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HomeMy WebLinkAboutDWG 199-4A; 4724; Monroe Street Pool Replacement; 01-245Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 08/09/2024 BID SET 08/09/2024 PROJECT NUMBER NOT FOR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 1902710 SS SD co 41LF 52LF PVC RD 152LF PVC 12"SD 2"DW 4"SD 6"SS 4"FW PROJECT LOCATION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 420LF 690LF 15LF 185LF 6"SD 8"SD 10"SD 255LF 18"SD330LF GB MONROE STREET POOL REPLACEMENT 199-4A 1 TITLE SHEET co BASIN TC-32 BIOFILTRATION AREA CITY OF CARLSBAD 12 PER SWQMP TC-50 INLET FILTER CITY OF CARLSBAD 12 PER SWQMP BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY 10 SHEET LABEL C1 10 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 1.THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITION AREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS A DETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE AND REVIEW ANY AVAILABLE RECORD DOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SHOULD INCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. 2.REMOVE EXISTING BUILDINGS, FOUNDATIONS AND SERVICE UTILITIES AS INDICATED ON PLANS. CAP ALL UTILITIES AT APPROPRIATE POINTS. ALL EXISTING ELECTRICAL / TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS INDICATED OR BACK TO THE POINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS THE WORK AREA. COORDINATE DEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL UTILITIES CONNECTED TO EXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE OPERATIONAL DURING THE DEMOLITION PROCESS. DOMESTIC AND FIRE SERVICE WATER AND NATURAL GAS SHALL BE REMOVED TO A POINT OUTSIDE THE PERIMETER OF PROPOSED NEW CONSTRUCTION TO EXISTING VALVES OR SIMILAR SHUT-OFF DEVICES. IF A SHUT-OFF DEVICE IS NOT REASONABLY ADJACENT TO THE PERIMETER OF THE PROPOSED NEW CONSTRUCTION, PROVIDE A SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRM LOCATION OF NEW DEVICES WITH OWNER PRIOR TO INSTALLATION. SANITARY SEWER AND STORM DRAINAGE SHALL BE CAPPED TO A POINT OUTSIDE THE PERIMETER OF THE PROPOSED NEW CONSTRUCTION. OTHER UTILITIES NOT SPECIFICALLY IDENTIFIED IN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE SHALL BE REMOVED IN ENTIRETY. 3.FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OF REFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORIC VALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS, ETC. SHALL REMAIN THE PROPERTY OF OWNER. ALL ITEMS TO BE SALVAGED FOR REUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATE ITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO A LOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED OR DIRECTED TO BE SALVAGE FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THE CONTRACTOR'S PROPERTY UPON REMOVAL. 4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS AND FIELD SURVEYS. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALL UTILITIES BEFORE PROCEEDING WITH WORK. THE CONTRACTOR IS ALSO REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NOTIFY THE ENGINEER IF ADDITIONAL UTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUND WITH EXISTING CONDITIONS. 5.ALL TREES TO BE REMOVED SHALL BE MARKED BY CONTRACTOR AND APPROVED FOR REMOVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING OR CUTTING TREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OF APPROXIMATELY 3-FEET. USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIES ARE IN CLOSE PROXIMITY TO TREES. ALL TREES TO REMAIN WITHIN THE LIMIT OF WORK SHALL BE PROTECTED AND MAINTAINED PER SPECIFICATIONS AND DETAILS. 6.SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHERE POSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULED OFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT AS NOTED. 7.WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATE ENCROACHMENT PERMIT WHICH THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PRIOR TO STARTING WORK WITHIN RIGHT-OF-WAY. 8.CONTRACTOR TO COORDINATE UTILITY DEMOLITION WITH DRAINAGE AND UTILITY WORK SHOWN IN THIS PLAN SET. ALL UTILITY SHUTDOWNS SHALL BE COORDINATED PER PROJECT SPECIFICATIONS. 9.EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATION ONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION. 10.THE CONTRACTOR SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, AND CONCRETE GENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT. THE CONTRACTOR IS OBLIGATED, UNDER THIS CONTRACT, TO RECYCLE THE WASTE MATERIAL THROUGH AN APPROVED RECYCLING PLANT. 11.A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLISHING DEBRIS CAN BE FOUND ON THE CALRECYCLE WEBSITE AT: HTTPS://WWW2.CALRECYCLE.CA.GOV/ELECTRONICS/CEW/PARTICIPANTSDIRECTORY 12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BUILDING FINISHES DURING DEMOLITION. ANY FINISH THAT IS DAMAGED DURING DEMOLITION SHALL BE REPAIRED OR REPLACED IN-KIND OR BETTER. 1.THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FOR LOCATION, REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BY CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THESE DRAWINGS. 2.THE CONTRACTOR SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVE UTILITY OWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS (BOTH HORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUND UTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURING CONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSE OF LOCATIONS OF EXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD SHOWN OR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND DAMAGE TO THESE LINE(S) OR STRUCTURE(S). 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSED BUILDING FOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES IN PLACE. 6.UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 7.THE CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR OR PROVIDE AN ALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/OR CONSTRUCTION. 8.THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR AND USABLE OR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/OR CONSTRUCTION. 9.WHEN THE ADDITIONAL NOTES ON THIS SHEET CONFLICT WITH CITY STANDARD NOTES ON SHEET 1, THE PROJECT SWPPP NOTES OR SWQMP NOTES, THE CITY STANDARD NOTES, SWPPP AND SWQMP SHALL APPLY. 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORK QUANTITIES. 2.THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS, ANY DEVIATION SO DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES. 3.THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. 4.OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT. 5.OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID. THE CONTRACTOR SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONS ENROUTE OR AWAY FROM THE SITE. 6.EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION. EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARD ENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. 7.ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8.PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION, PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT. 1.CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION. 2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. 3.THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. 4.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE AND AFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 5.CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OF BMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION AND SEDIMENT CONTROL PLAN. 6.IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE, DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFT EXPOSED OVER THE WINTER SEASON. 7.THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE. 8.ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY OR MORE OFTEN AS NECESSARY. 9.CONTRACTOR SHALL PLACE SAND BAGS AROUND ALL NEW DRAINAGE STRUCTURE OPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESE SAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. 10.CONTRACTOR SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS: A.SOLID WASTE MANAGEMENT: PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANIC DEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS AND DOMESTIC WASTE DAILY. B.MATERIAL DELIVERY AND STORAGE: PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING SHELL WHEN POSSIBLE. INSPECT AREA WEEKLY. C.CONCRETE WASTE: PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETE TRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAIN INLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORM DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY FOR REMOVAL OF HARDENED CONCRETE. D.PAINT AND PAINTING SUPPLIES: PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS REGARDING REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL. E.VEHICLE FUELING, MAINTENANCE AND CLEANING: PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENT WITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT TO A MINIMUM. INSPECT AREA WEEKLY. F.HAZARDOUS WASTE MANAGEMENT: PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THE DRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL AND TRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUND ON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUM PRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZATION, STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS. 11.CONTRACTOR SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE 20% LANA PUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYE GRASS AND SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDING AGENT SHALL BE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDS PER ACRE. MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATE OF 1,000 POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8, OR EQUAL, APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE CONTRACTOR SHALL WATER SEEDED AREAS OR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANT DEVELOPMENT FOR EROSION CONTROL. 12.NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS AND HOUSEKEEPING STORMWATER BMP HAVE BEEN APPROVED BY THE INSPECTOR. THE CONTRACTOR SHOULD EMPLOY THE DESIGN BMP AND ANY OTHERS NEEDED AS SITUATIONS ARISE. CONTRACTOR SHOULD CONDUCT SITE INSPECTIONS BEFORE, DURING AND AFTER EACH EXTENDED STORM EVENT TO IDENTIFY CONDITIONS THAT MAY CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IF ADDITIONAL CONTROL MEASURES ARE NEEDED, CONTRACTOR SHOULD IMPLEMENT THEM IMMEDIATELY. IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, CONSTRUCTION CONTRACTORS SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS), AS SHOWN IN ACCORDANCE WITH THE SWPPP (STORM WATER POLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR IN ACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THE PROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORM DRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND, OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND/OR SEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. 1.FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTION BEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THE PROPERTY OWNER, INCLUDING BUT NOT LIMITED TO: 1.1.ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OF VEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATER TREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASED ON SITE CONDITIONS. 1.2.MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS, INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURES RECOMMENDATIONS AND FREQUENCY. 1.3.ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT AS NEEDED. 1.4.ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIRED TO CLEAR GRATES AND INLETS OF DEBRIS. 1.5.THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND WATER QUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL OR MORE STRINGENT MAINTENANCE REQUIREMENTS. 2.BMP DETAILS MAY BE FOUND IN THE PROJECT SWPPP DOCUMENT. BMP DETAILS PER CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND ARE AVAILABLE AT www.casqa.org. 3.FOR PROJECTS GREATER THAN 1 ACRE: THE CONTRACTOR SHALL VERIFY THE STATUS OF THE SWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO. CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE CONTRACTOR SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW. GENERAL EROSION AND SEDIMENT CONTROL NOTESDEMOLITION NOTES EARTHWORK NOTES GENERAL NOTES TO CONTRACTOR POLLUTION PREVENTION NOTES BMP MAINTENANCE NOTES 1.SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1 - GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 - STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2.BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE. 3.BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. SEWER NOTES WATER NOTES MONROE STREET POOL REPLACEMENT 199-4A CIVIL NOTES 1.DIRECT BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105. EPOXY COATINGS ARE AN ACCEPTABLE ALTERNATIVE FOR THE PIPE AND/OR FITTINGS SUCH AS VALVES. 2.ALL RUBBER GASKET JOINTS, FUSION-BONDED EPOXY COATED FLANGES AND FLEXIBLE COUPLINGS ON DUCTILE IRON PIPELINES SHALL BE BONDED WITH INSULATED COPPER CABLE. 3.INSULATED FLANGES AND/OR COUPLINGS SHALL BE INSTALLED TO ELECTRICALLY ISOLATE THE BURIED PORTION OF PIPELINE FROM OTHER METALLIC PIPELINES, REINFORCED CONCRETE STRUCTURES AND ABOVE GRADE BUILDINGS OR STRUCTURES. 4.NON-METALLIC PIPING DOES NOT REQUIRE THE IMPLEMENTATION OF ANY SPECIAL TYPE OF CORROSION PREVENTION MEASURES. HOWEVER, ALL METALLIC VALVES, FITTINGS AND APPURTENANCES ON NON-METALLIC PIPING WILL REQUIRE PROTECTION AS SPECIFIED BELOW. 5.ALL DIRECT BURIED DUCTILE IRON FITTINGS INSTALLED ON NON-METALLIC PIPING SHALL BE PROVIDED WITH BITUMINOUS COATING FROM THE FACTORY AND ENCASED IN 8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105. ALL BOLTS, RESTRAINING RODS, ETC SHALL BE COATED WITH BITUMASTIC PRIOR TO ENCASEMENT IN THE POLYETHYLENE BAG. 6.ALL METALLIC VALVES SHALL BE COATED FROM THE FACTORY AND ALL BOLTS SHALL BE COATED WITH BITUMASTIC IN THE FIELD AND THE ENTIRE VALVE SHALL BE ENCASED IN AN 8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105. 7.ALL COPPER WATER LATERALS SHALL BE PROVIDED WITH A POLYETHYLENE SLEEVE. 8.ALL COPPER WATER LATERALS SHALL BE ELECTRICALLY ISOLATED FROM METALLIC WATER MAINS VIA THE USE OF INSULATING TYPE CORPORATION STOPS INSTALLED AT THE WATER MAIN. SOIL CORROSIVITY REQUIREMENTS: AB AGGREGATE BASE AC ASPHALT CONCRETE PAVEMENT AE ACCESS EASEMENT ASPH ASPHALT PAVING BC BEGIN CURVATURE BCR BEGIN CURB RETURN BFP BACK FLOW PREVENTER BI BOX INLET BM BENCHMARK BOP BOTTOM OF PIPE BOR BOTTOM OF RAMP BS BOTTOM OF STAIRS BVC BEGIN VERTICAL CURVATURE BW BOTTOM OF WALL C&G CURB AND GUTTER C/L,CL CENTER LINE CB CATCH BASIN CONST CONSTRUCT CR CURB RETURN CT COURT CUL CULVERT DI DROP INLET DIP DUCTILE IRON PIPE DW DOMESTIC WATER D/W DRIVEWAY DE DRAINAGE EASEMENT DR DRIVE (E)EXISTING E EAST EC END CURVATURE ECR END CURB RETURN EG EXISTING GRADE ELEV ELEVATION EOC EDGE OF CONCRETE EP EDGE OF PAVEMENT EQ EQUAL ESMT EASEMENT EVC END OF VERTICAL CURVATURE FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE FW FIRE PROTECTION SERVICE WATER GB GRADE BREAK GFL GUTTER FLOWLINE GSL LIMITS OF GRAVITY SEWER GR GRATE GV GAS VALVE HB HOSE BIB HP HIGH POINT ICV IRRIGATION CONTROL VALVE INTX POINT OF INTERSECTION INV INVERT JP JOINT POLE LE LANDSCAPE EASEMENT LF LINEAR FEET LIP LIP OF GUTTER LP LOW POINT LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MOC MIDDLE OF CURVATURE N NORTH NG NATURAL GRADE NTS NOT TO SCALE OC ON CENTER (P)PROPOSED, NEW PA PLANTING AREA PBC PULL BOX CABLE PBE PULL BOX ELECTRIC PBT PULL BOX TELEPHONE PBW PULL BOX WATER PCC POINT OF COMPOUND CURVATURE PE PEDESTRIAN EASEMENT PI POINT OF INTERSECTION PIVC POINT OF INTERSECTION VERTICAL CURVATURE PL PROPERTY LINE POC POINT OF CONNECTION PP POWER POLE PRC POINT OF REVERSE CURVATURE PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE RIM TOP RIM OF STRUCTURE ROW HIGHWAY EASEMENT RT RIGHT RW RECLAIMED WATER R/W RIGHT OF WAY S SOUTH OR SLOPE SBE SETBACK EASEMENT SCO SANITARY SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE SF SQUARE FEET SHT SHEET STA STATION SMH SANITARY SEWER MANHOLE SS SANITARY SEWER SWPPP STORM WATER POLLUTION PREVENTION PLAN S/W SIDEWALK T TANGENT TB TOP OF BERM TBC TOP BACK OF CURB TBW TOP BACK OF WALK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOE TOE OF SLOPE TOP TOP OF PIPE TOR TOP OF RAMP TOS TOP OF SLOPE TP TOP OF PLANTER TS TOP OF STAIRS TW TOP OF WALL TYP TYPICAL TP TELEPHONE POLE VC VERTICAL CURVATURE W WEST WM WATER MAIN WV WATER VALVE ABBREVIATIONS 1.WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2.BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 4.NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5.ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6.THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7.ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8.ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9.MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10.THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11.CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12.AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13.BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14.NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15.PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16.CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C2 COM COM CO M EASEMENT FOR THE SERVICE AND MAINTENANCE OF SWIMMING POOL EQUIPMENT AND SOLAR PANELS RECORDED ON DECEMBER 3, 1984 AS INSTRUMENT # 84-449709 O.R. FOR THE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R. FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION GAYLE WAY MO N R O E S T R E E T N 1" = 20'EXISTING CONDITIONS MONROE STREET POOL REPLACEMENT 199-4A EXISTING CONDITIONS 20100 40 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C3 REMOVE (E) AC PAVEMENT, SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) CONCRETE PAVEMENT/SIDEWALK, SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) BUILDING STRUCTURE, SEE DEMOLITION NOTE 2 SHEET 2. REMOVE (E) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS FOR IMPROVEMENTS. REMOVE AND SALVAGE (E) GRAVEL. CONTRACTOR TO STOCKPILE (E) GRAVEL ON SITE AND SAVE FOR REUSE. REMOVE (E) UTILITY. SEE DEMOLITION NOTES 2, 4, 8, AND 9 SHEET 2. REMOVE (E) TREE. SEE DEMOLITION NOTE 5 SHEET 2. SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTES 6 AND 10 SHEET 2. (E) TREE TO REMAIN AND BE PROTECTED. SEE DEMOLITION NOTE 5 SHEET 2. APPROXIMATE LIMIT OF WORK. -SEE DEMOLITION NOTES, SHEET 2. DEMOLITION NOTES DEMOLITION LEGEND LABEL DESCRIPTION A B C D E COM COM CO M W(mo) W SS SS SS SS SS SS SS SS SS SS EASEMENT FOR THE SERVICE AND MAINTENANCE OF SWIMMING POOL EQUIPMENT AND SOLAR PANELS RECORDED ON DECEMBER 3, 1984 AS INSTRUMENT # 84-449709 O.R. FOR THE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R. FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION GAYLE WAY MO N R O E S T R E E T ℄ ℄ PL R/W PL (E) PL PL R/W (E) EQUIPMENT BUILDING (E) BUILDING 02 17 17 17 B B B C A A A A A A A A A A D D DD D B A D E E A B E B B D 03 B A 08 D 07 07 08 10 01 01 01 01 01 01 0101 09 09 09 13 09 05 14 13 07 09 09 13 04 04 04 04 06 06 06 07 07 07 07 07 07 50 50 52 52 53 53 53 53 53 53 53 53 04 51 51 59 58 53 53 54 54 54 55 56 56 56 57 57 58 58 58 58 58 60 60 60 60 60 60 60 60 60 62 62 62 62 62 62 6261 63 66 65 12 15 A A 16 64 D E A A A B B 62 62 09 18 18 67 67 5967 67 67 51 02 56B 62 01 01 01 01 01 01 01 01 01 01 11 02 11 02 03 22 22 22 22 22 22 16 19 B 58 07 13 END 07 60 0302 0302 20 2109 05 B PROTECT (E) STORM DRAIN FACILITIES. PROTECT (E) SANITARY SEWER FACILITIES. PROTECT (E) ELECTRICAL FACILITIES. PROTECT (E) GAS FACILITIES. PROTECT (E) AC PAVEMENT. PROTECT (E) WATER SERVICE FACILITIES. PROTECT (E) BUILDING, FOUNDATION AND OTHER STRUCTURAL FEATURES AND BUILDING UTILITIES. PROTECT (E) CURB. PROTECT (E) CONCRETE PAVEMENT/SIDEWALK. PROTECT (E) IRRIGATION FACILITIES. PROTECT (E) RETAINING WALL. PROTECT (E) WALL. PROTECT (E) FENCE. PROTECTION KEYNOTES PROTECT (E) CURB AND GUTTER. DESCRIPTIONKEY NOTE PROTECT (E) GUTTER. PROTECT (E) COMMUNICATIONS FACILITIES. PROTECT (E) CONCRETE STADIUM SEATING. PROTECT (E) SIGN AND FOOTING. 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 DESCRIPTION DEMOLITION KEYNOTES REMOVE (E) CURB. REMOVE (E) STORM DRAIN PIPE AND APPURTENANCES. SEE UTILITY PLAN FOR IMPROVEMENTS. REMOVE (E) RIBBON GUTTER. REMOVE (E) RETAINING WALL AND FOOTING. REMOVE (E) SANITARY SEWER PIPE AND APPURTENANCES. SEE UTILITY PLAN FOR IMPROVEMENTS. REMOVE (E) WATER PIPE AND APPURTENANCES. SEE UTILITY PLAN FOR IMPROVEMENTS. REMOVE (E) STRIPING. REMOVE (E) FENCE/GATE AND FOOTINGS. REMOVE (E) LIGHT STANDARD, FOOTING, AND ASSOCIATED CONDUIT TO SOURCE. SEE ELECTRICAL PLANS FOR IMPROVEMENTS. REMOVE (E) SHADE CANOPY, POSTS, AND FOOTINGS. REMOVE (E) ELECTRICAL CONDUITS. SEE ELECTRICAL PLANS FOR IMPROVEMENTS. KEY NOTE REMOVE (E) CURB AND GUTTER. REMOVE (E) WALL AND FOOTINGS. REMOVE (E) STAIRS. REMOVE (E) GAS. SEE PLUMBING PLANS FOR IMPROVEMENTS. REMOVE (E) POOL AND ASSOCIATED UTILITIES. REMOVE (E) PV PANELS, SUPPORTING STRUCTURES, AND CONDUITS. REMOVE (E) SIGN AND FOOTING. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 REMOVE (E) STEEL PIPE.19 REMOVE (E) ELECTRICAL EQUIPMENT PER ELECTRICAL DEMOLITION PLAN. SEE ELECTRICAL PLANS FOR IMPROVEMENTS.20 REMOVE (E) IRRIGATION CONTROL VALVE. SEE IRRIGATION PLANS FOR IMPROVEMENTS.21 22 REMOVE (E) EVENT LIGHT POLE AND FOOTING. DEMOLITION PLAN 1" = 20' MONROE STREET POOL REPLACEMENT 199-4A DEMOLITION PLAN N 20100 40 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C4 JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE. CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01. CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-02. CONSTRUCT VALLEY GUTTER PER DETAIL 01 SHEET 9. CONSTRUCT ACCESSIBLE CURB RAMP (DOUBLE SIDED) PER DETAIL 05 SHEET 9. CONSTRUCT ACCESSIBLE VALLEY GUTTER PER DETAIL 02 SHEET 9. CONSTRUCT ACCESSIBLE CURB RAMP (SINGLE) PER DETAIL 07 SHEET 9. PLANTING AREA SEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE CONSTRUCT BIOFILTRATION BMP WITH 6" PERFORATED UNDERDRAIN SIMILAR TO CITY OF CARLSBAD BMP DESIGN MANUAL DETAIL BF-1. PER DETAIL 16 SHEET 10, INSTALL 18" BIORETENTION SOIL MEDIA (BSM), 4" WASHED PEA GRAVEL, AND 12" CLASS 2 PERMEABLE AGGREGATE LAYERS. INSTALL 3" WELL-AGED, SHREDDED HARDWOOD MULCH. LEGEND DESCRIPTIONSYMBOL GRADING CONSTRUCTION NOTES DESCRIPTIONKEY NOTE PA APPROXIMATE LIMIT OF WORK GRADE BREAK SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN FLOWLINE TOP OF SLOPE TOE OF SLOPE GB TOS TOE NOT USED. JOIN EXISTING SIDEWALK AND MATCH GRADE. CONSTRUCT RETAINING WALL PER LANDSCAPE AND STRUCTURAL PLANS. CONSTRUCT STAIRS PER LANDSCAPE PLAN. CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE PLANS AND DETAILS. CONSTRUCT FLUSH CURB PER DETAIL 10 SHEET 9. CONSTRUCT FENCE ON FLUSH CURB PER LANDSCAPE PLAN L5.04 DETAIL 04. CONSTRUCT ROLLED CURB PER DETAIL 23 SHEET 11. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 16" STEP IN FOOTING. SEE STRUCTURAL DETAIL 06 SHEET S6.01.17 MUSCO LIGHT POLE (PER SEPARATE PERMIT) NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMP A C T COM COM CO M CO M COM COM W SS SS SS SS SS SS SS SS SS SS EASEMENT FOR THE SERVICE AND MAINTENANCE OF SWIMMING POOL EQUIPMENT AND SOLAR PANELS RECORDED ON DECEMBER 3, 1984 AS INSTRUMENT # 84-449709 O.R. FOR THE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R. FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION GAYLE WAY MO N R O E S T R E E T CO SD SD CO CO SD SD COM COM CO M CO M COM COM W SS SS SS SS SS SS SS SS SS SS SS CO CO 202 203 20 4 20 5 207 208 208 208 20 8 208 205 20 8 20 8 20 8 20 8 2 0 7 (4.3%) 1.0% 4.4% 1.6% 2.0% 4.3% 2:1 M A X ℄ ℄ PROPOSED BIORETENTION BASIN SIMILAR TO CITY OF CARLSBAD BMP MANUAL BF-1 30' ±9.9'±20.1' (1 . 7 % ) (3.4%) 2:1 M A X 13 % 195.00 TOP OF MULCH 194.75 TOP OF BSM 193.25 TOP OF FILTER ROCK 192.92 TOP OF AGGREGATE 191.92 BOTTOM OF EXCAVATION 09 SHT 6 (206.53TC) (206.51FL) (206.22TC) (205.75FS) (205.33FL) (205.52TC) (205.27FL) 205.09TC 204.75FL (202.53TW) (204.08TW) (203.30TW)205.40TC 204.90FL 204.62TC 204.12FL 204.21TC 203.71FL (201.6FS) MATCH(E) 201.45FS (201.66TW) (201.81TW) (202.12TW) 201.50F/GB 201.74FL 201.99FL 202.26FL 203.60 FL/GB 202.59FL/GB 204.11FL 204.50FL/HP PL PL PL PL R/W R/W (208.70TW) 208.24FSTOP (201.9FGBOT) (208.76)TW 208.24FSTOP (203.6FSBOT) (205.79LIP) MATCH(E) (205.42LIP) MATCH(E) (197.18TC) (197.6FG)(198.5FG) (198.1FG) (197.7FG) (197.7FG) (202.65FS) (201.72FS) (202.16TC) (201.84FS) (197.10TC) (197.22±) TC/FS (197.42TC) 197.00TG 201.52 FS 205.79TC 205.29FS 205.87TC 205.37FS 06 SHT 6 PA PA 206.61 FS (206.63±TC) (206.20±FL) 1. 4 %(2.5%) 206.30FF 207.93FF (208.32)FF (207.93) FF 208.76TW 203.68BS (203.60)FS (203.62)FS 203.68BS 208.24TS 9 STEPS @ 6" 208.26FS 208.76TW 208.34FSTOP (203.4FSBOT) END 08 02 02 01 07 07 1211 206.05TC 205.55FS 16 START 206.08TC 205.58FS 1. 8 % 16 14 (197.34±)TC/FS 197.00TC/FS 197.00 TC/FS 15 (200.00)TC/FS 201.50FS 201.53FS 201.47FS G B 206.24TC 205.74FS 206.07TC 206.05TC 0. 6 % 1. 4 % 206.22FS 2.6% 1. 5 % POOL COPING ELEV. = 208.07 204.00RIM 195.25RIM 195.25RIM A S H T 5 B SH T 5 C SHT 5 EQUIPMENT RESTROOM LOCKER ROOM LOCKER ROOM ADMINISTRATION (205.21TC) (204.89FL) 02 01 190 195 200 205 210 215 (E) FENCE (E) RETAINING WALL (E) FS PL LANDSCAPE AREA WALKWAY RETAINING WALL GUARDRAIL WALL FOOTING FS - POOL DECK FLOWLINE 190 195 200 205 210 PL (E) FS (E) FENCE (E) CURB 35' BIORETENTION BASIN CURB (E) FS 190 195 200 205 210 215 PL (E) RETAINING WALL (E) FENCE (E) FS LANDSCAPE AREA CURB AND GUTTER FS FLOWLINE MONROE STREET POOL REPLACEMENT 199-4A GRADING PLAN N 1" = 20' 20100 40 GRADING PLAN ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 BACKFLOW VALVE REQUIRED ON SEWER LATERAL. SEE BUILDING PERMIT CBC2024-0031. SPECIAL SEWER NOTE 105 200 1" = 10'ASECTION A 105 200 1" = 10'BSECTION B 105 200 1" = 10'CSECTION C BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C5 JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE. CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01. CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-02. CONSTRUCT VALLEY GUTTER PER DETAIL 01 SHEET 9. CONSTRUCT ACCESSIBLE CURB RAMP (DOUBLE SIDED) PER DETAIL 05 SHEET 9. CONSTRUCT ACCESSIBLE VALLEY GUTTER PER DETAIL 02 SHEET 9. CONSTRUCT ACCESSIBLE CURB RAMP (SINGLE) PER DETAIL 07 SHEET 9. PLANTING AREA SEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE CONSTRUCT BIOFILTRATION BMP WITH 6" PERFORATED UNDERDRAIN SIMILAR TO CITY OF CARLSBAD BMP DESIGN MANUAL DETAIL BF-1. PER DETAIL 16 SHEET 10, INSTALL 18" BIORETENTION SOIL MEDIA (BSM), 4" WASHED PEA GRAVEL, AND 12" CLASS 2 PERMEABLE AGGREGATE LAYERS. INSTALL 3" WELL-AGED, SHREDDED HARDWOOD MULCH. LEGEND DESCRIPTIONSYMBOL GRADING CONSTRUCTION NOTES DESCRIPTIONKEY NOTE PA APPROXIMATE LIMIT OF WORK GRADE BREAK SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN FLOWLINE TOP OF SLOPE TOE OF SLOPE GB TOS TOE NOT USED. JOIN EXISTING SIDEWALK AND MATCH GRADE. CONSTRUCT RETAINING WALL PER LANDSCAPE AND STRUCTURAL PLANS. CONSTRUCT STAIRS PER LANDSCAPE PLAN. CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE PLANS AND DETAILS. CONSTRUCT FLUSH CURB PER DETAIL 10 SHEET 9. CONSTRUCT FENCE ON FLUSH CURB PER LANDSCAPE PLAN L5.04 DETAIL 04. CONSTRUCT ROLLED CURB PER DETAIL 23 SHEET 11. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 16" STEP IN FOOTING. SEE STRUCTURAL DETAIL 06 SHEET S6.01.17 MUSCO LIGHT POLE (PER SEPARATE PERMIT) NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y CO M CO M COM COM COM COM W W SD SD SD SD CO M CO M COM COM COM COM W W SS CO CO 202 203 20 4 20 5 207 208 208 208 20 8 208 20 8 20 8 20 8 20 8 2 0 7 20 4 20 3 202 20 6 20 8 . 0 7 FS 20 8 . 0 7 FS 20 8 . 0 7 FS 20 8 . 0 7 FS 20 7 . 9 8 FS / S L O T D R A I N 20 7 . 9 8 FS / S L O T D R A I N 20 7 . 9 8 FS / S L O T D R A I N 20 7 . 9 8 FS / S L O T D R A I N 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 208.30 FS 208.30 FS 208.28 FS 208.32FS (208.81TW) 208.24FS (208.78TW) 1. 6 % 208.24FS (208.71TW) 208.24 FS 20 8 . 2 4 FS 20 8 . 0 8 F S 214.07 TW 208.07 FS208.24FS (208.77TW) 208.24FS (208.76TW)1.0% 208.24FS 208.60TW 200.60TF 208.24 FS 1.0% 1. 6 % 1. 6 % 1.3% 1.3% 1.1% 1.3% 1.3% 208.24FS 208.60TW 200.60TF 208.05FS 208.60TW 204.60TF 207.86FS 208.60TW 204.60TF 208.24FS 208.60TW 204.60TF 208.04 FS 207.79 FS 207.79 FS 208.11 FS RIDGE RI D G E 20 7 . 9 8 FS / S L O T D R A I N 1.1% 1.1% 1.8% 1. 0 % 1. 0 % 1. 0 %GB 1.8 % GB 1.5%1.2% 0.7% 1.5% 208.19TC 207.69FS 207.61 T C 207.1 1 F S 207.6 6 T C 207.1 6 F S 208.30 FS 1.6% GB 20 6 . 9 4 F L 20 7 . 0 2 E G 207.52TC 207.02EG 207.58TC 207.08EG 20 7 . 0 0 F L 20 7 . 0 8 E G GB 208.22TC 207.72FS 208.63TC 208.13FS 208.68TC 208.18FS 20 7 . 9 3 TC / F S 20 8 . 0 1 TC / F S 0" CF 208.13TC 207.63FS 5.0% 1.5%GBGB 0.9%GBGB 20 8 . 1 8 TC / F S 20 8 . 2 3 TC / F S 208.8 0 T C 208.3 0 F S 208.26 FS 208.6 8 T C 208.18 F S 208.66 T C 208.1 6 E G 207.94 FS 20 7 . 8 8 F L 20 7 . 3 8 E G 20 7 . 8 6 F L 20 7 . 9 4 E G 20 7 . 7 9 F L 20 7 . 8 7 E G 208.28FS208.19 FS/LP 208.28FS208.16 FS/LP 208.16 FS/LP RRR R R 208.30 FS 208.17 FS/LP 208.30 FS 208.30 FS 208.17 FS/LP 208.30 FS R 1. 6 % 208.24FS (208.70TW) 200.60TF 1 . 1 % 207.91 FS 207.91 FS 207.74 FS 207.74 FS 207.5 2 T C 207.0 2 F S 207.1 6 FS/TC 207.2 9 FS/TC 207.7 7 T C 207.2 7 F S 208.0 7 T C 207.5 7 F S 20 8 . 1 9 F S 207.63 TC/FS 20 6 . 5 3 F L 20 6 . 6 1 E G 20 6 . 6 2 F L 20 6 . 7 0 E G 20 6 . 6 9 F L 20 6 . 7 7 E G 207.16 T C 206.6 6 F S 206.7 0 FS 206.7 7 FS 206.8 4 FS 207.6 3 FS 207.67 FS 207.73 FS 207.8 9 FS 207.25 T C 206.7 5 F S 207.0 1 T C 206.51 F S 207.87 FS 207.8 0 FS (207. 2 5 ) T C (206.8 4 ) F S MATC H ( E ) 208.0 3 T C 207.5 3 F S 207.37FS 20 7 . 8 3 TC / F S 20 7 . 6 4 TC \ F S 207.57 T C 207.0 7 F S 20 6 . 4 2 F L 20 6 . 5 0 E G 207.11 T C 206.6 1 F S 207.0 2 T C 206.52 F S 207.81 FS/LP RI D G E 201.7 FG 202.2FG 205.2FG 206.12FS 208.60TW 204.60TF 20 8 . 0 1 F S 20 8 . 0 6 F S GB GB GB GB GB GB GB G B 206.3FG 214.07 TW 208.07 FS 208.08 FS 209.60TC (209.1±FS) (109.71TC) (209.00FS) MATCH(E) 209.37TC (208.8±)FS 208.93TC 208.40FS 208.24FS 0.9% GB 20 8 . 2 FG 20 8 . 3 3 FS 20 8 . 3 3 FS 0" CF 208.1FG 2.5%208.21 FS 20 7 . 8 8 T C 20 7 . 3 8 F S 8. 0 % 7. 0 % 1. 4 % 20 7 . 7 5 T C 20 7 . 2 5 F S 1.7% (4.7%) (5.3%) 207.91FS 207.77FS 1.5% 1. 0 % 0707 207.11FS 207.13FS (E) CURB (206.92TC) (206.49FL)GB GB GB GB GB 206.87FS (206.72±TC) (206.28±FL) 206.67FS 1.0% 1. 9 % GB 206.28 FS 206.28 FS 206.28 FS 206.28FS 206.28FS 206.30FF 207.93FF (208.32)FF (207.93) FF 208.30FS 208.30FS 208.24FS 207.91 FS 207.95 FS 207.79FS 208.30FS 208.30FS 3.2% 1.0%204.50TG 205.07TC 204.57FS 205.50TC 205.00FS G B 07 3.3% 2.7% 1.5%202.07FS 202.02FS 2.0% 4.5% 204.92FS 204.87FS 205.13FS 205.57FS205.06FS 207.91FS 206.28FS 206.24FS GB GB GB GB 207.76FS 206.19FS 207.76FS 7. 6 % 0. 6 % 1. 0 % 207.91FS1. 8 % 1.0% 1.2 % 210.16TW 208.16FS 210.16TW 208.16FS 210.16TW 208.16FS 210.16TW 208.16FS 210.13TW 208.13FS 210.14TW 208.14FS 210.12TW 208.12FS 210.13TW 208.13FS 1. 8 % 1.2 % 1 . 5 % 0.8% GB GB 208.12FS 207.95FS 207.95FS 208.00FS (207.8±)FS (208.0±)FS (208.2±)FS 209.05TC 208.55FS 208.74TC 208.24FS 20 8 . 1 6 F L 20 8 . 2 4 E G 209.08TC (208.6±)FS 208.83TC 208.33FS GB GB 208.93TC 208.43FS 209.60TC (209.1±FS) 2.4% 0. 9 % 10 10 209.60TC (209.1±FS)07 0.8%1.5% 207.87 FS 207.91FS 207.30FS R R 208.24 FS 208.20 FS 208.24 FS 208.20 FS 208.24 FS 208.20 FS 208.24 FS 208.20 FS 208.24 FS 208.15 FS 208.18 FS 208.10 FS/LP 208.15 FS 208.22 FS 208.18 FS 208.10 FS/LP 208.10 FS/LP 208.10 FS/LP 208.15 FS 208.22 FS 208.15 FS 208.22 FS 208.15 FS R R R 208.18 FS 01 14 14 0" CF 14 01 01 01 GB 208.30FS 208.81TW 208.28 FS 208.28 FS 208.30 FS (206.15)FS MATCH(E) (206.20)FS MATCH(E) (206.6±)FS MATCH(E) (206.4±)FS MATCH(E) (206.60)FS MATCH(E)(206.60)FS MATCH(E) (207.8±)FS BELOW (207.6±)FS MATCH(E) (208.3±)FS MATCH(E) (208.1±)FS BELOW (E) C U R B 208.48FL 208.55EG (206.39FL) 20 8 . 3 0 F S (208.1±)FS MATCH(E) (208.27)FS MATCH(E) 1.3 % 1. 3 % 01 PA PA PA PA PA PA PA PA 05 01 06 06 20 8 . 2 FG 207.91 FS 03 04 02 11 11 11 11 13 PA PA PA PA 206.09FS 206.04TC/205.54FS G B 205.14FS 201.99FS 06 MODIFIED 1. 1 % 20 8 . 2 0 F S 20 8 . 2 3 F S GB 3. 8 % GB 4. 6 % 20 8 . 1 6 F S 208.16 FS 20 8 . 3 2 FS 207.4 4 FS 207.3 9 FS 207.48 FS 207.91 FS 1.8% 207.67 FS 0.5% 1.5% RI D G E 1. 4 % 0. 6 % 206.25FS 0. 7 % 1. 5 % 202.9FG 204.3FG 205.6FG 208.24FS 208.60TW 200.60TF(L) 201.93TF(R) 17 208.24FS 208.60TW 201.93TF(L) 203.26TF(R) 17 208.24FS 208.60TW 203.26(L) 204.60TF(R) 17 POOL COPING ELEV. = 208.07 208.10RIM 207.89 RIM 207.92 RIM 207.91 RIM 207.55 RIM 206.60± RIMEQUIPMENT ADMINISTRATION RESTROOM LOCKER ROOM LOCKER ROOM COMP A C T COMP A C T 20 5 20 6 GB GB GB GB G B 3.2% 1.0%204.50TG 205.07TC 204.57FS 205.07TC 204.57FS 205.50TC 205.00FS 204.67FS 205.02TC 204.52FS 204.95TC 204.45FS G B 3.3% 2.7% 1.5% 204.87FS 205.57FS205.06FS 01 13 PA PA205.14FS 2.6% MONROE STREET POOL REPLACEMENT 199-4A GRADING ENLARGEMENTS 1" = 10'GRADING ENLARGEMENTS N 1050 20 09 1" = 10'GRADING ENLARGEMENTS 06 N 1050 20 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C6 COM COM W(mo) SD W SS SS SS SS SS SS SS SS SS SS NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMPA C T EASEMENT FOR THE SERVICE AND MAINTENANCE OF SWIMMING POOL EQUIPMENT AND SOLAR PANELS RECORDED ON DECEMBER 3, 1984 AS INSTRUMENT # 84-449709 O.R. FOR THE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R. FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION GAYLE WAY MO N R O E S T R E E T SS CO CO CO SD SD CO 10"SD 8" S D ℄ ℄ PL PL PL PL R/W PROPOSED BIORETENTION BASIN SIMILAR TO CITY OF CARLSBAD BMP MANUAL BF-1 197.00 TOP OF SLOPE 195.00 TOP OF MULCH 194.75 TOP OF BSM 193.25 TOP OF FILTER ROCK 192.92 TOP OF AGGREGATE 191.92 BOTTOM OF EXCAVATION 18"S D JOIN (E) SD 190.40 12" IN (±190.4INV 12" OUT) 10 199.80TG 196.80INV12" 203.68TG 200.68INV6"IN 200.68INV8"OUT 13 204.70TG 201.70INV10"18 105 L F S = 0 . 0 1 0 40 LF S = 0 . 0 0 8 195.25INV18"16 12"SD 195.25INV10"16 39 L F S = 0 . 0 0 6 197.00TG 195.50INV8"12 106 L F S = 0 . 0 2 3 205.00TG 202.50INV6"12 6 " S D 3 0 L F , S = 0 . 0 1 7 13 11 11 11 11 196.00TG 192.17INV6"THRU 192.00INV12"OUT 14 195.50RIM 192.17INV 6" 195.50RIM 192.17INV 6" CO 20 20 RD(E) 3" RD POC (206.07) INV RD 3" R D P O C 20 5 . 8 6 I N V 4"SD 6" S D 4"SD 8"SD 11 11 199.26INV12"THRU 199.59INV8"IN 21208.16TG 205.70INV 208.17TG 205.64INV 21 21 208.16TG 205.64INV 20 8 . 1 7 T G 20 5 . 8 3 I N V 21 22207.98TG 207.31INV6"THRU 206.81INV6"OUT 203.01INV6"IN 202.84INV8"IN 202.84INV12"OUT 22 20 7 . 9 8 T G 20 7 . 3 1 I N V T H R U 20 6 . 8 1 I N V 6 " O U T 22 207.98TG 207.31INV THRU 206.81INV 6"OUT WYE 205.15INV4"IN 204.98INV6"THRU 198.27BOF 195.77INV12"23 102LF S=0.01040LF S=0.00512"SD 11 4"SD 22 22 22 24 24 205.46INV 94 L F S = 0 . 0 1 0 05 -- 11 6" S D 79 L F S = 0 . 0 1 0 11 17 17 25 25 WYE 199.11INV6"IN 198.61INV12"THRU 24 3" R D P O C 20 7 . 3 6 I N V RD 21 208.10TG 205.71INV 21208.10TG 206.10INV21208.10TG 205.97INV21208.10TG 205.84INV 6"SD 22 207.98TG 207.31INV THRU 22 20 7 . 9 8 T G 20 7 . 3 1 I N V T H R U 20 6 . 8 1 I N V 6 " O U T WYE 195.57INV12"IN 195.57INV12"IN 195.57INV18" OUT 203.47INV6"IN 203.30INV8"THRU 22207.98TG 207.31INV6"THRU 206.81INV6"OUT WY E 20 4 . 6 6 I N V 6 " I N 20 4 . 6 6 I N V 6 " T H R U SD SD BASIN BASIN 20 5 . 3 4 I N V 20 5 . 4 2 I N V 6" S D 58 L F S = 0 . 0 1 0 11 20 4 . 0 8 I N V 208.0TG 205.92INV4"27 208.0TG 205.87INV4"27 208.0TG 205.82INV4"27 4" S D 11 12" 11LF S=0.258 10"SD 20 0 . 2 6 I N V 1 0 " 15 12" 28LF,S=0.044 195.27INV8" 195.27INV10" 28 EQUIPMENT ADMINISTRATION RESTROOM LOCKER ROOM LOCKER ROOM 19 19 STORM DRAIN CONSTRUCTION NOTES SUPPLY AND INSTALL STORM DRAIN CLEAN OUT PER MODIFIED SAN DIEGO REGIONAL STANDARD DRAWINGS SC-01. MODIFY STANDARD TO PROVIDE COVER MARKED "STORM". CONNECT TO EXISTING STORM DRAIN. CONTRACTOR TO VERIFY ELEVATION, SIZE AND LOCATION OF EXISTING PIPE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SUPPLY AND INSTALL 12"X12" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE. SEE DETAIL 13 SHEET 10. SUPPLY AND INSTALL HDPE FLARED END SECTION. SIZE PER PLAN. SEE DETAIL 19 SHEET 10. SUPPLY AND INSTALL 18"X18" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10. SUPPLY AND INSTALL CLEANOUT PER DETAIL 22 SHEET 10. KEY NOTE DESCRIPTION 10 11 13 15 16 17 18 NOTES: 1.UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE AT UTILITY CROSSINGS, UNLESS NOTED OTHERWISE. SANITARY SEWER TO CROSS UNDER POTABLE WATER. 2.CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSING AND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 3.CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHER UTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS. 4.EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD VERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWN WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. 5.PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITH OWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 6.CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, STORM DRAIN CLEANOUT COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK. 7.SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTING CURB. 8.ALL PRECAST DRAIN INLETS TO HAVE AN APPROVED "NO DUMPING DRAINS TO LAGOON" 3" X 5 1 4 " ROUNDED CORNERED RECTANGLES STYLE #NDO OR 4" DIAMETER ROUND STYLE #SDO ABRASION AND UV RESISTANT DURACAST STYLE PARKER BY DAS MANUFACTURING OR EQUIVALENT APPLIED TO THE CONCRETE COLLAR AROUND DRAIN INLET USING RAPID SET URETHANE ADHESIVE OR QUICKSTIK EPOXY PUTTY ADHESIVE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. (http://www.dasmanufacturing.com/product_guide.html) SUPPLY AND INSTALL PVC SDR 35 STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING AND BACKFILL PER GEOTECHNICAL RECOMMENDATIONS AND MODIFIED SAN DIEGO REGIONAL STANDARD DRAWING D-60 WITH 6" MIN. CLEARANCE 12 ADDITIONAL UTILITIES NOTE: SUPPLY AND INSTALL 6" PVC PERFORATED UNDERDRAIN. INSTALL 3" MINIMUM ABOVE BOTTOM OF GRAVEL LAYER.19 INSTALL 6" BASIN UNDERDRAIN CLEANOUT PER DETAIL 14 SHEET 10. RIM TO BE 6" ABOVE TOP OF MULCH LAYER.20 SUPPLY AND INSTALL 12"X12" NDS DRAIN INLET PER DETAIL 18 SHEET 10.21 SUPPLY AND INSTALL SLOT DRAIN PER DETAIL 20 SHEET 10.22 INSTALL PIPE CROSSING BELOW PROPOSED RETAINING WALL FOOTING PER STRUCTURAL DETAIL 1 SHEET S6.01.23 SUPPLY AND INSTALL 4" PERFORATED PIPE SUBDRAIN AT FOOTING OF WALL S=0.010 MIN. PER DETAIL 11 SHEET 9. CONNECT TO NEAREST UNDERGROUND STORM DRAIN AS REQUIRED. 24 SUPPLY AND INSTALL 36"X36" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.14 SUPPLY AND INSTALL RIP RAP ENERGY DISSIPATER PER SAN DIEGO REGIONAL STANDARD DRAWING D-40. ROCK CLASS: NO. 2 BACKING, RIP RAP THICKNESS "T": 1.1 FT MIN, WIDTH =7.25', L=10' MIN. 25 OUTDOOR SHOWER TRENCH DRAIN. SEE PLUMBING SHEET P0.40 AND P2.01.26 SUPPLY AND INSTALL ATRIUM DRAIN PER DETAIL 25 SHEET 11.27 SUPPLY AND INSTALL 24"X24" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10. ROOF DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL ROOF DRAIN LATERAL STUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. RD SUPPLY AND INSTALL ADS FLEXSTORM CONNECTOR PIPE SCREEN MODEL 62CPSHD-S AT OUTLET PIPE PER DETAIL 26 SHEET 11, OR APPROVED EQUAL.28 SS SD 21 207.81TG 204.41INV 22 207.98TG 207.31INV IN 206.81INV6"OUT 22 207.98TG 207.31INV IN 206.81INV6"OUT 22207.79TG 207.12INV6"IN 206.62INV6"OUT 22208.11TG 207.44INV6" 3" RD POC 206.43 INV 3" RD POC 206.43 INV WYE 204.26INV4"IN 204.09INV8"THRU WYE 204.17INV4"IN 204.00INV8"THRU 24 4"SD RD RD4"SD 4"SD 17 8" S D 27 L F S = 0 . 0 1 0 WYE 203.87INV6"IN 203.87INV8"THRU (207.93) FF 207.93 FF 206.30FF (208.32) FFE 6" S D 11 94 L F S = 0 . 0 1 0 22 22 WYE 204.74INV6"IN 204.74INV6"THRU 11 11 11 11 WYE 203.92INV6"IN 203.75INV8"THRU WYE 203.98INV6"IN 203.81INV8"THRU 204.17INV4"IN 203.84INV8"OUT 17 4"SD 26 24 SD 8" S D 20 L F S = 0 . 0 2 2 (E) 3" RD POC (206.07) INV RD WYE 204.72INV4"IN 204.55INV6" 204.55INV8" EQUIPMENT RESTROOM LOCKER ROOM STORM DRAIN PLAN 1" = 20' MONROE STREET POOL REPLACEMENT 199-4A STORM DRAIN PLANN 20100 40 05STORM DRAIN PLAN ENLARGEMENT 1" = 10' N 20100 40 07 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C7 NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T 1 A 2 BC 3 4 5 6 7 D F E GAYLE WAY MO N R O E S T R E E T GRIDLINE INTERSECTION C-4 N 2,005,295.4931 E 6,231,470.3192 GRIDLINE INTERSECTION C-1 N 2,005,210.8246 E 6,231,515.5491 GRIDLINE INTERSECTION F-7 N 2,005,359.3059 E 6,231,430.1484 GRIDLINE INTERSECTION F-5 N 2,005,304.6197 E 6,231,459.3617 ℄ ℄ PL PL PL PL R/W R/W 30 30 30 30 32 32 PA PA PA PA PA PA PA PA PA PA 33 33 30 32 32 3' 6'23'6' 23. 8 3 ' R 1 1 ' 10 0 . 0 3 ' 6' 6 ' 3 ' 7 ' 1 . 5 ' 1 8 ' T Y P R 3 ' TY P R 1 0 ' 9' TYP 9' TYP20 ' TY P 21.56' N31° 5 3 ' 2 0 " E TYP N2 7 ° 5 1 ' 0 9 " W TY P 3' 72 TYP TYP 75 77 TYP 31 32PA PA 78 78 78 TYPE 1&2 2 4 ' 34' 32 SEE DETAIL 02 SHEET SP6 FOR PAVING INFORMATION 32 32 32 3232 32 73 7332 3'1' TY P 3.58' 3' 4' 73 PA R3' TYP 15.36 ' R3' R1 0 . 5 ' R 1 5 . 5 ' S 5 9 ° 0 1 ' 2 8 " E T Y P 8' TYP 70 TYP 96' 31 70 TYP TYP70 82 70TYP 9' T Y P 21.77' S88 ° 0 6 ' 4 0 " E TY P 12.79' R 3 ' R10 . 3 6 ' 1' TYP 01 - 70 TYP 72 TYPE 1,2,&3 80 81 3' TYP70 8' 9' T Y P TYPE 1 24.09' 31 1' TYP5' 5' 2' 2' 73 30 EQUIPMENT ADMINISTRATION RESTROOM LOCKER ROOM LOCKER ROOM 6' 79 FA FA FA FA FA FA FA FA PARKING STALL AC PAVEMENT 4" AC OVER 8" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. VEHICULAR CONCRETE PAVEMENT SEE DETAIL 03 ON SHEET 9. DRIVE AISLE AC PAVEMENT 4" AC OVER 12" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. PLANTING AREA SEE LANDSCAPE PLANS. 30 31 1.SEE LANDSCAPE PLANS FOR PAVERS, LOCATION AND TYPE OF CONCRETE WALKS AND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTS AND EXPANSION JOINTS. 2.VERIFY ALL VEHICULAR AND NON-VEHICULAR LIMITS WITH LANDSCAPE PLANS. PAVING NOTES: PAVING LEGEND SYMBOL DESCRIPTION PA PEDESTRIAN CONCRETE PAVEMENT SEE DETAIL 03 ON SHEET 9. 33 32 NO PARKINGNO PARKING 24 . 0 9 ' 76VAN 76 74 74 74 77 77 77 77 77 9' TYP 8'5' 2 2 . 6 2 ' 1 9 . 7 3 ' N 3 1 ° 5 3 ' 2 0 " E T Y P 1 8 ' 3' 71 71 76 81 81 7083 FA FA FA 72 PAINT 4" WIDE WHITE PARKING STALL STRIPING.70 PAINT LOADING AND UNLOADING ZONE ACCESS AISLE WITH 4" WIDE BLUE (COLOR NO. 15090 PER FEDERAL STD. NO. 595C) BORDER STRIPE AND 4" WIDE WHITE DIAGONAL STRIPES AT 3' O.C. 71 73 TRUNCATED DOME PAVER PER LANDSCAPE PLANS AND DETAIL 09 SHEET 9. 74 75 PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY EMBLEM CENTERED AT END OF PARKING STALL PER DETAIL 04 SHEET 9. 76 77 CONSTRUCTION NOTES: DESCRIPTIONKEY NOTE PAINT PAVING MARKING AS INDICATED ON PLAN. 12" HIGH WHITE LETTERS CENTERED ON PARKING STALL AND WITH THE LOWEST EDGE OF THE LAST WORD ALIGNED WITH THE END OF THE STALL STRIPING. INSTALL WHEEL STOP PER DETAIL 08 SHEET 9. PASSENGER ACCESSIBLE LOADING SIGN CENTERED ON STALL PER DETAIL 06 SHEET 9. PLACE SIGN PER PLAN. 78 INSTALL EVCS SIGN PER DETAIL 17 SHEET 10. SIGN LOCATION AND TYPE PER PLAN. 79 INSTALL UNAUTHORIZED VEHICLE SIGN PER DETAIL 21 SHEET 10. PLACE SIGN PER PLAN. 80 PAINT ACCESS AISLE MARKED WITH 4" WIDE WHITE BORDER AND 4" WIDE WHITE DIAGONAL LINES AT 45° ANGLE AT 3' SPACING OC. 1.ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED. CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THE ENGINEER. 2.REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. 3.PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. STRIPING NOTES 81 WITHIN ACCESS AISLE PAINT THE WORDS 'NO PARKING' IN 12" HIGH WHITE LETTERS. STOP THE DIAGONAL STRIPE SHORT OF WHERE LETTERING OCCURS TO PREVENT OVERLAP. 82 INSTALL MODIFIED R100B(CA) SIGN PER DETAIL 15 SHEET 10. PLACE SIGN PER PLAN. PAINT 4" WIDE BLUE ACCESSIBLE PARKING STALL STRIPING.83 PAINT ACCESSIBLE CROSS WALK WITH 4" WIDE BLUE (COLOR NO. 15090 PER FEDERAL STD. NO. 595C) BORDER STRIPE AND 4" WIDE WHITE DIAGONAL STRIPES AT 3' O.C. FIRE ACCESS. PAINT CURB RED PER DETAIL 9 SHEET 9.FA STRIPING LEGEND HORIZONTAL CONTROL AND PAVING PLAN 1" = 20' MONROE STREET POOL REPLACEMENT 199-4A HORIZONTAL CONTROL AND PAVING PLAN N 20100 40 N105020 01ACCESSIBLE PARKING ENLARGEMENT 1" = 10' ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C8 MONROE STREET POOL REPLACEMENT 199-4A NTSCONCRETE PAVEMENT EQ . EQ . VA R I E S NOTES: ·REFER TO LANDSCAPE DRAWINGS FOR COLOR, FINISH, PATTERN, TEXTURE, CONTROL JOINTS, EXPANSION JOINTS, AND THICKENED EDGE. ·CONCRETE DOWELING PER LANDSCAPE DRAWINGS AND PROJECT GEOTECHNICAL REPORT RECOMMENDATIONS. ·DO NOT ALLOW CONCRETE OVER-POUR INTO ADJACENT PLANTERS. ·MINIMUM CONCRETE STRENGTH PER SPECIFICATION SECTION 321313. LPA CONCRETE PAVING PEDESTRIAN: 5" THICK VEHICULAR: 6" THICK 01 03 PEDESTRIAN: #3 @ 18" OC EACH WAY VEHICULAR: #4 @ 18" OC EACH WAY02 02 03 01 04 SUBGRADE COMPACTED PER PROJECT GEOTECHNICAL REPORT 04 COMPACTED BASE COURSE PER GEOTECHNICAL REPORT (WHERE OCCURS). NTSINTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. STENCIL ONE SYMBOL ONTO PARKING SURFACE IN EACH ACCESSIBLE STALL. B. LOCATE PER ACCESSIBLE PARKING STALL DETAIL. C. ALL LINES WHITE ON BLUE BACKGROUND. 3'-6" 3' 2'- 6 " 3' 3'- 6 " 0102 03 LPA BLUE BACKGROUND CONFORMING TO FEDERAL STANDARD 595C COLOR FS 15090 01 2" WIDE WHITE REFLECTORIZED PAINT STRIPING. PER CBC FIGURE 11B-703.7.2.102 WHITE REFLECTORIZED PAINT STRIPING03 DETAILS NTSPRE-CAST CONCRETE WHEEL STOP 7" MIN EQ. 2 1/2" MIN EQ. 3" M I N 5 1 / 2 " 2'-0" TO FRONT END OF STALL, U.N.O. 04 02 01 03 LPA FINISHED SURFACE01 #4 x 18" REBAR AT EACH END03 (2) #3 REBAR CONTINUOUS TYP02 PRE-CAST CONC. WHEEL STOP 4'-0" LONG AT SINGLE STALL, 6'-0" LONG AT STALLS SHARED04 NTSVALLEY GUTTER 18" 1" 18" 01 01 02 04 03 05 R1/2" R 1 / 2 " R1/4" R1 / 4 " 6" LPA FINISHED SURFACE01 FLOW LINE PER PLAN02 (3) #3 REBAR CONTINUOUS TYP04 SUBGRADE COMPACTION PER GEOTECHNICAL REPORT05 #3 REBAR @ 18" OC03 01 NTSACCESSIBLE VALLEY GUTTER 2.5' 1" 2.5' 01 01 02 04 03 05 R1/2" R 1 / 2 " R1/4" R 1 / 4 " 6" LPA FINISHED SURFACE01 FLOW LINE PER PLAN02 (3) #3 REBAR CONTINUOUS TYP04 SUBGRADE COMPACTION PER GEOTECHNICAL REPORT05 #3 REBAR @ 18" OC03 02 NTSACCESSIBLE CURB RAMP - DOUBLE SECTION B-B SLOPE 1:12 MAX SLOPE 1:12 MAX SLOPE 2% MAX 5' MIN PE R P L A N LANDING SLOPE 2% MAX VA R I E S FLUSH FLUSH 6"2"MI N 6" 8" 6" 4' MIN LANDING 36 " M I N . 36" MIN TRUNCATED DOMES 03 01 B B 02 0606 04 05 3" C L R 3" CL R LPA 6" VERTICAL CURB01 FLUSH CURB02 2 - #3 REBAR CONTINUOUS TYP04 #3 REBAR05 SEE DETECTABLE WARNING DETAIL 12 THIS SHEET03 CONCRETE CURB. TOP OF CURB TO MATCH RAMP SLOPE06 TC=FSTC=FS 01 PER CONCRETE PAVING DETAIL 05 03 08 06 04 NTSDETECTABLE WARNING PER PLAN 2. 3 " - 2 . 4 " 2.3" - 2.4" 0.45" - 0.47" 0.90" - 0.92" NOTE: ·THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. ·DETECTABLE WARNINGS SHALL BE A MINIMUM 36" IN THE DIRECTION OF TRAVEL ·DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMS-STD-595A. PLAN VIEW DETAIL B TRUNCATED DOME 01 B -- LPA PRECAST TRUNCATED DOME TILES BY WASAU TILE01 0. 2 " PE R P L A N 12 07NTSFLUSH CURB VA R I E S 12 " M I N . FLUSH FLUSH 6" 2" MI N 01 01 03 3" C L E A R A N C E MI N T Y P 02 04 LPA FINISHED SURFACE / FINISHED GRADE01 (2) #4 REBAR CONTINUOUS TYP03 #3 REBAR @ 36" OC02 PAVEMENT SECTION PER PLAN04 10 RETAINING WALL BACKDRAIN NTS 11 NTSACCESSIBLE CURB RAMP - SINGLE PER PLAN 48" MIN PE R P L A N 1: 1 2 MA X +0.0 +0.0 +0.0 +0.5 0.0+ 0.5+ TC=FS NOTE: CROSS SLOPE OF RAMP AND LANDING NOT TO EXCEED 2% TYP 2.0% MAX 48 " M I N LA N D I N G 5. 0 % MA X 03 01 03 02 TC=FS 03 LPA SEE DETECTABLE WARNING DETAIL 12 THIS SHEET01 CONCRETE CURB03 FLUSH CURB. CROSS SLOPE OF FLUSH CURB NOT TO EXCEED 2% MAX02 36 " M I N 12" 24 " 6" 1 1/2" RADIUS (TYP) 1/2" WIDE WHITE BORDER (TYP) MOUNT SIGNS WITH (2) 5/16" DIA CARRIAGE BOLTS WITH PEENED THREADS. 2" MIN. WHITE LETTERS (TYP) PROVIDE THIS SIGN @ VAN ACCESSIBLE STALL ONLY 2" DIAMETER 12 GAUGE GALVANIZED STEEL POST WITH CAP. EMBED 33" INTO 12" DIA x 36" DEEP CONCRETE FOOTING. 8" ACCESSIBLE PARKING SIGN NTS PARKING ONLY MINIMUM FINE $250 VAN ACCESSIBLE 6' - 8 " T O H A R D S C A P E S U R F A C E 5' M I N T O P L A N T E D S U R F A C E CA MUTCD R99C (CA) CA MUTCD R7-8b NOTES: 1.SIGN SHALL BE REFLECTORIZED. PROVIDE PORCELAIN ON STEEL. 2.ALL LETTERS AND SYMBOLS SHALL BE WHITE AND BACKGROUND SHALL BE BLUE EQUAL TO COLOR #15090 FEDERAL STD. 595C. INCLUDE "VAN ACCESSIBLE" SIGN AT VAN ACCESSIBLE PARKING STALL. 3.VISUAL CHARACTERS SHALL COMPLY WITH CBC 11B-703.5 4.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1 LPA ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 09NTSFIRE LANE CURB PAINTING CURB & GUTTER VERTICAL CURB FLUSH CURB CURBS SHALL BE PAINTED OSHA SAFETY RED LEGEND NO P A R K I N G - F I R E L A N E NO P A R K I N G - F I R E L A N E NO P A R K I N G - F I R E L A N E LPA WORDS TO BE STENCILED ON CURB AS SHOWN ABOVE 3" HIGH WHITE PAINTED STENCILED (3/4" STROKE) LETTERS STENCILING AT EVERY 25 FEET ON CENTER OR PORTION THEREOF BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C9 MONROE STREET POOL REPLACEMENT 199-4A DETAILS 13 1416 SLOPE 01 08 07 06 05 NTS LPA NDS DRAIN INLET NDS #1230B 12" SQUARE BRASS GRATE WITH VANDAL PROOF SCREWS. 1/4" MAX OPENING. INSTALL FLUSH WITH PAVING. 02 03 04 NDS LOW PROFILE ADAPTER 12" SQUARE PART NO. 1230 NDS UNIVERSAL ADAPTER PART NO. 1243 - 3" OR 4" OUTLET PART NO. 1245 - 3" OR 4" OFFSET OUTLET PART NO. 1266 - 6" OUTLET PART NO. 1888 - 8" OUTLET OUTLET PIPE PER STORM DRAIN PLAN EXPANSION JOINT AT CONCRETE PAVING SEE DETAIL 04 SHEET L5.01 FINISHED SURFACE CONCRETE PAVING PER PLAN FINISHED SURFACE ASPHALT PAVING PER PLAN CONCRETE COLLAR CLASS 'C' LOAD RATING/H20 6" MIN 12.25" 01 6" MIN 6" MI N 6"MI N 3. 4 4 " 02 03 04 05 070806 18NTS LPA POOL DECK SLOT DRAIN SLOPE 12" 12" 11 3/4" 16 " 1/4" MAX 1 1 / 2 " MI N 8" MIN 3" CL E A R 7" 6" SLOPE 50 BAR DIA LAP SPLICE TYP NDS #1230B 12" SQUARE BRASS GRATE WITH VANDAL PROOF SCREWS. GRATE SLOT WIDTH = 38" INSTALL FLUSH WITH POOL DECK PAVING. 6" SCH 40 PVC PIPE 01 02 NDS #1225 12"x12" SUMP BOX (FOR FORM)03 6" PVC SDR 35 STORM DRAIN OUTLET04 #4 @ 12" O.C.E.W.05 02 01 01 0205 03 #8 x 1-1/2" SS SHEET METAL SCREWS EACH SIDE OF SLOT DRAIN PIPE SPACED AT 12" ON CENTER. 06 DECK SLOT DRAIN. SAWCUT WITH DOUBLE BLADE 1/4" TOTAL WIDTH. EASE EXPOSED EDGES 1/4" MAX RADIUS. 07 04 05 3" CL E A R ( T Y P ) 06 02 07 PLAN PROFILE SECTION STORM DRAIN PIPING PER PLAN STORM DRAIN PIPING PER PLAN OPTIONAL 04 05 05 7" MIN 7" MIN OPTIONAL COLD JOINT 1"-1 12" 20 NTS LPA EV PARKING SIGNS 12" 18 " 1 1/2" RADIUS (TYP) MOUNT SIGNS WITH (2) 5/16" DIA CARRIAGE BOLTS WITH PEENED THREADS. 2" DIA 12 GAUGE GALVANIZED STEEL POST WITH CAP EMBED 33" INTO 12" DIA x 36" DEEP CONCRETE FOOTING. 6' - 8 " T O H A R D S C A P E SU R F A C E A N D 5 ' M I N T O PL A N T E D S U R F A C E NOTES: 1.SIGN SHALL BE REFLECTORIZED. PROVIDE PORCELAIN ON STEEL. 2.VISUAL CHARACTERS SHALL COMPLY WITH CBC 11B-703.5 3.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1 1/2" WIDE WHITE BORDER (TYP) ALL LETTERS, BORDER AND SYMBOLS SHALL BE WHITE AND BACKGROUND SHALL BE BLUE EQUAL TO COLOR #15090 FEDERAL STD. 595C. 8" VAN ACCESSIBLE CA MUTCD R7-8b6" 12 " TYPE 1 TYPE 2 TYPE 3 R113 (CA)P EXCEPT FOR EV CHARGING LETTERS, BORDER AND SYMBOL SHALL BE RED RETROFLECTIVE AND BACKGROUND SHALL BE WHITE RETROREFLECTIVE. LETTER "P" SHALL BE BLACK. 17NTSHDPE FLARED END SECTION 19 MOUNT SIGNS WITH (2) 5/16" DIA CARRIAGE BOLTS WITH PEENED THREADS. 1" MIN. BLACK LETTERS (TYP) 2" DIAMETER 12 GAUGE GALVANIZED STEEL POST WITH CAP. EMBED 33" INTO 12" DIA x 36" DEEP CONCRETE FOOTING. UNAUTHORIZED VEHICLE SIGN NTS MUTCD R100B(CA) NOTES: 1.SIGN SHALL BE REFLECTORIZED. PROVIDE PORCELAIN ON STEEL. 2.ALL TEXT SHALL BE BLACK AND BACKGROUND SHALL BE WHITE. LPA UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER’S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: (ADDRESS PER OWNER) OR BY TELEPHONING: (XXX) XXX-XXXX 24" 24 " 1 1/2" RADIUS (TYP) 21 NTSBASIN UNDERDRAIN CLEANOUT LPA 03 TEXT "STORM" 45 ° FLOW 01 SOLID WALL PIPE SIZE PER PLAN 05 CLEANOUT LID WITH "STORM" 02 03 SOLVENT WELD X F.I.P.T. COUPLING WITH M.I.P.T. PLUG WITH MALE SQUARE NUT. WYE FITTING AT LINE CLEANOUT, 45° ELBOW AT TERMINAL CLEANOUT BROOKS 1-RT CLEANOUT OR APPROVED EQUAL 04 04 05 NOTES: ·CLEANOUT RIM TO BE INSTALLED 6" ABOVE TOP OF BASIN MULCH LAYER 01 02 6" NTSCLEANOUT LPA 04 TEXT "SEWER" OR "STORM" 45°45° FLOW FLOW ZURN ZN-1400-HD-SM OR APPROVED EQUAL01 PIPE SIZE PER PLAN05CLEANOUT LID WITH "SEWER" OR "STORM"02 03 SOLVENT WELD X F.I.P.T. COUPLING WITH M.I.P.T. PLUG WITH MALE SQUARE NUT. WYE FITTING AT LINE CLEANOUT, 45° ELBOW AT TERMINAL CLEANOUT06 BROOKS 1-RT CLEANOUT OR APPROVED EQUAL04 0505 06 TYPE 1 1" 06 NOTES: ·CLEANOUT TYPE 1 TO BE INSTALLED IN ALL CONCRETE PAVEMENT AND PEDESTRIAN HARDSCAPE AREAS. LID SHALL BE INSTALLED FLUSH WITH FINISHED SURFACE. PROVIDE PCC COLLAR BELOW HARDSCAPE PER MANUFACTURER'S REQUIREMENTS. ·CLEANOUT TYPE 2 TO BE INSTALLED IN ASPHALT PAVEMENT AND PLANTED AREAS. CLEANOUT RIM TO BE INSTALLED FLUSH WITH FINISHED SURFACE OF AC PAVING OR 1" ABOVE FINISHED GRADE IN PLANTER AREAS AS APPLIES. TYPE 2 TEXT "SEWER" OR "STORM" FLUSH 01 02 02 03 FLUSH 22 NTSPRECAST CONCRETE CATCH BASIN LPA PRECAST CONCRETE CATCH BASIN WITH HS20 LOAD RATING01 PIPE TRENCH BEDDING AND BACKFILL PER PLAN DETAILS06GALVANIZED STEEL FRAME AND GRATE; A.D.A COMPLIANT, BOLT-DOWN TYPE; TG ELEVATION PER PLAN 02 MINIMUM 6" THICK OF 12" CRUSHED ROCK MEETING SECTION 200-1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 03 STORM DRAIN OUTLET PIPE; TYPE AND SIZE PER PLAN04 MINIMUM 90% COMPACTED SOIL07 FINISH SURFACE ASPHALT OR CONCRETE PAVING PER PLAN08 FINISHED GRADE (TURF) PER PLAN09 OUTLET PIPE INVERT ELEVATION; PER PLAN05 04 06 09FLUSHFLUSH SLOPE SLOPE FLOW 05 03 07 02 VA R I E S - P E R P L A N 18", 24", OR 36" SQUARE PER PLAN 6" TYP 08 01 MOUNT SIGNS WITH (2) 5/16" DIA CARRIAGE BOLTS WITH PEENED THREADS. 1" MIN. BLACK LETTERS (TYP) 2" DIAMETER 12 GAUGE GALVANIZED STEEL POST WITH CAP. EMBED 33" INTO 12" DIA x 36" DEEP CONCRETE FOOTING. MODIFIED R100B(CA)NTS MODIFIED MUTCD R100B(CA) NOTES: 1.SIGN SHALL BE REFLECTORIZED. PROVIDE PORCELAIN ON STEEL. 2.ALL TEXT SHALL BE BLACK AND BACKGROUND SHALL BE WHITE. LPA UNAUTHORIZED VEHICLES NOT CONNECTED FOR ELECTRIC CHARGING PURPOSES OR PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER’S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT CARLSBAD POLICE DEPARTMENT OR BY TELEPHONING: (760) 931-2197 24" 24 " 1 1/2" RADIUS (TYP) 15 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 08 11 10 05 09 STORM DRAIN CLEANOUT RIM ELEVATION 6" ABOVE TOP OF MULCH. PLANT MATERIAL PER LANDSCAPE PLANS. FLUSH CURB, WHERE OCCURS PER GRADING PLANS. BASIN DRAIN INLET TOP OF GRATE = 15" ABOVE FINISHED GRADE OF BASIN. SEE GRADING AND DRAINAGE PLANS. FINISHED GRADE OF BASIN. SEE GRADING PLAN. UNCOMPACTED SOILS. 10 11 VARIES PER PLAN PO N D I N G DE P T H 0705 02 04 09 03 12 0808 6" M I N FR E E B O A R D 3:1 MAX 3:1 MAX 06 BIOFILTRATION BASIN NTS 01 04 02 03 AGGREGATE STORAGE LAYER: 12" THICK CLASS 2 PERMEABLE ROCK PER CALTRANS SPECIFICATION 68-1.205. 6" PERFORATED SUBDRAIN WITHIN ROCK LAYER, PERFORATIONS FACING DOWN. BIOTREATMENT SOIL LAYER: NUTRIENT SENSITIVE SOIL MIX PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIORETENTION SOIL SPECIFICATION. DEPTH OF SOIL LAYER = 18" DEEP. 12" 18" 07 06 FLOAT RESISTANT WELL-AGED, SHREDDED HARDWOOD MULCH LAYER, 3" MINIMUM THICKNESS. STORM DRAIN OUTLET PIPE PER PLANS.12 FILTER COURSE LAYER: 4" THICK LAYER OF WASHED PEA GRAVEL. 4" 01 PER DETAIL 14 SHEET 10. PER DETAIL 13 SHEET 10. 3" BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C10 MONROE STREET POOL REPLACEMENT 199-4A DETAILS 23NTSROLLED CURB 6" 5' (TRA N S I T I O N R O L L E D C U R B T O 6 " C . F . ) 6" 6" 12 " 24" 01 03 01 02 04 FLUSH 07 08 06 05 R 1 " R1/4 " LPA FINISHED SURFACE01 (3) #4 REBAR CONTINUOUS TYP02 SLOPE 1/4" PER FOOT03 PAVING SECTION PER PLAN05 VERTICAL CURB SECTION06 BACK OF CURB07 #4 REBAR @ 18" OC04 ROLLED CURB SECTION08 CU R B LI N E R 3 " 01 05 NTS LPA 18" GUTTER DRAIN INLET 02 03 04 NDS UNIVERSAL ADAPTER. SIZE PER PLAN. PART NO. 1266 - 6" OUTLET PART NO. 1888 - 8" OUTLET OUTLET PIPE PER STORM DRAIN PLAN CONCRETE COLLAR CLASS 'C' LOAD RATING/H20 01 6" MIN 02 6"1.5" NDS CAST IRON GRATE INSTALL FLUSH 18" SQUARE PART NO. 1813 NDS LOW PROFILE ADAPTER 18" SQUARE PART NO. 1830 18" GRATE (FLAT) FLOW FL O W WARPED SURFACE WARPED SURFACE LOCAL DEPRESSION 6"MI N 03 04 05 WARPED SURFACE 18 " 24 NTS4" ROUND ATRIUM PLANTER DRAIN 01 PER PLAN 01 02 02 03 05 PE R P L A N PER PLAN LPA FINISHED SURFACE01 EDGE OF FINISHED SURFACE02 4" ROUND ATRIUM GRATE. NDS PART NO. 78 OR APPROVED EQUAL04 4" PVC SDR 35 RISER05 PLANTER03 04 SLOPE TO DRAINSLOPE TO DRAIN 25 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 26NTSTRASH CAPTURE SCREEN BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C10 SD ( m o ) NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T CO CO 1 10 20 21 24 23 22 25 30 GAYLE MO N R O E S T R E E T BMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCE FREQUENCY BMP TABLE INSPECTION FREQUENCYQUANTITY TREATMENT CONTROL SOURCE CONTROL 10 SD-32 QUARTERLY 20 SD-1324 ** SEMI-ANNUALLY1,854 SF.BIOFILTRATION AREA WEEKLY AS NEEDED ANNUALLY AS NEEDED 1 EA. 5 EA. 7, 11 7 7 199-4A1TC-32 INLET FILTER TRASH CAPTURE BMPs QUARTERLY AS NEEDED1 EA.7TC-5030 25 SC-72 MONTHLY AS NEEDED1 EA.7 TRASH ENCLOSURE WITH ROOF STENCILS POOL NO DUMPINGDRAINS TO LAGOON 199-4A 199-4A 199-4A 199-4A MONROE STREET POOL REPLACEMENT 199-4A SINGLE SHEET BMP SITE PLAN SCALE : 1" = 20' 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. BMP NOTES: PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. PLAN PREPARED BY: NAME ADDRESS PHONE NO. COMPANY 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. SIGNATURE BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1.PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2.A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3.PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. KATHEREEN SHINKAI, P.E. LPA, INC. 5301 CALIFORNIA AVE. SUITE 100 IRVINE, CA 92617 (949) 261-1001 CITY OF CARLSBAD PUBLIC WORKS 1635 FARADAY AVE. CARLSBAD, CA 92008 (442) 339-2820 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 20100 40 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY SHEET LABEL C11 3" CL R TY P H (CONCRETE f'c = 4000 psi) 5'-0" Fd 1'-4" WALL DIMENSIONS FOOTING DIMENSIONS FOOTING REINFORCING WALL REINFORCING Fw Kd Fr Wa WcFh 4'-0" 2'-6"NOT REQ'D #5 @ 8" 9'-0" 1'-4" 4'-6" 1'-0" #5 @ 8" #6 @ 8"6'-0"#4 @ 16" #4 @ 16" CMU RETAINING WALL NOTE: WATERPROOFING PER ARCH OR LANDSCAPE (2) #5 LONGITUDINAL WHERE 0 < Kd < 1'-0" - ADD (2) # 5 LONGIT FOR EA ADDL FOOT IN DEPTH OF Kd WHERE Kd > 1'-0" TRANSVERSE Fr BARS W/ STD 90° HOOKS AS SHOWN DRAINAGE PER CIVIL DWG FINISH GRADE OR EXT SLAB ON GRADE PER LANDSCAPE BACKFILL PER GEO- TECHNICAL REPORT (2) #4 HORIZ BARS AT DOWELS FOOTING KEY WHERE OCCURS CONT Fc BARS EA WAY TOP & BOTTOM VERT DOWELS W/ STD 90° HOOK AT BOTTOM OF FTG 42" 12" #4 DOWELS x 12" @ 16" O/C AT EXTERIOR SLAB ON GRADE ONLY 42" FINISH GRADE OR EXTERIOR SLAB ON GRADE PER LANDSCAPE Wa VERTICAL DOWELS (2) #4 HORIZ BARS AT DOWELS 2x4 CONT SHAPED KEY - FILL W/ MASONRY GROUT OR MORTAR #5 @ 16" Fw Wt Fh +1 1/2" Wt+3" Kd F d MIN 1'- 0 " #4 DOWELS x @ 16" O/C AT EXT SLAB ON GRADE ONLY WH E R E O C C U R S 8'- 0 " M A X P E R L A N D S C A P E SE E C I V I L - 6" M A X 1 1/2" Fh 3" TYP S I T E R E T A I N I N G W A L L S C H E D U L E FENCE/RAILING POST PER LANDSCAPE PE R N O T E 1 EM B E D M E N T STD 90° HOOK IN CASE KEY NOT REQUIRED Wt 1'-0" 1'-0" Fc #4 @ 12" #4 @ 12" 1. 3 L d 2" CLR. NOTE: 1. 4'-9" EMBEDMENT FOR MAX 8'-0" STEEL FENCE. 2'-6" EMBEDMENT FOR 3'-6" GUARDRAIL RE T A I N I N G H E I G H T H - S E E C I V I L ( 9 ' - 0 " M A X ) #5 @16" PIPES THRU OR BELOW FOUNDATION TRENCH ADJACENT TO FOUNDATION A A ELEVATION A-A 1 1 PROVIDE PIPE SLEEVE (I.D. 2" LARGER THAN PIPE O.D. - AT FIRE SPRINKLER PROVIDE I.D. 4" LARGER THAN PIPE O.D.) WHERE ADJACENT TO CONCRETE - TYPICAL PLACE THIS CONCRETE BEFORE FOOTING ABOVE - LEAN CONCRETE PER GENERAL NOTE F.7 PIPE LOCATE TRENCH SO THAT FOOTINGS ARE NOT UNDERMINED CONT. FOOTING OR GRADE BEAM PIPE LIMIT DISTANCE BETWEEN SLEEVES TO NO LESS THAN LARGER SLEEVE OUTSIDE DIAMETER OR 6" CONT. FOOTING OR GRADE BEAM SPREAD FTG, CONT FTG, OR GRADE BEAM NOTES: 1. DO NOT PLACE SLEEVES OR CONDUIT IN ISOLATED SPREAD FOOTINGS - RUN AROUND OR BELOW THESE FOOTINGS. 2. SLEEVES ARE NOT TO PASS THROUGH CONTINUOUS FOOTINGS OR GRADE BEAMS UNLESS SHOWN OTHERWISE - WHERE SLEEVES ARE PERMITTED, LOCATE WITHIN MIDDLE THIRD OF FOOTING OR GRADE BEAM DEPTH. PIPE SLAB ON GRADE BACKFILL TRENCH PER GEOTECHNICAL REPORT NO EXCAVATION ALLOWED BELOW THIS LINE 9" MIN 3 1 / 2 " M I N . 9" MIN NO S L E E V E S HE R E 3" TYP CO N T F T G OR G R A D E B E A M "D " 4" M I N 3'- 0 " M A X 6" M I N "D " / 3 M A X 1" 1'-6" MIN ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SITE DETAILS S1.13 Checker MONROE ST. POOL REPLACEMENT SITE DETAILS 1/2" = 1'-0"01TYP. SITE CONC. RETAINING WALL and SCHEDULE AT LEVEL BACKFILLN.T.S.02TYPICAL PIPES THRU OR TRENCHES ADJACENT TO FOUNDATIONS 09/30/25 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 ABBREVIATIONS GA. GAUGE GALV. GALVANIZED GND. GROUND GR. GRADE HDG HOT DIPPED GALVANIZED HDR HEADER HT.HEIGHT LT. LIGHT MAX. MAXIMUM MET. METAL MFR.MANUFACTURER MIN. MINIMUM MTD. MOUNTED MTL. MATERIAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.C.E.W.ON CENTER EACH WAY O.D.OUTSIDE DIAMETER (DIM.) PA PLANTING AREA PRCST. PRECAST P.I.P.POURED IN PLACE P.O.B.POINT OF BEGINNING P.O.T.POINT OF TANGENCY P.T.D.F. PRESSURE TREATED DOUGLAS FIR QTY QUANTITY R. RISER RAD. RADIUS REINF. REINFORCED REQ. REQUIRED SCHED. SCHEDULE SHT. SHEET S.J.SCORE JOINT SPEC. SPECIFICATION S.S.STAINLESS STEEL STD. STANDARD STRL.STRUCTURAL T. TREAD T.C. TOP OF CURB T.O.B.TOP OF BASE T.O.H.TOP OF HEADER T.O.S. TOP OF SLOPE T.O.W. TOP OF WALL TYP. TYPICAL TBS. TO BE SELECTED U.O.N.UNLESS OTHERWISE NOTED VEG.VEGETATION VERT.VERTICAL W/WITH W/O WITHOUT &AND ANGLE @ AT <LESS THAN >GREATER THAN CENTERLINE DIAMETER OR ROUND #POUND OR NUMBER ADJ.ADJACENT AGGR. AGGREGATE AL. ALUMINUM AMT.AMOUNT APPROX. APPROXIMATE ARCH. ARCHITECTURAL AC.ASPHALT ACC. ACCESSIBLE B.C.R. BEGINNING OF CURVE RADIUS B.O.C. BACK OF CURB B.O.W. BOTTOM OF WALL B.O.S. BOTTOM OF SLOPE BLDG. BUILDING BLK. BLOCK C.E. CIVIL ENGINEER C.I.P. CAST IN PLACE C.J.CONTROL JOINT CLKG. CAULKING CMU.CONCRETE MASONRY UNIT CONC. CONCRETE CONSTR.CONSTRUCTION CONT. CONTINUOUS CTR. CENTER D.A. DISABLED ACCESS DET. DETAIL DIA. DIAMETER DIM. DIMENSION DN.DOWN DWGS. DRAWINGS E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL EQ. EQUAL EXP.EXPANSION EXT.EXTERIOR E.O.P EDGE OF POOL F.G.FINISH GRADE F.S.FINISH SURFACE F.O.B.FACE OF BUILDING F.O.C. FACE OF CURB F.O.W.FACE OF WALL SHEET. # SHEET LABEL SHEET NAME 1 L0.01 LANDSCAPE NOTES AND SCHEDULE 2 L0.02 LANDSCAPE NOTES AND SCHEDULE 3 L1.01 MATERIALS PLAN 4 L1.02 LAYOUT PLAN 5 L3.01 MATERIALS AND LAYOUT ENLARGEMENT PLANS 6 L4.01 SITE SECTIONS AND ELEVATIONS 7 L4.02 SITE SECTIONS AND ELEVATIONS 8 L4.03 SITE SECTIONS AND ELEVATIONS 9 L4.04 SITE SECTIONS AND ELEVATIONS 10 L5.01 LANDSCAPE DETAILS 11 L5.02 LANDSCAPE DETAILS 12 L5.03 LANDSCAPE DETAILS 13 L5.04 LANDSCAPE DETAILS 14 L5.05 LANDSCAPE DETAILS 15 L5.06 LANDSCAPE DETAILS 16 L5.07 LANDSCAPE DETAILS 17 L5.08 LANDSCAPE DETAILS 18 L5.09 LANDSCAPE DETAILS 19 L5.10 LANDSCAPE DETAILS 20 L5.11 LANDSCAPE DETAILS 21 L5.12 LANDSCAPE DETAILS 22 L6.01 IRRIGATION PLAN 23 L6.02 IRRIGATION LEGEND 24 L6.03 IRRIGATION DETAILS 25 L6.04 IRRIGATION DETAILS 26 L6.05 IRRIGATION DETAILS 27 L6.06 IRRIGATION DETAILS 28 L7.01 PLANTING PLAN 29 L7.02 PLANTING DETAILS TOTAL SHEETS: 29 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT VICINITY MAP LOCATION MAP BY: PHONE NO: ( ) REGISTRATION NO: EXPIRATION DATE: DECLARATION OF RESPONSIBLE CHARGE: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (442) 339-2722. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. E-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. BACKFLOW PREVENTER TESTING: INSPECTION PROCEDURES: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. WATER EFFICIENT LANDSCAPE DECLARATION: BY: PHONE NO: ( ) REGISTRATION NO: EXPIRATION DATE: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. PRIOR TO BEGINNING LANDSCAPE WORK: SIGNED UNDER PENALTY OF PERJURY CO PA SYM.DESC.DESC.SYM. FOC BOC PB NOTES: A.UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND EXACT LOCATIONS. B.FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. SITE SYMBOLS LEGEND DOWN SLOPE DIRECTION OF RAMP PROPERTY LINE/ RIGHT OF WAY FIRE HYDRANT (PER CIVIL) DRAIN INLET (PER CIVIL) AREA DRAIN (PER CIVIL) CLEAN OUT (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) SANITARY SEWER MANHOLE (PER CIVIL) (E) REDUCED PRESSURE BFP (PER CIVIL) PIV/CHECK VALVE/FDC (PER CIVIL) ELECTRICAL PULL BOX (PER ELECT) LIMIT OF WORK EXPANSION JOINTS SAWCUT JOINT FACE OF CURB BACK OF CURB PLANTING AREA ALIGN SIGNAGE (PER CIVIL) 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 A B C D E CONCRETE PAVING - PEDESTRIAN TYPE 1 F KEY NOTE DET/ SHTDESCRIPTION COLOR / FINISH NATURAL GRAY/ MEDIUM BROOM FINISH REFERENCE KEYNOTES POOL G H J K L M N P Q R CONCRETE PAVING - POOL DECK CONCRETE PAVING - VEHICULAR DAVIS BAJA RED/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH EXISTING PAVING POOL DIVING BOARD POOL ACCESSIBLE LIFT PER AQUATICS PARKING LOT STRIPING/LETTERING PER CIVIL REGALSTONE BY RCP BLOCK NATURAL GRAY W/ PUMICE TUBE STEEL FENCE 18 CONCRETE MOW CURB POOL STAIRS/HANDRAIL EXISTING CURB PROTECT IN PLACE EXISTING GUTTER PROTECT IN PLACE EXISTING DRIVEWAY PROTECT IN PLACE CONC CURB/GUTTER PER CIVIL ADA EMBLEM PER CIVIL NATURAL GRAY/ 19 PER AQUATICS PER AQUATICS PER AQUATICS CONCRETE FREESTANDING WALL CMU FREESTANDING WALL ADA SIGNAGE PER CIVIL TRUNCATED DOME PAVERS FEDERAL YELLOW (A-40) S EXTERIOR SHOWER PER ARCHITECTURE T U BUILDING COLUMN V W X Y Z SLOT DRAIN CONC CURB RAMP PER CIVIL CONC WHEEL STOP PER CIVIL PER ARCHITECTURE POOL LADDER PER AQUATICS AA BB NATURAL GRAY/ LIGHT BROOM FINISH CC EXISTING WALL PROTECT IN PLACE EXISTING FENCING PROTECT IN PLACE PROTECT IN PLACEEXISTING LIGHTING EXISTING UTILITY YARD PROTECT IN PLACE AC PAVING PER CIVIL DD EE FF GG NATURAL GRAY/ LIGHT SANDBLAST FINISH CONCRETE PAVING - PEDESTRIAN TYPE 2 20 21 22 HANDRAIL AT STAIRS CONCRETE STAIRS BLEACHERS WITH 200 SEAT CAPACITY HANDRAIL AT RAMP NEW SOLAR PANELS EXISTING STAIRS/AMPHITHEATER PROTECT IN PLACE EXISTING TRANSFORMER PROTECT IN PLACE EXISTING BACKFLOW PROTECT IN PLACE EXISTING HANDRAIL PROTECT IN PLACE ELECTRIC VEHICLE CHARGER PER ELECTRICAL PER CIVIL ELECTRIC VEHICLE SIGNAGE PER CIVIL CONCRETE THICKENED EDGE AT FENCE TUBE STEEL SINGLE PEDESTRIAN GATE W/ PANIC HARDWARE CANTILEVERED FABRIC SHADE STRUCTURE TUBULAR STEEL DOUBLE PEDESTRIAN GATES GUARDRAIL 02/ L5.01 07/ L5.04 04/ L5.03 04/ L5.02 04/ L5.08 08/ L5.08 02/ L5.08 08/ L5.04 04/ L5.06 02/ L5.05 02/ L5.02 04/ L5.05 SITE FURNISHINGS LEGEND SYM.DESC.MANUF.MODEL #COLOR QTY.FINISH/PTRN.DTL 1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES. TRASH RECYCLING COMPOST LANDSCAPE FORMS CHASE PARK SIDE OPENING; LIDS: LANDFILL, RECYCLING, COMPOST LANDFILL-SILVER RECYCLING-BLUE COMPOST-GREEN POWDERCOAT 4 PAIRTR PER MANUF NOTE: A.SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS. B.VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION. COLOR PER LANDSCAPE ARCHITECT. PEDESTRIAN POLE LIGHT COMMENTSDESCRIPTIONSYM. PER ELECTRICAL MUSCO LIGHT PER ELECTRICAL EXISTING LIGHT CMU COLOR AND FINISH TO MATCH ARCHITECTURECMU RETAINING WALL 10/ L5.02 PROTECT IN PLACE AC SLURRY SEAL PER CIVIL KEY NOTE DESCRIPTION COMMENT SCORE BOARD PER AQUATICS TRASH ENCLOSURE PER ARCHITECTURE DEFERRED SUBMITTAL ITEM PER OWNER PERFORATED SCREEN PER ARCHITECTUREHH JJ KK LL CONCRETE PAD AT LIGHT BOLLARD CONCRETE FLUSH CURB AT FENCE NATURAL GRAY/04/ L5.04 PERFORATED METAL FENCE GALVANIZED, POWDERCOAT FINISH, COLOR BLACK PERFORATED METAL DOUBLE PEDESTRIAN GATE W/ PANIC HARDWARE 04/ L5.10 02/ L5.10 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16/ L5.08 NATURAL GRAY/ GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK PROTECT IN PLACE MM STARTING BLOCKS PER AQUATICS SITE LIGHTING LEGEND 23 24 DRINKING FOUNTAIN BIKE RACK 04/ L5.11 13/ L5.11 SILVER/ POWDERCOAT SILVER/ POWDERCOAT 25 TRASH AND RECYCLING RECEPTACLES REFER TO SITE FURNISHINGS LEGEND 02/ L5.01 02/ L5.01 02/ L5.01 MEDIUM BROOM FINISH LIGHT BROOM FINISH NATURAL GRAY/10/ L5.01 LIGHT BROOM FINISH MEDIUM BROOM FINISH 13/ L5.01 MATCH ADJACENT PAVING/ MEDIUM BROOM FINISH 26 TUBULAR STEEL DOUBLE VEHICULAR GATES 10/ L5.08 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK 27 METAL PANEL DOUBLE PEDESTRIAN GATES 04/ L5.12 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK 28 10/ L5.12 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK METAL PANEL SINGLE PEDESTRIAN GATE C * * * * * * * * * * * * NOTE: SEPARATE GRADING PERMIT KEYNOTE* 29 08/ L5.01 NATURAL GRAY / MEDIUM BROOM FINISH CONCRETE RETAINING CURB AT FENCE 15/ I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. KEYNOTESLANDSCAPE SHEET INDEX LANDSCAPE AND IRRIGATION IMPROVEMENTS SURROUNDING THE NEW POOL FACILITY AND PARKING LOT. PROJECT SCOPE A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. 1.ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. 2.BUILDING RETROFIT. 3.SITE GRADING AND RETAINING WALLS. ITEMS BY SEPARATE PERMIT IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. PROJECT LOCATION DATE: MONROE STREET POOL REPLACEMENT 1 DATE: DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1. FABRIC SHADE STRUCTURES (QTY. 3) ITEMS BY SEPARATE PERMITAS-BUILT PLANS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 GENERAL NOTES 1.BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION. 2.REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITY INFORMATION INCLUDING STORM DRAIN, WATER, AND ELECTRICAL. 3.REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 4.VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHER INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 5.EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 7.CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES AND PLANS, FOR THE LOCATIONS OF ALL UNDER-GROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 8.CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 9.CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 10.PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. 11.ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS. 12.ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 13.ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION PRIOR TO INSTALLATION. 14.SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING. 15.REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OF DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS AND OTHER STRUCTURES. 16.REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTES ON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THE MOST STRINGENT REQUIREMENT. 17.RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK. FIELD VERIFY PRIOR TO BID. 18.ALL LARGE SHRUBS AND SMALL TREES SHOWN IN THE DEMOLITION ZONE ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ENTIRE TREE/ SHRUB AND ROOTBALL SHALL BE REMOVED. THE VOID SPACE REMAINING SHALL BE FILLED WITH SUB-GRADE PER THE GEOTECHNICAL REPORT. REFER TO THE DEMOLITION PLAN FOR ANY TREES LARGER THAN 4" CALIPER. 1.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT OF ALL FENCE AND GATE COMPONENTS INCLUDING PLANS, ELEVATIONS AND DETAILS AS NECESSARY FOR COMPLETE INSTALLATION. 2.FOR LOCATIONS OF FENCES, POSTS, AND GATES SEE PLANS AND ELEVATIONS. 3.SUBMIT SAMPLES OF ALL COMPONENTS AND MATERIALS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 4.GATE HARDWARE FINISH AND COLOR TO MATCH GATE/FENCE. 5.ANY COMPONENTS REQUIRED FOR A COMPLETE FENCE/GATE SYSTEM, BUT NOT SHOWN, SHOULD BE CONSIDERED A PART OF THESE DRAWINGS AND INCLUDED IN THE FINAL INSTALLED SYSTEM. 6.CONTRACTOR TO VERIFY ALL ATTACHMENTS AND DIMENSIONS, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FENCE AND GATE NOTES LAYOUT AND MATERIALS NOTESPLANTING NOTES LANDSCAPE GRADING AND DRAINAGE 1.REFER TO CIVIL ENGINEER'S DRAWINGS FOR UTILITY LOCATIONS, TREE SUBDRAINAGE STUBOUTS, (IF REQUIRED), AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. HE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE IRRIGATION, GRADING AND PLANTING WITHIN THE WITHIN THE LIMIT OF WORK AS WELL AS ON ADJACENT AREAS. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE GRADING AND CONSTRUCTION OF THIS PROJECT IS THAT SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REP. MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REP. OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. TYP. ENTIRE SITE. 3.EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES PRIOR TO BID. QUANTITIES SHOWN ON PLANS TAKE PRECEDENCE OVER WRITTEN QUANTITIES IN "PLANTING LEGEND." QUANTITIES INDICATED IN LEGEND ARE PROVIDED FOR AGENCY PLAN CHECK PURPOSES ONLY. 5.PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6.PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. 7.FINISH GRADES OF ALL TURF AREAS (EXCLUDING SYNTHETIC TURF) SHALL BE (1") BELOW ADJACENT CURB OR PAVEMENT. FINISH GRADES OF ALL SHRUB AREAS SHALL BE (1-1/2") BELOW ADJACENT CURB, PAVEMENT OR HEADER. 8.CONTRACTOR SHALL SUBMIT FOR APPROVAL COLOR PHOTOS OF ALL SHRUBS AND GROUNDCOVER. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES, PHOTOS SHALL BE OF THE ACTUAL PLANT MATERIAL TO BE USED ON THE PROJECT. ALL PLANT MATERIAL SHALL BE OF A QUALITY AS DETERMINED BY THE LANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. 9.TREES NOTED AS 'STANDARD' SHALL BE SELECTED WITH THE MAIN LEADER INTACT. TREES WITH THE MAIN LEADER REMOVED SHALL BE REPLACED WITH APPROVED TREES. 10.PROVIDE A (3") LAYER OF MULCH AT PROPOSED SHRUB AND GROUNDCOVER PLANTING AREAS, EXCEPT AREAS WITH JUTE MESHING. MULCH SHALL BE PROVIDED BY REPUBLIC SERVICES OF CARLSBAD. 11.CONTRACTOR SHALL CONDUCT AGRICULTURAL SUITABILITY AND FERTILITY SOILS TESTING PER SOIL PREPARATION SPECIFICATION. ANALYSIS SHALL INCLUDE RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX AS WELL AS RECOMMENDATIONS FOR POST MAINTENANCE FERTILIZATION. SUBMIT SOILS ANALYSES AND SAMPLES OF AMENDMENTS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO SOIL PREPARATION. 12.LANDSCAPE MAINTENANCE PERIOD IS 90 DAYS. 13.CONTRACTOR MUST REPLACE ANY PLANT MATERIAL DAMAGED ON SITE OR ADJ. PROPERTY DUE TO GRADING OR CONSTRUCTION TO THE SATISFACTION OF LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 14.NEW TREES WITHIN 5' OF HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS. 17.TREES LOCATED WITHIN A VEHICULAR SITE LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. 18.PROTECT ALL (E) TREES ON SITE WITHIN L.O.W. AND OUTSIDE L.O.W. WASH ALL TREES WEEKLY, HORTICULTURALY APPROPRIATE TIME FOR EACH SPECIES. 19.MAINTAIN AND HAND WATER ALL EXISTING PLANT MATERIAL WITHIN THE LIMIT OF WORK THAT IS NOT INDICATED IN THE DEMOLITION PLAN AS BEING REMOVED DURING THE ENTIRE COURSE OF CONSTRUCTION AND MAINTENANCE. 20.FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SF OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 21.PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 22.THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 23.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1.THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF CURBS, DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 3.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 4.THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE. REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTION DETAILS AND UTILITY CONNECTIONS. 5.REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND CIRCUITRY AS NECESSARY. 6.REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASE MATERIALS AND COMPACTION. 7.WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. 8.ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED. 9.INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. 1.REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE, AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2.REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF IN CONNECTION TO STORM DRAIN. 3.THE CONTRACTOR SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURS ADVANCE OF PERFORMING WORK. 4.THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800/227-2600) 48 HOURS PRIOR TO ANY EXCAVATION. 5.ALL GRADING OPERATIONS SHALL CONFORM TO APPENDIX J OF THE CALIFORNIA BUILDING CODE. 6.FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 7.NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 8.ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION. 9.THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 10.FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING. 11.ALL GRADING ON SITE SHALL HAVE A POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. L0.02 LANDSCAPE NOTES AND SCHEDULES - SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A.STANDARD # 1- COVER CROP/ AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15M EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. B.STANDARD # 2- GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR) C.STANDARD # 3- LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1- GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D.STANDARD # 4- TREES AND/OR LARGE SHRUBS: TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES- 6:1 OR STEEPER AND: A.3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD # 1 (COVER CROP OR EROSION CONTROL MATTING). B.3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C.IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. PLANTING NOTES CONT. 2 NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G E V C H A R G I N G O N L Y E V CH A R G I N G O N L Y COMPA C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMP A C T COMPA C T COMPA C T COMP A C T COMP A C T COMP A C T NO PA R K I N G 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1. 6 % 1.0% 1.0%1. 6 % 1. 6 % 1.3% 1.3% 1.1% 1.3% 1.3% 1.1% 1.1% 1.8% 1. 0 % 1. 0 % 1.0 %1.8 % 1.5%1.2% 0.7% 1.5% 1.6% 5.0%1.5% 0.9% 1. 6 % 1. 1 % 0.9% 2.5% 8.0 % 7.3 % 1. 1 % 1.7% (4.7%) (5.3%) 1.5% 1.0 % 1.0% 1.9 % 1. 4 % (2.5%) 3.2% 1.0% 3.3% 2.7% 1.5% 2.0% 4.5% 1. 8 % 7.6 % 0.6 % 1. 0 % 1.8 % 1.0%1.2 % 1. 8 % 1.2 % 1 . 5 % 0.8% 2.4% 0.9 % 0.8%1.5% 1.3%1. 3 % 1.1 % 3.8 % 4.6 % 1.8% 0.5% 1.5% 0. 6 % 1. 4 % 1.4 % 0.6 % 2.6% 1. 5 % 0. 7 % 1.5 % 1.9 % 02 L4.04 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 LIMIT O F W O R K N MO N R O E S T R E E T LI M I T O F W O R K PR O P E R T Y L I N E 07 L3.01GATE 06 A0.31 13 L3.01 T TYP. PA PA PA PA PA PA PAPA PA T TYP. Q TYP. B T C B T TYP. C B Q T T S TYP. TYP. T TYP. T TYP. 0116 19Z AA 0319FM G JTYP. N H F F GG BB TYP. E A 03 DD KK 01 13 MM GG PA 16 21 15 01 K 02 1514 01 R X W TYP. TYP. TYP. D S TYP. L PA B F G Y D 07MATERIALS PLAN 1" = 20'-0" L1.01 MATERIALS PLAN - 16 10 16 Q 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 A B C D E CONCRETE PAVING - PEDESTRIAN TYPE 1 F KEY NOTE DET/ SHTDESCRIPTION COLOR / FINISH NATURAL GRAY/ MEDIUM BROOM FINISH REFERENCE KEYNOTES POOL G H J K L M N P Q R CONCRETE PAVING - POOL DECK CONCRETE PAVING - VEHICULAR DAVIS BAJA RED/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH EXISTING PAVING POOL DIVING BOARD POOL ACCESSIBLE LIFT PER AQUATICS PARKING LOT STRIPING/LETTERING PER CIVIL REGALSTONE BY RCP BLOCK NATURAL GRAY W/ PUMICE TUBE STEEL FENCE 18 CONCRETE MOW CURB POOL STAIRS/HANDRAIL EXISTING CURB PROTECT IN PLACE EXISTING GUTTER PROTECT IN PLACE EXISTING DRIVEWAY PROTECT IN PLACE CONC CURB/GUTTER PER CIVIL ADA EMBLEM PER CIVIL NATURAL GRAY/ 19 PER AQUATICS PER AQUATICS PER AQUATICS CONCRETE FREESTANDING WALL CMU FREESTANDING WALL ADA SIGNAGE PER CIVIL TRUNCATED DOME PAVERS FEDERAL YELLOW (A-40) S EXTERIOR SHOWER PER ARCHITECTURE T U BUILDING COLUMN V W X Y Z SLOT DRAIN CONC CURB RAMP PER CIVIL CONC WHEEL STOP PER CIVIL PER ARCHITECTURE POOL LADDER PER AQUATICS AA BB NATURAL GRAY/ LIGHT BROOM FINISH CC EXISTING WALL PROTECT IN PLACE EXISTING FENCING PROTECT IN PLACE PROTECT IN PLACEEXISTING LIGHTING EXISTING UTILITY YARD PROTECT IN PLACE AC PAVING PER CIVIL DD EE FF GG NATURAL GRAY/ LIGHT SANDBLAST FINISH CONCRETE PAVING - PEDESTRIAN TYPE 2 20 21 22 HANDRAIL AT STAIRS CONCRETE STAIRS BLEACHERS WITH 200 SEAT CAPACITY HANDRAIL AT RAMP NEW SOLAR PANELS EXISTING STAIRS/AMPHITHEATER PROTECT IN PLACE EXISTING TRANSFORMER PROTECT IN PLACE EXISTING BACKFLOW PROTECT IN PLACE EXISTING HANDRAIL PROTECT IN PLACE ELECTRIC VEHICLE CHARGER PER ELECTRICAL PER CIVIL ELECTRIC VEHICLE SIGNAGE PER CIVIL CONCRETE THICKENED EDGE AT FENCE TUBE STEEL SINGLE PEDESTRIAN GATE W/ PANIC HARDWARE CANTILEVERED FABRIC SHADE STRUCTURE TUBULAR STEEL DOUBLE PEDESTRIAN GATES GUARDRAIL 02/ L5.01 07/ L5.04 04/ L5.03 04/ L5.02 04/ L5.08 08/ L5.08 02/ L5.08 08/ L5.04 04/ L5.06 02/ L5.05 02/ L5.02 04/ L5.05 SITE FURNISHINGS LEGEND SYM.DESC.MANUF.MODEL #COLOR QTY.FINISH/PTRN.DTL 1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES. TRASH RECYCLING COMPOST LANDSCAPE FORMS CHASE PARK SIDE OPENING; LIDS: LANDFILL, RECYCLING, COMPOST LANDFILL-SILVER RECYCLING-BLUE COMPOST-GREEN POWDERCOAT 4 PAIRTR PER MANUF NOTE: A.SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS. B.VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION. COLOR PER LANDSCAPE ARCHITECT. PEDESTRIAN POLE LIGHT COMMENTSDESCRIPTIONSYM. PER ELECTRICAL MUSCO LIGHT PER ELECTRICAL EXISTING LIGHT CMU COLOR AND FINISH TO MATCH ARCHITECTURECMU RETAINING WALL 10/ L5.02 PROTECT IN PLACE AC SLURRY SEAL PER CIVIL KEY NOTE DESCRIPTION COMMENT SCORE BOARD PER AQUATICS TRASH ENCLOSURE PER ARCHITECTURE DEFERRED SUBMITTAL ITEM PER OWNER PERFORATED SCREEN PER ARCHITECTUREHH JJ KK LL CONCRETE PAD AT LIGHT BOLLARD CONCRETE FLUSH CURB AT FENCE NATURAL GRAY/04/ L5.04 PERFORATED METAL FENCE GALVANIZED, POWDERCOAT FINISH, COLOR BLACK PERFORATED METAL DOUBLE PEDESTRIAN GATE W/ PANIC HARDWARE 04/ L5.10 02/ L5.10 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16/ L5.08 NATURAL GRAY/ GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK PROTECT IN PLACE MM STARTING BLOCKS PER AQUATICS SITE LIGHTING LEGEND 23 24 DRINKING FOUNTAIN BIKE RACK 04/ L5.11 13/ L5.11 SILVER/ POWDERCOAT SILVER/ POWDERCOAT 25 TRASH AND RECYCLING RECEPTACLES REFER TO SITE FURNISHINGS LEGEND 02/ L5.01 02/ L5.01 02/ L5.01 MEDIUM BROOM FINISH LIGHT BROOM FINISH NATURAL GRAY/10/ L5.01 LIGHT BROOM FINISH MEDIUM BROOM FINISH 13/ L5.01 MATCH ADJACENT PAVING/ MEDIUM BROOM FINISH 26 TUBULAR STEEL DOUBLE VEHICULAR GATES 10/ L5.08 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK 27 METAL PANEL DOUBLE PEDESTRIAN GATES 04/ L5.12 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK 28 10/ L5.12 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK METAL PANEL SINGLE PEDESTRIAN GATE C * * * * * * * * * * * * NOTE: SEPARATE GRADING PERMIT KEYNOTE* 29 08/ L5.01 NATURAL GRAY / MEDIUM BROOM FINISH CONCRETE RETAINING CURB AT FENCE 15/ 01 EE 06 GB 16 07 CC (E) BLDG 15 04 05 01 16 Q B FF TYP. BLDG T FA12 B IRRIGATION CONTROLLER PER L6.01 04 LL IC 26 17 HH 05 TYP. SIM. MIRROR 04 L4.02 04 L4.03 10 L4.02 03 L4.01 03 L4.03 10 L4.03 10 L4.03 02,10 L4.01 04 L4.04 07 L4.01 04 L4.01 02 L4.02 08 L4.04 24 23 09 L4.02 03 L4.02 25 25 19 15 L4.02 10 L4.04 P A 11 TYP. PA PA 08 16 07 KK GATE 12 18 10 TYP. P P 15 10 L5.03 TYP. TYP. A 13 13 CO PA SYM.DESC.DESC.SYM. FOC BOC PB NOTES: A.UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND EXACT LOCATIONS. B.FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. SITE SYMBOLS LEGEND DOWN SLOPE DIRECTION OF RAMP PROPERTY LINE/ RIGHT OF WAY FIRE HYDRANT (PER CIVIL) DRAIN INLET (PER CIVIL) AREA DRAIN (PER CIVIL) CLEAN OUT (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) SANITARY SEWER MANHOLE (PER CIVIL) (E) REDUCED PRESSURE BFP (PER CIVIL) PIV/CHECK VALVE/FDC (PER CIVIL) ELECTRICAL PULL BOX (PER ELECT) LIMIT OF WORK EXPANSION JOINTS SAWCUT JOINT FACE OF CURB BACK OF CURB PLANTING AREA ALIGN SIGNAGE (PER CIVIL) 3 25' CLR. SIGHT, TYP 25' CLR. SIGHT, TYP NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G E V C H A R G I N G O N L Y E V CH A R G I N G O N L Y COMPA C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMP A C T COMPA C T COMPA C T COMP A C T COMP A C T COMP A C T NO PA R K I N G ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 N MO N R O E S T R E E T 07LAYOUT PLAN 1" = 20'-0" L2.01 LAYOUT PLAN - 20 ' - 9 " 12 ' - 3 " 3' - 0 " 2' - 9 " 11 ' - 6 " 6'- 7 " 13 ' - 6 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 27 ' - 1 0 " 9' - 1 " EQ . 20 ' - 8 " 3 E Q . EQ . 10 ' - 0 " 27 ' - 1 0 " 4 E Q . E.O.P CL CL CL CL 10 ' - 0 " 9'- 1 " 5'- 5 " 4' - 1 1 " 5'- 9 " 20'-6" 3 EQ. 6'-0"65'-4"13'-7" 2 EQ. 6'-0"12'-8" 2 EQ. 4'-8" 5'- 9 " 10'-4" F. O . B CL 19 ' - 2 " 2'- 3 " CL F.O.W 35'-0" 5 EQ. 4'-8" 2 1 ' - 0 " 9 ' - 8 " 2 E Q . 8' - 0 " 22'-1" 5 EQ. 19'-4" 5 EQ. 07 L3.01 13 L3.01 AL I G N ALIGN AL I G N ALIGN 21 ' - 6 " 4 E Q . 72 ' - 6 " 11 E Q . 13 ' - 3 " 2 E Q . 7'- 1 0 " 2 E Q . 10 ' - 0 " SE A T W A L L 1' - 5 " 14'-4"20'-7" 3'-6"7'-1" 30'-0"30'-0"30'-0" CL CL CL CL 104'-8" CL 2'-6" 5'-0" TYP. 19 ' - 3 " 3 E Q . 25'-9" 4 EQ. EQ.26'-4" 4 EQ. EQ. CL CL 25'-3" 4 EQ.CL 2'-8" 5'-0" 19 ' - 3 " WA L L 5'-9" 5'-5" 10'-6" 15'-10 " 6'- 0 " CL 6'- 2 " 19 ' - 7 " 8'- 3 " 39 ' - 2 " 11'-7"32'-3" 5'-0" 5' - 3 " 5'- 0 " 19 ' - 9 " CL 5' - 0 " 5' - 0 " 21 ' - 1 1 " CL 7'- 8 " 9' - 3 " 6'- 0 " 6'- 0 " 11 ' - 0 " 2 E Q . 6'- 1 0 " 1 8 ' - 0 " 4 E Q . 4' - 8 " 13'-0" 2' - 5 " SUPPLEMENTAL LAYOUT NOTES 1.POINT OF BEGINNING (P.O.B) #1 IS LOCATED AT THE NORTHWEST CORNER OF THE POOL. 2.POINT OF BEGINNING (P.O.B.) #2 IS LOCATED AT THE NORTHEAST CORNER OF THE PROPOSED BUILDING. 3.SEE SHEET L0.01 FOR LAYOUT & MATERIALS NOTES. 4.PLAN MEASUREMENTS ARE TO FACE OF WALL, CURB, OR OTHER FIXED SITE IMPROVEMENT, UNLESS NOTED OTHERWISE ON PLANS. LAYOUT SYMBOL LEGEND POINT OF BEGINNING (P.O.B.) ALIGN FACE OF BUILDINGF.O.B P.O.B. #1 CORNER OF POOL P.O.B. #2 F.O.B. 8' - 0 " 8'-0" 6' - 0 " 8'-0" 12'-8" 9'-4" 25' CLR. SIGHT, TYP 25' CLR. SIGHT, TYP 4 NO PA R K I N G NO P A R K I N G (208.32) FFE (208.32)FF ADMINISTRATION LOCKER ROOM 79 L F S = 0 . 0 1 0 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 07ENLARGEMENT PLAN - ACCESSIBLE PARKING AREA 1/8" = 1'-0" A A B 17 2213 09 20 03 PA PA PA PA PA PA 01 02 Q T U P TYP. TYP. 01 R 05 TTYP. S V 05 TYP. TYP. R Q 16 L3.01 MATERIALS AND LAYOUT ENLARGEMENT PLAN - 03 L4.01 01 PA 01 13ENLARGEMENT PLAN - EGRESS STAIRS AT SOUTH SIDE 1/8" = 1'-0" A 11 ' - 0 " 8' - 1 1 " 2'- 7 " 5' - 6 " 18 ' - 1 1 " 4 E Q . 6' - 6 " 5' - 0 " 2' - 0 " 6' - 4 " 5' - 8 " 5'- 0 " 4'- 4 " 1'- 0 " 5'- 6 " 8'-0"25'-7"14'-7"24'-7" R1'- 6 " R9'-6" 8' - 1 " 2' - 3 " 13 ' - 5 " 4'- 6 " 01 15 17 ' - 1 1 " 5'- 0 " 10 ' - 0 " SE A T W A L L 6'- 1 1 " 1'-11" CL 4'-10" F 16 05 L4.03 11 L4.03 18 CONFORM TO (E) CONCRETE PAVING 16 14 PA 10 F 25 G SUPPLEMENTAL LAYOUT NOTES 1.POINT OF BEGINNING (P.O.B) #1 IS LOCATED AT THE SOUTHEAST CORNER OF THE PROPOSED BUILDING 2.POINT OF BEGINNING (P.O.B.) #2 IS LOCATED AT THE SOUTHWEST CORNER OF THE SITE ON THE CENTER OF THE MUSCO LIGHT 3.SEE SHEET L0.01 FOR LAYOUT & MATERIALS NOTES. 4.PLAN MEASUREMENTS ARE TO FACE OF WALL, CURB, OR OTHER FIXED SITE IMPROVEMENT, UNLESS NOTED OTHERWISE ON PLANS. LAYOUT SYMBOL LEGEND POINT OF BEGINNING (P.O.B.) ALIGN FACE OF BUILDINGF.O.B P.O.B. #2 MUSCO LIGHT P.O.B. #1 F.O.B. 28 18 G 16 2'-0" 2'-8" 2'-8" 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 A B C D E CONCRETE PAVING - PEDESTRIAN TYPE 1 F KEY NOTE DET/ SHTDESCRIPTION COLOR / FINISH NATURAL GRAY/ MEDIUM BROOM FINISH REFERENCE KEYNOTES POOL G H J K L M N P Q R CONCRETE PAVING - POOL DECK CONCRETE PAVING - VEHICULAR DAVIS BAJA RED/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH EXISTING PAVING POOL DIVING BOARD POOL ACCESSIBLE LIFT PER AQUATICS PARKING LOT STRIPING/LETTERING PER CIVIL REGALSTONE BY RCP BLOCK NATURAL GRAY W/ PUMICE TUBE STEEL FENCE 18 CONCRETE MOW CURB POOL STAIRS/HANDRAIL EXISTING CURB PROTECT IN PLACE EXISTING GUTTER PROTECT IN PLACE EXISTING DRIVEWAY PROTECT IN PLACE CONC CURB/GUTTER PER CIVIL ADA EMBLEM PER CIVIL NATURAL GRAY/ 19 PER AQUATICS PER AQUATICS PER AQUATICS CONCRETE FREESTANDING WALL CMU FREESTANDING WALL ADA SIGNAGE PER CIVIL TRUNCATED DOME PAVERS FEDERAL YELLOW (A-40) S EXTERIOR SHOWER PER ARCHITECTURE T U BUILDING COLUMN V W X Y Z SLOT DRAIN CONC CURB RAMP PER CIVIL CONC WHEEL STOP PER CIVIL PER ARCHITECTURE POOL LADDER PER AQUATICS AA BB NATURAL GRAY/ LIGHT BROOM FINISH CC EXISTING WALL PROTECT IN PLACE EXISTING FENCING PROTECT IN PLACE PROTECT IN PLACEEXISTING LIGHTING EXISTING UTILITY YARD PROTECT IN PLACE AC PAVING PER CIVIL DD EE FF GG NATURAL GRAY/ LIGHT SANDBLAST FINISH CONCRETE PAVING - PEDESTRIAN TYPE 2 20 21 22 HANDRAIL AT STAIRS CONCRETE STAIRS BLEACHERS WITH 200 SEAT CAPACITY HANDRAIL AT RAMP NEW SOLAR PANELS EXISTING STAIRS/AMPHITHEATER PROTECT IN PLACE EXISTING TRANSFORMER PROTECT IN PLACE EXISTING BACKFLOW PROTECT IN PLACE EXISTING HANDRAIL PROTECT IN PLACE ELECTRIC VEHICLE CHARGER PER ELECTRICAL PER CIVIL ELECTRIC VEHICLE SIGNAGE PER CIVIL CONCRETE THICKENED EDGE AT FENCE TUBE STEEL SINGLE PEDESTRIAN GATE W/ PANIC HARDWARE CANTILEVERED FABRIC SHADE STRUCTURE TUBULAR STEEL DOUBLE PEDESTRIAN GATES GUARDRAIL 02/ L5.01 07/ L5.04 04/ L5.03 04/ L5.02 04/ L5.08 08/ L5.08 02/ L5.08 08/ L5.04 04/ L5.06 02/ L5.05 02/ L5.02 04/ L5.05 SITE FURNISHINGS LEGEND SYM.DESC.MANUF.MODEL #COLOR QTY.FINISH/PTRN.DTL 1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES. TRASH RECYCLING COMPOST LANDSCAPE FORMS CHASE PARK SIDE OPENING; LIDS: LANDFILL, RECYCLING, COMPOST LANDFILL-SILVER RECYCLING-BLUE COMPOST-GREEN POWDERCOAT 4 PAIRTR PER MANUF NOTE: A.SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS. B.VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION. COLOR PER LANDSCAPE ARCHITECT. PEDESTRIAN POLE LIGHT COMMENTSDESCRIPTIONSYM. PER ELECTRICAL MUSCO LIGHT PER ELECTRICAL EXISTING LIGHT CMU COLOR AND FINISH TO MATCH ARCHITECTURECMU RETAINING WALL 10/ L5.02 PROTECT IN PLACE AC SLURRY SEAL PER CIVIL KEY NOTE DESCRIPTION COMMENT SCORE BOARD PER AQUATICS TRASH ENCLOSURE PER ARCHITECTURE DEFERRED SUBMITTAL ITEM PER OWNER PERFORATED SCREEN PER ARCHITECTUREHH JJ KK LL CONCRETE PAD AT LIGHT BOLLARD CONCRETE FLUSH CURB AT FENCE NATURAL GRAY/04/ L5.04 PERFORATED METAL FENCE GALVANIZED, POWDERCOAT FINISH, COLOR BLACK PERFORATED METAL DOUBLE PEDESTRIAN GATE W/ PANIC HARDWARE 04/ L5.10 02/ L5.10 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16/ L5.08 NATURAL GRAY/ GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK PROTECT IN PLACE MM STARTING BLOCKS PER AQUATICS SITE LIGHTING LEGEND 23 24 DRINKING FOUNTAIN BIKE RACK 04/ L5.11 13/ L5.11 SILVER/ POWDERCOAT SILVER/ POWDERCOAT 25 TRASH AND RECYCLING RECEPTACLES REFER TO SITE FURNISHINGS LEGEND 02/ L5.01 02/ L5.01 02/ L5.01 MEDIUM BROOM FINISH LIGHT BROOM FINISH NATURAL GRAY/10/ L5.01 LIGHT BROOM FINISH MEDIUM BROOM FINISH 13/ L5.01 MATCH ADJACENT PAVING/ MEDIUM BROOM FINISH 26 TUBULAR STEEL DOUBLE VEHICULAR GATES 10/ L5.08 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK 27 METAL PANEL DOUBLE PEDESTRIAN GATES 04/ L5.12 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK 28 10/ L5.12 GALVANIZED, POWDERCOAT FINISH, COLOR BLACK METAL PANEL SINGLE PEDESTRIAN GATE C * * * * * * * * * * * * NOTE: SEPARATE GRADING PERMIT KEYNOTE* 29 08/ L5.01 NATURAL GRAY / MEDIUM BROOM FINISH CONCRETE RETAINING CURB AT FENCE 15/ CO PA SYM.DESC.DESC.SYM. FOC BOC PB NOTES: A.UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND EXACT LOCATIONS. B.FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. SITE SYMBOLS LEGEND DOWN SLOPE DIRECTION OF RAMP PROPERTY LINE/ RIGHT OF WAY FIRE HYDRANT (PER CIVIL) DRAIN INLET (PER CIVIL) AREA DRAIN (PER CIVIL) CLEAN OUT (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) SANITARY SEWER MANHOLE (PER CIVIL) (E) REDUCED PRESSURE BFP (PER CIVIL) PIV/CHECK VALVE/FDC (PER CIVIL) ELECTRICAL PULL BOX (PER ELECT) LIMIT OF WORK EXPANSION JOINTS SAWCUT JOINT FACE OF CURB BACK OF CURB PLANTING AREA ALIGN SIGNAGE (PER CIVIL) 5 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 1/4" = 1'-0"ELEVATION OF ENTRY GATE 04 1/4" = 1'-0"ELEVATION OF FENCING ALONG SOUTH EDGE OF POOL 02 L4.01 SECTIONS AND ELEVATIONS - 1/4" = 1'-0"ELEVATION OF SIDE GATE 071/4" = 1'-0"ELEVATION OF FENCING ALONG SOUTH EDGE OF POOL 10 1/4" = 1'-0"ELEVATION OF FENCING ALONG WEST EDGE OF POOL 03 MA T C H L I N E - S E E 0 2 A B O V E MA T C H L I N E - S E E 1 0 B E L O W PERFORATED METAL DOUBLE PEDESTRIAN GATE WITH PANIC HARDWARE PERFORATED METAL FENCE FACE OF BUILDING PERFORATED METAL DOUBLE PEDESTRIAN GATE WITH PANIC HARDWARE TUBE STEEL FENCEFINISH SURFACE AT POOL DECK (E) RETAINING WALL TUBE STEEL FENCEFINISH SURFACE AT POOL DECK (BEYOND)(E) RETAINING WALL(E) FINISH SURFACE AT AC TUBE STEEL FENCEPOOL DECK (BEYOND)(E) RETAINING WALL (E) FINISH SURFACE AT AC MA T C H L I N E - S E E 0 4 / L 4 . 0 2 8'-0" CLR 2'-1"2'-1" PERFORATED METAL FENCE 6'-0" CLR 11" 4'-10"16'-0" 2 EQ. FINISH SURFACE AT POOL DECK (BEYOND) 24'-0" 3 EQ. 64'-0" 8 EQ. 104' 13 EQ. CL CL CLCL 2" CLR 2" CLR 2" CLR CH A N G E I N D I R E C T I O N SE E 1 0 L E F T CL CL FE N C E P E R P E N D I C U L A R TO V I E W , S E E 0 2 / L 4 . 0 3 CL 16'-0" 2 EQ. 9'-1" 2 EQ. FE N C E P E R P E N D I C U L A R TO V I E W , SE E 0 2 / L 4 . 0 3 , S I M CL CH A N G E I N D I R E C T I O N SE E 0 3 A B O V E CL CL 04 04 L5.08 CL 8' - 0 " PERFORATED METAL SINGLE PEDESTRIAN GATE AND TUBE STEEL FENCE (BEYOND), SEE 05/L4.03 CH A N G E I N DI R E C T I O N SE E 1 1 / L 4 . 0 3 CL FACE OF BUILDING FACE OF ENCLOSURE 8' - 0 " 8'- 0 " CH A N G E I N D I R E C T I O N SE E 0 7 R I G H T CL FE N C E P E R P E N D I C U L A R T O V I E W SE E 0 4 / L 4 . 0 4 CL 3'- 6 " FINISH SURFACE AT AC TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS (BEYOND) TUBE STEEL FENCE WITH STRAIGHT PICKETS (BEYOND), SEE 11/L4.03 CL GUARDRAIL CMU RETAINING WALL 32'-0" 4 EQ. STAIR HANDRAIL CMU RETAINING WALL CONCRETE STAIRS 2'-9" 7'-1" 8' - 0 " STAIRS (BEYOND) 8'- 0 " TIE INTO EXISTING WALL PER 03 L5.02 4' - 7 " CL CMU RETAINING WALL 10 L5.02 THICKENED EDGE PER 10 L5.01 CARD READER PER TECHNOLOGY PLANS 02 L5.08 04 L5.08 02 L5.10 04 L5.10 04 L5.06 10 L5.02 08 L5.04 16 L5.08 04 L5.08 10 L5.05 10 L5.02 04 L5.08 FENCE POST FOOTING ADJ. TO BUILDING; TYP. 05 S1.11 PERFORATED METAL FENCE 04 L5.10 FENCE POST FOOTING ADJ. TO BUILDING; TYP. 05 S1.11 KNOX BOX PER 02 L5.10 6 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L4.02 SECTIONS AND ELEVATIONS - 1/4" = 1'-0"ELEVATION OF FENCING ALONG WEST EDGE OF POOL 04 1/4" = 1'-0"ELEVATION OF FENCING ALONG NORTH EDGE OF POOL 02 1/4" = 1'-0"ELEVATION OF FENCING AT CHAMFERED EDGE OF POOL 10 1/4" = 1'-0"ELEVATION OF FENCING ALONG RAMP 031/4" = 1'-0"SECTION THROUGH RAMP 09 (E) RETAINING WALL CMU RETAINING WALL TUBE STEEL FENCE PERPENDICULAR TO VIEW, SEE 04/L4.03 MA T C H L I N E - S E E 0 3 / L 4 . 0 1 CMU RETAINING WALL FINISH SURFACE TUBE STEEL FENCE CMU RETAINING WALL FINISH GRADE PERFORATED METAL DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE CMU FREESTANDING WALL FACE OF BUILDING HANDRAIL AT RAMP CMU RETAINING WALL PERPENDICULAR TO VIEW TUBE STEEL FENCE WITH STRAIGHT PICKETS TIE INTO EXISTING WALL PER 09 L5.02 3'-11" 16'-0" 2 EQ. MECHANICAL ROOM DOOR 96'-0" 12 EQ. 15'-0" 2 EQ. 9'-1" 2 EQ. 8'-0" CLR 8" 16'-0" 2 EQ. 3'-7" CMU RETAINING WALL 21'-7" 6 EQ. 1'-0"1'-0" FINISH SURFACE AT POOL DECK (BEYOND) 4'-5" CLCH A N G E I N D I R E C T I O N SE E 0 2 A B O V E TUBE STEEL FENCE CH A N G E I N D I R E C T I O N SE E 0 4 R I G H T 3" CLR CL CH A N G E I N DI R E C T I O N SE E 0 2 B E L O W , SI M CL CH A N G E I N DI R E C T I O N SE E 0 2 B E L O W CL CL CL 04 24'-0" 3 EQ. CH A N G E I N DI R E C T I O N SE E 1 0 L E F T CH A N G E I N D I R E C T I O N SE E 1 0 B E L O W CL CLCLCL 10 L5.02 04 L5.08 10 L5.02 04 L5.02 10 L5.02 04 L5.08 04 L5.08 02 L5.05 10 L5.02 02 L5.10 PE R C I V I L 8' - 0 " WA L L C H A N G E I N DI R E C T I O N SE E 1 0 L E F T WA L L C H A N G E I N DI R E C T I O N SE E 0 4 R I G H T TUBE STEEL FENCE 04 L5.08 PE R C I V I L 5'-5" CL WA L L C H A N G E I N DI R E C T I O N SE E 0 2 A B O V E WA L L C H A N G E I N DI R E C T I O N SE E 1 0 B E L O W CL TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16 L5.08 8'- 0 " PE R C I V I L 8'- 0 " CH A N G E I N DI R E C T I O N SE E 0 2 B E L O W CL 8'- 0 " 8' - 0 " HANDRAIL AT RAMPFINISH SURFACE 02 L5.05 8' - 0 " 1/4" = 1'-0"ELEVATION AT NORTH POOL GATE 15 PERFORATED METAL DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE CMU RETAINING WALL FACE OF BUILDING 8'-0" CLR 8"3" CLR FE N C E PE R P E N D I C U L A R TO V I E W SE E 0 3 R I G H T CL 10 L5.02 02 L5.10 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16 L5.08 8'- 0 " POOL DECK FINISH GRADE 320'-9" FINISH SURFACE FE N C E PE R P E N D I C U L A R TO V I E W SE E 0 3 R I G H T CARD READER PER TECHNOLOGY PLANS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L4.03 SECTIONS AND ELEVATIONS - 1/4" = 1'-0"SECTION/ELEVATION OF TUBE STEEL FENCING BY SOLAR PANEL YARD 04 1/4" = 1'-0"ELEVATION OF ON DECK STORAGE CMU WALL 03 1/4" = 1'-0"SECTION/ELEVATION OF STORAGE GATES 10 (E) CHAINLINK FENCE TUBE STEEL FENCE WITH STRAIGHT PICKETS TUBE STEEL DOUBLE PEDESTRIAN GATE FINISH SURFACE SCOREBOARD PER AQUATICS CMU FREE STANDING WALL TUBE STEEL DOUBLE PEDESTRIAN GATE CMU FREE STANDING WALL 65'-4" 6'- 0 " FINISH SURFACE 1/4" = 1'-0"SECTION/ELEVATION OF FENCE AT SOUTH CORNER 11 1/4" = 1'-0"SECTION/ELEVATION AT STAIRS 05 CL CL 04 FE N C E P E R P E N D I C U L A R TO V I E W SE E 0 4 / L 4 . 0 2 04 L5.08 02 L5.08 04 L5.02 CONCRETE PAVING AT POOL DECK 02 L5.08 04 L5.02 10 L5.02 3'-0" 3'-7" 6'-0" CLR. 2" CLR. 4'-2"13'-10" 2 EQ. 2" CLR. CL CL CL CL CH A N G E I N D I R E C T I O N CMU RETAINING WALL 10 L5.02 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS (BEYOND) 8'- 0 " 8' - 0 " (E) FINISH SURFACE 6'- 0 " 3" CLR. 6'-0" CLR. 1'-3" CL FE N C E P E R P E N D I C U L A R TO V I E W SE E 0 4 / L 4 . 0 2 TUBE STEEL FENCE WITH STRAIGHT PICKETS 04 L5.08 8'- 0 " 1'-8"7'-8" CL FE N C E P E R P E N D I C U L A R TO V I E W SE E 0 3 / L 4 . 0 1 CL CL 8' - 0 " 8' - 0 " PE R C I V I L CMU RETAINING WALL TUBE STEEL FENCE WITH STRAIGHT PICKETS 04 L5.08 POOL DECK CONCRETE PAVING AT POOL DECK TUBE STEEL FENCE WITH STRAIGHT PICKETS 04 L5.08 (E) RETAINING WALL (FOREROUND) 11" 4'-0" CLR. 2'-4"7'-0"2'-6" CL CL CL CL CL 10 L5.02 CMU RETAINING WALL (E) RETAINING WALL TUBE STEEL FENCE 04 L5.08 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 11'-0" 3 EQ. 08 L5.08 PERFORATED METAL SINGLE PEDESTRIAN GATE WITH PANIC HARDWARE 08 L5.04 CONCRETE STAIRS 8'- 0 " TUBE STEEL FENCE, SEE 03/L4.01 FENCE POST AT CMU WALL PER STRUCTURAL FENCE POST AT CMU WALL PER STRUCTURAL PE R C I V I L 16 L5.08 HANDRAIL AT STAIRS 04 L5.06 (E) RETAINING WALL FE N C E P E R P E N D I C U L A R TO V I E W SE E 1 1 R I G H T FE N C E P E R P E N D I C U L A R TO V I E W SE E 0 2 / L 4 . 0 1 1'-0" 1'-0" FOR SCOREBOARD FOOTING CONFIGURATION SEE 02 S1.12 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L4.04 SECTIONS AND ELEVATIONS - 1/4" = 1'-0"SECTION AT EXISTING RETAINING WALL 021/4" = 1'-0"SECTION AT CMU RETAINING WALL 08 1/4" = 1'-0"ELEVATION OF VEHICULAR GATE 04 2'-8" 3'-0" CLR. 10" 12'-0" CLR. 2'-2"2" CLR. FE N C E P E R P E N D I C U L A R TO V I E W S E E 1 0 / L 4 . 0 1 CL TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16 L5.08 POOL DECK 8'- 0 " 8' - 0 " PERFORATED METAL SINGLE PEDESTRIAN GATE WITH PANIC HARDWARE 08 L5.08 TUBE STEEL VEHICULAR GATE 10 L5.08 TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS 16 L5.08 (E) CHAINLINK FENCE SHADE STRUCTURE PER USA SHADE (DEFERRED SUBMITTAL) CONCRETE PAVING AT POOL DECK SHADE STRUCTURE FOOTING PER MANUFACTURER (SHOWN FOR REFERENCE ONLY) CONCRETE FREESTANDING WALL (BEYOND) 04 L5.03 TUBE STEEL FENCE04 L5.08 (E) RETAINING WALL (E) FINISH SURFACE SHADE STRUCTURE PER USA SHADE (DEFERRED SUBMITTAL) CONCRETE PAVING AT POOL DECK SHADE STRUCTURE FOOTING PER MANUFACTURER (SHOWN FOR REFERENCE ONLY) BLEACHERS PER OWNER CONCRETE PAVING TUBE STEEL FENCE 04 L5.08 CMU RETAINING WALL 10 L5.02 PE R C I V I L 8' - 0 " 02 L5.01 2" CLR 2'-4"4'-5"5'-6" CLCLCLCLCL 1/4" = 1'-0"ELEVATION OF FENCING ADJACENT TO VEHICULAR GATE 10 8' - 0 " 5'-0"1'-10" CL CLCLCL TUBE STEEL FENCE WITH STRAIGHT PICKETS 04 L5.08 TUBE STEEL FENCE WITH STRAIGHT PICKETS 04 L5.08 FE N C E P E R P E N D I C U L A R TO V I E W SE E 1 0 L E F T CL FE N C E P E R P E N D I C U L A R TO V I E W SE E 0 4 R I G H T CL 9 EQ . EQ . VA R I E S RE F E R T O KE Y N O T E 2 CONCRETE PAVING 3" = 1'-0" - 04 - CONCRETE PAVING; REFER TO MATERIALS PLAN KEYNOTE LEGEND FOR FINISH & COLOR. FOR PAVING THICKNESS & REINFORCEMENT SEE CIVIL NOTES: A.SAWCUT & EXPANSION JOINTS; REFER TO DETAIL. B.PROVIDE DOWELS WHERE NEW CONCRETE TIES INTO EXISTING PER DETAIL. C.PROVIDE THICKENED EDGE AT COLUMNS, SITE AND BLDG. WALLS, AND WHERE PAVING IS ADJACENT TO PLANTING AREAS. D.EXPANSION JOINT AT VERT. SURFACE, REFER TO E.PAVING JOINT AT CURB, REFER TO F.DO NOT ALLOW CONCRETE OVER-POUR INTO ADJACENT PLANTING AREA. 11 - AGGREGATE BASE SEE CIVIL SUBGRADE COMPACTION AND OVER EXCAVATION PER GEOTECHNICAL REPORT 10 - 03 C10 03 C10 12 3 4 1 2 3 4 08 - 14 - ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 04 CONCRETE PAVING; REFER TO DETAIL SPEED DOWEL; BY SIKA CORPORATION CONCRETE ACCESSORIES; PRODUCT # PSD12/ #4TX SAWCUT CONTROL JOINT; 1/8-INCH WIDE; CUT TO 1/4 DEPTH OF SLAB; PROVIDE TIGHT 1/8-INCH RADIUS ON EDGE OF PAVING BEFORE SAWCUTTING. CONCRETE PAVING REINFORCEMENT; REFER TO DETAIL JOINT ENLARGEMENT; REFER TO DETAIL PEDESTRIAN: 5/8" SMOOTH STEEL DOWEL 24" @ 18" O.C. VEHICULAR: 5/8" SMOOTH STEEL DOWEL 24" @ 18" O.C. AGGREGATE BASE AND SUBGRADE; REFER TO PAVING DETAIL B. EXPANSION JOINT A. SAWCUT CONTROL JOINT POUR "A"POUR "B" 02 - 03 C10 NOTES: A.REFER TO SWIMMING POOL DETAILS 1 AND 2 ON SHEET SP-6 FOR JOINTS AT POOL COPING AND DEEP WATER GUTTER 07 - CONCRETE PAVING JOINTS 3" = 1'-0" - 03 C10 1 2 3 4 5 6 7 1 6 3 4 4 157 7 2 1/ 2 " EXPANSION JOINT ENLARGEMENT N.T.S. 1/4" 145 CONCRETE PAVING; FIN. GRADE; PER DETAIL 1/4" EXPANSION MATERIAL; HOLD 1/2" BELOW FINISH GRADE; REFER TO SPEC FOR PRODUCT INFO. DOWEL; PER DETAIL 1/8" TOOLED RADIUS JOINT SEALANT WITH SEEDED SILICA SAND; SAND IS TO BE CASCADED OVER JOINT, EXCESS TO BE BRUSHED AWAY; COLOR TO MATCH CONCRETE CLOSED CELL BACKER ROD 04 - NOTES: FOR ADDITIONAL INFORMATION REFER TO DETAIL 04 - 02 - 3 2 TYP.TYP. 2 1 3 4 5 6 6 8" DE P T H V A R I E S RE F E R T O KE Y N O T E 5 3" CLR. TYP. 1 CONCRETE PAVING; REFER TO DTL. ADJACENT SURFACE/ FINISH GRADE; REFER TO PER MATERIALS PLAN #3 REINFORCING; CONTINUOUS EXTEND REINFORCEMENT FROM PAVING INTO THICKENED EDGE & WRAP ENDS THICKENED EDGE; 12" DEPTH FOR PEDESTRIAN PAVING; 18" DEPTH FOR VEHICULAR PAVING AND AT FENCE POSTS. BASE MATERIAL & COMPACTED SUBGRADE; PER GEOTECH REPORT EASE ALL EDGES; 1/4"R, TYP. FENCE POST AND FOOTING WHERE OCCURS, TYP. NOTES: A. ADD EXPANSION JOINTS AT ALL THICKENED EDGE CONDITIONS ADJACENT TO OTHER PAVING TYPES PER DETAIL B.PAVING JOINT AT CURB PER DETAIL 3" CL R . TY P 2 3 4 5 6 16 3 2 7 7 6" 02 - 04 - 14 - 4 CONC. PAVING THICKENED EDGE 1-1/2" = 1'-0" - 8 8 8 NOTES: A. PROVIDE EXPANSION JOINT AT ALL VERTICAL SURFACES. EXPANSION JOINT AT VERTICAL SURFACE 3"=1'-0" - 3 1 2 3 4 5 6 2" CLR. 1/4" CONCRETE PAVING AND REINFORCEMENT PER DETAIL EXPANSION JOINT FILLER; MATCH FULL DEPTH OF CONC. PAVING; REFER TO SPECS FOR MATERIAL JOINT SEALANT; COLOR TO MATCH CONCRETE COLOR W/SEEDED SILICA SAND BASE MATERIAL AND SUBGRADE PER GEOTECH REPORT FACE OF VERTICAL SURFACE 1/8" RADIUS 1/ 2 " 02 - 2 5 6 1 4 NEW CONCRETE PAVING AND REINFORCEMENT; REFER TO DTL. EXISTING CONCRETE PAVING 5/8" X 24" SMOOTH STEEL DOWEL AT 18" O.C. 5/8" SLIP SLEEVE DRILLED INTO EXISTING CONCRETE PAVING; DOWEL TO HAVE FREE MOVEMENT ON THIS SIDE JOINT SEALANT WITH SILICA SAND WITH BACKER ROD BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT 1/8" RADIUS; AT NEW CONCRETE PAVING CONCRETE PAVING TIE-IN 3"=1'-0" - 1 2 3 4 5 6 7 NOTES: A.PROVIDE AT ALL LOCATIONS WHERE NEW CONCRETE JOINS EXISTING CONCRETE. B. PROVIDE CLEAN SAWCUT AT EXISTING PAVING. EXTEND PROPOSED PAVING AS REQUIRED TO CLOSEST ADJACENT JOINT. C. SEE CIVIL PLANS FOR LIMIT OF DEMOLITION. 4 5 1 12"3" CLR. 02 - EQ . EQ . 2 3 6 7 1/ 2 " PAVING JOINT AT CURB 3"=1'-0" - 1 2 3 4 5 6 7 CONCRETE PAVING; REFER TO DTL. 24" DOWEL @ 18 O.C. CONCRETE PAVING STEEL REINFORCEMENT; REFER TO DTL. BASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT 1/8" RADIUS EXPANSION JOINT; REFER TO DTL. CONCRETE CURB; REFER TO CIVIL DTL. DRILLED 5/8" DIA. SLIP SLEEVE AT CONCRETE CURB; DOWEL TO HAVE FREE MOVEMENT THIS SIDE 02 - 123 5 4"2" 6 7 4 8 8 03 C10 04 - 040710 14 11 06 02 13CONC. PAD AT LIGHT BOLLARD 1-1/2" = 1'-0" - PLAN VIEW 1 1 2 3 4 1'- 6 " 1'-6" 9" CL EQ . EQ . CL 5 5 2 4 04 S1.11 CONC. PAD; COLOR AND FINISH PER MATERIALS LEGEND ADJACENT CONC. PAVING PER MATERIALS PLAN LIGHT BOLLARD; REFER TO ELEC. SCHED. FOR FIXTURE TYPE PLANTING AREA FOOTING BELOW; REFER TO DETAIL LUMINAIRE PROJECTION - SHALL NOT EXTEND INTO ADJACENT WALKWAY 3 6 6 CONC. RETAINING CURB @ FENCE 1" = 1'-0" - CONCRETE CURB FG/FS OF ADJACENT SURFACE VARIES PER CIVIL FENCE/NETTING CONCRETE CAISSON, REFER TO STRUCTURAL/SPORTSFIELD SPECIALTIES DETAIL WATERPROOFING WHERE PLANTING OCCURS, TYP PER #3 VERTICAL REBAR @ 12" OC MIN. #4 HORIZONTAL REBAR @ 12" OC MIN. FENCE/NETTING POST PER 06 - 11 L5.03 12 S1.01 01 SFS3 02 SFS3 08 10 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 04 L5.02 CONSTRUCTION DETAILS - CMU FREE STANDING WALL 3/4" = 1'-0" - 1 2 3 4 5 6 08 L5.01HT . P E R E L E V A T I O N S PER STRUCTURAL PE R ST R U C T U R A L 02 S1.11 CMU WALL CAP: 2"x8"x16". COLOR AND FINISH TO MATCH BLOCK. SEE LEGEND ON SHEET L0.01 FOR COLOR AND FINISH CMU BLOCK: 8x8"x16" RUNNING BOND, COLOR AND FINISH PER LAYOUT AND MATERIALS PLAN. INTEGRAL COLOR GROUT PER SPECIFICATIONS. FILL ALL CELLS SOLID. FINISH SURFACE / FINISH GRADE EXPANSION JOINT AT VERTICLE SURFACE FOR CMU WALL AND FOOTING REINFORCING, SEE FOR CMU WALL WITH SCOREBOARD, SEE COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A.SEE DETAIL AT COTROL AT CMU WALL 5 2 1 4 5 6 3 3 09 - 02 S1.12 CMU RETAINING WALL - 4' & HIGHER 3/4" = 1'-0" - 3/4" DRAIN ROCK 'MIRAFI' 140N FILTER FABRIC; LAP TOP 12" MIN. 4" PERFORATED DRAINLINE INSTALLED WITH PERFORATION DOWN; REFER TO CIVIL PLANS FOR CONNECTION TO STORM DRAIN SYSTEM FINISH GRADE; SEE CIVIL GRADING PLANS FOR FINISH SURFACE ELEVATIONS AND LANDSCAPE MATERIALS PLAN FOR ADJACENT SURFACE CONDITION. SUBGRADE; COMPACTION PER GEOTECHNICAL REPORT. FENCE OR GUARDRAILING POST PER NOTES: A.REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION NOT NOTED IN DETAIL. B.REFER TO STRUCTURAL DETAILS FOR ALL WALL REINFORCING SIZE AND SPACING. C.SEE DETAIL AT CONTROL AT CMU WALL 7 8 9 10 11 VA R I E S RE F E R T O C I V I L G R A D I N G P L A N PE R ST R U C T U R A L 1 2 3 4" 4 6 5 7 8 1'-0" 11 10 11 9 1' - 0 " 1 2 3 4 5 6 02 S1.11 8x2x16 CMU CAP; MATCH WALL BLOCK COLOR. SEE LEGEND ON SHEET L0.01 FOR COLOR AND FINISH CMU BLOCK: 8x8x16 RUNNING BOND; COLOR AND FINISH PER MATERIALS LEGEND. SEE 01/S1.12 FOR REINFORCING INFO. INTEGRAL COLOR GROUT; PER SPECS. FOOTING DIMENSIONS AND REINFORCEMENT PER STRUCTURAL DETAILS. FLUID APPLIED WATER PROOFING; APPLY 2 COATS; FULL HEIGHT OF WALL PROTECTION BOARD OVER WATER PROOFING 12 04 L5.05 04 L5.08 09 - 14 - 12 4' - 9 " E M B E D @ T U B E S T E E L F E N C E 2' - 6 " E M B E D A T G U A R D R A I L 10 08 02CMU WALL CAP 3" = 1'-0" - 1 NOTE: A.CAP TO BE FLUSH WITH FACE OF WALL. MANUFACTURER TO CUSTOM CUT BRICK CAP AS NEEDED. 1 2 3 2 3 4 4 2" X 8" X 16" SOLID CAP. FROM RCP BLOCK AND BRICK OR EQUAL; COLOR AND FINISH APPEARANCE TO MATCH FACE OF WALL. 1" DRILLED DEPRESSION 3/4" DEPTH. 3/8" DIA. X 8" ANCHOR BOLT @ 24" O.C. MAX MIN. 2 PER PIECE OF CAP. EPOXY INTO PLACE WITH HILTI HIT-HY 70(ICC ESR-2682) 8"x8"x16" CMU. COLOR PER KEYNOTE LEGEND ON SHEET L0.01. 2" 8" 14 2 1 2 3 3 02 L5.01 4 1 5 04 L5.01 6 5 PRECAST PAVER-TRUNCATED DOME TILES 1-1/2" = 1'-0" SAME 4 511 7 8 8 9 9 NOTE: A.TOTAL LENGTH OF TRUNCATED DOME TILES PER PLAN. B.TRUNCATED DOME TILES ARE TO CONFORM TO STATE ACCESSIBILTY STANDARDS. CONTRACTOR TO VERIFY STANDARDS PRIOR TO INSTALLATION. C.DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACE. EITHER LIGHT ON DARK OR DARK ON LIGHT. 4'-0" 4" T Y P . 2.3"-2.4" 2. 3 " - 2 . 4 " 0. 9 - 0 . 9 2 " 0. 4 5 - 0 . 4 7 " SECTION PLAN 0. 2 " 10 10 3" MIN. 9" MIN. 45° 11 7 P.O.T DIRECTION PRE-CAST TRUNCATED DOME TILES BY WAUSAU TILE. COLOR TO BE FEDERAL YELLOW (33538) OF SAE AMSSTD-595A. SHALL COMPLY WITH CBC 11B-247, 11B-250, 11B-705 MORTAR SETTING BED PER MANUF. CONCRETE PAVING PER BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT EXPANSION JOINT PER NOT USED FINISH SURFACE ADJACENT PAVING 5/8" SMOOTH STEEL DOWEL X 12" AT X 18" O.C. FOR VEHICULAR USE "SPEED DOWEL". SEE SPECS. CONCRETE CURB PER CIVIL DWGS. #4 REBAR AT 18" O.C. EACH WAY 2.3"-2.4" 2 8 5 PER STRUCTURAL A. LIGHT POLE BASE IN PAVING POLE BASE COVER. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2 FINISH GRADE @ PLANTING.3 4 5 6 7 8 14" RADIUS TYPICAL. 6 C.I.P. CONCRETE CAISSON DIMENSIONS AND REINFORCING PER STRUCTURAL FINISHED SURFACE PER MATERIALS AND LAYOUT PLAN 3 2" 5 7 B. LIGHT POLE BASE IN PLANTING POLE LIGHT FOOTING 1" = 1'-0" SCALE BASE PLATE AND ANCHOR BOLTS PER POLE MANUFACTURER SPEC'S. 9 LIGHT POLE PER ELECTRICAL PLANS.1 4" AT PLANTING CONDITION - TOP 4" OF CONCRETE FOOTING TO BE SQUARE AND TRANSITION TO CIRCULAR BASE. 1 4 PE R S T R U C T U R A L 3" TYP. SHRUB AREA 8 PER STRUCTURAL PE R S T R U C T U R A L 9 2 1 (AT SHRUB) 01 S1.11 6 BASE MATERIAL & COMPACTED SUBGRADE PER THE GEOTECHNICAL REPORT. CONTROL JOINT @ CMU WALL 1 1/2"" = 1'-0" CTL JT @ CMU PLAN VIEW DETAIL A A - CMU WALL 16" TYP. HOLD 3/8" CLR. HOLD 3/8" CLR. SPACE NOTES: 1. PROVIDE VERTICAL REINFORCEMNET AT END CELLS IN CMU WALL. 2. SEE STRUCTURAL FOR ADDITIONAL INFORMATION 3. GROUT TO MATCH BLOCK 4. PROVIDE JOINTS SPACED AT 20'-0" O.C. BACKER ROD AND SEALANT EACH SIDE WITH 3/8" EXPANSION MATERIAL 09 TYP. 2" 2" 6 7 8 5 4 7 6 3 8 1 2 5 4 3 2 1 CMU WALL; REFER TO MATERIAL PLAN FOR FINISH AND COLOR ADJOINING WALL, BUILDING OR OTHER VERTICAL SURFACE BACK EDGE OF WALL 2" X 2" REVEAL. FINISH ALL EXPOSED EDGES TO MATCH FACE OF WALL COLD JOINT BACK EDGE OF REVEAL. REVEAL TO BE CONTINUOUS ON ALL SIDES OF WALL UNLESS OTHERWISE INDICATED ON PLAN OR ELEVATIONS INSIDE EDGE OF REVEAL 1/8" TOOLED/STONED CORNERS AND EDGES 2" REVEAL AT END OF CMU WALL 3" = 1'-0"03COMBINED CAISSON W/ (2) POSTS 1"=1'-0" - LPA190403 EXEMPT FROM DSA SS REVIEW CONCRETE CAISSON PER METAL PICKET GATE POST PER #3 TIES @ 8" O.C. ALTERNATE 135 DEGREE HOOKS ALONG PERIMETER OF CAISSON (4) #4 LONG. BARS W/ STD. 90 DEGREE HOOK 1 2'-6" 3" C L R . 03 -19 L5.012 3 3 1 2 TYP. 4 4 TYP. 11 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 04 L5.03 CONSTRUCTION DETAILS - 08/23/2023 GFCI / JUNCTION BOX AT CONCRETE FREESTANDING WALL 3/4" = 1'-0" - NOTES: A.SEE PLANS FOR LOCATIONS. VERIFY IN FIELD WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH IN AND INSTALLATION. 1 2 3 4 5 6 7 CONCRETE FREESTANDING WALL PER NOT USED RECESSED GFCI, REFER TO AQUATICS PLANS AND ELEVATIONS FOR QUANTITY AND LOCATION JUNCTION BOX (FOR UNDERWATER POOL LIGHTS), REFER TO AQUATICS PLANS AND ELEVATIONS FOR QUANTITY AND LOCATION- SEE 02 & 03/ SP17 FOR MORE INFO. FINISH SURFACE PER MATERIAL PLANS COMPACTED SUBGRADE PER GEOTECHNICAL REPORT EXPANSION JOINT AT VERTICAL SURFACE PER CONDUIT PER AQUATICS PLANS CONCRETE WALL REVEAL DETAIL 2' - 0 " 1' - 3 " MI N . 4" MI N . 04 - 4"2"2"2"2" 8 ELEVATION CONCRETE FREESTANDING WALL 1 SECTION A 1' - 3 " MI N . 1 4 3 5 6 8 7 3 4 10'-0" TYP 08 L5.01 POOL 9 14 - 9 EQ.EQ. 10 18" UNLESS OTHERWISE NOTED ON PLAN 1%1% 3 7 2 1 5 3 4 1 2 3 4 5 6 7 CONCRETE FREE-STANDING WALL 1" = 1'-0" - NOTES: A. SNAP TIES AND REVEAL B. REFER TO PLANS & ELEVATIONS FOR LOCATION OF JOINTS. C. ALL FORM SEAMS ARE TO ALIGN WITH REVEALS SHOWN ON ELEVATIONS & PLANS. PROVIDE CUSTOM FORM BOARDS AS REQUIRED. D.PROVIDE PERMANENT NON-SACRIFICIAL ANTI-GRAFFITI COATING ON ALL EXPOSED WALL SURFACES.(SEE SPECS) E.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED F.DSA SSS REVIEW IS NOT REQUIRED PER IR A-22 11 - PE R C I V I L 24 " M A X . CONCRETE FREE-STANDING WALL PER MATERIALS PLAN. REFER TO KEYNOTE LEGEND FOR COLOR & FINISH 1/8" EASED EDGE RADIUS, TYP. ALL EDGES. NO CHAMFERS FINISH SURFACE/FINISH GRADE OVER-EXCAVATION, SUBGRADE SCARIFICATION/COMPACTION SHALL BE PER GEOTECHNICAL REPORT EXPANSION JOINT PER #4 @ 12" O.C. TOP OF WALL PER CIVIL GRADING PLAN (3) #4 CONTINUOUS AT TOP AND BOTTOM #4 @ 12" O.C. EACH WAY AND EACH FACE 2' - 0 " 8 8 08 L5.01 9 9 3" CLR. TYP. 6 EQ.EQ. 8 14 - TYP. 3/4" 3/ 4 " CONCRETE WALL REVEALS FULL SAME REVEAL @ COLD JOINTREVEAL 1/16" 3/4" 1/16"1/16" TYP.TYP.TYP. 3/ 4 " CONCRETE WALL PER MATERIALS PLAN. COLD JOINT. 1/8" TOOLED/STONED CORNERS & EDGES. NOTES: A. PROVIDE REVEAL @ ALL COLD JOINTS. B. REVEAL SHOULD BE CONTINUOUS ON SIDES & TOP OF WALL, UNLESS OTHERWISE NOTED ON PLAN OR ELEVATION. C. REFER TO PLANS & ELEVATIONS FOR JOINT SIZE & LOCATION. D. ALIGN ALL FORM JOINTS W/REVEALS. CUSTOM CUT FORMS AS REQUIRED. 1 2 3 3 1 1 13 2 TYP.TYP. 1/2" AS RE Q U I R E D INFILL AT SNAP TIE VOID FULL - 1 2 3 4 5 NOTES: A.ALL SNAP TIES TO BE ALIGNED VERTICALLY AND HORIZONTALLY ALONG THEIR CENTERLINES. B.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SNAP TIE LAYOUT TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. FACE OF WALL AS REQUIRED VOID FROM SNAP TIE CONE QUICK SET HYDRAULIC NON-SHRINK CEMENT SNAP TIE - CUT FLUSH WITH BACK OF CONE VOID 1 2 3 4 5 1114 EQ.EQ. 1'-0" 5 6 7 3 1 2 3 4 5 6 7 8 A.PROVIDE EXPANSION JOINT @ ± 20' O.C. W/ TOOLED CONTROL JOINTS AT ± 5' O.C. NOTES: 6" 2 4 FLUSH CONCRETE CURB; REFER TO MATERIALS PLAN FOR FINISH AND COLOR. FINISH GRADE/ FINISH SURFACE; REFER TO MATERIALS PLAN FOR ADJACENT SURFACE MATERIAL FENCE POST FOOTING FENCE POST EXPANSION JOINT AT VERTICAL SURFACE 1/4" RADIUS, TYP. (2) #3 REBAR CONTINUOUS 1 2 1/2" @ SHRUBS/GROUNDCOVER 1" @ TURF 1 1/2" = 1'-0"CONCRETE FLUSH CURB AT FENCE POST - 8 TYP. TYP. 08 L5.01 10 L5.09 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 CONCRETE STAIRS 3/4"=1'-0" - CAST-IN-PLACE CONCRETE STAIRS PER MATERIALS AND LAYOUT PLAN RISER HEIGHT PER CIVIL GRADING PLAN; 4" MIN - 7" MAX. ADJACENT SURFACE PER PLAN MATERIALS PLAN; FINISH GRADE EXPANSION JOINT; PER DETAIL STAIR NOSING; PER DETAIL BASE MATERIAL AND SUBGRADE; PER GEOTECH REPORT. #4 NOSING BAR W/STANDARD BAND EACH END; PROVIDE 1-1/2" CONCRETE COVERAGE; TYP. (2) # 4 REBAR CONT. #4 REBAR AT 12" O.C. EA. WAY 1/2" X 18" LONG SMOOTH STEEL DOWEL, 18" O.C. HANDRAIL POST AND EMBEDMENT; PER DETAIL 1 2 3 4 5 6 7 8 9 04 L5.01 14 - 3 10 3 10 EQ . EQ . 1'-0 " MIN . EQ . R I S E R S 5 11 04 L5.06 2 4 4 SLOPE TO DRAIN 1%; TYP. 90 ° 3 7 11 6 9 8 1'-0" TYP. 1'-6" TOP TREAD 9" MI N . 1' - 0 " 3" CL R . 9" MI N . TYP. 1 2 L5.04 CONSTRUCTION DETAILS - 04 0814 CONCRETE MOW CURB 3" = 1'-0" NOTES: A.PROVIDE SCORE JOINT EVERY 10'-0" OR TO ALIGN WITH PAVING JOINTS & EXPANSION JOINT EVERY 30' & AT EVERY CHANGE IN DIRECTION CONCRETE CURB; REFER TO MATERIALS PLAN FOR FINISH. PLANTING AREA; TOP OF BARK MULCH OR TURF. #4 CONTINUOUS HORIZONTAL REINFORCING. AMENDED TOP SOIL; FIN. GRADE ADJACENT TO CONC. BAND: 1" BELOW CONC. BAND AT TURF. 2" BELOW CONC. BAND AT SHRUB AND GROUNDCOVER AREA. 1/4" TOOLED RADIUS; TYP. AT BOTH SIDES OF BAND. COMPACTED SUBGRADE; PER GEOTECH REPORT. 1 2 3 4 5 6 10 - 1 243 TYP.TYP. 8" 6" 5 6 04 L5.01 07CONC. FLUSH CURB @ CORNER 3"=1'-0" - 1 90° 1 2 04 L5.01 SIM. NOTE: A.PROVIDE EXPANSION JOINT AS SHOWN AT ALL CHANGES IN DIRECTION. 3 04 L5.01 SIM. 3 2 CONCRETE MOW CURB EXPANSION JOINT, SEE SAWCUT, SEE PLAN VIEW 10 PLAN STAIR NOSING 6" = 1'-0" - CONCRETE STAIRS PER BALCO R-300 SINGLE COMPONENT STAIR NOSING, COLOR TO BE BLACK WITH MILL ALUMINUM FINISH 1/2" RADIUS @ TREAD NOSE EDGE OF STAIRS ANCHOR PER MANUFACTURER 01 - 3"1" 1/ 4 " 1 2 3 4 5 1"3" 1 1 2 2 3 4 5 SECTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L5.05 CONSTRUCTION DETAILS - 3' - 0 " T Y P . 1'-0" LEVEL POST EQUALLY SPACED +4'-0" O.C. MAX. 1'-0" LEVEL 3" 3'- 0 " HANDRAIL AT RAMP 3/4"=1'-0" - 1 5 3 4 5 7 8 5 1 2 3 4 5 6 7 8 9 08 L5.06 05 L5.07 SIM. 08 L5.06 11 L5.07 04 L5.07 1 3 5 4 A 7 PER PLAN 4'-0" MIN. CLR. 04 L5.07 6 SECTION A 08 L5.06SIM. SLOPE PER CIVIL TO P O F R A M P BO T T O M O F R A M P NOTES: A.ALL COMPONENTS ARE TO BE STAINLESS STEEL, SEE SPECS. B.GRIND ALL WELDS SMOOTH. C.1/8" EDGES TYPICAL ALL CORNERS. D.COLD GALVANIZED ALL FIELD WELDS. E.ALL HANDRAILS TO BE 4" MIN. FROM ADJACENT VERTICAL SURFACE UNLESS OTHERWISE NOTED ON PLAN. F.PROVIDE HANDRAILS ON BOTH SIDES OF RAMP, TYPICAL 1.66" O.D. SCH. 40 STAINLESS STEEL PIPE. NOT USED 1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL POST. 1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL BOTTOM RAIL. CONCRETE PAVING; FINISH GRADE POST EMBEDMENT IN CONCRETE THICKENED EDGE BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. BASE PLATE TYP. ALL POSTS. TOP OF RAMP/BOTTOM OF RAMP RAMP 1:12 SLOPE MAX. 8 TYP. TYP. END 05 L5.07 MID 04 02 3" TYP. PER ELEVATION 3'- 6 " 11 L5.07 3" 4" O.C. MAX, TYP. UN O O N E L E V A T I O N S 3/4" X 3" SOLID STOCK STEEL TOP RAIL. 1-1/2" x 1/2" SOLID STOCK STEEL INTERMEDIATE RAIL. 1-1/2" x 3/4" SOLID STOCK STEEL POST. 1/2" x 1/2" SOLID STOCK STEEL PICKETS 1-1/2" x 1/2" SOLID STOCK STEEL BAR BOTTOM RAIL. BASE PLATE TYP. ALL POSTS. CMU RETAINING WALL FINISH GRADE NOTES: A.ALL COMPONENTS ARE TO BE HOT DIPPED GALVANIZED STEEL B.GRIND ALL WELDS SMOOTH. C.1/8" EDGES TYPICAL ALL CORNERS. D.COLD GALVANIZED ALL FIELD WELDS. 3" 3" 3'- 6 " 2'- 6 " E M B E D EQ.EQ. 1'-0" 11 L5.07 07 L5.07 GUARDRAIL 3/4"=1'-0" - 2'- 6 " E M B E D ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 04 STAIR HANDRAIL END POST EMBEDMENT 1 1/2" = 1'-0" - 1 2 4 5 1 2 3 4 5 10 L5.06 SIM. 6 6 8" STAINLESS STEEL POST CONCRETE PAVING BOTTOM RAIL @ RAMPS ONLY CONCRETE FOOTING COMPACT PER GEOTECH REPORT CAST IN PLACE, CORE DRILL, OR PROVIDE SLEEVE. SET POSTS W/NON SHRINK GROUT. IF CORE DRILL IS PROVIDED FINAL SECTION IS TO MATCH FOOTING DIMENSION. CORE DRILL OR SLEEVE TO BE SMALLER THAN COVER PLATE. (2) SMALL OVERLAPING CORE HOLES MAY BE REQUIRED NOTES: A.ALL COMPONENTS ARE TO BE HOT DIPPED GALVANIZED STAINLESS STEEL, REFER TO SPEC. B. REFER TO FOR SIZES. 45°4" 8"6" 04 L5.06 STAIR HANDRAIL EMBEDMENT 1-1/2" = 1'-0" - EQ.EQ. 1 2 3 4 5 6 1 2 3 4 5 6 8" M I N I M U M 04 - 11 L5.07 HANDRAIL POST, SEE CONCRETE STAIRS, SEE BASE PLATE, SEE STAIR NOSING, SEE C.I.P. CORE DRILL OR PROVIDE KNOCK-OUT. SET POSTS WITH NON-SHRINK GROUT. BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 08 L5.04 08 L5.04 L5.06 CONSTRUCTION DETAILS - HANDRAIL AT STAIRS 3/4"=1'-0" - 04 L5.07 1'-0" TREAD LENGTH 1'-0" 3'- 0 " 3'- 0 " 05 L5.07 EQ.EQ. POSTS EQUALLY SPACED 4'-0" O.C. MAX 10 - 02 - 11 L5.07 1 2 3 4 5 6 1 2 54 4 6 3 NOTES: A.ALL COMPONENTS ARE TO BE SCHEDULE 40 GALV. STEEL, SEE SPECS. B.GRIND ALL WELDS SMOOTH. C.1/8" EDGES TYPICAL ALL CORNERS. D.COLD GALVANIZED ALL FIELD WELDS. E.ALL HANDRAILS TO BE 4" CLEAR MIN. FROM VERTICAL SURFACE. 1.66" O.D. SCH 40 STAINLESS STEEL PIPE. 1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL POST. 3" DIA. X 1/4" THICK STAINLESS STEEL BASE PLATE FINISH SURFACE CAST IN PLACE, CORE DRILL, OR PROVIDE KNOCKOUT. SET POSTS W/ NON SHRINK GROUT. C.I.P. CONCRETE STAIRS. PER 08/L5.04 TYP. RAMP HANDRAIL EMBEDMENT 1 1/2" = 1'-0" - 1'-0" 3" 1 4 3 5 1 2 3 4 5 11 L5.07 6 6 NOTES: "X " TO P O F R A M P 1.66" x 3/4" THICK SOLID STAINLESS STEEL POST. FINISH SURFACE. 1-1/2" x 3/4" THICK SOLID STOCK STANLESS STEEL BOTTOM RAIL. CONCRETE PAVING BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT CAST IN PLACE, CORE DRILL OR PROVIDE KNOCKOUT. SET POSTS WITH NON SHRINK GROUT PER 8" 45°4" 02 - 10 08 02 15 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 04 L5.07 CONSTRUCTION DETAILS - 07 HANDRAIL END CONNECTION-D1 6" = 1'-0" - 1" 2" 3/4"3/4" CL EQ.EQ. 2 1 2 3 PEDESTRIAN PATH SIDE SIDE ADJACENT TO WALL 4 END ELEVATIONSIDE ELEVATION 5 1.66" O.D. SCH. 40 STAINLESS STEEL PIPE 1-1/2" X 34" THICK SOLID STOCK STAINLESS STEEL POST. CONTINUOUS FILLET WELD WELD ALL AROUND, GRIND SMOOTH. 1/8" MIN. RADIUS, TYP. 1 2 3 4 5 05 - NOTE: MID RAIL CONNECTION, SEE3" EQ.EQ. 3" EQ . EQ . BASE PLATE PLAN ENLARGEMENT FULL - 5 6 3 4 2 1 5 1 2 3 4 5 6 3" C L R . 3" C L R . 3/ 4 " 3/ 4 " 1/8" THICK SOLID STOCK STAINLESS STEEL PLATE. BLACK PVC SHIM BELOW. CAST INTO PLACE, CORE DRILL, OR PROVIDE KNOCKOUT. SET POST W/ NON SHRINK GROUT. STEEL POST PER HANDRAIL: GUARDRAIL: FACE OF WALL. WIDTH PER PLAN. CONTINUOUS WELD ALL FOUR SIDES OF POST TOP SIDE OF PLATE ONLY. 04 L5.06 04 L5.05 EQ.EQ. 3" 3" BASE PLATE ENLARGEMENT FULL - 1/4" TYP. 07 - 1 3 4 5 2 6 7 8 1 2 3 4 5 6 7 8 1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL BOTTOM RAIL, WHERE OCCURS. 1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL POST. CONTINUOUS G.T.A.W. FILLET WELD, TYP. CONCRETE PAVING. 3" DIA. X 1/8" SOLID STOCK PLATE. SLOPE W/ GRADE @ RAMP. 1/8" THICK BLACK PVC SHIM. CONTINUOUS FILLET WELD. FOUR SIDES OF POST-ON TOP SIDE OF PLATE ONLY. EMBED INTO STAIRS/PAVING, SEE 02 L5.06 10 L5.06 11 HANDRAIL MID CONNECTION-D1 6"=1'-0" - 1 2 3 1 2 3 3 SECTIONELEVATION 3/4"3/4" 1 EQ.EQ. 2 2" CU T A N D G R I N D SM O O T H F R O M ON E S I N G L E PO S T 1" CU T A N D GR I N D SM O O T H FR O M ON E SI N G L E PO S T 1.660" O.D. SCH. 40 STAINLESS STEEL PIPE. CONTINUOUS 1/4" FILLET WELD BOTTOM SIDE ONLY. 1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL 'SINGLE' POST. (WELDING OF POSTS TOGETHER SHALL NOT BE ACCEPTABLE) 05 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 04 14 L5.08 CONSTRUCTION DETAILS - 08 02 10 TUBULAR STEEL FENCE 1/2"=1'-0" - PE R E L E V A T I O N S 8' - 0 " M A X . 2" MA X . 8'-0" MAX. 1" SQUARE 14 GAUGE TUBULAR STEEL FENCE PICKETS WITH CURVED TOP. PUNCH THROUGH TOP RAIL 4-11/16" O.C. EQUALLY SPACED 1-3/4" SQ. 14 GAUGE TUBULAR STEEL TOP RAIL CONCRETE MOW CURB PER BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT 4" SQ. 11 GAUGE TUBULAR STEEL POST @ ALL ENDS AND CHANGES IN DIRECTIONS 1-3/4" SQ. 14 GAUGE TUBULAR STEEL BOTTOM RAIL 3" SQ. 1/4" TUBULAR STEEL LINE POST W/ FENCE POST CAP FLAT MOUNT PANEL BRACKET PER MANUFACTURER NOTES: A.DESIGN BASED ON MONTAGE II 'INVINCIBLE' 2 RAIL SYSTEM. B.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. C.ALL TUBULAR STEEL PICKETS AND POSTS SHALL HAVE FLAT CAPS PER MANUFACTURER. D.SEE ELEVATIONS FOR POST LOCATIONS E.MAINTAIN POSTS & ALL PICKETS VERTICAL ON SLOPED AREAS. F.ALL PICKETS, RAILS, POSTS, AND HARDWARE SUPPLIED BY MANUFACTURER. G.ALL PICKETS, RAILS, AND POSTS PRE-CUT TO SPECIFIED LENGTHS AND ALL RAILS PRE-PUNCHED TO ACCEPT PICKETS. H.GROMMETS INSERTED INTO PRE-PUNCHED HOLES IN RAILS AND PICKETS INSERTED THROUGH GROMMETS PER MANUFACTURER'S SPECIFICATIONS. I.ATTACH PICKETS TO RAILS PER MANUFACTURER. J.ALL TUBULAR STEEL PICKETS AND POST SHALL HAVE WELDED STEEL CAP PER 8231 - 9 6 5 4 7 1 2 3 4 5 6 7 8 9 04 L5.04 08 L5.09 04 L5.09 10 L5.09 10 L5.09 TUBULAR STEEL SINGLE PEDESTRIAN GATE 1/2"=1'-0" - NOTES: A. ADDITIONAL INFORMATION PER B.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. 1 2 3 4 5 6 7 8 9 10 6 8 8' - 0 " 2 7 PER ELEVATION 5 11 9 9 2 3'- 6 " M I N / 3 ' - 8 " M A X 3" MA X . TUBULAR STEEL GATE POST: 4" @ PEDESTRIAN GATE, 6" @ VEHICULAR GATE 1-3/4" SQ. TUBULAR STEEL GATE FRAME ADJACENT WALL OR FENCE, REFER TO ELEVATION ADJACENT VEHICULAR GATE OR FENCE, REFER TO ELEVATION FINISH SURFACE BASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT TUBULAR STEEL POST CAP PER 1-3/4" SQ. TUBULAR STEEL BOTTOM RAIL LOCINOX MAMMOTH-HD 180° HINGE 12 GA. STEEL GALVANIZED KICKPLATE PER PANIC HARDWARE ON INSIDE OF GATE. VON DUPRIN, SERIES 98 PER PERFORATED SHEET METAL INSTALL AT GATE AND 24" WIDE ON ADJACEN FENCE OR GATE PANEL WHERE OCCURS, PER 08 L5.09 11 L5.09 04 - 10 L5.09 14 L5.09 04 L5.09 12 02 L5.09 11 02 L5.10 05 L5.09 3" CLR. 10 " MI N . TYP. 10 1 1 4 7 3 CLCL SWING GATE ENLARGEMENT 3/4"=1'-0" - 12 " 1" M I N / 3" M A X 2 1/4" 4" SQ. POST PER MANUFACTURER @ ALL ENDS & CHANGES IN DIRECTIONS. (UNLESS OTHERWISE NOTED @ GATES) EXTRA HEAVY DUTY HINGES. FINISH, COATING, & COLOR TO MATCH GATE. (TOP, MIDDLE, AND BOTTOM) WELDED TUBULAR STEEL CAP PER 1-3/4" SQ. TUBULAR STEEL SIDE FRAMES 1-3/4" SQ. TUBULAR STEEL TOP RAIL 1" SQ. TUBULAR STEEL FENCE PICKET PER MANUFACTURER 1-3/4" SQ. TUBULAR STEEL BOTTOM RAIL FINISH SURFACE STEEL GALVANIZED KICKPLATE PER 4-11/16" O.C. MAX EQUALLY SPACED MITRE ALL CORNERS NOTES: A.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. B.ALL WELDS SHALL BE 1/8" CONTINUOUS FILLET OR FULL DEPTH PARTIAL PEN. BUTT WELD ALL JOINTS. GRIND SMOOTH PRIOR TO GALVANIZING. C.FIELD GALVANIZE ALL FIELD WELDS. D.ALL TUBULAR STEEL PICKETS & POSTS SHALL HAVE WELDED TUBULAR STEEL CAPS PER E.ALL TUBULAR STEEL MEMBERS TO BE HSS 316" MIN. EXCEPT PICKETS. ALL PICKETS TO BE TUBE STEEL 14 GA. F.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. 10 1 2 3 4 5 6 7 8 9 10 11 98 6 5 3 4 2 1 08 L5.09 11 L5.09 08 L5.09 6 7 11 1 2 4 TYP. @ PICKETS 1/16 TYP. @ GATE FRAME AND POST 1/8 1/8 (3) SIDES 1" 1' - 0 " 9" FINISH SURFACE EQ.EQ.EQ.EQ. METAL GATE TOP VIEW 1 1/2"x 1 1/2"x 1 1/2" LONG ANGLE-PUNCH 5/8" HOLE FOR CANE BOLT & SLOT AT TOP ANGLE, 4 TYP. CANE BOLT TO ACCOMODATE KNOX PAD LOCKS. 6" CANE BOLT 3" = 1'-0" - 1/4" LONG 3/16" STL. ROD-WELD TO CANE BOLT 1/2" DIA. x 18" LONG CANE BOLT (2 TYP.) 7/8" DIA.GALVANIZED PIPE SLEEVE SET IN CONCRETE. NOTE: 1.ALL HARDWARE FINISH & COLOR TO MATCH GATE. 2.PROVIDE FIRE DEPT. APPVD. LOCK FOR EACH CANE BOLT. LOCKS TO BE KEYED THE SAME. PROVIDE DUPLICATE KEYS FOR OWNER. 3.PROVIDE SLEEVE FOR BOTH OPEN AND CLOSED POSITION.(TYP. ALL GATES) 4.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED. 1 2 3 4 5 6 6 5 4 3 2 1 2 15 " M I N . 10 " 1/2" TUBULAR STEEL DOUBLE PEDESTRIAN GATE 1/2"=1'-0" - NOTES: A. ADDITIONAL INFORMATION PER B.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. C.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. 1 2 3 4 5 6 7 8 9 10 5 12 8' - 0 " M A X . 32 7 PER ELEVATION 4 10 " MI N . 2" MA X . 11 9 9 3' - 0 " 3" MA X . 1" SQ. TUBULAR STEEL FENCE PICKET - MATCH FENCE PICKET 1-3/4" SQ. TUBULAR STEEL GATE FRAMES 4-11/16" O.C. EQUALLY SPACED FINISH SURFACE BASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT 4" SQ. TUBULAR STEEL POST FLAT CAP PER MANUFACTURER 1-3/4" SQ. TUBULAR STEEL BOTTOM RAIL ADJACENT FENCING PER LOCINOX MAMMOTH-HD 180° HINGE 12 GA. STEEL GALVANIZED KICKPLATE PER DOUBLE CANE BOLE PER SLIDE BOLT PER 04 - 11 L5.09 04 - 12 17 - 14 - 3" CLR. 8 2'-0" MIN. 10 12 09 - TYP. TYP. 1 TYP. TYP. 1'-3" 6'- 0 " 7 METAL PANEL GATE 3" = 1'-0" - 7/8" PIPE SLEEVES- WELD TO GATE FRAME AND FOR FULL LENGTH OF PIPE STEEL GATE FRAME 3/4" DIA. ROD 4"1"2"5"4" 6 1/2"6 1/2" 10" CLR. SLIDE BOLT 17 1 2 3" SQ. 1/4" TUBULAR STEEL LINE POST CHANNEL RAIL, BRACKET, & PICKET TO MATCH FENCE PANEL W/ STRAIGHT PICKETS; REFER TO DTL. 3'-0" MAX PER ELEV. 6' - 0 " TUBE STEEL CANTILEVER PANEL1/2"=1'-0" - 1 4 3 3 END POST FOOTING; REFER TO DETAIL FINISH GRADE4 04 L5.08 10 L5.09 WITH STRAIGHT PICKETS 2 16 6 8 10 234 79 3" M A X 1 12'-0" CLR. 10 L5.09 1 2 3 4 5 6 7 8 9 10 04 - NOTES: A.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. B.OPEN-MESH GATES W/MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION TUBE STEEL VEHICULAR GATE 1/2"=1'-0" 14 - 8' - 0 " 1" SQ. TUBE STEEL PICKETS 1-3/4" SQ. TUBE STEEL SIDE FRAMES 4-11/16" O.C. MAX. EQUALLY SPACED 1-3/4" SQ. TUBE STEEL TOP RAIL, ALIGN WITH TOP OF PICKETS OF ADJACENT FENCE FINISH SURFACE BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT 4" SQ. TUBULAR POST FLAT CAP PER MANUFACTURER 1-3/4" SQ. TUBULAR STEEL BOTTOM RAIL ADJACENT FENCING, SEE LOCINOX MAMMOTH-HD 180° HINGE 5 IC S1.11 TYP. 10 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L5.09 CONSTRUCTION DETAILS - 0410 05 GATE FRAME GATE PANIC HARDWARE 6" = 1'-0" - - 14 2" X 3" T.S. INTERMEDIATE RAIL STEEL HOUSING AT LEVER HARDWARE PANIC HARDWARE PUSHBAR PANIC HARDWARE MECHANISM CASE PANIC HARDWARE CENTER CASE NOTE: EXTERIOR USE PANIC HARDWARE ATTACH EXTERIOR USE PANIC HARDWARE TO TUBULAR STEEL RAIL AND STEEL HOUSING PER MANUF. RECOMMENDATIONS, USING ALL AVAILABLE SCREWS / MOUNTING POINTS. REFER TO TUBULAR STEEL GATE JAMB 3" = 1'-0" - 1 2 3 4 2PUSH SIDE PULL SIDE 5 6 7 PERFORATED METAL PANEL (WHERE PANIC HARDWARE OCCURS ONLY) SEE PANIC HARDWARE VON DUPRIN SERIES 9824-F, 630 FINISH WITH SCHLAGE RIM CYLINDER 20-057 ICX 626 AND I.C. CORE 20-740 626 1" SQ. TUBE STEEL PICKETS. CENTERED ON TOP AND BOTTOM RAIL PER MANUFACTURER 1-3/4" TUBE STEEL BOTTOM RAIL 4" TUBULAR STEEL FENCE POST FULL HEIGHT ASTRAGAL ATTACHED TO GATE NOT USED GATE HARDWARE. SEE 351436 08 L5.08 1/ 2 " MA X 8 14 - 8 NOTE: OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. TUBULAR STEEL CAP 3"=1'-0" - 1/4" THICK STEEL PLATE BUTT WELD TUBE STEEL FENCE MEMBER1 2 1 2 3 31/8 NOTES: A.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. B.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. TUBE STEEL GATE KICKPLATE 6" = 1'-0" - 10" 3" MAX. NOTES: A.ADDITIONAL NOTES PER B.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. TUBULAR STEEL FENCE PICKET TUBULAR STEEL RAIL FRAME 12 GA. STEEL GALVANIZED KICKPLATE. WELD TO FRAME TOP & BOTTOM. MOUNT FLUSH W/BOTTOM OF FRAME TUBULAR STEEL GATE POST BEYOND TUBULAR STEEL BOTTOM RAIL FRAME 04 L5.08 11 2 2 3 3 4 4 5 5 3/8" LEVER HARDWARE 1 1/2"=1'-0" - L5.10 02 1 2 3 4 5 6 7 4 3 2 7 1 5 6 DELIVERY TO SITE. D. SHOP WELD HOUSING TO GATE PRIOR TO EXTRA HEAVY DUTY MORTISE LOCK. C. LOCK AND HOUSING TO BE EXTERIOR GRADE B. SEE DOOR SCHEDULE FOR HARDWARE. A. STEEL HOUSING TO MATCH GATE FINISH AND COLOR NOTES: 8 8 GATE POST/GATE FRAME GATE FRAME STEEL HOUSING. VERIFY EXACT SIZE OF FABRICATED STEEL HOUSING W/ MANUFACTURER OF HARDWARE. MORTISE LOCKSET SCHLAGE LV9070P 03A 630 HANDLE / ONLY ON ONE SIDE. PANIC BAR IS ON THE OTHER SIDE OF GATE BOLT KEEPER TO MATCH GATE LATCH BOLT PERFORATED SHEET METAL PER LOCK MORTISE CYLINDER 3" M A X . A - SWING GATE B - FENCE NOTES: CONCRETE FOOTING PER OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. HE I G H T V A R I E S SE E P L A N S A N D E L E V A T I O N S HE I G H T V A R I E S SE E P L A N S A N D E L E V A T I O N S TUBE STEEL GATE/FENCE CONNECTION 3/4" = 1'-0" - 1 OUTSIDE FACE OF GATE/FENCE TUBULAR STEEL RAIL FRAME STAINLESS STEEL TAMPER RESISTANT SCREWS @12" O.C. WHERE OCCURS PANIC HARDWARE 18 GA. CUSTOM PERFORATED SHEET METAL. 3/16" DIA. 1/2" STAGGERED CENTERS. PROVIDE 1" CLEAR BORDER AROUND PERIMETER. CUSTOM AS PART OF THE PERFORATED SHEET WHERE OCCURS TUBULAR STEEL FENCE PICKET TUBULAR STEEL POST BEYOND STEEL GALVANIZED KICKPLATE PER TUBULAR STEEL BOTTOM RAIL FINISHED SURFACE 2 3 4 5 6 7 8 10 1 1 2 2 9 9 3 3 4 5 5 6 6 77 8 1010 2 11 - 10 - 9 TUBULAR STEEL FENCING FOOTING 1"=1'-0" - EXPANSION JOINT PERCONCRETE FOOTING AND REINFORCING PER EQ.EQ. 12" 6" MI N . CONCRETE MOW CURB PER 4" PER STRUCTURAL B. FOOTING AT EDGE OF PAVING C. FOOTING AT FINISH SURFACE TUBULAR STEEL INTERMEDIATE & END POST FINISH SURFACE/FINISH GRADE1 2 3 4 1 5 6 1 1 2 2 23333 5 5 5 6 4 44 08 L5.01 04 L5.04 BASE MATERIAL AND COMPACTED SUB-GRADE PER (SEE GEOTECH REPORT) 6" 01 S1.11 NOTES: A.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED. B.FOR FOOTING ON CUM RETAINING WALL, REFER TO 06 S1.11 14 11 08 02 1INSIDE OUTSIDE TUBULAR STEEL GATE SECTION 3" = 1'-0" - TUBULAR STEEL HINGE POST1 2 3 4 TUBULAR STEEL GATE FRAME 5 6 TUBULAR STEEL JAMB POST STEEL HOUSING 7 PANIC HARDWARE 8 LEVER HARDWARE WITH CYLINDER LOCK 9 PANIC HARDWARE STRIKE, VON DUPRIN MODEL #299 SURFACE MOUNTED GATE HINGE 09 L5.08 34 5 8 9 NOTES: REFER TO GATE DETAIL FOR TUBULAR STEEL SIZES AND ADDITIONAL INFORMATION 6 02 - CUSTOM 16 GA. PERFORATED METAL PANEL 10 INSIDE OUTSIDE 2 8 96 107 74 10 TUBULAR STEEL INTERMEDIATE RAIL AT PANIC HARDWARE02 L5.10 14 - TYP. 03 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L5.10 CONSTRUCTION DETAILS - 1' - 7 1 / 2 " CL 1' - 6 " CL 1' - 6 " CL 1' - 6 " CL 1' - 7 1 / 2 " NOTE: A.CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. B.CLEAN AND GRIND ALL WELDS AND PRE-DRILLED HOLES SMOOTH PRIOR TO POWDERCOAT FINISH. C.ALL STEEL POSTS, RAILS, AND COMPONENTS TO RECIEVE SHOP-APPLIED POWDERCOAT FINISH TO MATCH TNEMEC COLOR 46GR, SINKER. D.FIELD POWDERCOAT ALL FIELD WELDS TO MATCH POST COLOR AND FINISH PER SPECS. E.REFER TO SPECS AND ELEVATIONS FOR MORE INFORMATION. END POST LINE POST 1 4 2 3 HSS 4" x 4" x 1/4" STEEL POST. POWDERCOAT FINISH TO MATCH TNEMEC COLOR 46GR, SINKER. STEEL ANGLE BRACKET, WELDED TO POST. FOR MORE INFORMATION, SEE 2" X 2" X 3/16" THICK STEEL ANGLE TOP RAIL. 2" X 2" X 3/16" THICK STEEL ANGLE BOTTOM RAIL FINISH SURFACE 5/16" DIAMETER HOLE FOR PERFORATED PANEL MOUNTING SECTION A A - A - 11 L5.11 11 L5.11 SIM 11 L5.11 TYP PERFORATED PANEL FENCE POST 1" = 1'-0" SAME 1 6 2 3 TYP 5 05 L5.11 1 2 3 4 5 5 1 4 2 3 TYP 5 7'- 9 " 1/8" 6 6 6 1" 1" 1" 1" 6 4 1" 1" 1" 1" 4 9 10 PE R E L E V A T I O N S 8' - 0 " M A X 25 3 3" M A X 1 PER ELEVATION 1 2 3 4 5 6 7 8 9 11 NOTES: A.CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. B.CLEAN AND GRIND ALL WELDS AND PRE-DRILLED HOLES SMOOTH PRIOR TO POWDERCOATING. C.POWDERCOATING AND WELDING TO OCCUR PRIOR TO DELIVERY TO THE SITE. D.ALL STEEL POSTS, RAILS, AND COMPONENTS TO RECEIVE SHOP-APPLIED POWDERCOAT FINISH. COLOR TO MATCH TNEMEC COLOR 46GR, SINKER E.REFER TO SPECS FOR MORE INFORMATION. PERFORATED METAL DOUBLE PEDESTRIAN GATE W/ PANIC HARDWARE - G11/2"=1'-0" - 2" X 2" X 3/16" TUBULAR STEEL SIDE FRAME 2" X 2" X 3/16" TUBULAR STEEL TOP RAIL, ALIGN W/ ADJACENT PERF. PANEL FINISH SURFACE BASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT TUBULAR STEEL POST PANIC HARDWARE ON INSIDE OF GATE PER NOT USED ADJACENT FENCING PER KENWA 700 SERIES SS 1-5/8" 180 DEG. SELF CLOSING HINGE, 3X PER GATE. FINISH, COATING & COLOR TO MATCH GATE STEEL GALVANIZED KICKPLATE (BEYOND) PER 1/8" CUSTOM PERFORATED SHEET METAL. 3/8" DIA. ROUND WITH 9/16" STAGGERED CENTERS. PROVIDE 2" CLEAR BORDER AROUND PERIMETER AND 10" CLEAR FROM THE BOTTOM. CUSTOM AS PART OF THE PERFORATED SHEET KNOXBOX PER SPECS. KNOXBOX TO COMPLY WITH CFC 506.2 10 11 L5.09 10 L5.09 03 L5.09 04 L5.09 8 8 04 - 11 36 " 03,14 L5.09 6 1B S1.11 12 12 5'- 0 " 1 2 3 4 NOTES: A.CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. B.CLEAN AND GRIND ALL WELDS AND PRE-DRILLED HOLES SMOOTH PRIOR TO POWDERCOATING. C.POWDERCOATING AND WELDING TO OCCUR PRIOR TO DELIVERY TO THE SITE. D.ALL STEEL POSTS, RAILS, AND COMPONENTS TO RECEIVE SHOP-APPLIED POWDERCOAT FINISH. COLOR TO MATCH TNEMEC COLOR 46GR, SINKER E.REFER TO SPECS FOR MORE INFORMATION. F.TUBULAR STEEL COMPONENT SIZING & ADDITIONAL NOTES PER PERFORATED METAL FENCE 1/2"=1'-0" - TUBULAR STEEL POST BEYOND. TOP OF PERFORATED PANEL TO ALIGN WITH TOP OF POST. EDGE OF PERFORATED PANEL TO ALIGN TO OUTSIDE EDGE OF END POST 1/4" CUSTOM PERFORATED SHEET METAL. 3/8" DIA. ROUND WITH 9/16" STAGGERED CENTERS. PROVIDE 2" CLEAR BORDER AROUND PERIMETER. 93" HT, WIDTH PER ELEVATION. COLOR AND FINISH PER MATERIALS PLANS. STEEL ANGLE BRACKET, PER 2" X 2" X 3/16" THICK STEEL ANGLE TOP RAIL. 2" X 2" X 3/16" THICK STEEL ANGLE BOTTOM RAIL 2" X 2" X 3/16" THICK STEEL ANGLE FRAME AT CANTILEVER PANEL FINISH SURFACE ADJACENT BUILDING 10 - 3" 1 3" CLR TYP. PER ELEVATION 5'-0" MAX O.C. 1 4 4 6 7 5 2 TYP. 1 05 L5.11 3 TYP. 5 6 7 8 8 05 S1.11 PE R E L E V A T I O N S 8'- 0 " M A X 3' -0" MAX 3/16 10 - 10 - 10 - 0410 0208 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L5.11 CONSTRUCTION DETAILS - 08/23/2023 TUBULAR STEEL POST L 2" X 2" X 1/4" X 0'-3" STEEL ANGLE BRACKET 5/16" X 5/8" SLOT LINE OF ANGLE BRACKET BEYOND ANGLE BRACKET AT TUBULAR STEEL POST FULL SAME 7/ 8 " TY P 5/ 8 " TY P 7/ 8 " TY P 5/ 8 " TY P CL 3/4" TYPCL 5/8" NOTE: A.CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. B.CLEAN AND GRIND ALL SHOP WELDS AND PRE-DRILLED HOLES SMOOTH PRIOR TO POWDERCOATING. C.POWDERCOAT AND WELDING TO OCCUR PRIOR TO DELIVERY TO THE SITE. D.ALL STEEL POSTS, RAILS, BRACKETS, AND COMPONENTS TO RECEIVE SHOP-APPLIED POWDERCOAT FINISH. COLOR TO MATCH TNEMEC COLOR 46GR, SINKER. E.REFER TO SPECS FOR MORE INFORMATION. 1 4 3 1 4 3 2 2 TYP. TYP. 3/16" CL CL 5/ 1 6 " TY P . 3/16" 3" 2" 3 4 11 - 3 SIDES 3 SIDES 2 PERFORATED METAL PANEL. FOR MORE INFO, SEE 1" X 1/4" DIA. TAMPER-PROOF STAINLESS STEEL FASTENER 1/8" THICK NEOPRENE FLAT WASHER TUBULAR STEEL POST. STEEL ANGLE BRACKET, WELDED TO POST. FOR MORE INFORMATION, REFER TO PERFORATED PANEL MOUNTING FULL SAME NOTE: A.CONTRACTOR TO SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. B.CLEAN AND GRIND ALL WELDS AND PRE-DRILLED HOLES SMOOTH PRIOR TO POWDERCOATING. C.POWDERCOATING AND WELDING TO OCCUR PRIOR TO DELIVERY TO THE SITE. D.ALL STEEL POSTS, RAILS, AND COMPONENTS TO RECEIVE SHOP-APPLIED POWDERCOAT FINISH. COLOR TO MATCH TNEMEC COLOR 46GR, SINKER E.REFER TO SPECS FOR MORE INFORMATION. 4 5 3 2 1 1 2 3 4 5 02 L5.10 05 ---3/16" 2" 3/ 8 " 1 3 3/16"1/4" 04 0511 DRINKING FOUNTAIN 1/2"=1'-0" - 1 2 3 4 5 6 7 8 1 8 2 2 3 6 657 9 9 10 11 12 13 12 11 13 2" 1'-6" SQ. 10 27 " C L R 27 " C L R 41 - 1 / 2 " T O O R I F I C E 54 - 1 / 2 " 4 SECTION PLAN 1 34 " - 1 / 2 " T O O R I F I C E 30" X 48" CLR. FLOOR SPACE 29° 2 9 ° 1'-5"1'-5" 46" 51 - 1 / 4 " T O O R I F I C E 10 " NOTE: A.DRINKING FOUNTAIN AVAILABLE THROUGH HAWS MODEL #3612 B.CONTRACTOR TO VERIFY MODEL NUMBER AND QUANTITY PRIOR TO PLACING AN ORDER. PER MANUFACTURERS INSTRUCTIONS CONTRACTOR TO ASSEMBLE MODULES TO SUIT THE ARCHITECTS LAYOUT OF MODULAR COMPONETS. LPA 30" X 48" CLR. FLOOR SPACE 14 14 10 - 14 DRINKING FOUNTAIN WITH BOTTLE FILLER CONCRETE PAVING PER MATERIALS PLAN FINISH GRADE REMOTELY LOCATE A 9" RND BLACK PLASTIC VALVE BOX IN AN ADJACENT PLANTER @ A LOCATION TO BE DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT CONTROL VALVE. SIZE PER MANUFACTURER 1/2" REINFORCED NYLOBROID TUBING. CONNECT TO STUB OUT PER CIVIL UTILITIES 1 1/2" PVC DRAINLINE. CONNECT TO DRAINLINE PER CIVIL UTILITY PLAN SHEET C-401 COMPACTED SUBGRADE PER GEOTECH REPORT 4X 18" X 1/2"-#13 UNC CONCRETE ANCHOR BOLTS CONCRETE FOOTING #3 CLOSED TIES @ 12" O.C. (3) #3 CLOSED TIES WITHIN TOP 5" OF CAISSON (4) #3 VERTICAL BARS DETECTABLE CANE RAIL PER 3" MIN.3'- 0 " BIKE RACK FOOTING 1/2"=1'-0" - 18". DIA. 2'- 0 " 5 3 1 2 2 3 4 4 1 10 " 5 SUPPLIER/MODEL: COLUMBIA CASCADE COMPANY/2170-7-E-C COLOR/FINISH: PER MATERIALS PLAN CONCRETE PAVING PER MATERIALS PLAN. CONCRETE FOOTING. 3/8" ANCHOR ROD PER MANUFACTURER. BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT NOTES: 1.BIKE RACK AVAILABLE THROUGH COLUMBIA CASCADE COMPANY; MODEL 2170-7-E-C 2.CONTRACTOR TO VERIFY MODEL NUMBER AND QUANTITY PRIOR TO PLACING AN ORDER. PER MANUFACTURERS INSTRUCTIONS CONTRACTOR TO ASSEMBLE MODULES TO SUIT THE ARCHITECTS LAYOUT OF MODULAR COMPONENTS. 10DETECTABLE SIDE RAIL 1/2" = 1'-0" - ELEVATION 1'- 0 " CONCRETE PER LAYOUT AND MATERIALS PLAN. PROVIDE GALV. 1.90"O.D. STEEL PIPE SCH. 40 ASSEMBLY W/ 1/4" RADIUS CORNERS AND LOW RAIL. WELD AND GRIND ALL JOINTS. RAIL ASSEMBLY TO RESIST 250# OF LATERAL FORCE. FINISH TO MATCH HANDRAILS 6" MA X . FIN. SURFACE 3"Ø x 9" GALV. STL. PIPE SLEEVE W/ 1/8" BASE PLATE, WELDED PROVIDE NON SHRINK GROUT ALL AROUND PIPE, TYP. CONCRETE FOOTING (18"x 2'-6"x12" THK. MIN.) 3" (TYP.) 18" U.O.N. ON PLANS 34 " MA X . 2 #4 BOTTOM. EA. WAY- 3" CLR NOTES: 1.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED. 13 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L5.12 CONSTRUCTION DETAILS - 04 08 05 10 METAL PANEL DOUBLE GATE - CMU ENCLOSURE 1/2" = 1'-0" - SECTION 1 2 3 4 5 6 7 5 1 2 2 6 2 8'-0 ELEVATION 7 1 3 5 2 2 3" 05 -17 L5.08 14 L5.08 ALIGN, TYP. NOTE: 1.ALL WELDS SHALL BE CONTINUOUS WELDS. 2.ALL MATERIAL SHALL BE HOT DIP GALVANIZED. 3.AFTER FIELD INSTALLATION APPLY COLD GALVANIZED ALL FIELD WELDS PRIOR TO PAINTING. 4.PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION. 5.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED 8 7' - 0 " A T B U I L D I N G A & 6'- 0 A T T R A S H E N C L O S U R E 4 08 - 9 8 9 7 10 10 08 L5.09 05 S1.11 04 L5.02 04 L5.01 16 GAUGE GALVANIZED CORRUGATED METAL DECK AVAILABLE THROUGH INDUSTRIAL METAL SUPPLY OR EQUAL. 3 X 3 X 0.188 STEEL ANGLE FRAME 6 X 6 X 0.25 TUBE STEEL POST W/ WELDED CAP PER 1/4" X 2" DIAGONAL BRACE FINISH SURFACE / GRADE NOT USED CMU FREESTANDING WALL PER TUBE STEEL POST BASE ATTACHMENT PER DETAIL CONCRETE FOOTING PER STRUCTURAL EXPANSION JOINT 4 NOTE: 1.ALL WELDS SHALL BE CONTINUOUS WELDS. 2.ALL MATERIAL SHALL BE HOT DIP GALVANIZED. 3.AFTER FIELD INSTALLATION APPLY COLD GALVANIZED ALL FIELD WELDS PRIOR TO PAINTING. 4.PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION. 5.CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED 16 GAUGE GALVANIZED CORRUGATED METAL DECK AVAILABLE THROUGH INDUSTRIAL METAL SUPPLY OR EQUAL. 3 X 3 X .25 TUBE STEEL GATE FRAME. 2" X .25 DIAGONAL BRACE CMU FREESTANDING WALL PER FINISH SURFACE 4 X 4 X .25 SQ. TUBE STEEL POST. TUBE STEEL POST BASE ATTACHMENT PER STRUCTURAL DETAIL CONCRETE FOOTING PER STRUCTURAL EXPANSION JOINT 1 2 3 4 5 6 5 123 44 3'-4" 6 7'- 0 " A T B U L I D I N G A 6'- 0 " A T T R A S H E N C L O S U R E 4' - 0 " 6 7 8 7 8 9 9 1/2" = 1'-0"METAL PANEL SINGLE GATE - CMU ENCLOSURE - 05 - 17 L5.08 04 L5.02 04 L5.01 05 S1.11 TYP. TYP. OF 3 3" 12" 4 1 CMU BLOCK WALL 2 3 4 5 5 6 6 7 4"X4" STEEL ANGLE GATE FRAME 7 2 16 GA GALV. CORRUGATED METAL GATE 04 L5.02 1 3 GATE POST 1" DIA. PIPE WITH 1/4"x4"x4" PLATE WELDED TO PIPE AND GATE FRAME 1" DIA. PIPE WITH 1/4"x4"x4" PLATE METAL PANEL GATE- HINGES 3" = 1'-0" - 04 -NOTE: A. OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. 8" LONG ROD WELDED TO TOP PIPE SLEEVE AND SET IN BOTTOM SLEEVE 10 - CMU BLOCK WALL HSS POST PER 4"X4"X1/4" STL. ANGLE GATE FRAME 1/4"X2" DIAGONAL BRACE 16 GA. GALVANIZED CORRUGATED METAL GATE NOTES: 1. GALVANIZE ALL METAL MEMBERS INCLUDING METAL DECKING & PREP FOR PAINTING 2.SEE METAL FENCE AND GATE NOTES ON SHEET LO.O1.1 3.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. HINGE, 2 PER JAMB 6 4 5 5 4 6 3 2 1 04 L5.02 AL I G N 3 METAL PANEL GATE- JAMB 3" = 1'-0" - 2 1 7 ATTACH CORRUGATED METAL GATE TO FRAME WITH 58" Ø PUDDLE WELDS AT 24" O.C. ALL AROUND. CLEQ EQ 7 18" 18" FRAME TO HINGE 12" GAP 04 - 05 - 10 - 21 GAYLE WAY MO N R O E S T R E E T CO CO 3" D W 3" D W CO CO 4"SS 3"DW 3" D W 3"DW 3" D W 3"DW B F V M C E R A12 1" S 16 1.83 25 705HZ3 A1 1" DT 6.5 0.70 25 892HZ1 740' TUBING F F A3 1" DT 9.1 0.70 25 1,240HZ1 1,030' TUBING F F F F F F F F F F F F F F F F F F A7 1" DT 12.5 0.70 25 1,702HZ1 1,410' TUBING A6 1" DT 11.0 0.70 25 1,509HZ2 1,250' TUBING A5 1" DT 13.9 0.70 25 1,899HZ1 1,570' TUBING A4 1" DT 14.1 0.70 25 1,925HZ1 1,600' TUBING A10 1" DT 4.6 0.70 25 626HZ2 520' TUBING A9 1" DT 13.4 0.70 25 1,841HZ2 1,520' TUBING A11 1" DT 2.3 0.70 25 311HZ1 260' TUBING F A2 1" TB 1 1.50 25 N/AHZ4 A8 1" TB 12 1.50 25 N/AHZ4 3/4" 3/4" 1" 1" 1" 11/4" 11/4" 3/4" 3/4"1" 3/4" 3/4" 1" 1" 3/4" 3/4" 11/4" 1" 1" 1"1" 1"11/4" 11/4" 1" 3/4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 11/4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" A13 1" S 15 1.83 25 705HZ3 A14 1" S 15 1.83 25 705HZ3 A15 1" S 15 1.83 25 705HZ3 A16 1" S 16 1.83 25 705HZ3 11/4" 11/4" 11/4" 11/4" 3/4"3/4" 3/4"3/4" 1" 3/4"3/4" 1" 11/4" 11/4" 1" 3/4" 1" 1" 11/4" 11/4" 3/4"11/4" 11/4" 11/4" 3/4" 1" 1" 11/4" 11/4" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 04/26/2024 N MO N R O E S T R E E T LI M I T O F W O R K PR O P E R T Y L I N E 01IRRIGATION PLAN 1" = 20'-0" LIMIT O F W O R K NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. NOTE A: POINT OF CONNECTION (POC) #1 SHALL BE A 1" DOMESTIC WATER METER WITH A 1" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC:54 PSI (STATIC) DESIGN WATER PRESSURE:50 PSI MAXIMUM SYSTEM DEMAND:16 GPM RESIDUAL WATER PRESSURE:4 PSI NOTE B: CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE OF TREES. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE G: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1.POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) 2.ISOLATION VALVES 3.AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) 4.QUICK COUPLING VALVES 5.IRRIGATION CONTROLLER(S) 6.RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. IRRIGATION POINT OF CONNECTION #1; REFER TO NOTE "A" I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN IRRIGATION CONTROLLER "A"; REFER TO NOTE "B" L6.01 IRRIGATION PLAN 1" - 20'-0" POLE MOUNTED TIPPING RAIN BUCK, CONTRACTOR TO COORDINATE FOR FINAL LOCATION IN THE FIELD. EXISTING TREE PROTECT IN PLACE; REFER TO NOTE "F" 256 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY conditions. LPA is not respancies between the projec sting conditions. . L ICENS ED L A N DSCAPE AR CH I TECT S T ATE OF CA L I F O R NIA J E FFREY K. Y A MAMOT O No . 5030 RENEWAL DATE SIGNATURE DATE 07/31/2023 06/15/2023 07/31/2025 04/30/2024 2922 546-8L 1"1"1" 3rd PLAN CHECK SUBMITTAL 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT 1 DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATION PLAN L6.01 NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 22 w w w w w w EXISTING 1" WATER METER METER NO. 63967416 MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND FQTH SYMBOL MANUFACTURER DETAILRADIUSPSIFLOW RATE (GPM) AS APPROVED AS APPROVED N/A GPH IRRIGATION PAIGE ELECTRIC LASCO P.O.C. WILKINS NDS (K.B.I.) V.I.T. M B R E LASCO AS APPROVED SUPERIOR AS APPROVED PR. RATE WELD-ON GPH IRRIGATION/F AS APPROVED NO SYMBOL NO SYMBOL NO SYMBOL V RAIN BIRD I.T.S / CALSENSE NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL RAIN BIRDNO SYMBOL C,D,E C,D,E C,D,E C,D,E D,F N/A G G H J K L M O N/A P P Q N/A N/A N/A P,Q,R R 25 15 FT 25 RAIN BIRD RAIN BIRD NDS (K.B.I.) HUNTER .50 (1.00 TOTAL)1.5 FT NETAFIM NETAFIM NETAFIM 1.50 IN./HR.A,B A RAIN BIRD RAIN BIRD ARAIN BIRD SPRINKLER HEADS WITH 1/2" NPT INLETS SHALL BE INSTALLED WITH A SA-125050 POLY SWING JOINT AS PART OF THE ASSEMBLYNO SYMBOL SUB-SURFACE DRIP TUBING AS DESCRIBED BELOW:0.53 GPH / EMITTER N/A30 0.70 IN./HR. RD-06-S-P30-F 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER NOZZLE EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLERS PER TREE. PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF TREE. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE. TLHCVXR5-12 SUBSURFACE DRIP TUBING (BROWN EXTERIOR COLOR WITH A COPPER OXIDE STRIPE) WITH 0.53 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH A CONTINUOUS EXTERIOR CUPRON STRIPE, COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 4" BELOW THE FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE LINES SHOWN ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. CONNECTION BETWEEN HCVXR DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING TL DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A TL050MA 17mm BARB X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) TL050MA 17mm BARB X 1/2" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. GDFN DRIP FLUSH / INDICATOR NOZZLE, ORANGE IN COLOR, INSTALLED ONTO A HUNTER ECO-ID-12 12" POP-UP INDICATOR HEAD. THE FLUSH NOZZLE SHALL BE CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. 1" POTABLE (DOMESTIC) DEDICATED IRRIGATION WATER METER WITH 1" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD. 975XLS, 2" R/P BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE STRONG BOX SBBC-45SS "SMOOTH TOUCH" STAINLESS STEEL BACK FLOW DEVICE ENCLOSURE 3200-100 1" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. V20101N-SC 2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. 44LRC 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX. 100-PESB-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1" SIZE), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. 100-PESB PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" SIZE). INSTALL A RAIN BIRD LCRBY-100D DISC FILTER AND A SENNINGER 1" PMR-40-MF PRESSURE REGULATOR DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. RB-1 POLE MOUNTED TIPPING RAIN BUCKET AS PART OF CONTROLLER ASSEMBLY, COORDINATE FINAL LOCATION IN THE FIELD WITH OWNERS REPRESENTATIVE. 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PVC PIPE 3/4" - 1 1/4" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE P-68 LOW VOC "PURPLE PRIMER". SOLVENT CEMENT SHALL BE 705 LOW VOC, GRAY COLORED "MEDIUM BODIED" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. 1" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR, PROVIDE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOP OR ANY SPLICES. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES AND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. N/A N/A S F II.T.S / FLOWMEC QS100, 1" ULTRASONIC FLOW SENSOR AS PART OF CONTROLLER ASSEMBLY, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 11/4" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. USE SPEARS DS-100 CONNECTORS WITH DS-300 SEALANT. I.T.S / CALSENSEC NIMPERIAL TECHNICAL SERVICES CALSENSE CONTROLLER ASSEMBLY, MOD.# ICA6-CS3-24/CSTP110/CS3EN/RB-1/CS3WK/FM-1U 24 STATION CONTROLLER ASSEMBLY CONTACT DARYL GREEN @ 949.584.7311 AT IMPERIAL TECHNICAL SERVICES. COORDINATE CAT 5 OR 6 CABLE WITH A RJ-45 JACK IN CONDUIT BETWEEN THE CONTROLLER AND THE NEAREST ROUTER. RUN NOT TO EXCEED 328' INCLUDING BENDS AND TWISTS. RD-12-S-P30-F 12" POP-UP SHRUB HEAD WITH 15 SERIES HE-VAN ADJUSTABLE ARC NOZZLE .93, 1.23, 1.85, 3.70 1.83 IN./HR. OPERATING PRESSURE (PSI) ZONE AREA (SFT) VALVE FLOW RATE IN G.P.M. VALVE SIZE IN INCHES CONTROLLER LETTER / STATION NUMBER HYDROZONE NUMBER SEE CHART IRRIGATION METHOD SEE CHART ZONE PRECIPITATION RATE (IN./HR.) A20 1" DT 35 0.70 25 1,500HZ1 LENGTH OF DRIP TUBING FOR DRIP TUBING ZONES VALVE CALLOUT LEGEND NUMBER HZ 1 DESCRIPTION OF THE HYDROZONE LOW WATER USE PLANTINGS HZ 2 MODERATE WATER USE PLANTINGS HZ 3 MODERATE WATER USE TREES HYDROZONE DESCRIPTION CHART S DESCRIPTION OF THE IRRIGATION SPRAY HEADS DT DRIP TUBING TB TREE BUBBLERS IRRIGATION METHOD DESCRIPTION CHART 1,750' TUBING WUCOLS VL M M PLANT FACTOR 0.10 0.50 0.50 SPRAY DRIP DRIP 0.55 0.80 0.75 LETTERS TYPE IR. EFFICIENCY HZ 4 LOW WATER USE BIO-RETENTION L 0.30 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 04/26/2024 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8.ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9.CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11.ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13.CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14.THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 15.THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. IRRIGATION NOTES L6.02 IRRIGATION LEGEND AND NOTES N.T.S. 256 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY conditions. LPA is not respancies between the projec sting conditions. . L ICENS ED L A N DSCAPE AR CH I TECT S T ATE OF CA L I F O R NIA J E FFREY K. Y A MAMOT O No . 5030 RENEWAL DATE SIGNATURE DATE 07/31/2023 06/15/2023 07/31/2025 04/30/2024 2923 546-8L SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE,UNLESS THE ADJACENT IMPERMEABLE SURFACE(S) ARE DESIGNED TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. IRRIGATION MAINLINE SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY. 16. 17. 18" 3rd PLAN CHECK SUBMITTAL 08/09/2024 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT 1 DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATION LEGEND AND NOTES L6.02 23 EXISTING 1" POTABLE (DOMESTIC) DEDICATED IRRIGATION WATER METER WITH 1" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 04/26/2024 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN BACKFLOW DEVICEG TREE BUBBLER LAYOUTB SECTION VIEW - N.T.S. 12" POP-UP HEAD SWING JOINT CONFIGURATION TWELVE (12) INCH POP-UP SPRINKLER HEAD SIX (6) INCH POP-UP SPRINKLER HEAD 12" LEGEND AND PIPE INSTALLATION DETAIL FINISHED SOIL GRADE AT DEPTH SHOWN ON PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW 1/2" SIZE WITH FIPT THREADS SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. NOTE: INLET HAS 1/2" NPT THREADS. FINISHED SOIL GRADE IN TURF AREAS INSTALL POP-UP SPRAY HEAD FLUSH WITH GRADE IN SHRUB AND GROUND COVER AREAS INSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHED UNDISTURBED SOIL MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER POP-UP SPRAY HEAD, 6" - 12" HEIGHT, SEE LEGEND FOR BRAND, 1/2" PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. FLUSH VALVE/INDICATOR HEADF NOTE: INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. INSTALL POP-UP INDICATOR HEAD 1/2" ABOVE FINISHED SOIL GRADE IN INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE SIZE AS SHOWN ON LEGEND, OR DRIP SYSTEM DISCHARGE HEADER, 1 1/4" MINIMUM SIZE PER THE DRIP INSTALLATION DETAILS PVC LATERAL LINE PIPE, TYPE AND 4" PLANTED AREA SERVED BY DRIP TUBING 6" POP-UP INDICATOR HEAD, WITH A GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN, ORANGE COLORED NOZZLE TO REMAIN IN THE CLOSED 1/2" SHRUB AND GROUND COVER AREAS UNDISTURBED SOIL WITH FIPT THREADS 12" DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL 12" POP-UP HEAD, SEE LEGEND POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. DIRECT FLUSH STREAM INTO PLANTER. DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL SECTION VIEW - N.T.S. PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512. WITH PVC STREET ELL. DRIP CONNECTIONC DRIP TUBING LAYOUTE UNDISTURBED SOIL ROOT BALL OF TREE OR PALM AMENDED BACKFILL MIX, SEE PLANTING PLANS DRIP LINE OF CANOPY TREE OR PALM 6" POP-UP STREAM BUBBLER HEAD WITH A 90° ARC PATTERN THREE (3) STREAM BUBBLER NOZZLE, SEE THE LEGEND FOR ALL 3/4" PVC LATERAL LINE PIPE FROM RCV REQUIRED COMPONENTS. ADJUST THE NOZZLE STREAMS TO WET THE ROOT BALL S 3/4" PVC LATERAL LINE PIPE 3/4" PVC TEE FITTING AND AMENDED SOIL AREA WITHOUT HITTING. PLAN VIEW - N.T.S. 6" THE TRUNK OF THE TREE OR PALM. SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION. POSITION MSBN-25Q STREAM BUBBLER HEADS 1" FROM THE ROOT BALL. S NOTE: POSITION MSBN-50Q STREAM BUBBLER HEADS 6" FROM THE ROOT BALL. THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING TO THE INSTALLATION OF THE TUBING. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT RECOMMENDED INSTALLATION: AMENDED SOIL* AMENDED SOIL/* INSTALLED AFTER TUBING INSTALLATION FINISHED SOIL GRADE TUBING INSTALLATION BRING SOIL LEVEL * AS PER LANDSCAPE DRAWINGS WIRE STAKE TO 4.5" BELOW PRIOR TO DRIP 4" DRIP TUBING BACKFILL FINAL 4.5" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. DRIP TUBING LAYOUT (SECTION)D SECTION VIEW - N.T.S.SECTION VIEW - N.T.S. TURF, SEE PLANTING PLANS INSTALLED FIVE (5) FEET ON CENTER HEADER, PVC LATERAL LINE PIPE, 1" MINIMUM SIZE, OTHERWISE TWO ADAPTER FITTINGS FOR THE CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND NOTE: DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR TEE FITTING, ONE (1) FOR 90° ELL SHRUBS OR GROUND COVERS, INLINE DRIP TUBING WITH INTERNAL DRIP EMITTERS, SEE LEGEND FOR BRAND, MODEL AND PERFORMANCE ADAPTER FITTING, TWO (2) REQUIRED 1/2" MIPT X 17mm BARB MALE MULCH LAYER, SEE PLANTING PLANS SEE PLANTING PLANS SIZE PER THE DRAWINGS SCH. 80 PVC THREADED NIPPLE, 1/2" X LENGTH AS REQUIRED AMENDED SITE SOIL 12" MINIMUM GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE, TEE FITTING, HEADER SIZE BY 1/2" FINISHED SOIL GRADE #GFN050600, 1/2" MIPT X 1/2" FIPT X 6" LENGTH SCH. 40 PVC SLIP X SLIP X 1/2" FIPT DRIP TUBING SUPPLY OR DISCHARGE 4" IN SHRUB BEDS GPH IRRIGATION PRODUCTS 9" PVC COATED WIRE STAKE, #GDTS140900, OR 90° ELL FITTING, 1/2" SIZE SCH. 40 PVC THREADED TEE POP-UP SPRINKLER HEADA 2" BRASS NIPPLES, LENGTHS AS REQUIRED COPPER FEMALE ADAPTER TYPE K COPPER PIPE FROM WATER METER "SMOOTH TOUCH" STAINLESS STEEL BRASS NIPPLE, 12" MINIMUM LENGTH FINISH SOIL GRADE BRASS THREADED 90° ELL, FOUR (4) R/P PRINCIPLE BACKFLOW DEVICE WITH B B B BC B B B A BRONZE WYE STRAINER AND TWO (2) BRASS BALL VALVES, SEE LEGEND FOR BACKFLOW ASSEMBLY ENCLOSURE BRASS UNION, ONE (1) REQUIRED IF A CONCRETE SLAB SPEARS 835-0XXSR SPECIAL REINFORCED PVC MAINLINE TO MASTER VALVE 12" MIN. FLOW BRAND, MODEL AND SIZE IF SPECIFIED B PRESSURE REGULATOR, IF SPECIFIED SECTION VIEW - N.T.S. PRV IS SPECIFIED, TWO (2) REQUIRED IF PRV NOT SPECIFIED, ONE (1) PER LEG CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, OR BE THE SIZE REQUIRED BY THE ENCLOSURE MANUFACTURER. USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. ASSEMBLY PIPING AND FITTINGS SHALL BE SIZED EQUAL TO THE SIZE OF THE BACKFLOW PREVENTION DEVICE BACKFLOW DEVICE OUTLET SHALL BE INSTALLED A MINIMUM OF 12" ABOVE FINISHED SOIL GRADE. NOTE: INSTALL THE PRESSURE REGULATOR ONLY IF IT IS SPECIFIED IN THE LEGEND. B P SCH 80 PVC FEMALE ADAPTER NO THREADED CONNECTIONS SHALL BE MADE UNDER THE CONCRETE SLAB. REQUIRED, TYPICAL FINISHED SOIL GRADE PLAN VIEW - N.T.S. INSTALL LATERAL LIPE IN A SLEEVE WHEN CROSSING PAVEMENT. 1 1/4" MIN. SIZE, 12" BELOW GRADE PVC SUPPLY HEADER, SEE PLANS, VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. DRIPLINE AND PVC HEADER CONNECTION BETWEEN PAVING SURROUNDING AND ADJACENT TO PLANTER AREA TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING DRIPLINE TUBING ROWS, SPACING APPROXIMATELY SHOWN ON PLANS EXTENDS TO LIMITS DRIPLINE TUBING PLANS FOR SIZE, 1 1/4" MINIMUM, GRID OF DRIPLINE TUBING, SEE PVC LATERAL LINE TO ADJACENT INSTALL ON DISCHARGE HEADER FLUSH VALVE / INDICATOR HEAD, SHOWN ON PLANS EXTENDS TO LIMITS DRIPLINE TUBING MINIMUM SIZE, 12" BELOW GRADE PVC LATERAL LINE, SEE PLANS, 1 1/4" SEE PLANS, 1 1/4" MINIMUM SIZE, PVC DISCHARGE HEADER, FOR INSTALLATION SEE PLANS AND DETAILS DRIP CONTROL VALVE F 1 1/4" MIN. SIZE, 12" BELOW GRADE PVC SUPPLY HEADER, SEE PLANS, 12" BELOW GRADE, 16" IN INSTALLED 12" BELOW GRADE. DRIPLINE AND PVC HEADER CONNECTION BETWEEN THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. PLANS FOR SIZE, 1 1/4" MINIMUM, GRID OF DRIPLINE TUBING, SEE PVC LATERAL LINE TO ADJACENT INSTALLED 12" BELOW GRADE END FEED SUPPLY HEADERCENTER FEED PVC SUPPLY HEADER FOR TUBING GRID, PER PLANS ACROSS PLANTED AREAS DRIPLINE TUBING EXTEND TUBING GRID (TYPICAL) PLANTED AREAS FOR DRIPLINE PVC HEADERS EXTEND ACROSS PVC SUPPLY AND DISCHARGE HEADERS SHALL BE INSTALLED AT END RUNS OF TUBING, NO MORE THAN 16" FROM THE EDGE OF THE HARDSCAPE. WHERE A TUBING FROM HARDSCAPE EDGE PROVIDE A PERIMETER ROW OF TUBING AROUND ENTIRE PLANTER 4" 16" 4" 16" 4" INSIDE OF PAVEMENT EDGE 4" DISCHARGE HEADER PVC HEADER 16" OFF OF PAVINGPVC HEADER 16" OFF OF PAVING ENTIRE PERIMETER OF PLANTING AREA SHALL HAVE A ROW OF DRIP TUBING INSTALLED 4" OFF OF THE EDGE OF THE HARDSCAPE AS SHOWN ABOVE. 4" PVC PIPE FOR LATERALS, SUPPLY HEADERS AND DISCHARGE HEADERS SHALL BE MINIMUM 1 1/4" SIZE, OR SIZED AS SHOWN ON THE PLANS. END RUN HAS ONLY TWO (2) OR THREE (3) ROWS, A PVC DISCHARGE HEADER IS NOT NEEDED AND THE PERIMETER ROW OF TUBING SHALL BE USED FOR THE DISCHARGE. WHERE FOUR (4) OR MORE TUBING ROWS END RUN, A PVC DISCHARGE HEADER IS REQUIRED. NOTE: L6.03 IRRIGATION DETAILS N.T.S. 256 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY conditions. LPA is not respancies between the projec sting conditions. . L ICENS ED L A N DSCAPE AR CH I TECT S T ATE OF CA L I F O R NIA J E FFREY K. Y A MAMOT O No . 5030 RENEWAL DATE SIGNATURE DATE 07/31/2023 06/15/2023 07/31/2025 04/30/2024 2924 546-8L 3rd PLAN CHECK SUBMITTAL 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT 1 DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATION DETAILS L6.03 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 24 16" x 16" Top Entry Controller Assembly (ICA6 Series)1 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 04/26/2024 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN QUICK COUPLER VALVEK REMOTE CONTROL VALVEL MASTER CONTROL VALVEH DRIP REMOTE CONTROL VALVEM CONTROLLER ASSEMBLYN BALL VALVEJ SECTION VIEW - N.T.S. 2" 2" MIN. FINISHED SOIL GRADE IN SHRUB AREAS 2" FINISH SOIL GRADE IN TURF AREAS 24" WIRE LOOPS AND PVC MAINLINE TO FLOW GPH GDBRY6 WATERPROOF SENSOR, PIPE PER PLANS WIRE CONNECTORS LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, FOUR (4) REQUIRED ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE MIN. P C AND SPECIFICATIONS WIRE PATH TO CONTROLLER, IN CONDUIT NOTE: FLOW USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45° ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. BRASS FLOW SENSORI 2" MIN. FINISHED SOIL GRADE IN SHRUB AREAS 2" FINISH SOIL GRADE IN TURF AREAS HEAT BRAND "FS" ONTO LID. CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. 24" WIRE LOOPS AND PVC MAINLINE TO RCVS 3M DBY-6 WATERPROOF PIPE PER PLANS AND SPECS. WIRE CONNECTORS LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, 4 REQUIRED FLOW SENSOR, SEE LEGEND FOR BRAND, MODEL AND SIZE CONTROL WIRES TO CONTROLLER, IN CONDUIT PVC MAINLINE FROM MASTER CONTROL VALVE, NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. FLOW USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. 4" MIN. 10 PIPE DIA.5 PIPE DIA. NO FITTINGS WITHIN 10 PIPE DIA. UP STREAM AND 5 PIPE DIA. DOWN STREAM OF SENSOR LASCO PVC MALE ADAPTER MPT X SLIP, SIZE PER FLOW SENSOR, 2 REQUIRED FOR ASSEMBLY SECTION VIEW - N.T.S. CL LASCO "SLO-CLOSE" SCH. 80 PVC, BRICK SUPPORTS, FINISHED SOIL GRADE IN SHRUB AREAS PVC IRRIGATION MAINLINE, 6" DIAMETER PVC CL. 160 PIPE, ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL 6" THREE (3) REQUIRED TRU-UNION BALL VALVE, WITH PVC LENGTH AS REQUIRED, 12" MINIMUM SEE LEGEND FOR SPECIFICATION SOCKET CONNECTIONS. SOLVENT WELD PVC CONNECTIONS SIZE PER MAINLINE SIZE 2" FINISHED SOIL GRADE IN TURF AREAS SECTION VIEW - N.T.S. INSTALLED ON THE PROJECT. NOTE: PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV" ONTO LID. USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. 2" 2" MIN. 2" BRICK SUPPORTS, FOUR (4) REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, MIN.P C PVC MAINLINE PIPE RISER*, LENGTH AS REQUIRED 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH SCH. 80 PVC 90° ELL FITTING* LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE FINISHED SOIL GRADE IN TURF AREAS LATERAL LINE, SIZE PER PLANS, TYPE PVC PIPE, AS 24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS PVC MAINLINE PIPE* SCH. 80 PVC TEE OR 90° ELL FITTING ON MAINLINE, I D VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-Y1 NOTE: PER LEGEND TWO (2) PER ASSEMBLY MAINLINE SIZE X RCV X RCV (TEE) OR MAINLINE SIZE X RCV (ELL) * ABOVE INDICATES SIZE PER RCV SECTION VIEW - N.T.S. PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. FINISHED SOIL GRADE IN SHRUB AREAS NOTE: USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. SECTION VIEW - N.T.S. 2" 2" 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH BRICK SUPPORTS, FOUR (4) REQUIRED LINE, SIZE PER PLANS, TYPE MIN.P C AS LATERAL PER LEGEND FLOW DRIP SYSTEM WYE FILTER, SIZE PER RCV INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV FINISHED SOIL GRADE IN TURF AREAS 2" MIN. ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO COVER THE BOTTOM AND SIDES OF VALVE BOX PVC PIPE, TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE 24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS I D VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-Y1 SCH. 80 PVC TEE OR 90° ELL FITTING ON MAINLINE, MAINLINE SIZE X RCV X RCV (TEE) OR MAINLINE SIZE X RCV (ELL) * ABOVE INDICATES SIZE PER RCV SCH. 80 PVC 90° ELL FITTING* PVC MAINLINE PIPE* PVC MAINLINE PIPE RISER*, LENGTH AS REQUIREDLASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY PLASTIC RECTANGULAR VALVE BOX (SIZE AS REQUIRED) WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. FINISHED SOIL GRADE IN SHRUB AREAS O SECTION VIEW - N.T.S. USE A NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. CL QUICK COUPLING VALVE WITH 1" FIPT INLET FINISHED SOIL GRADE IN SHRUB AREAS 3" THREADS AND A YELLOW VINYL LOCKING CAP 2" LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX LASCO SNAP-LOK PVC SWING JOINT WITH O-RINGS, A MALE 1" MIPT THREADED LAY LENGTH AND SNAP-LOK COLLAR. PVC INLET, PVC STABILIZER ELBOW, 12" FINISHED SOIL GRADE IN TURF AREAS BRICK SUPPORTS, THREE (3) REQUIRED USE #G13S-218 WITH A 1" MIPT THREAD REBAR STAKES, #3 X 24" LONG, SCH. 80 PVC SST MAINLINE TEE FITTING, MAINLINE SIZE X 1" FIPT FOR CONNECTION TO THE SWING JOINT TWO (2) REQUIRED BRASS OUTLET. WHEN USING A 3/4" QUICK COUPLER VALVE, USE A LASCO G13T-212 SWING JOINT WITH A 3/4" BRASS OUTLET FOR CONNECTION TO THE QCV INLET. ALL OTHER PARTS OF SWING JOINT SHALL REMAIN 1" SIZE. COLORED T-COVER AND CAPTIVE STAINLESS PLASTIC 10" ROUND VALVE BOX WITH BLACK STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QCV" ONTO LID. NOTE: WHEN QCV IS LOCATED ON A MANIFOLD, USE A SCH. 80 SxT 90° ELBOW IN PLACE OF THE TEE FITTING. SIZE THE ELBOW AS MANIFOLD MAINLINE SIZE X 1" FIPT. TIPPING RAIN BUCKET L6.04 IRRIGATION DETAILS N.T.S. 1" GRAY SCH. 40 PVC CONDUIT FOR RAIN SENSOR CABLE 1" WEATHER HEAD STEEL POLE / LAMP POLE MOUNTING BRACKET (INCLUDED WITH SENSOR) SENSOR CABLE (200FT MAXIMUM) 1 RAIN SENSOR 2 3 4 5 6 1 2 3 4 5 6 7 IRRIGATION CONTROLLER ASSEMBLY AND GROUNDING ROD SHOWN FOR REFERENCE ONLY; REFER TO IRRIGATION CONTROLLER DETAIL 7 256 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY conditions. LPA is not respancies between the projec sting conditions. . L ICENS ED L A N DSCAPE AR CH I TECT S T ATE OF CA L I F O R NIA J E FFREY K. Y A MAMOT O No . 5030 RENEWAL DATE SIGNATURE DATE 07/31/2023 06/15/2023 07/31/2025 04/30/2024 2925 546-8L * Seal voids in conduit with approved sealant such as Zipseal or other. 3rd PLAN CHECK SUBMITTAL 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT 1 DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATION DETAILS L6.04 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 25 SECTION VIEW - N.T.S. UNDER PEDESTRIAN PAVING PIPE SIZES A PAVING, SEE SITE PLANS A B C D D D D D IRRIGATION LATERAL LINE IN SLEEVE IRRIGATION MAINLINE IN SLEEVE LOW VOLTAGE CONTROL WIRES, OR CONDUIT, IN SLEEVE UNDISTURBED SITE SOIL SAND BACKFILL COMPACTED TO CLEAN SAND PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART 12" B 24" C 24" D 4" UNDER VEHICULAR PAVING 36"36"6" EQUAL DENSITY OF EXISTING SOIL OR PAVING BASE MATERIAL 24" SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 04/26/2024 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN SLEEVE INSTALLATIONP VALVE BOX LAYOUTR 12"12"12" REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR QCV BOX, TYPICAL 18 "12" BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. NOTE: VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL ALIGN BOX EDGES VALVE BOX, TYPICALBALL VALVE BOX, TYPICAL EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING 18 " COLLAPSE AND / OR DEFORMATION OF VALVE BOXES. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE FACILITATE SERVICING OF THE VALVE OR EQUIPMENT. 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. NOTE: PLAN VIEW - N.T.S. QCV RCV A13 RCV A15 RCV A14 BV WIRE CONNECTIONQ SECTION VIEW - N.T.S. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT. NOTE: INSERTED INTO TUBE UNTIL THE SCOTCHLOK CONNECTOR AND WIRES CONNECTOR PASSES LOCK TABS SILICONE WATERPROOF GEL POLY TUBE PRE-FILLED WITH 100% ONCE CONNECTOR IS INSERTED LOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY. IS INSERTED INTO TUBE WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE LOW VOLTAGE WIRES, 3 MAXIMUM S SECTION VIEW - N.T.S. SIZES 3" AND 4" SIZES 3/4" TO 2 1/2" PIPE SIZES A FINISH SOIL GRADE A B C D D D D D IRRIGATION NON-PRESSURE LATERAL LINE IRRIGATION PRESSURE MAINLINE LOW VOLTAGE CONTROL WIRES, IN CONDUIT IF SPECIFIED ON LEGEND UNDISTURBED SITE SOIL CLEAN, COMPACTED BACKFILL SOIL, CLEAN SOIL PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART 12" 18" B 18" 24" C 18" 24" D 4" 4" SIZES 6" AND LARGER 30"24"6" SEE SPECIFICATIONS CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: PIPE INSTALLATION L6.05 IRRIGATION DETAILS N.T.S. 256 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY conditions. LPA is not respancies between the projec sting conditions. . L ICENS ED L A N DSCAPE AR CH I TECT S T ATE OF CA L I F O R NIA J E FFREY K. Y A MAMOT O No . 5030 RENEWAL DATE SIGNATURE DATE 07/31/2023 06/15/2023 07/31/2025 04/30/2024 2926 546-8L NOTE:1. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2)DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.COM 2. CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENTIMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES. 5-1/2" 36"36" PAVING, SEE SITE PLANS A B C D D D D D IRRIGATION LATERAL LINE IN SLEEVE IRRIGATION MAINLINE IN SLEEVE LOW VOLTAGE CONTROL WIRES, OR CONDUIT, IN SLEEVE UNDISTURBED SITE SOIL SAND BACKFILL COMPACTED TO CLEAN SAND PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART EQUAL DENSITY OF EXISTING SOIL OR PAVING BASE MATERIAL UNDER PEDESTRIAN PAVING PIPE SIZES A 12" B 24" C 24" D 4" UNDER PEDESTRIAN PAVING 12"24"24"4" UNDER VEHICULAR PAVING 36"36"6"24" SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: 6" and greater - 36"UNDER VEHICULAR PAVING 36"36"6"24" PIPE SIZES A B C DLESS THAN 3"24"24"4"18" 3" TO 5-1/2" 6" AND GREATER 24"24"4"18" 18"36"36" 6" OR LESS GREATER THAN 6" 18"36"36"6" 24"48"48" 3rd PLAN CHECK SUBMITTAL 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT 1 DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATION DETAILS L6.05 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 26 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 04/26/2024 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN L6.06 IRRIGATION CLACULATIONS N.T.S. 256 BY SEPARATE PERMIT SHEET FOR REFERENCE ONLY conditions. LPA is not respancies between the projec sting conditions. . L ICENS ED L A N DSCAPE AR CH I TECT S T ATE OF CA L I F O R NIA J E FFREY K. Y A MAMOT O No . 5030 RENEWAL DATE SIGNATURE DATE 07/31/2023 06/15/2023 07/31/2025 04/30/2024 2927 546-8L 190,38844 190,388 44 27.28 27.28 149,331 GAYLE WAY MO N R O E S T R E E T CO CO 3"D W 3" D W CO CO 4"SS 3"DW 3" D W 3"DW 3"D W 3"DW B F V M CER A12 1" S 16 1.83 25 705HZ3 A1 1" DT 6.5 0.70 25 892HZ1 740' TUBING F F A3 1" DT 9.1 0.70 25 1,240HZ1 1,030' TUBING F F F F F F F F F F F F F F F F F F A7 1" DT 12.5 0.70 25 1,702HZ1 1,410' TUBING A6 1" DT 11.0 0.70 25 1,509HZ2 1,250' TUBING A5 1" DT 13.9 0.70 25 1,899HZ1 1,570' TUBING A4 1" DT 14.1 0.70 25 1,925HZ1 1,600' TUBING A10 1" DT 4.6 0.70 25 626HZ2 520' TUBING A9 1" DT 13.4 0.70 25 1,841HZ2 1,520' TUBING A11 1" DT 2.3 0.70 25 311HZ1 260' TUBING F A2 1" TB 1 1.50 25 N/AHZ4 A8 1" TB 12 1.50 25 N/AHZ4 3/4" 3/4" 1" 1" 1" 11/4" 11/4" 3/4" 3/4"1" 3/4" 3/4" 1" 1" 3/4" 3/4" 11/4" 1" 1" 1"1" 1"11/4" 11/4" 1" 3/4" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 11/4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" A13 1" S 15 1.83 25 705HZ3 A14 1" S 15 1.83 25 705HZ3 A15 1" S 15 1.83 25 705HZ3 A16 1" S 16 1.83 25 705HZ3 11/4" 11/4" 11/4" 11/4" 3/4"3/4" 3/4"3/4" 1" 3/4"3/4" 1" 11/4" 11/4" 1" 3/4" 1" 1" 11/4" 11/4" 3/4"11/4" 11/4" 11/4" 3/4" 1" 1" 11/4" 11/4" N MO N R O E S T R E E T LI M I T O F W O R K PR O P E R T Y L I N E LIMIT O F W O R K IRRIGATION POINT OF C REFER TO NOTE "A" IRRIGATION CONTROLLER "A"; REFER TO NOTE "B" POLE MOUNTED TIPPING RAIN BUCK, CONTRACTOR TO COORDINATE FOR FINAL LOCATION IN THE FIELD. EXISTING TREE PROTECT IN PLACE; REFER TO NOTE "F" 1"1"1" HYDROZONE DIAGRAM. REFER TO HYDROZONE TABLE 3rd PLAN CHECK SUBMITTAL 08/09/2024 NO PAR K I N G EV C H A R G I N G ON L Y NO P A R K I N G EV C H A R G I N G ON L Y E V CH A R G I N G O N L Y COMPA C T COMPA C T COMP A C T COMPA C T COMPA C T COMPA C T COMPA C T COMPA C T COMP A C T COMPA C T COMPA C T COMP A C T NO PA R K I N G ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L0.01 LANDSCAPE NOTES AND SCHEDULES - MONROE STREET POOL REPLACEMENT 1 DIAL TOLL FREE 1 - 800 - 422 - 4133 AT LEAST TWO DAYS BEFORE YOU DIG T.M. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATIONCALCULATIONS L6.06 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 27 0.3 1,591 1,989 5,304 6,477 x 27.28 = 176,693 6,477 5,304 12,925 12,925 158,661 158,661 NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T NO PA R K I N G 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1. 6 % 1.0% 1.0% 1. 6 % 1. 6 % 1.3% 1.3% 1.1% 1.3% 1.3% 1.1% 1.1% 1.8% 1. 0 % 1. 0 % 1.0 %1.8 % 1.5%1.2% 0.7% 1.5% 1.6% 5.0%1.5% 0.9% 1. 6 % 1. 1 % 0.9% 2.5% 8.0 % 7. 3 % 1.1 % 1.7% (4.7%) (5.3%) 1.5% 1.0 % 1.0% 1. 9 % 1. 4 % (2.5%) 3.2% 1.0% 3.3% 2.7% 1.5% 2.0% 4.5% 1. 8 % 7.6 % 0.6 % 1. 0 % 1.8 % 1.0%1.2 % 1. 8 % 1.2 % 1 . 5 % 0.8% 2.4% 0.9 % 0.8%1.5% 1.3%1. 3 % 1.1 % 3.8 % 4. 6 % 1.8% 0.5% 1.5% 0. 6 % 1. 4 % 1.4 % 0.6 % 2.6% 1. 5 % 0. 7 % 1.5 % E SHT 6 1.9 % SS CO CO 202 203 20 4 2 0 5 207 208 208 208 20 8 208 205 20 8 20 8 20 8 20 8 2 0 7 20 4 20 3 202 20 6 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 T1 LINEAR ROOT BARRIER (*)- UNLESS NOTED ON PLAN DETAIL (NCN.)- NO COMMON NAME SYM.QTY.REF.SPACINGCOMMON NAME TREE LIST SIZE/ SHRUB / GROUND COVER LIST BOTANICAL NAME/COMMENTS/ T2 S3 S4 S2 S1 12/L7.02 S5 ET1 S6 S7 S8 S9 S10 PODOCARPUS GRACILIOR/ FERN PINE EXISTING TREE TO REMAIN 36" BOX/ PER PLAN 2.10/ L7.02 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 36" BOX/ MULTI PER PLAN 2,10/ L7.02 SALVIA LEUCANTHA 'SANTA BARBARA'/ MEXICAN BUSH SAGE MUHLENBERGIA RIGIDA 'NASHVILLE' LOMANDRA LONGIFOLIA BREEZE/ DWARF MAT RUSH JUNCUS PATENS/ ELK BLUE PLANTING LEGEND ET2 EXISTING PALMS TO REMAIN CALLISTEMON VIMINALIS 'LITTLE JOHN' LEYMUS CONDENSATUS 'CANYON PRINCE' / WILD RYE CALAMAGROSTIS X ACUTIFLORA 'KARL FORESTER' AGAVE BLUE FLAME 15 GAL/ PER PLAN BACCHARIS PILULARIS 'PIGEON POINT' FICUS PUMILA PROTECT IN PLACE; SEE 04/L7.02 PROTECT IN PLACE; SEE 04/L7.02 16,17/ L7.02 15/ L7.02 36" BOX/ PER PLAN 1 GAL/ 60" O.C. 5 GAL/ 36" O.C. 5 GAL/ PER PLAN 1 GAL/ 24" O.C. 1 GAL/ 30" O.C. 1 GAL/ 72" O.C. 1 GAL/ 36" O.C. 1 GAL/ 18" O.C. 5 GAL/ 42" O.C. 8 4 9 4 WUCOLS 16 12 M L - - L L L M L L M L M L INSTALL AT TREES LOCATED WITHIN 5' OF HARDSCAPE 16,17/ L7.02 16,17/ L7.02 16,17/ L7.02 16,17/ L7.02 16,17/ L7.02 16,17/ L7.02 16,17/ L7.02 16,17/ L7.02 N MO N R O E S T R E E T LI M I T O F W O R K PR O P E R T Y L I N E 07PLANTING PLAN 1" = 20'-0" T1 TYP. LIMIT O F W O R K S7 S9 T1 TYP. S5 ET2 TYP. S9 S8 S8 S10 ET1 S8 S9 S9 S9 TYP. S11 S10 S1 S6 S9 S3 S8 S9 EXISTING CALLISTEMON VIMINALIS 'LITTLE JOHN' TO REMAIN EXISTING MUHLENBERGIA RIGIDA 'NASHVILLE' TO REMAIN EXISTING CALLISTEMON VIMINALIS 'LITTLE JOHN' TO REMAIN. PRUNE HEDGES TO 30" HEIGHT MAX. TO MAINTAIN SITE VISIBILITY. S9 ET1 TYP. ET2 ET1 S1 S4 T2 TYP. S8 ET1 S3 TYP. S3 L7.01 PLANTING PLAN - S10 TYP. TYP. TYP. (E) BLDG BLDG S1 S4 S10 S4 S7 28 BIOFILTRATION WITH PARTIAL RETENTION -TYPE PR-1 S3 25' CLR. SIGHT, TYP 25' CLR. SIGHT, TYP S3 S3 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 09/25/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4LLPC2024-0008 PUB2023-0004 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 L7.02 PLANTING DETAILS - WIND ROOT BALL 2X ROOTBALL 12 " 24 " PREVAILING PLAN VIEW A SECTION B LEGEND B - A - ROOT BALL TREE STAKING AND PLANTING DETAIL 1/4"=1'-0" - NOTE: A.PROVIDE (2) 6" DIA. x 6' DEEP AUGER HOLES IF EXCAVATED HOLE DOES NOT DRAIN FASTER THAN 1" PER HOUR AS DETERMINED BY SOILS REPORT AND FIELD CONDITIONS. NOT USED (3) MIN. 30" DEPTH MINIMUM ARBOR STAKES FOR TREES 3" CALIPER BOX AND SMALLER. DRIVE STAKE THROUGH ROOT BALL AND EMBED STAKE 6"-8" INTO NATIVE SOIL. PROVIDE LOCKING TABS ONTO STAKE AND REMOVE EXCESS PER MANUFACTURER'S RECOMMENDATIONS. AVAILABLE THROUGH ARBOR STAKE. PROVIDE (1) STAKE PER CALIPER INCH GREATER THAN 3". PROVIDE BIODEGRADABLE LOCK PER STAKE. FINISH GRADE WATER BASIN. 4" MIN. DEPTH FOR 5 GAL. & LARGER IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. EXISTING SOIL. PLANT TABLET. PER SPECS. SET TOP OF ROOTBALL X" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. PROVIDE 2' DIA. MULCH RING AT TREES WITHIN TURF. ADJUST HEIGHT OF TREE PLANTING TO ACCOMMODATE SETTLING DUE TO SOIL TYPE. 3" MULCH, MAINTAIN CONSTANTLY. COMPACTED BACKFILL. PUDDLE AND SETTLE PRIOR TO SETTING TREE. 12" WIDE TRENCH ALONG ONE SIDE. FILL WITH 3/4" DRAIN GRAVEL. 4" PERFORATED DRAIN PIPE PLACED HORIZONTAL. "MIRAFI" 140N FILTER FABRIC. 4" NIBCO, BLACK - 'ABS' PLUG 4" NIBCO, BLACK - 'ABS' FEMALE RECIEVER NDS, WHITE 'PVC' ADAPTOR FOR CONNECTION FROM FEMALE RECIEVER TO PVC SOLID STAND PIPE UNDISTURBED EXISTING SOIL TO FORM PEDESTAL AND PREVENT SETTLING. REPLACE WITH COMPACTED NATURAL SOIL IF HARDPAN EXISTS. TREE CANOPY BOTTOM OF ROOTBALL/ TOP OF PEDESTAL. BASE OF PEDESTAL FOR TREE. RO O T BA L L 4" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 3 4 5 5 6 7 8 8 9 10 11 12 12 13 13 14 15 15 16 1718 18 19 19 12" MIN. 2 0410TREE PROTECTION FENCE 1/4" = 1'-0" - 1 EXISTING TREE, PROTECT IN PLACE. TREE PROTECTION FENCE: GALVANIZED STEEL FENCING WITH 0.148" DIAMETER CHAINLINK FABRIC. 2 78" O.D. OUTSIDE AND CORNER GALVANIZED STEEL POSTS 3" THICK LAYER OF MULCH MAINTAIN EXISTING GRADE AT THE BASE OF THE TREE PROTECTION FENCE UNLESS OTHERWISE NOTED ON PLANS. 8.5" X 11" PLASTIC LAMINATED SIGN SPACED AT 35' O.C. NOTES: A.NO PRUNING SHALL BE PERFORMED EXCEPT BY CITY OR CITY APPROVED ARBORIST. B.NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. C.SEE PLANS FOR ADDITIONAL INFORMATION. 2 3 4 5 6 6' - 0 " SECTION VIEW KEEP OUT: TREE PROTECTION AREA 1 2 3 5 6 4 ROOT PROTECTION ZONE (RPZ) TO MATCH DRIP LINE UNLESS NOTED OTHERWISE ROOTBALL ROOT BALL 45° SECTION C SECTION B PLAN VIEW A C -- - C -- - B --- A --- ROOT BALL TREE GUYING AND PLANTING DETAIL 1/4"=1'-0" - NOTE: PROVIDE (2) 6" DIA. x 6' DEEP AUGER HOLES IF EXCAVATED HOLE DOES NOT DRAIN FASTER THAN 1" PER HOUR AS DETERMINED BY SOILS REPORT AND FIELD CONDITIONS. WHITE SURGICAL TUBING OVER ENTIRE LENGHT OF GUY WIRE (TYP.) 3 REQUIRED. 4" NIBCO, BLACK - 'ABS' PLUG 4" NIBCO, BLACK - 'ABS' FEMALE RECIEVER NDS, WHITE 'PVC' ADAPTOR FOR CONNECTION FROM FEMALE RECIEVER TO PVC SOLID STAND PIPE DUCKBILL EARTH ANCHORING SYSTEM. BLACK PLASTIC TIES. GUY WIRE W/TURN BUCKLE AS REQUIRED TO SUPPORT TREE (3-REQUIRED). PART OF DUCKBILL EARTH ANCHORING SYSTEM. PLANT TABLETS. SEE SPECIFICATIONS. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX + PIT SIZE. (NOT USED) COMPACTED BACKFILL, PUDDLE & SETTLE PRIOR TO SETTLING TREE. 12" WIDE TRENCH ALONG ONE SIDE FILL W/ 3/4" DRAIN GRAVEL. SET TOP OF ROOTBALL 2" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. PROVIDE 2' DIA. MULCH RING AT TREES WITHIN TURF. ADJUST HEIGHT OF TREE PLANTING TO ACCOMODATE SETTLING DUE TO SOIL TYP. ( M A Y B E A D J U S T E D V E R I F Y W/ L A N D S C A P E A R C H I T E C T . ) 12 " 24 " RO O T BA L L 24 " 1 2 3 4 5 6 7 8 9 10 11 21 1 5 20 19 7 6 10 13 2 4 12 16 3 18 9 21 5 11 1 2 6 7 20 14 10 13 17 20 17 21 2 16 7 9 14 10 13 15 2X ROOTBALL 12" MIN. 3" MULCH, MAINTAIN CONSTANTLY. 4" PERFORATED DRAIN PIPE. PLACED HORIZONTAL. "MIRAFI" 140N FILTER FABRIC WRAPPING DRAIN GRAVEL, OVERLAPPING SEPERATE PIECES @ 6". EXISTING SOIL. WATER BASIN. 6" MIN. DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. UNDISTURBED EXISTING SOIL TO FORM PEDESTAL & PREVENT SETTLING OF TREE. REPLACE WITH COMPACTED NATURAL SOIL IF HARDPAN EXISTS. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. TREE CANOPY BOTTOM OF ROOTBALL/ TOP OF PEDESTAL. BASE OF PEDESTAL FOR TREE. 12 13 14 15 16 17 18 19 20 21 1" ROOTBALL LEGEND LINEAR ROOT BARRIER 1 1/2"=1'-0" - BASE MATERIAL FROM ADJACENT HARDSCAPE. COMPACTED SUBGRADE FROM ADJACENT HARDSCAPE. NOTE: A.VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. CONCRETE CURB, GUTTER, OR SIDEWALK. LINEAR ROOT BARRIER BY 'DEEP ROOT'. SEE PLANTING PLAN. MODEL # UB24-2 FINISH GRADE. ADJACENT ROOTBALL. VERIFY THE EXACT LOCATION AND PROTECT AT ALL TIMES. 1 2 3 4 5 6 6 5 4321 02 12 29 VE R T I C A L S U R F A C E LEGEND BALL ROOT 6" 6" VINE PLANTING 1" = 1'-0" - SPREAD ON WALL OR GREEN SCREEN AND SPREAD ON WALL AND SECURE WITH 'TUMAX PLANT ANCHOR' VINE TIES ATTACHED TO WALL WITH CLEAR SILICONE GLUE. DO NOT USE WIRE OR METAL TO TIE VINES. USE WHITE, BLACK OR GREEN VINYL ATTACHMENTS TO CONNECT VINES TO WALL TIES OR GREEN SCREEN. REMOVE NURSERY STAKE 3" MULCH LAYER, MAINTAIN CONSTANTLY. SEE SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN. ADJACENT MATERIAL SEE PLAN PLANTING TABLETS COMPACTED BACKFILL, SEE SPECS. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. TOP OF ROOTBALL TO BE 1/2" BELOW FINISH SURFACE. UNDISTURBED EXISTING SOIL TO FORM PEDESTAL. REPLACE W/ COMPACTED SOIL IF HARDPAN EXISTS. 2 3 4 5 6 7 8 9 1 1 2 8 3 4 7 5 6 9 9"MIN/ 12" MAX 15 LEGEND: ROOT BALL 16 - 1 2 3 4 5 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 NOTE: A.FOR SHRUB SPACING SEE 1 TO 15 GALLON SHRUB; REFER TO PLANTING PLAN. SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND SLOPE SOIL AWAY FROM ROOTBALL. ADJUST HEIGHT OF PLANTING TO ACCOMODATE SETTLING DUE TO SOIL TYPES. WATER BASIN. 4" MIN. FOR 5 GAL. & LARGER. 2" MIN FOR 1 GAL. FINISH GRADE AMENDED BACKFILL; SEE SPECS FOR MIX. PLANT TABLET; SEE SPECS. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. EXISTING SOIL. 3" MULCH, MAINTAIN CONSTANTLY. SEE SPECS. COMPACTED BACKFILL; SEE SPECS. PUDDLE AND SETTLE PRIOR TO SETTING SHRUB. UNDISTURBED EXISTING SOIL TO FORM PEDESTAL. REPLACE WITH COMPACTED NATURAL SOIL IF HARDPAN EXISTS. SHRUB PLANTING DETAIL 3/4" = 1'-0" 7 6 2X SIZE OF ROOT BALL RO O T BA L L 6" 17 LEGEND: 1 2 3 1 2 3 EQUAL E Q U A L EQ U A L TRIANGULAR SPACING 1/4" = 1'-0" - LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN (TRIANGULAR SPACING). 1/2 ON CENTER SPACING. PAVING, BUILDING, OR HEADER SHOWING PLANTING AREA LIMIT. 16 29 CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CI CAST IRON CIP CAST IN PLACE CIV ENG CIVIL ENGINEER CG CORNER GUARD CJ CONTROL JOINT CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR CNTR COUNTER CO CASED OPENING COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CT CERAMIC TILE CTR CENTER CTSK COUNTERSUNK DA DISABLED ACCESS DBL DOUBLE DEPT DEPARTMENT DESC DESCRIPTION DF DRINKING FOUNTAIN DET DETAIL DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DO DOOR OPENING DR DOOR DWR DRAWER DS DOWNSPOUT DSP DRY STANDPIPE DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANELBOARD EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXPO EXPOSED EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FLASH FLASHING FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOV FACE OF VENEER (BRICK OR PRECAST) FOW FACE OF WALL FR FIRE RETARDANT FPRF FIREPROOF FS FINISH SURFACE FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN LAB LABORATORY LAM LAMINATE LAND ARCH LANDSCAPE ARCHITECT LAV LAVATORY LKR LOCKER LT LIGHT MATL MATERIAL MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MUL MULLION N NORTH NIC NOT IN CONTRACT NO/# NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OA OUTSIDE AIR OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OPNG OPENING OPP OPPOSITE OSA OUTSIDE AIR PA PLANTING AREA PRCST PRECAST PH PANIC HARDWARE PL PLATE P LAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD POT PATH OF TRAVEL PR PAIR PT PAINT PTD PAPER TOWEL DISPENSER PTD/R COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE QT QUARRY TILE R RISER RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR RGTR REGISTER REINF REINFORCED REQD REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RWD REDWOOD RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SH SHELF SHR SHOWER SHT SHEET SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL S SK SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STR STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL & AND ∠ANGLE @ AT ℄CENTERLINE ∅DIAMETER OR ROUND # POUND OR NUMBER (E) EXISTING (P) PAINT (R) REMOVE +/- DIM TOLERANCE AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACM ALUM COMPOSITE MATERIAL ACT ACOUS CLG TILE AD AREA DRAIN AED AUTO EXT DEFIBRILLATOR ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGGR AGGREGATE AHJ AUTHORITY HAVING JURISDICTION ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASF ASSIGNABLE SF ASPH ASPHALT BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLK'G BLOCKING BM BEAM BOC BACK OF CURB BOT BOTTOM BO BOTTOM OF BOC BACK OF CURB BOW BOTTOM OF WALL BS BOTTOM OF SLOPE GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GI GALVANIZED IRON GL GLASS GND GROUND GR GRADE GYP GYPSUM HB HOSE BIB HC HOLLOW CORE HDWD HARDWOOD HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HGT/HT HEIGHT T TREAD TB TOWEL BAR TC TOP OF CURB TEL TELEPHONE TER TERRAZZO T&G TONGUE & GROOVE THK THICK TOB TOP OF BEAM TOC TOP OF CONCRETE TOW TOP OF WALL TOP TOP OF PARAPET TPD TOILET PAPER DISPENSER TS TOP OF SLOPE TV TELEVISION TYP TYPICAL UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE W WEST W/ WITH WC WATER CLOSET WD WOOD W/O WITHOUT WP WATERPROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC COLUMN LINES 0 0 SURFACE DRAINAGE ARROW INDICATES DIRECTION OF FLOW N PROJECT NORTH BUILDING SECTION 1 A101 TYP SECTION ID SHEET NUMBER 1 A101 TYP WALL SECTION SECTION ID SHEET NUMBER DETAIL CALLOUTS DETAIL ID SHEET NUMBER 1 A101 SIM DETAIL SECTION DETAIL ID SHEET NUMBER 1 A101 SIM DETAIL REFERENCE DETAIL ID SHEET NUMBER 1 A101 SIM INTERIOR ELEVATIONS DETAIL ID SHEET NUMBER A C SIM D BA101 DOOR DESIGNATION ROOM DESIGNATION ROOM NUMBER ROOM AREA 1REVISION CLOUD & TAG (OPTIONAL SA2U 1t SHADED PORTION POINTS TO SIDE REFERENCED DATUM POINT KEYNOTE WALL TYPE WINDOW TYPE TYP. ? MATCH LINE SEE SHEET A101 Name Elevation LEVEL LINE, CONTROL POINT EL: 12'-8" = ELEVATION/SECTION STAIR DIRECTION DN UP CENTER LINES, FLOOR LINES HIDDEN CONSTRUCTION FEATURE BREAK LINE #### FINISH TAG XX-## EQUIPMENT TAG 1i ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. 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Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SHEET INDEX G0.10 MD MONROE ST. POOL REPLACEMENT SHEET INDEX SHEET INDEX S H E E T N U M B E R SHEET NAME GENERAL INFORMATION G0.00 COVER SHEET G0.10 SHEET INDEX G0.20 GENERAL PROJECT INFORMATION G0.40 CALGREEN (CA) G0.41 CALGREEN (CA) G0.42 CALGREEN (CA) G2.10 CODE ANALYSIS G2.11 EGRESS PLAN G0.31 TYPICAL ACCESSIBILITY NOTES AND DETAILS G0.32 TYPICAL ACCESSIBILITY NOTES AND DETAILS CIVIL C1 TITLE SHEET C2 CIVIL NOTES C3 EXISTING CONDITIONS C4 DEMOLITION PLAN C5 GRADING PLAN C6 GRADING ENLARGEMENT C7 STORM DRAIN PLAN C8 UTILITY PLAN C9 HORIZONTAL CONTROL AND PAVING PLAN C10 DETAILS C11 DETAILS C12 SINGLE SHEET BMP SITE PLAN LANDSCAPE L0.01 LANDSCAPE NOTES AND SCHEDULE L0.02 LANDSCAPE NOTES AND SCHEDULE L1.01 MATERIALS PLAN L1.02 LAYOUT PLAN L3.01 ENLARGEMENT PLAN L4.01 SECTIONS AND ELEVATIONS L4.02 SECTIONS AND ELEVATIONS L4.03 SECTIONS AND ELEVATIONS L4.04 SECTIONS AND ELEVATIONS L5.01 CONSTRUCTION DETAILS L5.02 CONSTRUCTION DETAILS L5.03 CONSTRUCTION DETAILS L5.04 CONSTRUCTION DETAILS L5.05 CONSTRUCTION DETAILS L5.06 CONSTRUCTION DETAILS L5.07 CONSTRUCTION DETAILS L5.08 CONSTRUCTION DETAILS L5.09 CONSTRUCTION DETAILS L5.10 CONSTRUCTION DETAILS L5.11 CONSTRUCTION DETAILS L5.12 CONSTRUCTION DETAILS L6.01 IRRIGATION PLAN L6.02 IRRIGATION LEGEND L6.03 IRRIGATION DETAILS L6.04 IRRIGATION DETAILS L6.05 IRRIGATION DETAILS L6.06 IRRIGATION DETAILS L7.01 PLANTING PLAN L7.02 PLANTING DETAILS ARCHITECTURE A0.21 SITE PLAN A0.31 TRASH ENCLOSURE A1.01 DEMO FLOOR PLAN & RCP BLDG A A1.02 DEMO ROOF PLAN - BLDG A A1.03 DEMO ELEVATIONS BLDG A A2.01 FIRST FLOOR PLAN - BLDG A & B A2.09 ROOF PLAN - BLDG A & B A2.11 FIRST FLOOR EDGE OF SLAB PLAN - BLDG A & B A2.21 FIRST FLOOR FINISHES PLAN - BLDG A & B A2.31 FIRST FLOOR REFLECTED CEILING PLAN - BLDG A & B A3.01 EXTERIOR ELEVATIONS - BLDG A A3.02 EXTERIOR ELEVATIONS - BLDG B A3.11 BUILDING SECTIONS BLDG A A3.12 BUILDING SECTIONS BLDG B A3.20 WALL SECTIONS A3.21 WALL SECTIONS A3.22 WALL SECTIONS A3.23 WALL SECTIONS A3.24 WALL SECTIONS A3.26 WALL SECTIONS A3.27 WALL SECTIONS A4.01 ENLARGED PLANS & INTERIOR ELEVATIONS A4.02 ENLARGED PLANS & INTERIOR ELEVATIONS A4.03 ENLARGED RESTROOM PLANS & ELEVATIONS A4.04 ENLARGED RESTROOM PLANS & ELEVATIONS A4.05 ENLARGED RESTROOM PLANS & ELEVATIONS A4.06 ENLARGED RESTROOM PLANS & ELEVATIONS A4.07 ENLARGED RESTROOM PLANS & ELEVATIONS A6.11 DOOR SCHEDULES A6.21 OPENING TYPES A6.31 FINISH & EQUIPMENT SCHEDULES A8.12 EXTERIOR DETAILS A8.13 EXTERIOR DETAILS A8.14 OPENING DETAILS A8.21 ROOF DETAILS A8.22 ROOF DETAILS A9.01 PARTITION TYPES A9.11 INTERIOR DETAILS A9.12 INTERIOR DETAILS A9.21 CEILING DETAILS A9.31 CASEWORK DETAILS A9.32 CASEWORK DETAILS A9.41 RESTROOM DETAILS A9.42 RESTROOM DETAILS A10.01 SIGNAGE PLAN & SCHEDULE - BLDG A & B A10.41 SIGNAGE DETAILS STRUCTURAL SHEET INDEX S H E E T N U M B E R SHEET NAME AV3.01 AUDIO VISUAL ELEVATIONS AV4.01 AUDIO VISUAL ONE LINE DIAGRAM AV5.02 AUDIO VISUAL DETAILS TECHNOLOGY T0.01 TECHNOLOGY SYMBOLS AND LEGENDS T0.02 TECHNOLOGY SITE PLAN T1.00 TECHNOLOGY OVERALL FLOOR PLAN T1.01 DEMO FLOOR PLANS - BUILDING A & B T2.01 TECHNOLOGY FLOOR PLANS - BUILDING A & B T5.01 TECHNOLOGY DETAILS AQUATICS SP-0 SWIMMING POOL AREA PLAN SP-1 SWIMMING POOL LAYOUT PLAN SP-2 SWIMMING POOL PIPING PLAN SP-3 SWIMMING POOL UNDERWATER LIGHTING AND TIMING PLAN SP-4 SWIMMING POOL SECTIONS SP-5 SWIMMING POOL WATER POLO LAYOUT SP-6 DETAILS SP-7 DETAILS SP-8 DETAILS SP-9 DETAILS SP-10 DETAILS SP-11 DETAILS SP-12 DETAILS SP-13 DETAILS SP-14 DETAILS SP-15 DETAILS SP-16 DETAILS SP-17 DETAILS SP-18 SWIMMING POOL THERMAL SOLAR PLAN SP-19 DETAILS SP-20 DETAILS AQUATICS MR-1 MECHANICAL ROOM LAYOUT PLAN MR-2 MECHANICAL ROOM SECTIONS MR-3 DETAILS MR-4 DETAILS MR-5 DETAILS MR-6 DETAILS MR-7 DETAILS MR-8 DETAILS MR-9 DETAILS MR-10 DETAILS MR-11 DETAILS SPORTS LIGHTING MT1 NOTES FOUNDATION DETAIL MS1 POLE DETAILS MD1 ATTACHMENT DETAILS MD2 ATTACHMENT DETAILS MD3 ATTACHMENT DETAILS SHADE NC90132-1-1 000 NOTES/ LOM NC90132-1-2 000 VIEWS AND DETAILS NC90132-1-3 000 FOOTING DETAILS NC90132-2-1 000 NOTES/ LOM NC90132-2-2 000 VIEWS AND DETAILS NC90132-2-3 000 FOOTING DETAILS NC90132-3-1 000 NOTES/ LOM NC90132-3-2 000 VIEWS AND DETAILS NC90132-3-3 000 FOOTING DETAILS ABBREVIATIONSSYMBOLS LEGEND SHEET INDEX S H E E T N U M B E R SHEET NAME S0.01 GENERAL NOTES S0.02 GENERAL NOTES S0.03 GENERAL NOTES S1.11 SITE DETAILS S1.12 SITE DETAILS S1.13 SITE DETAILS S1.21 SITE PLAN S2.01A FOUNDATION PLAN - BLDG A S2.09A ROOF FRAMING PLAN - BLDG A S2.09B ROOF FRAMING PLAN - BLDG B S3.01 ELEVATIONS - BLDG B S3.02 ELEVATIONS - BLDG A S3.21 PERF PANEL FRAMING ELEVATIONS AND SECTION S6.01 TYPICAL FOUNDATION AND SOG DETAILS S6.02 TYPICAL FOUNDATION AND SOG DETAILS S6.03 TYPICAL FOUNDATION AND SOG DETAILS S6.04 TYPICAL FOUNDATION AND SOG DETAILS S6.05 TYPICAL FOUNDATION AND SOG DETAILS S6.11 TYPICAL STRUCTURAL STEEL DETAILS S6.12 TYPICAL STRUCTURAL STEEL DETAILS S6.13 TYPICAL METAL DECKING DETAILS S6.14 TYPICAL DECK SUPPORTING DETAILS S6.61 TYP. CMU WALL ELEVATION AND DETAILS S6.62 TYP. CMU WALL ELEVATION AND DETAILS S6.63 TYP CMU WALL DETAILS S6.81 TYP WOOD FRAMING DETAILS S6.82 WOOD FRAMING DETAILS S6.94 TYP EQUIP ANCHORAGE to WOOD S6.71 TYPICAL LIGHT GAUGE FRAMING SCHEDULES and ELEVATIONS S6.72 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS S6.73 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS 2 S6.74 TYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS S6.91 EQUIPMENT ANCHORAGE DETAILS S6.92 EQUIPMENT ANCHORAGE DETAILS S6.93 TYP EQUIP ANCHORAGE to WOOD MECHANICAL M0.10 MECHANICAL LEGENDS AND GENERAL NOTES M0.11 MECHANICAL LEGENDS AND GENERAL NOTES M0.20 MECHANICAL SCHEDULES M0.30 MECHANICAL TITLE-24 FORMS M0.31 MECHANICAL TITLE-24 FORMS M0.32 MECHANICAL TITLE-24 FORMS M0.33 MECHANICAL TITLE-24 FORMS M1.01 MECHANICAL DEMO FLOOR PLAN - BLDG A & B M1.09 MECHANICAL DEMO ROOF PLAN - BLDG A & B M2.01 MECHANICAL FLOOR PLAN - BLDG A & B M2.09 MECHANICAL ROOF PLAN - BLDG A & B M3.01 MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG A & B M3.09 MECHANICAL PIPING & CONTROLS ROOF PLAN - BLDG A & B M6.01 MECHANICAL CONTROL SEQUENCES AND DIAGRAMS M7.10 MECHANICAL DETAILS AND DIAGRAMS M7.11 MECHANICAL DETAILS AND DIAGRAMS M7.12 MECHANICAL DETAILS AND DIAGRAMS PLUMBING P0.10 PLUMBING LEGENDS AND GENERAL NOTES P0.20 PLUMBING FIXTURE AND EQUIPMENT SCHEDULES P0.21 PLUMBING FIXTURE SCHEDULE & CALCULATIONS P0.22 PLUMBING T24 BUILDING A P0.23 PLUMBING T24 BUILDING B P1.01 PLUMBING DEMO FLOOR PLAN - BLDG A & B P1.09 PLUMBING DEMO ROOF PLAN - BLDG A & B P2.01 PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B P3.01 PLUMBING WATER & GAS FLOOR PLAN - BLDG A & B P3.09 PLUMBING ROOF PLAN - BLDG A & B P4.01 PLUMBING ENLARGED PLANS - BLDG A P4.02 PLUMBING ENLARGED PLANS - BLDG B P6.10 PLUMBING DETAILS P6.20 PLUMBING DETAILS ELECTRICAL E0.10 ELECTRICAL LEAD SHEET E0.11 ELECTRICAL LEAD SHEET E0.20 LIGHTING FIXTURE NOTES AND LCP SCHEDULES E0.21 LIGHTING FIXTURE SCHEDULE E1.10 ELECTRICAL SITE PLAN E1.11 LIGHTING SITE PLAN E2.01 ELECTRICAL DEMOLITION FLOOR PLAN - BLDG A & B E2.02 ELECTRICAL FIRST FLOOR PLAN - BLDG A & B E2.03 MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B E2.04 MECHANICAL/POWER ROOF PLAN - BLDG A & B E3.01 LIGHTING PLANS E4.01 ENLARGED ELECTRICAL PLANS E5.01 SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE E5.02 PV SYSTEM SINGLE LINE DIAGRAM E5.03 PANEL SCHEDULES E5.04 PANEL SCHEDULES E5.05 PANEL SCHEDULES E6.01 LIGHTING CONTROL DIAGRAM AND DETAILS E6.02 LIGHTING CONTROL DIAGRAM AND DETAILS E6.03 LIGHTING CONTROL DIAGRAMS AND DETAILS E7.01 ELECTRICAL DETAILS E7.02 ELECTRICAL DETAILS E7.03 ELECTRICAL DETAILS E7.04 PV DETAILS E7.05 LIGHTING DETAILS E8.01 ENERGY COMPLIANCE FORMS E8.02 ENERGY COMPLIANCE FORMS AUDIO VISUAL AV0.01 AUDIO VISUAL SYMBOLS AND LEGENDS AV0.03 AUDIO VISUAL SITE PLAN AV1.02 AUDIO VISUAL OVERALL FLOOR PLAN 2 203 SHEET INDEX SHEET NAMESH E E T L A B E L IS S U E D A T E G0.00 COVER SHEET GENERAL G0.10 SHEET INDEX G0.20 GENERAL PROJECT INFORMATION G0.32 G0.40 TYPICAL ACCESSIBILITY NOTES AND DETAILS G2.10 G2.11 CODE ANALYSIS A1.01 DEMO FLOOR PLAN & RCP BLDG A ARCHITECTURE 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 A2.01 FIRST FLOOR PLAN - BLDG A & B 08/09/2024 A2.09 MECHANICAL M0.10 MECHANICAL LEGENDS AND GENERAL NOTES08/09/2024 E0.10 ELECTRICAL LEAD SHEET ELECTRICAL 08/09/2024 E1.10 ELECTRICAL SITE PLAN08/09/2024 E1.1108/09/2024 E2.01 LIGHTING SITE PLAN 08/09/2024 E2.02 ELECTRICAL DEMO FLOOR PLAN - BLDG A & B 08/09/2024 E2.03 MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B08/09/2024 E3.01 LIGHTING PLANS08/09/2024 08/09/2024 A2.11 08/09/2024 A3.01 EXTERIOR ELEVATIONS - BLDG A 08/09/2024 A3.02 08/09/2024 A3.12 08/09/2024 A3.20 WALL SECTIONS 08/09/2024 08/09/2024 08/09/2024 ENLARGED RESTROOM PLANS AND ELEVATIONS M0.20 MECHANICAL SCHEDULES08/09/2024 M0.30 MECHANICAL TITLE-24 FORMS08/09/2024 M0.3108/09/2024 M2.01 MECHANICAL FLOOR PLAN - BLDG A & B08/09/2024 M3.01 MECHANICAL PIPING/CONTROLS FLOOR PLAN - A & B08/09/2024 M7.1008/09/2024 M7.1108/09/2024 MECHANICAL TITLE-24 FORMS MECHANICAL DETAILS AND DIAGRAMS PLUMBING SHEET NAMEIS S U E D A T E P0.10 PLUMBING LEGENDS AND GENERAL NOTES08/09/2024 P0.21 PLUMBING FIXTURES AND EQUIPMENT SCHEDULES 08/09/2024 P2.01 PLUMBING ENLARGED PLANS - BLDG A 08/09/2024 P4.01 PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B 08/09/2024 P6.20 PLUMBING WATER AND GAS FLOOR PLAN - BLDG A & B 08/09/2024 AV0.01 AUDIO VISUAL 08/09/2024 E0.11 ELECTRICAL LEAD SHEET08/09/2024 E0.20 LIGHTING FIXTURE NOTES AND LCP SCHEDULES08/09/2024 E0.21 LIGHTING FIXTURE SCHEDULE08/09/2024 E4.01 ENLARGED ELECTRICAL PLANS08/09/2024 E5.01 SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE08/09/2024 E5.03 PANEL SCHEDULES08/09/2024 E5.0408/09/2024 E6.01 LIGHTING CONTROL DIAGRAMS AND DETAILS08/09/2024 E7.01 ELECTRICAL DETAILS08/09/2024 E7.02 ELECTRICAL DETAILS08/09/2024 E7.0308/09/2024 TECHNOLOGY T0.01 TECHNOLOGY SYMBOLS & LEGENDS08/09/2024 T2.01 TECHNOLOGY FLOOR PLANS - BLDG A & B 08/09/2024 T1.01 TECHNOLOGY DEMO FLOOR PLANS - BLDG A & B 08/09/2024 08/09/2024 T5.01 TECHNOLOGY DETAILS 08/09/2024 08/09/2024 AUDIO VISUAL SYMBOLS AND LEGENDS AV0.0308/09/2024 AUDIO VISUAL SITE PLAN AV1.0208/09/2024 AUDIO VISUAL OVERALL FLOOR PLAN AV4.0108/09/2024 AUDIO VISUAL ONE LINE DIAGRAM AV5.0208/09/2024 AUDIO VISUAL DETAILS SWIMMING POOL 08/09/2024 SWIMMING POOL LAYOUT PLAN 08/09/2024 SWIMMING POOL PIPING PLAN 08/09/2024 SWIMMING POOL UNDERWATER LIGHT/TIMING PLAN 08/09/2024 SWIMMING POOL SECTIONS 08/09/2024 DETAILS 08/09/2024 DETAILS 08/09/2024 DETAILS 08/09/2024 DETAILS 08/09/2024 DETAILS 08/09/2024 DETAILS 08/09/2024 DETAILS 08/09/2024 MECHANICAL ROOM LAYOUT PLAN 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 DETAILS DETAILS DETAILS DETAILS DETAILS EGRESS PLAN A4.01 EXTERIOR PLANS & INTERIOR ELEVATIONS 08/09/2024 P6.10 PLUMBING DETAILS 08/09/2024 08/09/2024 A2.21 08/09/2024 A2.31 08/09/2024 A3.11 BUILDING SECTIONS - BLDG A 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 A4.04 MECHANICAL CONTROL SEQUENCES AND DIAGRAMS MECHANICAL DETAILS AND DIAGRAMS 08/09/2024 M6.0108/09/2024 PLUMBING ROOF PLAN 08/09/2024 E8.0108/09/2024 E8.02 ENERGY COMPLIANCE FORMS08/09/2024 ENERGY COMPLIANCE FORMS 08/09/2024 MECHANICAL ROOM SECTIONS G0.41 CALGREEN 08/09/2024 G0.4208/09/2024 08/09/2024 T0.02 TECHNOLOGY SITE PLAN08/09/2024 T1.00 TECHNOLOGY OVERALL FLOOR PLAN08/09/2024 AV3.0108/09/2024 AUDIO VISUAL ELEVATIONS P0.2008/09/2024 GRAND TOTAL SHEETS: 245 08/09/2024 CALGREEN CALGREEN A0.21 SITE PLAN08/09/2024 A1.02 DEMO FLOOR PLAN BLDG B08/09/2024 A1.03 DEMO ELEVATIONS BLDG A08/09/2024 ROOF PLAN BLDG A & B FIRST FLOOR EDGE OF SLAB PLAN - BLDG A & B FIRST FLOOR FINISHES PLAN - BLDG A & B FIRST FLOOR REFLECTED CEILING PLAN - BLDG A & B EXTERIOR ELEVATIONS - BLDG B BUILDING SECTIONS - BLDG B A3.21 WALL SECTIONS A3.22 WALL SECTIONS A3.23 WALL SECTIONS A3.24 WALL SECTIONS A3.26 WALL SECTIONS A3.27 WALL SECTIONS A4.02 EXTERIOR PLANS & INTERIOR ELEVATIONS A4.03 ENLARGED RESTROOM PLANS AND ELEVATIONS A4.05 ENLARGED RESTROOM PLANS AND ELEVATIONS A4.06 ENLARGED RESTROOM PLANS AND ELEVATIONS A4.07 ENLARGED RESTROOM PLANS AND ELEVATIONS08/09/2024 A6.11 DOOR SCHEDULES08/09/2024 A6.31 FINISH & EQUIPMENT SCHEDULES08/09/2024 TRASH ENCLOSURE EXTERIOR DETAILSA8.1208/09/2024 EXTERIOR DETAILSA8.1308/09/2024 OPENING DETAILSA8.1408/09/2024 OPENING DETAILSA8.1508/09/2024 ROOF DETAILSA8.2108/09/2024 ROOF DETAILSA8.2208/09/2024 PARTITION TYPESA9.0108/09/2024 A9.1108/09/2024 INTERIOR TYPES A9.1208/09/2024 INTERIOR TYPES SHEET INDEX SHEET NAMESH E E T L A B E L IS S U E D A T E A9.41 RESTROOM DETAILS 08/09/2024 08/09/2024 08/09/2024 A10.0108/09/2024 A10.4108/09/2024 SIGNAGE PLAN & SCHEDULE - BLDG A & B SIGNAGE DETAILS A9.32 CASEWORK DETAILS A9.42 RESTROOM DETAILS S0.01 GENERAL NOTES STRUCTURAL 08/09/2024 S1.11 SITE DETAILS 08/09/2024 S2.01A FOUNDATION PLAN - BLDG A 08/09/2024 08/09/2024 S3.01 08/09/2024 ELEVATIONS - BLDG B08/09/2024 S6.01 TYPICAL FOUNDATION AND SOG DETAILS S6.02 TYPICAL FOUNDATION AND SOG DETAILS S6.11 08/09/2024 TYPICAL STRUCTURAL STEEL DETAILS S6.13 08/09/2024 TYPICAL METAL DECKING DETAILS 08/09/2024 S6.61 TYPICAL CMU WALL ELEVATION AND DETAILS S6.63 TYPICAL CMU WALL DETAILS S6.94 08/09/2024 08/09/2024 S6.93 08/09/2024 TYPICAL EQUIP. ANCHORAGE TO WOOD 08/09/2024 S6.91 TYPICAL EQUIPMENT ANCHORAGE DETAILS S6.92 08/09/2024 EQUIPMENT ANCHORAGE DETAILS S0.02 GENERAL NOTES S0.03 GENERAL NOTES S1.12 SITE DETAILS08/09/2024 S1.21 SITE PLAN08/09/2024 S2.01B FOUNDATION PLAN - BLDG B08/09/2024 S2.09A ROOF FRAMING PLAN - BLDG A08/09/2024 S2.09B08/09/2024 ROOF FRAMING PLAN - BLDG B S3.02 ELEVATIONS - BLDG B08/09/2024 S3.21 PERF PANEL FRAMING ELEVATIONS AND SECTION08/09/2024 S6.03 TYPICAL FOUNDATION AND SOG DETAILS08/09/2024 S6.04 TYPICAL FOUNDATION AND SOG DETAILS08/09/2024 S6.05 TYPICAL FOUNDATION AND SOG DETAILS08/09/2024 S6.12 TYPICAL STRUCTURAL STEEL DETAILS08/09/2024 S6.62 TYPICAL CMU WALL ELEVATION AND DETAILS08/09/2024 S6.81 TYPICAL WOOD FRAMING DETAILS08/09/2024 S6.82 WOOD FRAMING DETAILS08/09/2024 TYPICAL EQUIP. ANCHORAGE TO WOOD 08/09/2024 08/09/2024 08/09/2024 M0.11 MECHANICAL LEGENDS AND GENERAL NOTES08/09/2024 M0.3208/09/2024 MECHANICAL TITLE-24 FORMS M1.0108/09/2024 MECHANICAL DEMO FLOOR PLAN - BLDG A & B M1.0908/09/2024 MECHANICAL DEMO ROOF PLAN - BLDG A & B M2.09 MECHANICAL ROOF PLAN - BLDG A & B08/09/2024 M3.09 MECHANICAL PIPING/CONTROLS ROOF PLAN - A & B M7.1208/09/2024 MECHANICAL DETAILS AND DIAGRAMS PLUMBING CALCULATIONS P0.3008/09/2024 PLUMBING DEMO SITE PLAN P0.4008/09/2024 PLUMBING SITE PLANP0.4008/09/2024 PLUMBING SITE PLAN P0.4108/09/2024 PLUMBING SITE GAS PLAN P1.0108/09/2024 PLUMBING DEMO FLOOR PLAN - BLDG A & B P1.0908/09/2024 PLUMBING DEMO ROOF PLAN - BLDG A & B P3.0108/09/2024 P3.0908/09/2024 PLUMBING ENLARGED PLANS - BLDG BP4.02 PLUMBING DETAILS ELECTRICAL FIRST FLOOR PLAN - BLDG A & B E2.04 MECHANICAL/POWER ROOF FLOOR PLAN - BLDG A & B08/09/2024 E5.02 PV SYSTEM SINGLE LINE DIAGRAM08/09/2024 E5.0508/09/2024 PANEL SCHEDULES PANEL SCHEDULES E6.02 LIGHTING CONTROL DIAGRAMS AND DETAILS08/09/2024 E6.03 LIGHTING CONTROL DIAGRAMS AND DETAILS08/09/2024 ELECTRICAL DETAILS PV DETAILSE7.0408/09/2024 LIGHTING DETAILSE7.0508/09/2024 SWIMMING POOL CONT. E9.11 EM EGRESS PHOTOMETRICS SITE08/09/2024 08/09/2024 SP-0 SWIMMING POOL AREA PLAN SP-1 SP-2 SP-3 SP-4 SP-5 SWIMMING POOL WATER POLO LAYOUT SP-6 SP-7 DETAILS DETAILS08/09/2024 SP-8 SP-9 SP-10 SP-11 SP-12 SP-13 SP-14 SP-15 SP-16 SP-17 SP-18 SP-19 SP-20 MECHANICAL ROOM MR-1 08/09/2024 MR-2 MR-308/09/2024 DETAILSMR-408/09/2024 DETAILSMR-508/09/2024 DETAILSMR-608/09/2024 DETAILSMR-808/09/2024 DETAILSMR-908/09/2024 DETAILSMR-1008/09/2024 DETAILSMR-1108/09/2024 NOTES, FOUNDATION DETAILSMT108/09/2024 DETAILS DETAILS SPORTS LIGHTING DETAILSMR-708/09/2024 POLE DETAILSMS108/09/2024 ATTACHMENT DETAILSMD108/09/2024 ATTACHMENT DETAILSMD208/09/2024 ATTACHMENT DETAILSMD308/09/2024 SH E E T N U M B E R 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 47 46 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 71 70 72 73 74 75 76 77 78 79 81 82 83 84 86 85 87 88 89 90 91 93 94 A6.21 OPENING TYPES08/09/2024 80 A9.21 CEILING DETAILS A9.31 CASEWORK DETAILS08/09/2024 08/09/2024 SH E E T N U M B E R 95 96 97 98 99 100 101 102 103 104 S1.13 SITE DETAILS08/09/2024 S6.14 TYPICAL DECK SUPPORTING DETAILS08/09/2024 S6.7408/09/2024 S6.7308/09/2024 S6.72 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS08/09/2024 S6.7108/09/2024 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 TYP. LIGHT GAUGE FRAMING SCH. AND ELEVATIONS TYPICAL LIGHT GAUGE METAL FRAMING DETAILS TYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS 142 143 144 145 146 147 148 149 150 151 153 M0.3308/09/2024 MECHANICAL TITLE-24 FORMS 152 154 155 156 157 158 159 160 161 162 163 164 165 166 167 170 171 P0.2208/09/2024 PLUMBING T24 BUILDING A P0.2308/09/2024 PLUMBING T24 BUILDING B 168 169 172 173 174 175 176 177 178 179 180 181 182 183 185 186 187 188 189 190 191 192 193 194 SH E E T L A B E L SH E E T N U M B E R 195 196 197 E9.12 EM EGRESS PHOTOMETRICS BLD. A & B08/09/2024 198 199 201 202 200 SHEET INDEX * A0.3108/09/2024 C3 EXISTING CONDITIONS CIVIL C4 DEMOLITION PLAN C5 C6 C7 GRADING PLAN C8 C9 STORM DRAIN PLAN C10 C11 C12 UTILITY PLAN L0.01 LANDSCAPE NOTES AND SCHEDULES LANDSCAPE L0.02 L1.01 MATERIALS PLAN L4.01 SECTIONS AND ELEVATIONS L5.01 LANDSCAPE DETAILS L7.01 PLANTING PLAN L7.02 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 C2 CIVIL NOTES08/09/2024 HORIZONTAL CONTROL AND PAVING PLAN SINGLE SHEET BMP PLAN L4.02 SECTIONS AND ELEVATIONS 08/09/2024 L4.03 SECTIONS AND ELEVATIONS 08/09/2024 L5.02 08/09/2024 L5.03 08/09/2024 L5.04 08/09/2024 L5.05 08/09/2024 L6.02 08/09/2024 L6.01 IRRIGATION PLAN 08/09/2024 L6.03 08/09/2024 IRRIGATION LEGEND AND NOTES L6.04 08/09/2024 IRRIGATION DETAILS L6.05 IRRIGATION DETAILS DETAILS 08/09/2024 DETAILS 08/09/2024 08/09/2024 L2.01 LAYOUT PLAN 08/09/2024 08/09/2024 L3.01 ENLARGEMENT PLAN 08/09/2024 08/09/2024 08/09/2024 08/09/2024 08/09/2024 * * * * * * * * * * * L4.04 SECTIONS AND ELEVATIONS C1 TITLE SHEET08/09/2024* GRADING ENLARGEMENTS 08/09/2024 LANDSCAPE NOTES AND SCHEDULES L5.06 L5.07 L5.08 L5.09 L5.10 L5.11 L5.12 LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS IRRIGATION DETAILS PLANTING DETAILS L6.06 IRRIGATION CALCULATIONS ** ** ** ** ** ** ** ** ** ** * * ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** 105 01 02 03 04 05 06 07 08 09 10 11 12 13 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TOTAL SHEETS: 203 * PER SEPARATE GRADING PERMIT ** PER SEPARATE LANDSCAPE PERMIT 92 G0.3108/09/2024 TYPICAL ACCESSIBILITY NOTES AND DETAILS 184 203 08/09/2024 THESE PLANS AND SPECIFCATIONS DO NOT PROVIDE ANY DIRECTION OR INSTRUCTIONS TO CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS OR THEIR EMPLOYEES OR AGENTS RELATED TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS, MANNERS OR METHODS OF EGRESS OR INGRESS, INCLUDING BUT NOT LIMITED TO JOB SITE SAFETY, THE PHYSICAL CONDITION OF THE JOB SITE, THE MANNER OR METHOD IN WHICH THE AREA WHERE WORK IS PERFORMED IS ACCESSED BY WORKERS, AND SAFETY PROGRAMS OR SAFETY PROTOCOLS OF ANY KIND IN CONNECTION WITH THE WORK. ALL OF THE FOREGOING ARE SOLELY AND EXCLUSIVELY THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIERS, OR ANY AGENTS OR EMPLOYEES THEREOF. THE ARCHITECT EXPRESSLY DISCLAIMS ANY CONTROL OVER AND RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS, MANNERS OR METHODS OF EGRESS OR INGRESS, INCLUDING BUT NOT LIMITED TO JOB SITE SAFETY, THE PHYSICAL CONDITION OF THE JOB SITE, THE MANNER OR METHOD IN WHICH THE AREA WHERE WORK IS PERFORMED IS ACCESSED BY WORKERS, AND SAFETY PROGRAMS OR SAFETY PROTOCOLS OF ANY KIND IN CONNECTION WITH THE WORK. THE ARCHITECT HAS NOT CONDUCTED AN EVALUATION OR ANALYSIS OF SAFETY PROCEDURES OR APPLICABLE LAW REGARDING OR RELATING TO ACCESSING THE JOB SITE OR AREAS OF THE WORK DURING THE COURSE OF CONSTRUCTION. THE ARCHITECT, THE ARCHITECT’S DESIGNS, AND ANY OTHER WORK PERFORMED BY THE ARCHITECT DO NOT ADDRESS, ANALYZE OR PROVIDE ANY DIRECTION OR ADVICE TO ANY PERSON OR ENTITY ON WHETHER OR NOT THE USE OF EXISTING LADDERS, DOORS, RAILINGS, INGRESS AND INGRESS ROUTES OR THE LIKE ARE IN COMPLIANCE OR NON-COMPLIANCE WITH OSHA, CAL-OSHA(CALIFORNIA ONLY), OR ANY OTHER APPLICABLE STATUTE, REGULATION, OR STANDARD RELATED TO JOB SITE SAFETY DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS. NOTICE TO PERSONS PERFORMING WORK ON JOB SITE, INCLUDING CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS AND ANY AGENTS OR EMPLOYEES THEREOF RESPONSIBILTY FOR JOB SITE SAFETY 1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS & THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS WHICH MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED NECESSARY FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH MONUMENTS WERE DISTURBED, THE APPLICANT SHALL HAVE A LICENSED LAND SURVEYOR QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH MONUMENTATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE PROJECT & SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL ENGINEER AFTER REPLACEMENT. AFTER APPROVAL BY THE CIVIL ENGINEER, THE APPLICANT SHALL FILE THE CORNER RECORDS WITH THE COUNTY SURVEYOR. PRIOR TO THE EXONERATION OF ANY SECURITY, EVIDENCE OF SUCH FILING SHALL BE FURNISHED TO THE CIVIL ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES SHALL BE STEERED AWAY FROM RESIDENTIAL AREAS. 5. THE CONTRACTOR SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC ROADS TO & FROM THE SITE SHALL BE COVERED OR WILL MAINTAIN A 6" DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE TOP OF THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL WATER THE LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT. 6. THE CONTRACTOR SHALL ENSURE THAT GRADED SURFACES USED FOR OFF ROAD PARKING, MATERIALS LAY-DOWN, OR AWAITING FUTURE CONSTRUCTION SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED. FREQUENTLY ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS-OF-WAY. 7. THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR DETOURS WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE TRAFFIC CONTROL DEVICES SHALL BE USED AS NEEDED TO MINIMIZE CONSTRUCTION ACTIVITY INTERFERENCE WITH OFF-SITE-TRAFFIC. 8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS & EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 9. SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE MORE COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. 10. THE CONTRACTOR SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS PERMITTED BY OWNER. 11. THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATION. 12. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 13. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF HIS WORK THAT MAY BE REQ TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 14. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL ENGINEER. WHEN REQ, A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE & WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS & SPECIFICATIONS. 15. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM & RETURN THEM TO THE CONTRACTOR (WITH A NOTIFICATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED & THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING) FOR PLAN CHECK APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. 16. PROVIDE ALL ACCESS PANELS AS REQ BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH ARCHITECT PRIOR TO INSTALLATION. 17. NO PORTION OF WORK REQ A SHOP DWG OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH CORRECTED SHOP DWGS. AND SAMPLES. 18. DIMENSIONS: A. ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE. B. ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO C. CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL UNO 19. DO NOT SCALE DRAWINGS 20. PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQ. 21. WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNO. 22. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF TRAVEL. 23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE APPLICABLE CODES. 24. WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE APPLICABLE CODES. 25. SURVEYORS CERTIFICATE REQ PRIOR TO FINAL COMPLETION. 26. THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. 27. A CLASS 1 PROJECT INSPECTOR EMPLOYED BY THE CITY (OWNER) SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, CALIFORNIA BUILDING STANDARDS ADMINISTRAIVE CODE (PART 1, TITLE 24, CCR) 28. A TESTING LABORATORY DIRECTLY EMPLOYED BY THE CITY (OWNER) SHALL CONDUCT ALL THE REQ TESTS AND INSPECTIONS FOR THE PROJECT. 29. CHANGE TO THE APPROVED DWGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENT (CCD) APPROVED BY THE CITY, AS REQ BY SECTION 4-338, PART 1, TITLE 24, CCR. 30. THE INTENT OF THESE DWGS AND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXG CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CONSTRUCTION CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQ WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK. (SECTION 4-317(c), PART 1, TITLE 24, CCR) 1. PLANS FOR THE FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO INSTALLATION. SUBMIT PLANS IN A MANNER WHICH WILL NOT IMPEDE THE PROGRESS OF CONSTRUCTION. 2. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE APPLICABLE STANDARDS AND CODES. 3. FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE APPLICABLE CODES. 4. AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN APPROVED CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE PROVIDED W/ A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL. 5. FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE APPLICABLE CODES. 6. FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR. 7. A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI) SHALL BE WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING PIPING JOINTS. 8. A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE APPLICABLE CODES. 9. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 10. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN. 11. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W/I 100' FROM A PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES. 12. FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL (OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF 13. AN ALL-WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQ BY THE AHJ. 14. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE LIQUIDS, FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES. 15. EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT SIGNS SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS. 16. EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRONICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR, FOR A DURATION OF 90 MINUTES PER THE APPLICABLE CODES. 17. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 18. ACCESS GATE(S) SHALL BE OPENABLE W/ FIRE DEPT MASTER KEY FROM THE EXTERIOR. 19. CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE LANE NO PARKING" W/ 3" WHITE LETTERS ON THE TOP OF CURBING EVERY 30' AS INDICATED ON THE APPROVED DRAWINGS. 20. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW & EXG BLDGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE CODES. 21. PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS UNDER CONSTRUCTION PER THE APPLICABLE CODES. 22. PROVIDE FIRE EXTINGUISHERS PER THE REQ THE APPLICABLE STANDARDS AND CODES. 23. CONTRACTOR OPERATIONS SHALL NOT BLOCK, HINDER, IMPEDE OR OTHERWISE INHIBIT THE USE OF REQUIRED EXITS AT ANY TIME. CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED ACCESS TO FIRE EXTINGUISHERS, FIRE HYDRANTS, TEMPORARY FIRE PROTECTION FACILITIES, STAIRWAYS AND OTHER ACCESS ROUTES FOR FIRE-FIGHTING EQUIPMENT AND OR PERSONNEL. 11B-201.4 CONSTRUCTION SUPPORT FACILITIES. These requirements shall apply to temporary or permanent construction support facilities for uses and activities not directly associated with the actual processes of construction, including but not limited to offices, meeting rooms, plan rooms, other administrative or support functions. When provided, toilet and bathing facilities serving construction support facilities shall comply with 11B-213. When toilet and bathing facilities serving construction support facilities are provided by portable units, at least one of each type shall be accessible and connected to the construction support facilities it serves by an accessible route. EXCEPTION: During construction an accessible route shall not be required between site arrival points or the boundary of the area of construction and the entrance to the construction support facilities if the only means of access between them is a vehicular way not providing pedestrian access. ACCESSIBLE CONSTRUCTION SUPPORT FACILITIES TEL: 422.339.2941 DIRECTOR OF FACILITY NAME: CITY OF CARLSBAD CLIENT INFORMATION CITY,STATE, ZIP: CARLSBAD, CA 92008 ADDRESS: 1200 CARLSBAD VILLAGE DRIVE CONTACT: KYLE LANCASTER E-MAIL: kyle.lancaster@carlsbadca.gov TEL: 619/795-2555 NAME: LPA, INC. ARCHITECT CONTACT: MICHAEL DAVIS E-MAIL: mdavis@lpadesignstudios.com TEL: 916.287.2336 NAME: LPA, INC. LANDSCAPE ARCHITECT CONTACT: RITA FRINK E-MAIL: rfrink@lpadesignstudios.com TEL: 949.769.6265 NAME: LPA, INC. CIVIL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: ROBERT RICHARDSON E-MAIL: rrichardson@lpadesignstudios.com TEL: 619.280.4321 NAME: ATLAS TECHNICAL CONSULTANTS LLC GEOTECHNICAL ENGINEER CITY,STATE, ZIP: SAN DIEGO, CA 92120 ADDRESS: 6280 RIVERDALE STREET CONTACT: ERICK ALDRICH E-MAIL: erick.aldrich@oneatlas.com TEL: 619/795-2555 NAME: LPA, INC. STRUCTURAL ENGINEER CITY,STATE, ZIP: SAN DIEGO, CA 92106 ADDRESS: 2765 TRUXTUN RD CONTACT: HARSHDA PRASAD E-MAIL: hprasad@lpadesignstudios.com TEL: 949.701.4228 NAME: LPA, INC. MECHANICAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: ERICK PULIDO E-MAIL: epulido@lpadesignstudios.com TEL: 949.701.4272 NAME: LPA, INC. ELECTRICAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: OSCAR CHAVEZ E-MAIL: ochavez@lpadesignstudios.com TEL: 949.701.4172 NAME: LPA, INC. PLUMBING ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: ERIK RING E-MAIL: ering@lpadesignstudios.com TEL: 760-444-8304 NAME: AQUATIC DESIGN GROUP POOL CITY,STATE, ZIP: CARLSBAD, CA 92008 ADDRESS: 2226 FARADAY AVE, SUITE 1 CONTACT: JUSTIN CARON E-MAIL: jcaron@aquaticdesigngroup.com CITY,STATE, ZIP: SAN DIEGO, CA 92106 ADDRESS: 2765 TRUXTUN RD CITY,STATE, ZIP: SAN DIEGO, CA 92106 ADDRESS: 2765 TRUXTUN RD TEL: 949-751-5819 NAME: TK1SC AUDIO VISUAL CITY,STATE, ZIP: IRVINE, CA 92618 ADDRESS: 15231 LAGUNA CANYON ROAD, SUITE 100 CONTACT: DAVID BROWN E-MAIL: david.l.brown@wsp.com TEL: 949-751-5819 NAME: TK1SC TECHNOLOGY CITY,STATE, ZIP: IRVINE, CA 92618 ADDRESS: 15231 LAGUNA CANYON ROAD, SUITE 100 CONTACT: RICHARD BRYSACZ E-MAIL: rick.brysacz@wsp.comN PROJECT NORTH SITE ADDRESS: 3401 Monroe St, Carlsbad, CA 92008 N TRUE NORTH 1. THE SCOPE OF THE PROJECT INCLUDES THE FOLLOWING: - DEMO OF EXISTING POOL, POOL DECK, POOL PUMP BUILDING AND INTERIOR OF EXISTING POOL FACILITIES BUILDING ( EXISTING RESTROOMS, CHANGING ROOMS, LOBBY, OFFICE ETC) - NEW POOL WITH ASSOCIATED INFRASTRUCTURE, POOL PUMP BUILDING, NEW INTERIOR WALLS AND FINISHES OF EXISTING BUILDING AND CIVIL WORK INCLUDING GRADING, DRAINAGE, PARKING LOT IMPROVEMENTS. - NEW DETACHED ADDITION TO EXISTING BUILDING - NEW PV SOLAR SYSTEM FOR BUILDING - NEW SOLAR THERMAL SYSTEM FOR POOL HEATING - HAZARDOUS MATERIAL ABATEMENT, REFERENCE SPECIFICATIONS LIST OF APPLICABLE CODES 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR 2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS APPLICABLE STANDARDS FOR A LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS, REFER TO CBC CHAPTER 35 AND CFC CHAPTER 80. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 GENERAL PROJECT INFORMATION G0.20 MD MONROE ST. POOL REPLACEMENT GENERAL PROJECT INFORMATION CONSTRUCTION NOTES FIRE AND LIFE SAFETY NOTES ACCESSIBILITY NOTES PROJECT DIRECTORY VICINITY MAP PROJECT SCOPE LIMIT OF WORK THE INTENT OF THE LIMIT OF WORK LINE IS TO DESCRIBE IN GENERAL THE AREAS AFFECTED BY PROJECT CONSTRUCTION. IT IS NOT INTENDED TO BE AN EXACT INDICATION OR EDGE OF THE CONSTRUCTION AREA. THE CONTRACTOR SHOULD VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND THEIR RELATIONSHIP TO THE WORK PROPOSED IN THE CONTRACT DOCUMENTS. ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK SHALL BE INCLUDED. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. DEFERRED APPROVALS ADDITIVE ALTERNATES APPLICABLE CODES 1. (N) STUCCO FINISH ON ALL EXTERIOR WALLS AT (E) "BUILDING A", PENDING SELECTIVE DEMO AND REVIEW OF EXISTING CONDITION OF CMU BLOCK BY CLIENT AND ARCHITECT. 1. FIRE ALARM 2. SHADE CANOPY ENGINEERING 3. MECHANICAL ROOF SCREEN ENGINEERS TO R E F L E C T I V E S U R F A C E LAVATORY GRAB BARMIRROR FEMININE NAPKIN VENDING MACHINE SEAT COVER DISPENSERURINAL HAND DRYER BABY CHANGING STATION 33 " M I N 36 " M A X 40 " M A X A B O V E L A V A T O R I E S 44 " M A X 40 " M A X 34 " M A X KN E E C L E A R A N C E 29 " M I N KN E E C L E A R A N C E 27 " M I N NOTE: ALL KNEE & TOE AREAS ARE TO BE CLEAR COUNTERTOP / TOP OF LAVATORY ALL EXPOSED PIPES TO BE INSULATED TO PROTECT AGAINST CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES 6" MAX KNEE CLEARANCE AT 9" 25" MAX 8"MIN KNEE CLEARANCE 9" M I N WASTE TOWEL 17 " M A X 13 1/2" MIN REFER TO: CBC 11B306.2, CBC 11B306.2.2, CBC 11B306.3, CBC 11B-603.3, CBC 11B603.5, CBC 11B-605.2, CBC 11B-606, & CBC 11B609.4 11" MIN 27 " M A X 25" MAX 17" MIN TOE CLEARANCE 1 / 4 " 1 / 4 " 1/ 2 " 1/ 4 " M A X 1 2 REFER TO: 11B-303.3 REFER TO: 11B-303.2 60" MIN 59" FLOOR MTD WC 56" MIN WALL MTD WC CLEARANCE 6" MIN PLAN NOTES: 1. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQ IN A COMPARTMENT > 66" WIDE 2. REFER TO: CBC 11B-604.8.1.4 & CBC 11B-604.8.1.1.3 ELEVATION CHILDREN (K-12)ELEVATION ADULT 12" MIN 6" MIN 9" MIN 6" MIN TOILET PARTITION TOILET PARTITION 17"-18" 42" MIN12" MAX 56" MIN 48" MIN CLR 60" MIN CLR 12" MIN 24" MIN 30" MIN CLR 48" MIN CLR REFER TO: CBC 11B-604.3.1, CBC 11B-604.5.1, & CBC 11B-606.2 18" MIN DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE REFER TO: CBC 11B-305.7.1 30 x 48 CLR ≤ 24" 30 x 48 CLR > 24" 36" MIN TOILET TISSUE DISPENSER 3" MAX PROJECTION WATER CLOSET (SIDE)WATER CLOSET (FRONT) CENTERLINE OF WATER CLOSET TO FACE OF FINISH FLUSH VALVE TO WIDE SIDE OF SPACE SANITARY NAPKIN DISPENSER 3" MAX PROJECTION 54" MIN 42" MIN 12" MAX 33" MIN 36" MAX MIN 1 9 " MIN 1-1/2" 24" MIN 7"-9" 36" MIN 12" MIN ACCESSIBLE WATER CLOSET 17" - 18" AT WHEELCHAIR 24" MIN TOP OF GRAB BAR 36" MAX REFER TO: CBC 11B-604.1/2/7 17" - 19" TOP OF SEAT X>27" 4"MAX X> 80" REFER TO: 11B-307.2 GENERAL NOTES 1. ALL DIMENSIONS SHOWN ON THIS SHEET ARE TO FACE OF FINISH, U.N.O. 2. ALL DIMENSIONS AND CLEARANCES SHOWN ON THIS SHEET ARE APPLICABLE THROUGHOUT THE DOCUMENTS WHEREVER THE DESCRIBED CONDITIONS OCCUR AND MAY OR MAY NOT BE SPECIFICALLY REFERENCED. 3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL REQUIRED CLEARANCES. 4. CONSTRACTOR SHALL BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 5. FLOOR SLOPE AT ALL WHEELCHAIR SPACES TO BE 1:48 MAX. IN ANY DIRECTION. 6. ACCESSIBLE SIGNAGE REQUIREMENTS SEE SHEET A10.10 3" MAX 3" MAX 15"-16" 1 1/2" MAX 2 1/2" MAX 1 1/2" MAX 22"-23" 14"-15" RECTANGULAR L-SHAPED CBC 11B-610.3, CBC 11B-610.3.1, CBC 11B-610.3.2 15"-16" 3 6 " 60" MIN 6" MAX 6" MAX BACK WALL SIDE WALL SIDE WALL BACK WALL 36" MIN FRONT WALL 48" MAX 19" MIN 27" MAX SIDE WALL 15" MAX OPPERABLE PARTS OF CONTROLS AND FAUCETS CBC 11B-608.2.3, CBC 11B-608.3.3 CBC 11B-608.5.3 48" MAX 6" MAX ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL ACCESSIBILITY NOTES AND DETAILS G0.31 MD MONROE ST. POOL REPLACEMENT TYPICAL ACCESSIBILITY NOTES AND DETAILS 1/2" = 1'-0" G0.31 01ACCESSIBLE MOUNTING HEIGHTS 6" = 1'-0" G0.31 12CHANGES IN LEVEL 3/8" = 1'-0" G0.31 02WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 1/2" = 1'-0" G0.31 09ACCESSIBLE FIXTURES AT SINGLE OCC. RESTROOM 3/8" = 1'-0" G0.31 06ACCESSIBLE URINAL PARTITIONS 1/2" = 1'-0" G0.31 10ACCESSIBLE MOUNTING HEIGHTS 3/8" = 1'-0" G0.31 08ACCESSIBLE PATH OF TRAVEL PROTRUDING OBJECT LIMITS 3/8" = 1'-0" G0.31 11SHOWER COMPARTMENT SEATS3/8" = 1'-0" G0.31 14ALTERNATE ROLL IN SHOWER 38 " M I N - 4 3 " M A X 36 " M A X 27 " M I N 14" 16" MIN 16"16" MIN 48" MIN (8 0 " M I N C L R ) SE E R C P DRINKING FOUNTAIN ELEVATION 18 " M I N 19 " M A X 18 " M I N 16" MIN 16"16" MIN 32" MIN AT SINGLE ACCESSIBLE DF REFER TO FLOOR PLAN PLAN NOTES: 1. DRINKING FOUNTAIN SHALL BE ACCESSIBLE. 2. DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL NOT BE LESS THAN 32" WIDE AND 18" DEEP. 3. DRINKING FOUNTAIN SHALL BE A MIN OF 18" AND A MAX OF 19" DEEP AND THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27" HIGH, 30" WIDE AND 8" DEEP, THE DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN. 4. THERE SHALL BE TOE CLEARANCE OF 9" ABOVE THE FLOOR, AND 17" DEEP FROM THE FRONT EDGE OF THE FOUNTAIN. 5. A CLEAR FLOOR SPACE AT LEAST 30" X 48" SHALL BE PROVIDED IN FRONT OF THE DRINKING FOUNTAIN TO ALLOW FORWARD APPROACH. 6. THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE. 7. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 5" OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. 5" M A X 15 " M I N 30" 48 " 8" M I N 19 " M A X . 1 8 " 16" 16" 16" PLAN - GUARDRAIL WHERE NOTED 5" M A X 15 " M I N 30" 48 " 12 " 6" 32" MIN AT SINGLE ACCESSIBLE DF REFER TO FLOOR PLAN GUARDRAIL, TYP BARRIER NEEDS TO PROJECT ST LEAST AS FAR AS THE DRINKING FOUNTAIN REFER TO: CBC 11B-306.3, CBC 11B-602, & CBC 11B-602.9 6" M A X 6" MAX 5" MAX 18"-19" 18" MIN 27 " M I N 36 " M A X 3 2 " M I N C L R 48" MIN 48" MIN 48" MIN (A) (B) (C) REFER TO: CBC 11B-404.2.6 NOTES: 1. ALIGN CENTER OF ALL WALL SWITCHES & WALL DEVICES @ CENTERLINES UNO 2. REFER TO: CBC 11B-308 J-BOX FOR CLOCK WALL SWITCHES, ELEC DEVICES & THERMOSTAT WHERE OCCURS; PROVIDE BRIDGING FRAME REQ ELEC OUTLET WHERE OCCURS 15 " A F F U N O 48 " A F F M A X 27 " M A X X < 8 0 " REFER TO: CBC 11B-307.4 GUARDRAIL OR OTHER BARRIER 60 " M I N SIDE OF EXT DOOR 18" MIN AT INT 24" MIN ON EXT X> 8 " (A) PULL SIDE (B) PUSH SIDE 48 " M I N X> 8 " (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 48 " M I N X> 8 " 12" MIN REFER TO: CBC 11B-404.2.4.3 15 " M I N 48 " M A X 48 " M A X UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH FORWARD REACH 20" MAX 44 " M A X >20"-25" MAX REFER TO: CBC 11B-308.2.1 & CBC 11B-308.2.2 15 " M I N 48 " M A X 34 " M A X 48 " M A X UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH SIDE REACH 46 " M A X 10" MAX 10" MAX >10"-24" MAX 34 " M A X REFER TO: CBC 11B-306.3.1 & CBC 11B-308.3.2 60 " M I N 18" MIN 48 " M I N 12" MIN 48 " M I N 36" MIN 60 " M I N 44 " M I N 22" MIN 48 " M I N 22" MIN 60 " M I N 24" MIN 44 " M I N 24" MIN 48 " M I N 24" MIN (A) FRONT APPROACH, PULL SIDE (C) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH (B) FRONT APPROACH, PUSH SIDE (D) HINGE APPROACH, PULL SIDE (G) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH (F) HINGE APPROACH, PUSH SIDE (H) LATCH APPROACH, PULL SIDE (J) LATCH APPROACH, PUSH SIDE (K) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER ADD 6 INCHES AT EXT SIDE OF EXT DOOR REFER TO: CBC 11B-404.2.4.1 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL ACCESSIBILITY NOTES AND DETAILS G0.32 MD MONROE ST. POOL REPLACEMENT TYPICAL ACCESSIBILITY NOTES AND DETAILS 1/2" = 1'-0" G0.32 17DRINKING FOUNTAIN ALCOVE 3/8" = 1'-0" G0.32 05DOOR CLEARANCES - DOORS IN SERIES 1/2" = 1'-0" G0.32 10TYPICAL DEVICE INSTALLATION 3/8" = 1'-0" G0.32 08VERTICAL CLEARANCE 3/8" = 1'-0" G0.32 03RECESSED DOOR CLEARANCES 3/8" = 1'-0" G0.32 02ACCESSIBLE FORWARD REACH REQUIREMENTS 3/8" = 1'-0" G0.32 04ACCESSIBLE SIDE REACH REQUIREMENTS3/8" = 1'-0" G0.32 11DOOR CLEARANCES 5 207203 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CALGREEN (CA) G0.40 MD MONROE ST. POOL REPLACEMENT CALGREEN (CA) X X X X X X X 6 2032 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CALGREEN (CA) G0.41 MD MONROE ST. POOL REPLACEMENT CALGREEN (CA) X X X X X X X X X X X X X X X X X X 7 203 08/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CALGREEN (CA) G0.42 MD MONROE ST. POOL REPLACEMENT CALGREEN (CA) X X X X X X X X X 8 203 08/09/2024 C OM P A C T C O M P AC T C O M PA C T C O M PA C T C O M P AC T C O M P A C T CO M P A CT C O M P A C T C O M P A C T C O M P A CT C O M PA C T C O M P A C T N S - 24062702.707295R EVIT C ON TR OL PO IN TEW - 74778501.994509Elev - 0'- 0" NO PARKING E V C H A R GIN G O N L Y NO PARKING E V C HA RGIN G O N L Y E V C H A R GIN G O N L Y E V C HA RGIN G O N L Y E V C H A R GING O N L Y E V C H A R GIN G O NLY RT MIN. 8 " F R O M B A C K O F PEDES T A L T O E O P 1M1M 10 13 18 16 16 12 12 13 11 11 11 11 14 20 20 11 21 21 21 22 21 22 22 22 22 22 2311 22 22 22 24 24 17 11 22 22 11 11 11 11 11 17 17 25 25 26 24 24 21 212121 22 22 22 27 27 27 11 15 28 19 19 27 27 10 28 27 17 206 208 2 0 3 208 207 207 206 2 0 8 2 0 7 210 2 0 5 205 2 0 0 200 200 200 205 6" 4" 5" 5" 12" 6" 12" 12" 4" 4" 4" 12" 12" 12" 6"x2 EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C C C 10 13 18 16 16 12 12 13 11 11 11 11 14 20 20 11 21 21 21 22 21 22 22 22 22 22 2311 22 22 22 24 24 17 11 22 22 11 11 11 11 11 17 17 25 25 26 24 24 21 212121 22 22 22 27 27 27 11 15 28 19 19 27 27 10 28 27 17 NO PARKING DECK: 11169 SF/15 OLF = 745 OCC POOL: 9227 SF / 50 OLD = 185 OCC BLEACHERS: (25' X 12)/18" = 200 OCC BLDG: 55 OCCUPANTS TOTAL = 1182 344 344 344 344 150 BLDG B BLDG A L=140' L=150' L=150' (E ) F I R E A C C E S S FR O M N P R I V A T E D R I V E A I S L E 150 REQUIRED PROVIDED 36" 30" REQUIRED PROVIDED 48" 30" REQUIRED PROVIDED 72" 69" REQUIRED PROVIDED 96" 69" REQUIRED PROVIDED 96" 69" 166'-0" 14 6 ' - 0 " 3 5 ' - 6 " 108'-0" EATD 13 2 ' - 0 " E A T D 19'-2" EATD 41 ' - 3 " E A T D 96'-8" EATD 42'-4" EATD 13 ' - 3 " 2 4 1'-2" VAN ACCESSIBLE CONTROL AREAS, PER MR-1, MR-4 NORTH POOL CANOPY WE S T P O O L CA N O P Y WE S T B L D G A N E W C A N O P Y SOUTH BLDG A NEW CANOPY 38 ' - 8 " 75'-8" 6 1'- 1 1 " 89'-8" 2 1 '- 8 " 2 6 '- 0 " 5 1'- 2 " 106'-11" 54 ' - 6 " 30 ' - 5 " 45'-11" EATD 10 9 ' - 2 " E A T D BUILDINGS "A" & "B" BUILDING CLASSIFICATION BUILDING USE: RESTROOMS, SHOWERS/ LOCKERS, ADMIN/ OFFICE POOL SUPPORT SPACES. POOL PUMP ROOM, FAMILY RESTROOMS SHOWERS/ CHANGING ROOMS OCCUPANCY: A-5, B ACCESSORY OCCUPANCIES (508.3.1): S-2 INCIDENTAL USES (508.2): NONE CONSTRUCTION TYPE: TYPE V - B FIRE PROTECTION: NON SPRINKLERED FLOOR AREA ALLOWABLE - CBC (CHAPTER 5) BASIC ALLOWABLE AREA AND HEIGHT (TABLE 503) AREA PER STORY: 9,000SF (At) NUMBER OF STORIES: 2 HEIGHT: 40 FT PROPOSED BUILDING HEIGHT/STORY BUILDING HEIGHT A: 17'-2" (EXISTING) BUILDING HEIGHT B: 17'-2" FRONTAGE INCREASE FACTOR lf (CBC 506.3.3) If: .38 (83% OF BUILDING PERIMETER HAS 20' TO LESS THAN 25' OPEN SPACE) AREA INCREASE MIXED USE PER STORY Aa = [At + (NS x lf ) (CBC 506.2.2) At: 9,000 NS: 9,000 If: .38 TOTAL ALLOWABLE AREA (CBC 506.2.2) Aa: 12,420SF PROPOSED BUILDINGS SQUARE FOOTAGE 2,968 SF - EXISTING BUILDING 'A' + 242 SF - PROPOSED BUILDING 'A' ADDITION + 800 SF - PROPOSED BUILDING 'A SOUTH STORAGE FABRIC CANOPY + 725 SF - PROPOSED BUILDING 'A' WEST CANOPY + 2,108 SF - PROPOSED BUILDING 'B' + 1,429 SF - PROPOSED NORTH POOL DECK FABRIC CANOPY + 1,254 SF - PROPOSED WEST POOL DECK FABRIC CANOPY + 187 SF - PROPOSED TRASH ENCLOSURE TOTAL 9,713 SF < 12,420SF (OK) FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (CBC 601) STRUCTURAL FRAME: 0 EXTERIOR BEARING WALLS: 0 INTERIOR BEARING WALLS: 0 EXTERIOR NONBEARING WALLS: 0 INTERIOR NONBEARING WALLS: 0 FLOOR CONSTRUCTION: 0 ROOF CONSTRUCTION: 0 TOTAL OCCUPANCY: 1,182 OCCUPANTS/ 2 = 591 MEN / 591 WOMEN TOTAL REQUIRED FIXTURES WATER CLOSET URINALS LAVATORIES SHOWERS MEN 4 4 4 6 WOMEN 5 4 6 DRINKING FOUNT. 3 PROPOSED POOL POOL CLASSIFICATION` OCCUPANCY TYPE: A-5 AREA: 8,812 SF POOL DECK AREAS: 12,450 SF REQUIRED PUBLIC FIXTURES PER SECTION 3116B.2 POOL: 15 SF / OCCUPANT TOTAL OCCUPANTS: 1,182 OCCUPANTS PARKING SPACES (11B-208) TOTAL STALLS: 54 REQUIRED TOTAL ACCESSIBLE STALLS: 03 REQUIRED VAN ACCESSIBLE STALLS: 01 ACCESSIBLE STALLS PROVIDED: 03 ACCESSIBLE VAN STALLS PROVIDED: 01 EV PARKING SPACES (11B-228.3.2.1) REQUIRED EV CAPABLE SPACES 10 REQUIRED EVCS 03 REQUIRED EV VAN STALLS 01 LEGEND ACCESSIBLE PATH OF TRAVEL HOSE PULL PROPERTY LINE EXIT ACCESS TRAVEL DISTANCEEATD ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CODE ANALYSIS G2.10 MD MONROE ST. POOL REPLACEMENT CODE ANALYSIS 1" = 20'-0" G2.10 08SITE EXITING PLAN CODE ANALYSIS LEGEND 2039 08/09/2024 1 A 2 BC 3 4 D 232 SF 16 OCC. MULTI PURPOSE ROOM 14 B 1:15 56 SF 1 OCC. ELEC. 14A S-2 1:300 25 SF 1 OCC. STORAGE 04A S-2 1:300 124 SF 4 OCC. MEN'S CHANGING/ LOCKERS 05 B 1:50 MEN'S SHOWER 06 MEN'S RESTROOM 04 CORRIDOR 02 221 SF 15 OCC. STAFF LOUNGE 03 B 1:15 230 SF 16 OCC. LOBBY 01 B 1:15 STAFF SHOWER 03B STAFF RR 03A 128 SF 1 OCC. ADMIN 07 B 1:150 99 SF 1 OCC. OFFICE 07A B 1:150 CORRIDOR 08 WOMEN'S SHOWER 11 126 SF 4 OCC. WOMEN'S CHANGING/ LOCKERS 10 B 1:50 WOMEN'S RESTROOM 09 23 SF 1 OCC. STORAGE 09A S-2 1:300 15 REQUIRED PROVIDED 72" 3" 14 14 17 1 5 1 3 1 21 5 1 REQUIRED PROVIDED 48" 3" REQUIRED PROVIDED 48" 3" REQUIRED PROVIDED 36" 3" REQUIRED PROVIDED 48" 3" REQUIRED PROVIDED 36" 3" REQUIRED PROVIDED 64" 3 1/2" 15 386 SF 2 OCC. EXTERIOR STORAGE 18 S-2 1:300 2 114 SF 3 OCC. FIRST AID 16 B 1:50 76 SF 1 OCC. EQUIPMENT STORAGE 17 S-2 1:300 18'-9" 5 6 7 F E 903 SF 3 OCC. POOL PUMP ROOM 22 S-2 1:300 175 SF 1 OCC. STORAGE 19 S-2 1:300 120 SF 1 OCC. ELECTRICAL 21 S-2 1:300 140 SF 3 OCC. CORRIDOR/ LOCKERS 20 A-3 1:50 FAMILY RESTROOM/ SHOWER 20C 1 1 REQUIRED PROVIDED 36" 3" REQUIRED PROVIDED 32" 3" REQUIRED PROVIDED 48" 3" REQUIRED PROVIDED 48" 3" 64 SF CHEMICAL ROOM 24 64 SF CHEMICAL ROOM 25 3 1 1 3 LEGEND METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION GLAZING SYSTEM PATH OF TRAVEL EXISTING WALLS 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO ARCHITECT. 2. EXTERIOR WALL DIMENSIONS ARE TO FACE OF STRUCTURAL SHEATHING, U.N.O. INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. VERIFY ANY DISCREPANCIES IN THE FIELD WITH THE ARCHITECT PRIOR TO BUILDING. 3. ALL GYPSUM BOARD EXPOSED TO VIEW SHALL HAVE LEVEL #4 FINISH, U.N.O. 4. FURRING AT COLUMNS, ROOF DRAINS, PIPES AND SIMILAR ELEMENTS TO BE HELD AS TIGHT TO OBSTRUCTION AS POSSIBLE, U.N.O. 5. AT ALL WET WALL LOCATIONS INCLUDING TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT EXPOSED AREAS AND CEMENTITIOUS BACKER BOARD BEHIND TILE. 6. PROVIDE THERMAL BATT INSULATION AT ALL EXTERIOR WALL AND ROOF ASSEMBLIES. R19 MIN. AT WALLS AND R40 MIN. AT ROOF. 7. LOCATE DOOR FRAME 6" MIN. FROM ADJACENT WALL FRAMING, TYP. DOOR FRAMES ARE TO BE LOCATED 6" FROM ADJACENT WALL FRAMING, U.N.O. 8. SLAB PLANS INDICATE WHICH WALLS REQUIRE CURBS. REFER TO WALL TYPES AND DETAILS FOR CURB WIDTHS. 9. WINDOW FRAME AND GLAZING TYPES PER EXTERIOR ELEVATIONS. 10. REFER TO INTERIOR ELEVATIONS FOR QUANTITY, LOCATION, AND DIMENSIONS OF WHITEBOARDS. COORDINATE AND PROVIDE BACKING AS REQUIRED. 11. ALL PLYWOOD AND WOOD BLOCKING SHALL BE FIRE TREATED PER TYPE IIA CONSTRUCTION. 12. CURTAINS SHALL NOT BE USED TO COVER OR BLOCK THE VIEW OF EXITS PER SECTIONS 806.2 AND 1010.1 CBC. 13. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS OCCUPIED. 14. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. 15. THE MEANS OF EGRESS ILLUMINATION SHALL BE SUPPLIED BY BACKUP POWER (CONSISTING OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON- SITE GENERATOR) FOR A DURATION OF NOT LESS THAN 90 MINUTES. CBC 1008.3 GENERAL NOTES 0 0 ### SF Occ-Load OCC. Room Name ### #1:OLF ROOM NUMBER SQUARE FOOTAGE OCCUPANT LOAD OCCUPANCY LOAD FACTOR OCCUPANCY GROUP COMBINED ROOM OCCUPANCY LOAD INDIVIDUAL ROOM OCCUPANCY LOAD REQUIRED PROVIDED 36" 32" REQUIRED EGREE WIDTH PER CODE ANALYSIS - DOORS/THRESHOLDS AT .15"/OCC PER EXCEPTION #1 1005.3.2 OF CBC 2022; - STAIRWAYS AT .3"/OCC PROVIDED WIDTH NO OCCUPANT LOAD ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EGRESS PLAN G2.11 MD MONROE ST. POOL REPLACEMENT EGRESS PLAN 1/8" = 1'-0" G2.11 04BLDG A EGRESS1/8" = 1'-0" G2.11 11BLDG B EGRESS C O M P A C T C OM P A C T C O M P AC T C O M P AC T C OMP A C T C O M P A CT C O M P AC T C OMP A C T C O M P A CT C O M P A C T C OMP A C T C O M P A C T N S -2 406 2702 .707 295R EVIT C ON TRO LP O IN TEW -7 477 8501 .994 509Elev -0'- 0" NO PARKING E V C H AR GIN G O N L Y NO PARKING E V C H A R GIN G O NLY E V C H AR GIN G O N L Y E V C H A R GIN G O NLY E V C HA RGIN G O N L Y EV C H A R GIN G O N L Y RT MIN. 8 " F R O M B A C K OF P E D E S T A L T O E O P 1M1M 10 13 18 16 16 12 12 13 11 11 11 11 14 20 20 11 11 2121 22 21 22 22 22 22 22 2311 22 22 22 24 24 24 17 11 22 22 11 11 11 11 1111 17 17 17 25 25 26 24 24 21 212121 22 22 22 11 27 27 27 11 15 28 19 19 27 27 10 28 27 17 206 208 2 0 3 208 207 207 206 2 0 8 2 0 7 210 2 0 5 205 2 0 0 200 200 200 205 6" 4" 5" 5" 12" 6" 12" 12" 4" 4" 4" 12" 12" 12" 6"x2 EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C C C 10 13 18 16 16 12 12 13 11 11 11 11 14 20 20 11 11 2121 22 21 22 22 22 22 22 2311 22 22 22 24 24 24 17 11 22 22 11 11 11 11 1111 17 17 17 25 25 26 24 24 21 212121 22 22 22 11 27 27 27 11 15 28 19 19 27 27 10 28 27 17 NO PARKING N PROJECT NORTH N TRUE NORTH A0.31 06 32.01 6 1 '- 1 1 " 89'-8" 75'-8" 28 ' - 2 " 32.02 106'-11" LEGEND ACCESSIBLE PATH OF TRAVEL (P.O.T.) ACCESSIBLE PATH OF TRAVEL (P.O.T.). BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL MAINTAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-204 AND 11B-307). ARCHITECT TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 11B-206 PER 11B-201.4. CONSTRUCTION SUPPORT FACILITIES, RELATED PARKING, AND TOILETS SHOULD BE INCLUDED IN THE PATH OF TRAVEL (EXCEPT AS NOTED IN 11B-203.2) GENERAL NOTES 1. FOR PATH OF TRAVEL, CODE ANALYSIS, AND BUILDING DATA, REFER TO G2.10 2. FOR FIRE ACCESS INFORMATION, REFER TO G2.10 3. ALL AREAS AND SQUARE FOOTAGE DESCRIPTIONS SHOWN ARE FOR AGENCY USE ONLY AND SHALL NOT BE USED FOR BIDDING OR CONSTRUCTION PURPOSE. 4. GATES IN THE PATH OF EGRESS MUST COMPLY WITH EXIT DOOR REQUIREMENTS. PROVIDE LEVER HARDWARE AND KICKPLATE. REFER TO LANDSCAPE DRAWINGS. 5. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 6.REFER TO CIVIL SHEETS FOR SITE DEMOLITION SCOPE. 7.REFER TO AQUATICS DRAWINGS FOR ADDITIONAL DETAILS AND INFROMATION TO CONCRETE POOL DECK EXPANSION AND CONTROL JOINT LAYOUT, POOL SYSTEM PIPING, EQUIPMENT AND POOL DEPTH. 8.THIS PROJECT INCLUDES EXCAVATION AND REMOVAL OF SILS THAT SHALL BE INLCUDED IN THE BID. 9.NOTE: ALL DEMOLITIONSHALL COMPLY WITH CBC CH. 33 & CFC CH. 33. PROPOSED BUILDING CANOPY/ OVERHANG INDICATES RESTROOM OUTLINES (M) MEN, (W) WOMEN, (R) RESTROOM EASEMENT BOUNDARY, PER CIVIL DRAWINGS PROPOSED CANOPY, PER LANDSCAPE DRAWINGS. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. PROPERTY LINE ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SITE PLAN A0.21 MD MONROE ST. POOL REPLACEMENT SITE PLAN KEYNOTE LEGEND 32.01 OUTDOOR STORAGE, WITH FABRIC CANOPY, REF SHEET: 3.0-2000. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 32.02 NEW POOL PER, SP-1 B A NEW BUILDING NEW ADDITION EXISTING BUILDING 2,108 SF 2,968 SF 242 SF EASEMENT BOUNDARY, PER CIVIL DRAWINGS EASEMENT BOUNDARY, PER CIVIL DRAWINGS A0.31 09 A0.31 04 A0.31 08 A0.31 05 1 8'- 8 " 1 0 '-8 " 8 '- 8 " 1'-0" 32.04 3'-8 " 1'- 0 " 6 '- 6 " 2 '- 4 " 6'- 6 " 1'- 0 " 1'-0 " 1'-0 " 1'-0" 1'-0" 1'-0"11 A0.31 32.03 32.04 --- -04 L5.12 32.03 --- -10 L5.12 CONCRETE CURB 8" CONCRETE UNIT MASONRY, SPLIT FACE TO MATCH EXISTING CONCRETE BLOCK CAP FOOTING, REF TO: 02/S1.11 CMU WALL, REF TO: 02/S1.11 CONCRETE SLAB PER CIVIL 0' - 6 " 6' - 4 " 2" 6' - 6 " ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TRASH ENCLOSURE A0.31 MD MONROE ST. POOL REPLACEMENT TRASH ENCLOSURE KEYNOTE LEGEND 32.03 CMU SPEC 32.04 6" TALL CONCRETE CURB. 1/4" = 1'-0" A0.31 06TRASH ENCLOSURE FLOOR PLAN 3/8" = 1'-0" A0.31 09SOUTHWEST ELEVATION 3/8" = 1'-0" A0.31 04NORTHWEST ELEVATION3/8" = 1'-0" A0.31 08NORTHEAST ELEVATION 3/8" = 1'-0" A0.31 05SOUTHEAST ELEVATION 1" = 1'-0" A0.31 11TRASH ENCLOSURE WALL AND CURB 1 A 2 BC 3 4 D A1.03 15 A1.03 05 A1.0311 A1.03 04 02.0102.01 02.02 02.05 02.12 02.11 02.06 02.07 02.04 02.04 02.05 02.02 02.12 02.11 02.08 02.06 02.07 02.16 02.15 02.18 02.18 02.23 02.22 02.13 02.28 02.28 02.36 02.37 A3.01 11 1 A 2 BC 3 4 D 02.17 02.20 02.21 02.21 02.20 02.20 02.21 02.20 02.29 02.29 02.29 02.29 02.29 02.29 02.29 02.23 DEMO FLOOR PLAN LEGEND EXISTING WALL TO REMAIN. PROTECT IN PLACE. EXISTING WALL TO BE DEMOLISHED EXISTING DOOR AND FRAME TO BE REMOVED EXTENTS OF EXISTING SLAB DEMOLITION DEMO RCP LEGEND EXISTING HARD LID CEILING TO BE DEMOLISHED 2'X2' ACT CEILING SYSTEM TO BE DEMOLISHED INCLUDES TILE AND GRID. DEMO KEYOTE LIGHT FIXTURE TO BE DEMOLISHED ? DEMOLITION GENERAL NOTES 1. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 2. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN. 3. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. 4. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 5. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY 6. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. 7. DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OF DEVICES. 8. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE. 9. CONTRACTOR SHALL VERIFY EXISTING CONDUIT/CONDUCTOR RUNS ON CIVIL DEMOLITION PLAN, SHEET C1.1. REUSE AS REQUIRED AND REMOVE ALL UNUSED CONDUIT/CONDUCTORS. REMOVE CONDUIT BACK TO SCOPE OF WORK LIMIT LINE. AT EACH END OF FEEDER, TAG AND LABEL CONDUIT. DOCUMENT DETAILED DIMENSIONS ON AS-BUILTS. REMOVE CONDUCTORS BACK TO SOURCE (VERIFY WITH OWNER). UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. 10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRE AND REMOVED ALL UNUSED CONDUIT/WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. REMOVE UNUSED WIRING. 11. CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS ACCORDINGLY. PROVIDE COMPLETE "AS BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR PANELS. 12. WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL SYSTEMS WHILE A BUILDING IS OCCUPIED OR THAT EFFECT ADJACENT BUILDINGS, SCHEDULE OUTAGES OR INTERRUPTIONS WITH THE OWNER, BUILDING OCCUPANTS AND/OR ADJACENT BUILDING OWNER(S) AND OCCUPANTS PRIOR TO CONDUCTING OUTAGE(S) OR INTERRUPTIONS. 13. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION. 14. HAZARDOUS MATERIAL ABATEMENT PER SPECIFICATIONS AND REFERENCE HAZARDOUS MATERIAL ABATEMENT REPORT. 15. ALL DEMOLITION SHALL COMPLY WITH CBC CH. 33 AND CFC CH. 33. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 DEMO FLOOR PLAN & RCP BLDG A A1.01 MD MONROE ST. POOL REPLACEMENT DEMO FLOOR PLAN & RCP BLDG A 1/8" = 1'-0" 04 / A1.03DEMO FLOOR BLDG A 041/8" = 1'-0" 04 / A1.03RCP DEMO BLDG A 11 KEYNOTE LEGEND 02.01 EXISTING CARPET TO BE REMOVED, PREP CONCRETE FOR NEW FLOORING FINISH 02.02 EXISTING FLOORING FINISH TO BE DEMOLISHED 02.04 EXISTING COUNTERTOP AND FIXTURES TO BE DEMOLISHED 02.05 EXISTING SHOWERS TO BE DEMOLISHED 02.06 EXISTING TOILETS, URINALS AND TOILET PARTITION TO BE DEMOLISHED 02.07 EXISTING WALL MOUNTED LAVATORY TO BE DEMOLISHED 02.08 EXISTING COLUMN TO REMAIN, PROTECT IN PLACE 02.11 EXISTING LOCKERS TO BE DEMOLISHED 02.12 EXISTING SHOWER BENCH TO BE DEMOLISHED 02.13 EXISTING STOREFRONT AND DOOR TO BE DEMOLISHED 02.15 EXISTING CASEWORK TO BE DEMOLISHED 02.16 EXISTING RECEPTION DESK TO BE DEMOLISHED 02.17 EXISTING SUSPENDED CEILING AND GRID TO BE DEMOLISHED 02.18 EXISTING DRINKING FOUNTAIN TO BE DEMOLISHED 02.20 EXISTING LIGHTING TO BE DEMOLISHED 02.21 EXISTING GYP CEILING TO BE DEMOLISHED 02.22 EXISTING WATER HEATER TO BE DEMOLISHED 02.23 EXISTING ROOF ACCESS LADDER AND HATCH TO BE DEMOLISHED 02.28 EXISTING SLAB TO BE DEMO'D FOR NEW PLUMBING 02.29 EXISTING SKYLIGHT TO BE REMOVED. INFILL WITH JOISTS AND PLYWOOD SHEATHING. 02.36 EXISTING AV CABINET - REMOVE AND RETURN TO BUILDING OWNER. 02.37 EXISTING WALL MOUNTED TV, REMOVE AND RETURN TO OWNER KEYPLAN A B DEMOLITION GENERAL NOTES 1. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 2. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN. 3. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. 4. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 5. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY 6. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. 7. DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OF DEVICES. 8. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE. 9. CONTRACTOR SHALL VERIFY EXISTING CONDUIT/CONDUCTOR RUNS ON CIVIL DEMOLITION PLAN, SHEET C1.1. REUSE AS REQUIRED AND REMOVE ALL UNUSED CONDUIT/CONDUCTORS. REMOVE CONDUIT BACK TO SCOPE OF WORK LIMIT LINE. AT EACH END OF FEEDER, TAG AND LABEL CONDUIT. DOCUMENT DETAILED DIMENSIONS ON AS-BUILTS. REMOVE CONDUCTORS BACK TO SOURCE (VERIFY WITH OWNER). UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. 10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRE AND REMOVED ALL UNUSED CONDUIT/WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. REMOVE UNUSED WIRING. 11. CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS ACCORDINGLY. PROVIDE COMPLETE "AS BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR PANELS. 12. WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL SYSTEMS WHILE A BUILDING IS OCCUPIED OR THAT EFFECT ADJACENT BUILDINGS, SCHEDULE OUTAGES OR INTERRUPTIONS WITH THE OWNER, BUILDING OCCUPANTS AND/OR ADJACENT BUILDING OWNER(S) AND OCCUPANTS PRIOR TO CONDUCTING OUTAGE(S) OR INTERRUPTIONS. 13. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION. 14. HAZARDOUS MATERIAL ABATEMENT PER SPECIFICATIONS AND REFERENCE HAZARDOUS MATERIAL ABATEMENT REPORT. 15. ALL DEMOLITION SHALL COMPLY WITH CBC CH. 33 AND CFC CH. 33. 1 A 2 BC 3 4 D 02.29 02.23 02.29 02.29 02.29 02.24 02.41 02.29 02.29 02.29 02.29 TYP. 02.42 TYP. 02.42 A3.01 11 LEGEND EXISTING ROOF DRAIN, TO REMAIN EXISTING SKYLIGHT TO BE REMOVED AND INFILLED AND/OR UTILIZED USED BY MECHANICAL; SEE MECHANICAL ROOF ASSEMBLY TO BE DEMOLISHED ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 DEMO ROOF PLAN - BLDG A A1.02 MD MONROE ST. POOL REPLACEMENT DEMO ROOF PLAN - BLDG A KEYNOTE LEGEND 02.23 EXISTING ROOF ACCESS LADDER AND HATCH TO BE DEMOLISHED 02.24 EXISTING MANSARD ROOF TO BE DEMOLISHED 02.29 EXISTING SKYLIGHT TO BE REMOVED. INFILL WITH JOISTS AND PLYWOOD SHEATHING. 02.41 EXISTING ROOF SOFFIT FRAMING TO BE DEMOLISHED 02.42 EXISTING ROOF DRAIN TO REMAIN, PROTECT IN PLACE. KEYPLAN A B 1/8" = 1'-0" A1.02 04DEMO ROOF PLAN 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A TOP OF BLOCK WING WALLS - BLDG A 17'-2" B C D 02.25 02.26 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 TOP OF BLOCK WING WALLS - BLDG A 17'-2" 234 02.26 02.46 02.33 02.3302.3802.39 02.3902.25 02.26 02.2602.2602.26 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 TOP OF BLOCK WING WALLS - BLDG A 17'-2" 2 3 4 02.24 TYP. 02.25 TYP. 02.25 02.13 TYP. 02.14 02.41 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A TOP OF BLOCK WING WALLS - BLDG A 17'-2" BCD 02.13 02.25 02.41 DEMOLITION GENERAL NOTES 1. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 2. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN. 3. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. 4. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 5. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY 6. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. 7. DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OF DEVICES. 8. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE. 9. CONTRACTOR SHALL VERIFY EXISTING CONDUIT/CONDUCTOR RUNS ON CIVIL DEMOLITION PLAN, SHEET C1.1. REUSE AS REQUIRED AND REMOVE ALL UNUSED CONDUIT/CONDUCTORS. REMOVE CONDUIT BACK TO SCOPE OF WORK LIMIT LINE. AT EACH END OF FEEDER, TAG AND LABEL CONDUIT. DOCUMENT DETAILED DIMENSIONS ON AS-BUILTS. REMOVE CONDUCTORS BACK TO SOURCE (VERIFY WITH OWNER). UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. 10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRE AND REMOVED ALL UNUSED CONDUIT/WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. REMOVE UNUSED WIRING. 11. CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS ACCORDINGLY. PROVIDE COMPLETE "AS BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR PANELS. 12. WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL SYSTEMS WHILE A BUILDING IS OCCUPIED OR THAT EFFECT ADJACENT BUILDINGS, SCHEDULE OUTAGES OR INTERRUPTIONS WITH THE OWNER, BUILDING OCCUPANTS AND/OR ADJACENT BUILDING OWNER(S) AND OCCUPANTS PRIOR TO CONDUCTING OUTAGE(S) OR INTERRUPTIONS. 13. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION. 14. HAZARDOUS MATERIAL ABATEMENT PER SPECIFICATIONS AND REFERENCE HAZARDOUS MATERIAL ABATEMENT REPORT. 15. ALL DEMOLITION SHALL COMPLY WITH CBC CH. 33 AND CFC CH. 33. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 DEMO ELEVATIONS BLDG A A1.03 MD MONROE ST. POOL REPLACEMENT DEMO ELEVATIONS BLDG A 1/8" = 1'-0" A1.03 15EXT ELEVATION - NORTH DEMO 1/8" = 1'-0" A1.03 05EXT ELEVATION - EAST DEMO 1/8" = 1'-0" A1.03 11EXT ELEVATION - WEST DEMO 1/8" = 1'-0" A1.03 04EXT ELEVATION - SOUTH DEMO KEYNOTE LEGEND 02.13 EXISTING STOREFRONT AND DOOR TO BE DEMOLISHED 02.14 EXISTING LOUVERS TO BE DEMOLISHED 02.24 EXISTING MANSARD ROOF TO BE DEMOLISHED 02.25 EXISTING PLASTER ON CMU WALL TO BE REMOVED AND BLOCK SANDBLASTED 02.26 EXISTING DOOR IN CMU TO BE DEMOLISHED 02.33 EXISTING SCREEN, FRAME TO BE REMOVED, OPENING TO BE INFILLED, REF: 02.38 EXISTING WINDOW AND FRAME TO BE DEMOLISHED AND INFILLED, REF: 02.39 EXISTING WINDOW AND FRAME TO BE DEMOLISHED 02.41 EXISTING ROOF SOFFIT FRAMING TO BE DEMOLISHED 02.46 EXISTING HI-LOW ACCESSIBLE DRINKING FOUNTAIN TO BE REMOVED. KEYPLAN A B EXISTING SECTION DRAWINGS FOR REFERENCE ONLY (NOT TO SCALE) 02.24 02.2402.41 LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION GLAZING SYSTEM LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK EXISTING STUD WALLS 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO ARCHITECT. 2. EXTERIOR WALL DIMENSIONS ARE TO FACE OF STRUCTURAL SHEATHING, U.N.O. INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. VERIFY ANY DISCREPANCIES IN THE FIELD WITH THE ARCHITECT PRIOR TO BUILDING. 3. ALL GYPSUM BOARD EXPOSED TO VIEW SHALL HAVE LEVEL #4 FINISH, U.N.O. 4. FURRING AT COLUMNS, ROOF DRAINS, PIPES AND SIMILAR ELEMENTS TO BE HELD AS TIGHT TO OBSTRUCTION AS POSSIBLE, U.N.O. 5. AT ALL WET WALL LOCATIONS INCLUDING TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT EXPOSED AREAS AND CEMENTITIOUS BACKER BOARD BEHIND TILE. 6. PROVIDE THERMAL BATT INSULATION AT ALL ROOF ASSEMBLIES. R40 MIN. AT ROOF. 7. LOCATE DOOR FRAME 6" MIN. FROM ADJACENT WALL FRAMING, TYP. DOOR FRAMES ARE TO BE LOCATED 6" FROM ADJACENT WALL FRAMING, U.N.O. 8. SLAB PLANS INDICATE WHICH WALLS REQUIRE CURBS. REFER TO WALL TYPES AND DETAILS FOR CURB WIDTHS. 9. REFER TO INTERIOR ELEVATIONS FOR QUANTITY, LOCATION, AND DIMENSIONS OF WHITEBOARDS. COORDINATE AND PROVIDE BACKING AS REQUIRED. GENERAL NOTES FINISH SCHEDULE: REFER TO A6.31 FIRE EXTINGUISHER CABINET, WALL MOUNTED. REF: 12/A9.11 FEC EXISTING CMU WALLS 1 A A3.0113 A3.01 05 A3.01 06 A3.01 12 06 A3.11 13 A3.11 2 BC 3 4 D LOBBY 01 STAFF LOUNGE 03 MULTI PURPOSE ROOM 14 TELEPHONE 15 STAFF RR 03A STAFF SHOWER 03B ADMIN 07 OFFICE 07A WOMEN'S CHANGING/ LOCKERS 10 WOMEN'S RESTROOM 09 WOMEN'S SHOWER 11 CORRIDOR 08 CORRIDOR 02 MEN'S RESTROOM 04MEN'S CHANGING/ LOCKERS 05 MEN'S SHOWER 06 STORAGE 04A 04 A3.11 STORAGE 09A 11'-0" 08.05 ELEC. 14A 22.01 10.01 05 A3.11 09 A3.11 A4.03 06 A4.04 06 A4.02 06 A4.01 06 A4.02 05 A4.01 13 4A 4A 5D 5D 3A 3A 102103 10 4 106 107 109A 10 9 10 8 111A 111 108A 110 105 1A SA6 SA6 MA8 SB6 FIRST AID 16 EQUIPMENT STORAGE 17 EXTERIOR STORAGE 18 A3.01 04 FE C FEC 101 07 A3.21 10 1 / 2 " 9' - 1 0 1 / 8 " (E)12'-8" 112 5D 5D 2A 4' - 4 " 5' - 0 " C L R . 18 " M I N . 18 " M I N . 5' - 0 " C L R . 5'-0" MIN. CLR. 5'-5" A4.05 06 6'-2" 13'-6" 13'-6" 6'-5" 8'- 4 " SA6SA6 1" 10'-0" 15 ' - 6 " 15 ' - 6 " 1 5 ' - 6 " 1 3 ' - 6 " 10" 2' - 2 " 3 ' - 4 " 3 ' - 4 " 3 ' - 4 " 3 ' - 3 " 3 ' - 5 " 3 ' - 4 " 3 ' - 4 " 3 ' - 4 " 1 ' - 8 " 104A 28'-8" 10.05 11 ' - 4 " 22 ' - 0 " 9' - 8 " 8'- 0 " 4' - 8 " 7' - 4 " 11 " 4'-8"35'-0" 4" 7'-4"2'-8" 5'-4"12'-7" 4' - 6 " A3.01 11 5 6 7 F E POOL PUMP ROOM 22 A3.02 A3.02 05 A3.02 11 A3.02 04 06 A3.12 05 A3.12 13 A3.12 ELECTRICAL 21 STORAGE 19 FAMILY RESTROOM/ SHOWER 20C 12 CORRIDOR/ LOCKERS 20 34'-0" 62 ' - 0 " 36 ' - 0 " 26 ' - 0 " 22.05 11 A3.12 04 A3.12 12 A3.12 A4.06 06 119 11 3 11 4 A 11 4 B 11 4 C 115 116 117 118 SN6 CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B SE3 11 4 D 11 4 E TANK STORAGE 23 13 0 114 10 ' - 8 " 41 ' - 6 " 9' - 3 " 2'-4"9'-1"7'-8"5'-10"8'-6" 9'-1"9'-1"5'-1" 4'- 0 " 4 ' - 8 " 8'-10" 5' - 2 " 1 4 ' - 8 " 2' - 4 " CL R . 2' - 1 0 " ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FIRST FLOOR PLAN - BLDG A & B A2.01 MD MONROE ST. POOL REPLACEMENT FIRST FLOOR PLAN - BLDG A & B KEYNOTE LEGEND 08.05 NEW STOREFRONT GLAZING WITH FRITTED GLASS AND LOUVERS AT UPPER SECTION 10.01 CUSTOM DIGITALLY PRINTED GRAPHIC ON VINYL WALL COVERING 10.05 SHADE STRUCTURE: SEE SHADE CONSULTANT SHEETS. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 22.01 NEW WATER HEATER 22.05 NEW HI-LOW ACCESSIBLE DRINKING FOUNTAIN/ BOTTLE FILLING STATION 1/8" = 1'-0" A2.01 04FLOOR PLAN - BLDG A 1/8" = 1'-0" A2.01 11FLOOR PLAN - BLDG B KEYPLAN A B WP WP F F M M M M M M M M M WP WP LEDLED LED LEDLEDLEDLED LEDLEDLEDLED LEDLEDLEDLED LEDLEDLEDLE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLED M M WP OS OS OS WP WP M M M M J M M J J J M 1 A 06 A3.11 13 A3.11 2 BC 3 4 D 04 A3.11 05.03 05 A3.11 09 A3.11 08.03 05.01 1/4"/12" 1/4"/12" 1/4"/12" 1/4"/12" 1/4"/12" 3/8"/12" 3/8"/12" 3/8"/12" 3/ 8 " / 1 2 " 1/4"/12" 9'-4 1/8" 9'-7 167/256"TYP. 23.02 TYP. 23.01 TYP. 23.03 TYP. 23.01 TYP. 23.01 TYP. 23.01 TYP. 02.42 TYP. 02.42 TYP. 02.42 TYP. 02.42 TYP. 23.06 10.04 07.05 10.05 TYP. 23.01 07.03 07.03 07.03 A3.01 11 5 6 7 F E 08.03 07.02 10.03 6' - 2 " 8'-3" 3/8" / 1'-0" 3/8" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"3/ 8 " / 1 2 " 3 / 8 " / 1 2 " 3 / 8 " / 1 2 " 3 / 8 " / 1 2 " 31'-0 3/4" 16'-4 3/8" 11'-5 41/64" 11'-0 1/8" 11'-11 25/32"11'-5 41/64" 13'-0" 11'-5 41/64" 11'-11 25/32" 11'-0 1/8" 11'-5 41/64"1/4" / 1'-0"3/8" / 1'-0" TYP. 23.01 TYP. 23.03 23.02 3'-3" 3' - 3 " 1. BACKGROUND DRAWINGS ARE BASED ON ORIGINAL CONSTRUCTION DOCUMENTS, NOT AS-BUILT DRAWINGS. PLEASE VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT. 2. EXISTING CONDITIONS DAMAGED OR REMOVED AS A RESULT OF ALL WORK REQUIRED TO BE DONE UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT SURFACES WITHOUT ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO THE DESIGNER. 4. ROOFING MATERIAL TO HAVE A CLASS A FIRE CLASSIFICATION, PER CITY OF CARLSBAD GENERAL NOTES LEGEND ROOF DRAIN AND OVERFLOW DRAIN, REFER TO PLUMBING DRAWINGS EV PANEL -SOLAR THERMAL- WITH HSS STRUCTURAL GRID SUPPORT, PER 1/2" COVER BOARD OVER TAPERED RIGID INSULATION CRICKET, SLOPED TO DRAIN, 1/4" MIN. AT VALLEY; RE: 10/A8.21 XX" / XX"ROOF SLOPE MECHICANICAL EQUIPMENT PER MECH DRAWINGS EXISTING ROOF DRAIN EXISTING WALL ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ROOF PLAN - BLDG A & B A2.09 MD MONROE ST. POOL REPLACEMENT ROOF PLAN - BLDG A & B KEYNOTE LEGEND 02.42 EXISTING ROOF DRAIN TO REMAIN, PROTECT IN PLACE. 05.01 NEW ROOF ACCESS LADDER, 13/A8.22 05.03 NEW MECHANICAL SCREEN SYSTEM 07.02 ROOF CRICKET / TAPERED INSULATION SLOPED TO DRAIN 07.03 SINGLE PLY ROOFING SYSTEM 07.05 ROOF TO WALL JOINT TRANSITION. FULL LENGTH OF WALL AT NEW ADDITION. CONSTRUCTION SPECIALTIES SC-800 JOINT. SEE 04/A8.21. 08.03 NEW ROOF HATCH 10.03 PV - PHOTOVOLTAIC PANELS, PER ELECTRICAL DRAWINGS, STRUCTURAL SUPPORT PER STRUCTURAL DRAWINGS 10.04 FALL PROTECTION TIEBACK ANCHOR, PER S6.12/5 10.05 SHADE STRUCTURE: SEE SHADE CONSULTANT SHEETS. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 23.01 ROOF EXHAUST, PER MECHANICAL DRAWINGS 23.02 MECHANICAL DUCTING, PER MECHANICAL DRAWINGS 23.03 ROOF VENT PER MECHANICAL DRAWINGS 23.06 MECHANICAL PIPING PER MECHANICAL DRAWINGS 1/8" = 1'-0" A2.09 04BLDG A - ROOF PLAN 1/8" = 1'-0" A2.09 11BLDG B - ROOF PLAN KEYPLAN A B 5 6 7 F E 8'-5 1/8"8'-5 1/8" 14 ' - 1 1 1 / 4 " 8'-10 1/4" 8'-2 5/8" 14 ' - 0 1 / 2 " -2'-2 3/8"-2'-2 3/8" -2'-2 3/8" -7'-2 3/8" -2'-2 3/8" -2'-2 3/8" -0'-4 5/8" 4'-5 3/4"9'-6" 25 ' - 4 3 / 4 " 32'-8 3/4" 6' - 4 " 14 ' - 8 " 13'-5" 2'-0"10'-0"10'-4" 3'-9"8'-0"6'-6"4'-2" 2' - 9 " 2' - 9 " 4' - 3 " 4' - 1 1 " 2'-0"1'-9"6'-8"1'-6"6'-9" 2' - 9 " 3'- 2 " -1'-10 3/8" -1'-10 3/8" -1'-10 3/8" 4' - 8 " 8' - 8 " 4' - 6 " 1 A 2 B 3 4 D 03.01 03.01 02.31 03.01 -0'-4 5/8" 02.43 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 9'-4 3/4" 21 ' - 4 5 / 8 " 10 ' - 8 5 / 8 " 38'-4 3/8" 5' - 6 " 7' - 5 " 7'-0" 7'-4" 11 ' - 6 " 5' - 6 " 8' - 1 1 " 6' - 2 " 6' - 1 0 " 7'-4" 11 ' - 6 " 7'-9" 5'-6" 3'-11" 6'-2" 13'-6" 13'-6" 6'-5" 1'-0" 10.05 LEGEND GENERAL NOTES 6" HIGH CONCRETE CURB, U.N.O. 4" HIGH EQUIPMENT PAD, COORDINATE FINAL SIZE OF PAD WITH EQUIPMENT PER STRUCTURAL 1. SLAB PLANS INDICATE WHICH WALLS REQUIRE CURBS. CURB WIDTH TO MATCH WALL TYPE DETAILS, U.N.U. REFER TO PARTITION LAYOUT ON FLOOR PLANS AND DETAILS. 2. EDGE OF SLAB ALIGNS TO FACE OF CMU WALLS. 3. ALL SPOT ELEVATIONS ARE RELATIVE TO F.F. SEE SHEETS C5 AND C6 GRADING PLANS FOR FINISH FLOOR LEVELS AT SLAB ON GRADE. 4. SEE CIVIL SHEETS C5 AND C6 GRADING PLANS FOR SITE PAVING ELEVATIONS. 5. SEE LANDSCAPE SHEETS FOR PAVING LAYOUT. 6. DIMENSIONS OF FLOOR DRAIN LOCATIONS ARE TAKEN FROM CENTERLINE OF DRAIN U.N.O. 7. MEDIUM SANDBLAST FINISH AT EXTERIOR CURBS AT EXPOSED FACES. 8. CONTRACTOR TO COORDINATE EDGE OF SLAB PLANS WITH STRUCTURAL FOUNDATION AND FRAMING PLANS. 9. CONTRACTOR SHALL COORDINATE BLOCKOUTS IN CONCRETE CURBS FOR PLUMBING FIXTURES. 10. CONTRACTOR SHALL CONFIRM ALL EQUIPMENT PLATFORM / HOUSEKEEPING PAD DIMENSION REQUIREMENTS AND SHAFT OPENINGS WITH MANUFACTURER REQUIREMENTS, MECHANICAL DRAWINGS, AND REVIEWED SUBMITTALS AND ADJUST ACCORDINATLY. CONCRETE SLAB ON GRADE DEPRESSED CONCRETE SLAB, DEPTH OF DEPRESSION AS INDICATED ON PLAN SPOT ELEVATION SLOPE DIRECTION -SLOPE TO BE 2% MAX PER CBC 11B-403.3 NEW CMU WALL CONSTRUCTION EXISTING CMU WALLS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FIRST FLOOR EDGE OF SLAB PLAN - BLDG A & B A2.11 MD MONROE ST. POOL REPLACEMENT FIRST FLOOR EDGE OF SLAB PLAN - BLDG A & B KEYNOTE LEGEND 02.31 EXISTING CONCRETE SLAB ON GRADE 02.43 EXISTING CONCRETE SLAB 03.01 NEW CONCRETE SLAB PER STRUCTURAL 10.05 SHADE STRUCTURE: SEE SHADE CONSULTANT SHEETS. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 1/8" = 1'-0" A2.11 11FIRST FLOOR EDGE OF SLAB PLAN - BLDG B 1/8" = 1'-0" A2.11 04FIRST FLOOR EDGE OF SLAB PLAN - BLDG A KEYPLAN A B 1 A 2 BC 3 4 D LOBBY 01 STAFF LOUNGE 03 MULTI PURPOSE ROOM 14 TELEPHONE 15 ADMIN 07 OFFICE 07A STAFF SHOWER 03B STAFF RR 03A WOMEN'S CHANGING/ LOCKERS 10 MEN'S RESTROOM 04 STORAGE 09A WOMEN'S SHOWER 11 WOMEN'S RESTROOM 09 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 CORRIDOR 08 CORRIDOR 02 STORAGE 04A ELEC. 14A EXTERIOR STORAGE 18 FIRST AID 16 EQUIPMENT STORAGE 17 CPT 1CPT 1 T2 T2 B1 P1 B1 P1 P3P3 P3 B2 P1 P3 B2 P1 P1 P1 P1 A4.01 13 A4.01 06 A4.03 06 A4.02 06 A4.04 06 P1 CONC-1 A4.02 05 CONC-1 CONC-1 A3.01 11 5 6 7 F E POOL PUMP ROOM 22 ELECTRICAL 21 STORAGE 19 CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B CONC-1 CONC-1 CONC-1 CONC-1 CONC-1 T2 A4.06 06 LEGEND GENERAL NOTES ALIGN FINISHES WALL ACCENT FINISH TAG FINISH TAG NEW BUILT-IN CASEWORK 1. TYPICAL FINISHES TO BE (P-1) AND (B-1) THROUGHOUT U.N.O. 2. FOR TYPICAL WALL BASE DETAILS REF:07/A9.12 3. ALL EXPOSED CEILINGS, INCLUDING BEAMS, JOISTS, PLYWOOD SHEATHING, MECHANICAL SYSTEMS, SPRINKLERS, ELECTRICAL TO BE PAINTED, U.N.O. REFER TO REFLECTED CEILING PLANS A2.31 FOR ADDITIONAL INFORMATION. 4. PAINT ALL ACCESS PANELS TO MATCH THE SURFACE THEY OCCUR ON, TYP. 5. TYPICAL FLOOR COVERING TRANSITIONS IS AT THE CENTERLINE OF THE DOOR OR AT THE CENTERLINE OF THE OPENING WHERE NO DOOR IS PRESENT, U.N.O. PROVIDE FLUSH TRANSITIONS AS MUCH AS POSSIBLE, REF: 01/A9.12 6. "LOW SHEEN" PAINT FINISH TYPICAL THROUGHOUT, "SEMI-GLOSS" FINISH AT ALL RESTROOMS AND OTHER WET LOCATIONS, "FLAT" FINISH AT ALL CEILINGS WHERE CEILING OCCURS. 7. REFER TO INTERIOR ELEVATIONS FOR CABINET FINISHES. 8. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISHES. 9. FURNITURE NOT IN SCOPE. 10. ALL PLYWOOD AND WOOD BLOCKING SHALL BE FIRE TREATED PER TYPE V-B. FLOORING TRANSITION, SEE 01/A9.12 XX XX *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FIRST FLOOR FINISHES PLAN - BLDG A & B A2.21 MD MONROE ST. POOL REPLACEMENT FIRST FLOOR FINISHES PLAN - BLDG A & B 1/8" = 1'-0" A2.21 04FIRST FLOOR FINISHES PLAN - BLDG A KEYNOTE LEGEND 1/8" = 1'-0" A2.21 11FIRST FLOOR FINISHES PLAN - BLDG B KEYPLAN A B WP WP F F M M M LED LEDLEDLEDLED OS OS OS OS OS OS OS OS OS OS OS OS OS M M M M M M M M WP WP J J J J OS OS OS OS OS OS OS OS LEDLED LED LEDLEDLEDLED LEDLEDLEDLED LEDLEDLEDLED LEDLEDLEDLE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDJ LED LEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LED LEDLED LED LEDLEDLEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D M M LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D RD C L RD C L WP OS OS OS OS WP WP M M M M J M M J J J M 1 A 06 A3.11 13 A3.11 2 BC 3 4 D 04 A3.11 09.02 09.02 09.02 09.02 LOBBY 01 MULTI PURPOSE ROOM 14 STAFF RR 03A STAFF SHOWER 03B WOMEN'S CHANGING/ LOCKERS 10 WOMEN'S RESTROOM 09 CORRIDOR 08 CORRIDOR 02 STORAGE 04A STORAGE 09A ELEC. 14A 05 A3.11 09 A3.11 A4.03 10 A4.04 13 A4.05 10 A4.01 19 8' - 6" GYP-1 8' - 6" ACT-1 8' - 6" ACT-1 8' - 6" GYP-1 O.T.S TYP. 26.07 TYP. 26.04 8' - 6" ACT-1 26.06 TYP. 26.05 TYP. 26.08 MEN'S CHANGING/ LOCKERS 05 STAFF LOUNGE 03 8' - 6" ACT-1 O.T.S. TYP. 26.03 MEN'S SHOWER 06 MEN'S RESTROOM 04 TYP. 26.02 FIRST AID 16 O.T.S EQUIPMENT STORAGE 17 26.06 EXTERIOR STORAGE 18 10.05 5 6 7 F E 06 A3.12 13 A3.12 TYP. 09.02 11 A3.12 04 A3.12 12 A3.12 A4.06 12 O.T.S. O.T.S. O.T.S. 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 TYP. 26.07 TYP. 26.02 TYP. 26.02 TYP. 26.07 LEGEND GENERAL NOTES GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON A9 SERIES ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAILS ON A9 SERIES GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON A9 SERIES EXIT SIGN CEILING TYPE CEIILING ACCESS PANEL 1. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PAINTED (P-1), U.N.O. 2. ALL EXPOSED CEILINGS, INCLUDING BEAMS, JOISTS, MECHANICAL SYSTEMS, SPRINKLERS, ELECTRICAL TO BE PAINTED, U.N.O. SEE RECLECTED CEILING PLANS ADDITIONAL INFORMATION. 3. ALL GYPSUM BOARD EXPOSED TO VIEW SHALL HAVE LEVEL #4 FINISH, U.N.O. 4. PROVIDE ACCESS PANELS IN ENCLOSED AREAS ABOVE GYPSUM BOARD CEILINGS. PAINT TO MATCH CEILING FINISH, U.N.O. 5. SINGLE LIGHT FIXTURES TO BE CENTERED IN THE ROOM OR SOFFIT, U.N.O. 6. FOR FIXTURE INFORMATION, REFER TO ELECTRICAL DRAWINGS. 7. ALL LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE, OR GROUP OF FIXTURES, U.N.O. 8. CONTRACTOR TO COORDINATE DUCTS, CONDUIT, FINAL LOCATIONS AND HEIGHTS. 9. ALL PLYWOOD AND WOOD BLOCKING SHALL BE FIRE TREATED PER TYPE V-B CONSTRUCTION. 10. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH TABLE 803.13 CBC 2022, FOR THE MAXIMUM FLAME SPREAD AND SMOKE DENSITY. 11. CEILINGS SHALL BE INSTALLED TO MEET THE MINIMUM ASCE 7-16 SECTION 13.5.6 INDICATES OPEN TO STRUCTURE CEILING. PAINT (P-1) U.N.O.O.T.S. OCCUPANCY SENSOR WiFi ACCESS POINT X X'-X"CEILING HEIGHT, SEE PLAN OS WAP J JUNCTION BOX, PER ELECTRICAL DRAWINGS MECHANICAL EXHAUST GRILLES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FIRST FLOOR REFLECTED CEILING PLAN - BLDG A & B A2.31 MD MONROE ST. POOL REPLACEMENT FIRST FLOOR REFLECTED CEILING PLAN - BLDG A & B 1/8" = 1'-0" A2.31 04REFLECTED CEILING PLAN - BLDG A KEYNOTE LEGEND 09.02 NEW GYP CEILING WITH NEW LIGHTING 10.05 SHADE STRUCTURE: SEE SHADE CONSULTANT SHEETS. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 26.02 RECESSED SQUARE DOWNLIGHT, PER ELECTRICAL DRAWINGS 26.03 RECESSED LINEAR LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 26.04 2'X2' RECESSED BASKET LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 26.05 LED TAPE, PER ELECTRICAL DRAWINGS 26.06 PENDANT LINEAR LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 26.07 PENDANT STRIP LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 26.08 SURFACE MOUNTED LINEAR WALL WASH LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 1/8" = 1'-0" A2.31 11REFLECTED CEILING PLAN - BLDG B KEYPLAN A B 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 TOP OF BLOCK WING WALLS - BLDG A 17'-2" 06 A3.11 13 A3.11 2 3 4 05.0303.03 - --- 08.06 EQ EQ EQ EQ 04 A8.12 14 A8.12 14 A8.12 9' - 1 0 " 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A TOP OF BLOCK WING WALLS - BLDG A 17'-2" BCD04 A3.11 05 A3.11 09 A3.11 07 A3.21 04.01 03 A8.12 02 A8.12 05 A8.12 04 A8.12 --- -10 L5.12 EQEQ 04.02 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A TOP OF BLOCK WING WALLS - BLDG A 17'-2" B C D04 A3.11 05 A3.11 09 A3.11 07 A3.21 04.01 04 A8.12 TYP. 05 A8.12 08 A8.12 10 A8.12 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 TOP OF BLOCK WING WALLS - BLDG A 17'-2" 06 A3.11 13 A3.11 234 05.03 22.05 08.02 04 A8.12 TYP. 9'- 6 " 08 A8.12 10 A8.12 09 A8.12 TYP. 05 A9.42 05 A9.42 TYP. 40" TY P . 78 " TY P . 28 " 26"32" 22" 01 A8.12 04 A8.12 02 A8.12 03 A8.12 08 A8.12 02 A8.12 03 A8.12 --- -04 L5.12 LEGEND 3-COAT CEMENT PLASTER SYSTEM, MATCH EXISTING. CMU BLOCK, REFER TO KEYNOTES FOR EXISTING VS. NEW. PERFORATED METAL SCREEN WITH GRAPHIC INCORPORATED INTO DESIGN, IMAGE TBD BY ARCHITECT. 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 06 A3.11 234 T4 T3 08.0802.46 08.0108.0108.0805.03 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A TOP OF BLOCK WING WALLS - BLDG A 17'-2" B 05 A3.11 08.06 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EXTERIOR ELEVATIONS - BLDG A A3.01 MD MONROE ST. POOL REPLACEMENT EXTERIOR ELEVATIONS - BLDG A 1/8" = 1'-0" A3.01 13EXT ELEVATION - EAST 1/8" = 1'-0" A3.01 05EXT ELEVATION - SOUTH 1/8" = 1'-0" A3.01 06EXT ELEVATION - NORTH 1/8" = 1'-0" A3.01 12EXT ELEVATION - OVERALL WEST KEYNOTE LEGEND 02.46 EXISTING HI-LOW ACCESSIBLE DRINKING FOUNTAIN TO BE REMOVED. 03.03 NEW CMU WALLS TO MATCH EXISTING CMU CONSTRUCTION 04.01 EXISTING CMU, CLEANED, PATCHED, AND PAINTED 04.02 MASONRY CONTROL JOINT, TYP. 05.03 NEW MECHANICAL SCREEN SYSTEM 08.01 NEW HM WINDOW IN DEMOLISHED DOOR OPENING 08.02 NEW HM WINDOW IN NEW CMU WALL 08.06 NEW STOREFRONT GLAZING 08.08 NEW HM WINDOW IN EXISTING OPENING 22.05 NEW HI-LOW ACCESSIBLE DRINKING FOUNTAIN/ BOTTLE FILLING STATION 1/8" = 1'-0" A3.01 04EXT ELEVATION - UPPER WEST 1/8" = 1'-0" A3.01 11EXT ELEVATION - SOUTH PARTIAL FE05 A3.12 TOP BLDG B 13'-0" 04 A3.12 01 - 206.30 - BLDG B -2'-2 3/8" 2' - 0 " 17 ' - 2 " 03.0305.03 F E05 A3.12 TOP BLDG B 13'-0" 04 A3.12 01 - 207.93 -0'-4 5/8" 2'- 0 " 05.03 03.0304.02 56706 A3.12 13 A3.12 TOP BLDG B 13'-0" 22.05 11 A3.12 12 A3.12 01 - 206.30 - BLDG B -2'-2 3/8" 01 - 207.93 -0'-4 5/8" 2' - 0 " 17 ' - 2 " 03.03 05.03 5 6 706 A3.12 13 A3.12 TOP BLDG B 13'-0" 11 A3.12 12 A3.12 01 - 207.93 -0'-4 5/8" 2' - 0 " 03.03 05.03 LEGEND 3-COAT CEMENT PLASTER SYSTEM, MATCH EXISTING. CMU BLOCK, REFER TO KEYNOTES FOR EXISTING VS. NEW. PERFORATED METAL SCREEN WITH GRAPHIC INCORPORATED INTO DESIGN, IMAGE TBD BY ARCHITECT. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EXTERIOR ELEVATIONS - BLDG B A3.02 MD MONROE ST. POOL REPLACEMENT EXTERIOR ELEVATIONS - BLDG B KEYNOTE LEGEND 03.03 NEW CMU WALLS TO MATCH EXISTING CMU CONSTRUCTION 04.02 MASONRY CONTROL JOINT, TYP. 05.03 NEW MECHANICAL SCREEN SYSTEM 22.05 NEW HI-LOW ACCESSIBLE DRINKING FOUNTAIN/ BOTTLE FILLING STATION 1/8" = 1'-0" A3.02 05ELEVATION - NORTH 1/8" = 1'-0" A3.02 11ELEVATION - SOUTH 1/8" = 1'-0" A3.02 04ELEVATION - WEST 1/8" = 1'-0" A3.02 12ELEVATION - EAST 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A B C D04 A3.11 A3.20 14 A3.23 11 05 A3.11 07 A3.21 LOBBY 01 CIRCULATION 01A ADMIN 07 OFFICE 07A TOP OF BLOCK EAST - BLDG A 10'-6" 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" B C D04 A3.11 A3.20 04 A3.20 11 09 A3.11 A3.20 08 WOMEN'S RESTROOM 09 WOMEN'S CHANGING/ LOCKERS 10 FIRST AID 16 TOP OF BLOCK EAST - BLDG A 10'-6" 01 - FLOOR 0'-0" 1 TOP OF BLOCK WING WALLS - BLDG A 17'-2" 06 A3.11 13 A3.11 2 3 4 A3.24 2 01 - 207.93 -0'-4 5/8" WOMEN'S RESTROOM 09 EXTERIOR STORAGE 18 CORRIDOR 08 ADMIN 07 STAFF SHOWER 03B STAFF RR 03A MEN'S RESTROOM 04 TOP OF BLOCK EAST - BLDG A 10'-6" A3.22 11 Sim 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 06 A3.11 23 A3.21 04 A3.21 11 LOBBY 01 TOP OF BLOCK EAST - BLDG A 10'-6" 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 13 A3.11 A3.22 04 A3.24 1 FIRST AID 16 EQUIPMENT STORAGE 17 EXTERIOR STORAGE 18 TOP OF BLOCK EAST - BLDG A 10'-6" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 BUILDING SECTIONS BLDG A A3.11 MD MONROE ST. POOL REPLACEMENT BUILDING SECTIONS BLDG A 1/8" = 1'-0" A3.11 06EAST-WEST SECTION - BUILDING A 1/8" = 1'-0" A3.11 13EAST-WEST SECTION 2 - BUILDING A 1/8" = 1'-0" A3.11 04NORTH-SOUTH SECTION - BUILDING A 1/8" = 1'-0" A3.11 05NORTH-SOUTH SECTION - BLDG A LOBBY 1/8" = 1'-0" A3.11 09NORTH-SOUTH SECTION - BLDG A STORAGE F E05 A3.12 TOP BLDG B 13'-0" 04 A3.12 A3.26 05A3.26 14 A3.26 11 01 - 207.93 -0'-4 5/8" CORRIDOR/ LOCKERS 20 ELECTRICAL 21 5 6 706 A3.12 13 A3.12 TOP BLDG B 13'-0" 12 A3.12 01 - 206.30 - BLDG B -2'-2 3/8" 01 - 207.93 -0'-4 5/8" A3.26 04FAMILY RESTROOM/ SHOWER 20E CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20B POOL PUMP ROOM 22 F E05 A3.12 TOP BLDG B 13'-0" 04 A3.12 01 - 207.93 -0'-4 5/8" ELECTRICAL 21 FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20A 5 6 706 A3.12 13 A3.12 TOP BLDG B 13'-0" 11 A3.12 12 A3.12 8' - 0 " 01 - 206.30 - BLDG B -2'-2 3/8" 01 - 207.93 -0'-4 5/8" 8'- 6 " FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20D POOL PUMP ROOM 22 F E 05 A3.12 TOP BLDG B 13'-0" 04 A3.12A3.27 11 A3.27 04 01 - 206.30 - BLDG B -2'-2 3/8" POOL PUMP ROOM 22 FE05 A3.12 TOP BLDG B 13'-0" 04 A3.12 01 - 206.30 - BLDG B -2'-2 3/8" CHEMICAL ROOM 25 CHEMICAL ROOM 24 POOL PUMP ROOM 22 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 BUILDING SECTIONS BLDG B A3.12 MD MONROE ST. POOL REPLACEMENT BUILDING SECTIONS BLDG B 1/8" = 1'-0" A3.12 06WEST-EAST SECTION - BUILDING B 1/8" = 1'-0" A3.12 05NORTH-SOUTH SECTION - BUILDING B 1/8" = 1'-0" A3.12 13WEST-EAST SECTION 2 - BUILDING B 1/8" = 1'-0" A3.12 04NORTH-SOUTH SECTION 2 - BUILDING B 1/8" = 1'-0" A3.12 12WEST-EAST SECTION 3 - BUILDING B 1/8" = 1'-0" A3.12 11EAST-WEST SECTION - BUILDING B 01 - FLOOR 0'-0" D A8.14 08 A8.14 03 A8.12 08 A8.12 10 03.01 03.03 07.03 05.04 08.02 FIRST AID 16 TOP OF BLOCK EAST - BLDG A 10'-6" A8.22 05 A8.22 06 2'- 8 " 4 ' - 8 " 2 " 3' - 0 " A8.13 02 GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPES 01 - FLOOR 0'-0" B 03.01 04.01 07.03 02.45 WOMEN'S RESTROOM 09 A8.22 14 TOP OF BLOCK EAST - BLDG A 10'-6" SIM. OPP. 05.03 (V . I . F . ) +/ - 3 ' - 9 " 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" C 03.0103.01 04.01 03.03 07.03 02.45 07.03 FIRST AID 16 WOMEN'S CHANGING/ LOCKERS 10 A8.22 14 TOP OF BLOCK EAST - BLDG A 10'-6" 05.03 (V . I . F . ) +/ - 4 ' - 4 1 / 4 " A8.22 06 A8.22 05 A8.13 02 SIM. OPP. 07.05 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" A 8'- 6 " A8.12 16 A8.12 15 A8.13 11 A8.22 02 02.31 02.44 08.06 05.09 LOBBY 01 05.04 02.45 4' - 0 " EXISTING HEAVY TIMBER BEAM ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.20 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS KEYNOTE LEGEND 02.31 EXISTING CONCRETE SLAB ON GRADE 02.44 EXISTING CMU 02.45 EXISTING ROOF STRUCTURE 03.01 NEW CONCRETE SLAB PER STRUCTURAL 03.03 NEW CMU WALLS TO MATCH EXISTING CMU CONSTRUCTION 04.01 EXISTING CMU, CLEANED, PATCHED, AND PAINTED 05.03 NEW MECHANICAL SCREEN SYSTEM 05.04 PERFORATED METAL SCREEN WITH GRAPHIC INCORPORATED INTO DESIGN, IMAGE TBD BY ARCHITECT. 05.09 STEEL FRAMED, COMPOSITE ALUMINUM PANEL ENTRY PORTAL 07.03 SINGLE PLY ROOFING SYSTEM 07.05 ROOF TO WALL JOINT TRANSITION. FULL LENGTH OF WALL AT NEW ADDITION. CONSTRUCTION SPECIALTIES SC-800 JOINT. SEE 04/A8.21. 08.02 NEW HM WINDOW IN NEW CMU WALL 08.06 NEW STOREFRONT GLAZING 1" = 1'-0" A3.20 04WALL SECTION THROUGH NEW ADDITON - BUILDING A 1" = 1'-0" A3.20 11WALL SECTION THROUGH BUILDING A RESTROOM 1" = 1'-0" A3.20 08WALL SECTION THROUGH NEW ADDITION & EXISTING - BUILDING A 1" = 1'-0" A3.20 14EAST-WEST SECTION - BUILDING A GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPES 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 2 A8.14 11 A8.12 10 A8.12 09 A8.12 08 A8.22 02 LOBBY 01 02.43 08.06 05.04 EXISTING HEAVY TIMBER BEAM BEYOND A8.22 02 SIM. SIM. 06.01 07.0307.03 A8.12 06 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 3 A8.12 08 A8.12 09 A8.12 10 SIM. OPP. SIM. OPP. SIM. OPP.02.31 05.04 A8.22 02 LOBBY 01 A8.12 10 EXISTING HEAVY TIMBER BEAM BEYOND 4' - 0 " 9 " 8 ' - 1 0 " 3 " SIM. SIM. A8.22 02 SIM. 02.4507.0306.01 07.03 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 2 A8.12 08 A8.12 09 A8.12 10 05.04 02.45 07.03 04.01 A8.22 03 A8.22 02 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.21 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS KEYNOTE LEGEND 02.31 EXISTING CONCRETE SLAB ON GRADE 02.43 EXISTING CONCRETE SLAB 02.45 EXISTING ROOF STRUCTURE 04.01 EXISTING CMU, CLEANED, PATCHED, AND PAINTED 05.04 PERFORATED METAL SCREEN WITH GRAPHIC INCORPORATED INTO DESIGN, IMAGE TBD BY ARCHITECT. 06.01 WOOD FRAMING; SEE STRUCTURAL DET. 8/S6.81 07.03 SINGLE PLY ROOFING SYSTEM 08.06 NEW STOREFRONT GLAZING 1" = 1'-0" A3.21 04WALL SECTION THROUGH LOBBY - BUILDING A 1" = 1'-0" A3.21 11WALL SECTION THROUGH LOBBY 3 - BUILDING A 1" = 1'-0" A3.21 07WALL SECTION THROUGH LOBBY 2 - BUILDING A GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPES 01 - FLOOR 0'-0" A8.14 03 A8.14 08 03.01 03.03 07.03 07.03 FIRST AID 16 TOP OF BLOCK EAST - BLDG A 10'-6" 3'- 2 " 4 ' - 8 " 2 ' - 8 " A8.22 06 A8.22 05 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 01 - 207.93 -0'-4 5/8" 02.31 03.01 04.01 MULTI PURPOSE ROOM 14 OPP. A9.11 1 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.22 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS KEYNOTE LEGEND 02.31 EXISTING CONCRETE SLAB ON GRADE 03.01 NEW CONCRETE SLAB PER STRUCTURAL 03.03 NEW CMU WALLS TO MATCH EXISTING CMU CONSTRUCTION 04.01 EXISTING CMU, CLEANED, PATCHED, AND PAINTED 07.03 SINGLE PLY ROOFING SYSTEM 1" = 1'-0" A3.22 04WALL SECTION THROUGH NEW ADDITION - BUILDING A 1" = 1'-0" A3.22 11WALL SECTION THROUGH MPR - BUILDING A GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPES 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" D 0' - 4 " A8.12 08 A8.12 10 05.06 TOP OF BLOCK EAST - BLDG A 10'-6" 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" C D A8.12 08 A8.12 10 TOP OF BLOCK EAST - BLDG A 10'-6" 07.03 05.03 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" C 03.01 04.01 05.06 07.03 02.45 TOP OF BLOCK EAST - BLDG A 10'-6" 07.03 05.03 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.23 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS KEYNOTE LEGEND 02.45 EXISTING ROOF STRUCTURE 03.01 NEW CONCRETE SLAB PER STRUCTURAL 04.01 EXISTING CMU, CLEANED, PATCHED, AND PAINTED 05.03 NEW MECHANICAL SCREEN SYSTEM 05.06 STEEL FRAMED OVERHANG/ SUNSHADE 07.03 SINGLE PLY ROOFING SYSTEM 1" = 1'-0" A3.23 11EAST-WEST SECTION - BUILDING A - Callout 2 1" = 1'-0" A3.23 04Section 111" = 1'-0" A3.23 14Section 10 GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPES 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 EQUIPMENT STORAGE 1703.03 03.01 07.03 TOP OF BLOCK EAST - BLDG A 10'-6" 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 1 WOMEN'S RESTROOM 09 EXTERIOR STORAGE 18 03.01 03.03 04.01 02.4507.03 TOP OF BLOCK EAST - BLDG A 10'-6" 9' - 1 0 " 10.05 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.24 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS KEYNOTE LEGEND 02.45 EXISTING ROOF STRUCTURE 03.01 NEW CONCRETE SLAB PER STRUCTURAL 03.03 NEW CMU WALLS TO MATCH EXISTING CMU CONSTRUCTION 04.01 EXISTING CMU, CLEANED, PATCHED, AND PAINTED 07.03 SINGLE PLY ROOFING SYSTEM 10.05 SHADE STRUCTURE: SEE SHADE CONSULTANT SHEETS. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL. 1/2" = 1'-0" A3.24 1WALL SECTION THROUGH NEW OPEN AIR STORAGE - BUILDING A1/2" = 1'-0" A3.24 2WALL SECTION THROUGH NEW OPEN AIR STORAGE 2 - BUILDING A GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPESTOP OF BLOCK - BLDG A 9'-10" E TOP BLDG B 13'-0" 01 - 207.93 -0'-4 5/8" 03.01 03.03 05.03 07.03 ELECTRICAL 21 TOP OF BLOCK EAST - BLDG A 10'-6" A8.22 15 F TOP BLDG B 13'-0" 01 - 207.93 -0'-4 5/8" A8.14 06 A8.14 15 CORRIDOR/ LOCKERS 20 03.01 05.03 07.03 TOP OF BLOCK EAST - BLDG A 10'-6" A8.22 15 OPP. TOP OF BLOCK - BLDG A 9'-10" 01 - 207.93 -0'-4 5/8" 03.01 07.03 CORRIDOR/ LOCKERS 20 TOP OF BLOCK EAST - BLDG A 10'-6" 01 - FLOOR 0'-0" TOP OF BLOCK - BLDG A 9'-10" 01 - 206.30 - BLDG B -2'-2 3/8" 01 - 207.93 -0'-4 5/8" POOL PUMP ROOM 22 TOP OF BLOCK EAST - BLDG A 10'-6" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.26 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS KEYNOTE LEGEND 03.01 NEW CONCRETE SLAB PER STRUCTURAL 03.03 NEW CMU WALLS TO MATCH EXISTING CMU CONSTRUCTION 05.03 NEW MECHANICAL SCREEN SYSTEM 07.03 SINGLE PLY ROOFING SYSTEM 1" = 1'-0" A3.26 05WALL SECTION THROUGH WEST-EAST - BUILDING B 1" = 1'-0" A3.26 14WEST-EAST SECTION - BUILDING B - Callout 2 1" = 1'-0" A3.26 11WALL SECTION THROUGH LOCKERS - BUILDING B 1" = 1'-0" A3.26 04NORTH-SOUTH SECTION - BUILDING B - Callout 3 GENERAL NOTES 1. REFER TO FLOOR PLANS FOR OPENING DIMENSIONS AND LOCATIONS. 2. FOR VERTICAL CMU CONTROL & EXPANSION JOINT DETAILS, REF: 15/A8.13 3. STOREFRONT, AND DOOR FINISH TYPES AND COLORS PER OPENING TYPE SHEETS AND DOOR SCHEDULE AND. 4. PAINT ALL ELECTRICAL AND TECHNOLOGY DEVICES TO MATCH COLOR OF ADJACENT SURFACES. DO NOT PAINT FIRE ALARM DEVICES AND RECESSED HOSE BIBBS. 5. FOR EXTERIOR WALL PIPE PENETRATIONS AT CMU WALLS, SEE 04/A8.13. 6. SEE A9.0X SERIES FOR WALL TYPES F TOP BLDG B 13'-0" 01 - 206.30 - BLDG B -2'-2 3/8" A8.22 15 POOL PUMP ROOM 22 TOP OF BLOCK EAST - BLDG A 10'-6" 01 - 206.30 - BLDG B -2'-2 3/8" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WALL SECTIONS A3.27 MD MONROE ST. POOL REPLACEMENT WALL SECTIONS 3/4" = 1'-0" A3.27 11Section 8 - Callout 1 1" = 1'-0" A3.27 04Section 8 - Callout 2 WP LED LEDLEDLEDLEDLEDLEDLED T FC A 1-1 MZ-3 D C WP W P T FC A 2-1 J J SZ-1BSZ-1B D 30" X 48" CLR. FLR. SPACE MOSOS LEDLED LED LEDLEDLED LED LEDLEDLED LED LEDLEDLED LED LEDLEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDJ MA X . 2' - 1 0 " 2' - 2 " 2' - 2 " T4 PL-1 B1 12.04 F.E. (3) EQ. 33 155 36 24 302 28 14 26 33 101 14 24 CLR. 16" PL-1 33 101 18 24 22.00 QTZ-2 P1 B1 06.01 16 A9.21 23.04 13 A9.31 C 3 A4.01 04 08 SA6 SF0 SB6 SB6 STAFF LOUNGE 03 LVT 1 B1 P1 P2 2' - 0 " LO C K E R S A 2 B 3 A4.0105 14 A4.05 LVT 1 LOBBY 01 B1 P1 A8.12 14 5'-0" 101 4' - 0 " C L R . 9'-1" 2' - 0 " AL I G N 4'-10" A 2 B 3 9' - 0" ACT-1 8' - 6" GYP-1 P1 LOBBY 01 16 A9.21 16 A9.21 8' - 6" GYP-111 A9.21 TYP. 26.03 P2 OPEN TO BEYOND P2 23 A9.32 QTZ-1 24 A9.32 QTZ-13' - 5 " 2'- 6 " FINISHED EDGE QTZ-1 FINISHED EDGE QTZ-1 QTZ-1 QTZ-1 WALL GRAPHIC B11'-0" WC-1 LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED PLANS & INTERIOR ELEVATIONS A4.01 MD MONROE ST. POOL REPLACEMENT ENLARGED PLANS & INTERIOR ELEVATIONS KEYNOTE LEGEND 06.01 WOOD FRAMING; SEE STRUCTURAL DET. 8/S6.81 12.04 UNDER COUNTER REFRIGERATOR, OFOI 22.00 DIVISION 22: PLUMBING 23.04 MECHANICAL EQUIPMENT, PER MECHANICAL DRAWINGS 26.03 RECESSED LINEAR LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 1/4" = 1'-0" A4.01 04STAFF LOUNGE KITCHEN1/4" = 1'-0" A4.01 08INT ELEVATION - STAFF LOUNGE STORAGE 1/4" = 1'-0" A4.01 06ENLARGED FLOOR PLAN 1- BLDG A 1/4" = 1'-0" A4.01 13ENLARGED FLOOR PLAN 2 - BLDG A 1/4" = 1'-0" A4.01 19ENLARGED RCP 2 - BLDG A 1/4" = 1'-0" A4.01 14LOBBY RECEPTION 1/4" = 1'-0" A4.01 05LOBBY WALL GRAPHIC 1 2nd PLAN CHECK SUBMITTAL 04/24/24 WP LE D LE D LE D LE D LE D LE D LE D T FC A 1 -3 J J MZ-3 LED LEDLED LED LEDLEDLEDLEDLE D WP LE D LE D LE D LE D LE D SZ -1B MZ - 3 BC 4 A4.02 09 SG2 SN6 SF0 SF0 MULTI PURPOSE ROOM 14 LVT 1 B1 P1 ELEC. 14A CONC-1 P211 A3.22 5'-6"5'-7" 1' - 3 " 2' - 1 0 " 2' - 1 1 " 2'- 2 " QTZ-2QTZ-2 PL-1 PL-1302 27 14 26 12.04 33 155 30 24 33 101 15 24 33 102 24 24 CD A4.02 08 FIRST AID 16 LVT 1 B1 P1 P3 2' - 1 0 " 1'- 8 " 2' - 2 " PL-1 QTZ-2QTZ-2 PL-1 P1 23.02 33 155 30 24 33 101 15 24 33 101 15 24 302 30 14 26 LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED PLANS & INTERIOR ELEVATIONS A4.02 MD MONROE ST. POOL REPLACEMENT ENLARGED PLANS & INTERIOR ELEVATIONS KEYNOTE LEGEND 12.04 UNDER COUNTER REFRIGERATOR, OFOI 23.02 MECHANICAL DUCTING, PER MECHANICAL DRAWINGS 1/4" = 1'-0" A4.02 06ENLARGED FLOOR PLAN 4 - BLDG A 1/4" = 1'-0" A4.02 09INT ELEVATION - MPR KITCHEN 1/4" = 1'-0" A4.02 05ENLARGED FLOOR PLAN 3 - BLDG A 1/4" = 1'-0" A4.02 08INT ELEVATION - FIRST AID SINK LE D J K D SZ-1B LED LEDLED LED LEDLEDLEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D M OS OS OS M OS OS OS LED LEDLED LED LEDLEDLEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D M LE D LE D LE D LE D LE D LE D LE D RD C L BC A4.03 05 A4.03 16 15 12 19 A4.0314 08 11 04 09 SE4 SG4 SB6 SB6 SB6 SA6 SA6 SE4 SB6 MEN'S RESTROOM 04 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 CORRIDOR 02 STORAGE 04AT1T5 3'- 0 " 3'- 0 " 3'- 0 " 5' - 1 " 1'- 1 1 " 4' - 1 0 " 10 " 7' - 8 " 9' - 2 " 1'-0" 3'-5" 3'-5" 5'-3" 13'-3" 1'-8" 7' - 1 0 " 3 ' - 5 " 3 ' - 5 " 7 ' - 6 " 13 ' - 4 " 3 ' - 6 " 4'-3" 2'-6" 2'-5" 5'-11" 5'-0" 4'-2" 1'-11" 3' - 1 " 3 ' - 0 " 3 ' - 2 " 2 ' - 1 1 " BC 8' - 6" GYP-2 6' - 6" GYP-2 P1 MEN'S RESTROOM 04 8' - 6" GYP-1 P1 MEN'S SHOWER 06 STORAGE 04A MEN'S CHANGING/ LOCKERS 05 8' - 6" GYP-2 11 A9.21 11 A9.21 T4 T5 13 A9.31 10 A9.41 4" T5T3 T4 T4 T4 QTZ-1 QQ 1' - 6 " 4" 4 ' - 0 " T5 T4 T3 T4 4'- 0 " 4 " QQ QQQQ SH-2 SH-1 SH-1 T3 RR T5 T4 T4 T3 4" 4 ' - 0 " T4 QTZ-1 10 A9.41 QQSH-1 OPEN TO BEYOND T4 T3 T5 QQT4 T3 T5 SH-1 QQ QQ 4' - 0 " 4 " QQQQSS SH-1SH-1 T5T5 ? T4 LL 17 A9.42 2'- 1 0 " 40 " M A X . OPEN TO BEYOND LL LL TYP. 26.08 T4T3 T5 PP 22 " 17 " U-1 U-2 U-2 PPII AA 11 A9.21 T4 T5 II AA CC T3 T4 T5 SS23.02 4" 4'- 0 " T4 T5 OPEN TO BEYOND U-2 LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED RESTROOM PLANS & ELEVATIONS A4.03 MD MONROE ST. POOL REPLACEMENT ENLARGED RESTROOM PLANS & ELEVATIONS 1/4" = 1'-0" A4.03 06MEN'S RESTROOM ENLARGED FLOOR PLAN - BLDG A 1/4" = 1'-0" A4.03 10MEN'S RESTROOM RCP - BLDG A 1/4" = 1'-0" A4.03 05MEN'S LOCKERS 1/4" = 1'-0" A4.03 16MEN'S SHOWER NORTH1/4" = 1'-0" A4.03 19MEN'S SHOWER EAST 1/4" = 1'-0" A4.03 12MEN'S SHOWER SOUTH1/4" = 1'-0" A4.03 15MEN'S SHOWER WEST 1/4" = 1'-0" A4.03 14MEN'S RESTROOM SINK 1/4" = 1'-0" A4.03 08MEN'S RESTROOM 1/4" = 1'-0" A4.03 04MEN'S ADA STALL 1/4" = 1'-0" A4.03 09MEN'S CHANGING AREA 1/4" = 1'-0" A4.03 11MEN'S RESTROOM EXIT KEYNOTE LEGEND 23.02 MECHANICAL DUCTING, PER MECHANICAL DRAWINGS 26.08 SURFACE MOUNTED LINEAR WALL WASH LIGHT FIXTURE, PER ELECTRICAL DRAWINGS LED LEDLEDLEDLED D K SZ - 1 B LED LEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D WPLEDLEDLEDLEDLED OS OS OS MWP OS OS OS LED LEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D M LE D LE D LE D LE D LE D LE D LE D RD C L 1 BC A4.0404 A4.04 12 A4.04 08 11 14 17 05 09 SB6 SG4 SE4 SB6 SA6 SA6 SE4 SG4 WOMEN'S CHANGING/ LOCKERS 10 STORAGE 09A WOMEN'S SHOWER 11 WOMEN'S RESTROOM 09 CORRIDOR 08 T1 T5 SB6 SB6 SG4 SE4 SB4 SB4 SB4 SB6 SB6 A4.03 05 Sim 104 104A 5'- 1 " 3' - 0 " 3' - 0 " 3' - 0 " 1' - 1 1 " 1'-3" 3'-5" 3'-5" 5'-1" 13'-5" 1'-4" 4' - 1 0 " 1 0 " 7 ' - 8 " 9 ' - 2 " 6'-4" 4'-3" 4'-11" 5'-6" 5'-2" 1'-4" 4'-6" 3'- 5 " 4 ' - 2 " 3 ' - 5 " 3 ' - 5 " 7 ' - 1 0 " 3' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 7 " 4 ' - 1 0 " 3'- 9 " 1 BC 8' - 6" GYP-2 6' - 6" GYP-2 8' - 6" GYP-1 WOMEN'S RESTROOM 09 WOMEN'S CHANGING/ LOCKERS 10 02.19 26.05 11 A9.21 8' - 6" GYP-2 STORAGE 09A T4 T5 QTZ-2 17 A9.42 PL-2 T3 T3 LL TYP. 26.08 3' - 4 " 2' - 1 0 " 4" 11 A9.21 L-1 LL LL T4 T4 T4 T5T5 II AA T4 4" 4 ' - 0 " T3 T5 AA T4 T3T5CC T4 T3T5 RR SH-2SH-1 SH-1 T4 T5 SH-1 QQ T3 T4 QQQQQQ SH-1SH-1 T3 T4 T5 T4 T3T5 QQ LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED RESTROOM PLANS & ELEVATIONS A4.04 MD MONROE ST. POOL REPLACEMENT ENLARGED RESTROOM PLANS & ELEVATIONS 1/4" = 1'-0" A4.04 06ENLARGED FLOOR PLAN - WOMENS RESTROOM - BLDG A 1/4" = 1'-0" A4.04 13ENLARGED RCP - WOMEN'S RESTROOM - BLDG A 1/4" = 1'-0" A4.04 04WOMEN'S RESTROOM SINKS1/4" = 1'-0" A4.04 08TYPICAL STALL1/4" = 1'-0" A4.04 11WOMEN'S RESTROOM STALLS1/4" = 1'-0" A4.04 14WOMEN'S RESTROOM ADA STALL 1/4" = 1'-0" A4.04 12WOMEN'S SHOWER SOUTH 1/4" = 1'-0" A4.04 17WOMEN'S SHOWER WEST 1/4" = 1'-0" A4.04 05WOMEN'S CHANGING ROOMS1/4" = 1'-0" A4.04 09WOMEN'S CHANGING AREA KEYNOTE LEGEND 02.19 EXISTING SKYLIGHT TO REMAIN, PROTECT IN PLACE 26.05 LED TAPE, PER ELECTRICAL DRAWINGS 26.08 SURFACE MOUNTED LINEAR WALL WASH LIGHT FIXTURE, PER ELECTRICAL DRAWINGS D D M M WP M OS OS T5 AA T5 3'- 4 " LL 26.08 AA T4 T5 T4 L-2 A4.0515 05 09 12 A4.0514 04 08 11 T1 T1 STAFF SHOWER 03B STAFF RR 03A QTZ-1 7' - 6 " 3 ' - 3 " 5 ' - 6 " 1' - 6 " 11" 3'-10" 3'-1" 6'-10" 1'-0" T5 T4 T4 T3 T5QQ T4 T5 1' - 6 " T4 QTZ-110 A9.41 SH-1 RR 4' - 0 " 4 " T3 T4 T5 8' - 0" GYP-2 8' - 0" GYP-2 P1 P1 16 A9.21 11 A9.21 LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED RESTROOM PLANS & ELEVATIONS A4.05 MD MONROE ST. POOL REPLACEMENT ENLARGED RESTROOM PLANS & ELEVATIONS 1/4" = 1'-0" A4.05 15INT ELEVATION - STAFF RR WEST 1/4" = 1'-0" A4.05 05INT ELEVATION - STAFF RR NORTH 1/4" = 1'-0" A4.05 09INT ELEVATION - STAFF RR EAST 1/4" = 1'-0" A4.05 12INT ELEVATION - STAFF RR SOUTH 1/4" = 1'-0" A4.05 06ENLARGED FLOOR PLAN - STAFF - BLDG A 1/4" = 1'-0" A4.05 14INT ELEVATION - STAFF SHOWER WEST 1/4" = 1'-0" A4.05 04INT ELEVATION - STAFF SHOWER NORTH 1/4" = 1'-0" A4.05 08INT ELEVATION - STAFF SHOWER EAST 1/4" = 1'-0" A4.05 11INT ELEVATION - STAFF SHOWER SOUTH 1/4" = 1'-0" A4.05 10ENLARGED RCP - STAFF - BLDG A KEYNOTE LEGEND 26.08 SURFACE MOUNTED LINEAR WALL WASH LIGHT FIXTURE, PER ELECTRICAL DRAWINGS DD D D D D SZ-1B J D D D RD C L OS OS WP WP M J 5 6 F A4.06 05 08 11 A4.0604 A4.0616 18 14 17 07 10 13 SA4 SG6 SE4 SE4 SB4 SE4 SN6 SG6 SA4CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D STORAGE 19 ELECTRICAL 21 FAMILY RESTROOM/ SHOWER 20A T1 T1 T1 T1 T1 T1 T2 A4.07 04 13 10 07 SA4 SB4 SB4 SA4 SA4 FAMILY RESTROOM/ SHOWER 20E INT ELEV: OPP. RM 20B INT ELEV: OPP. RM 20E SA4 114E SA4 SA4SA4 3'-0" QTZ-1 6'-1"3'-3"6'-10" 6'-1"3'-3" 1'- 3 " 3 ' - 1 " 5 ' - 5 " 6 ' - 3 " 5 ' - 1 " 3 ' - 5 " 1 ' - 7 " 4'-3" 3'-3" 3'-3" 3'-5" 4'-3" 3'-3" 3'-3" 3'-5" 7'-0" 3'-10" 1'- 3 " 2 ' - 1 " 3 ' - 5 " 3 ' - 0 " 4 ' - 9 " 1 ' - 6 " 1'-10" 10.07 10.07 12.01 05.01 TYP. 12.06 5 6 F 8' - 6" GYP-2 8' - 6" GYP-2 8' - 6" GYP-2 8' - 6" GYP-2 8' - 6" GYP-2 8' - 6" GYP-2 P1 P1 P1 P1 P1 P1 6' - 2" GYP-2 T5 10.06 13 A9.31 T5 2'- 6 " 1' - 6 " 3'-0" 10.07 TYP. 10.06 10 A9.41 QTZ-1 4'-6" T5 AA T4 CC 2' - 6 " 10.07 T4 T5 T3 RR 4'- 0 " 4 " T5 RR LL 3' - 4 " T3 T4 4" 4 ' - 0 " 26.08 T4 T4 T5T5 4" 4 ' - 0 " SH-2QQ T3 T4 T4 T5 T4 QQ 4' - 0 " 4 " T5 3' - 4 " 26.08QQ LL T4 T4 T5 LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED RESTROOM PLANS & ELEVATIONS A4.06 MD MONROE ST. POOL REPLACEMENT ENLARGED RESTROOM PLANS & ELEVATIONS 1/4" = 1'-0" A4.06 06ENLARGED FLOOR PLAN - FAMILY RESTOOMS - BLDG B 1/4" = 1'-0" A4.06 12ENLARGED RCP - FAMILY RESTOOMS - BLDG B 1/4" = 1'-0" A4.06 05FAMILY RESTROOMS NORTH1/4" = 1'-0" A4.06 08EAST LOCKERS1/4" = 1'-0" A4.06 11FAMILY RESTROOMS SOUTH 1/4" = 1'-0" A4.06 04FAMILY RR 20C WEST1/4" = 1'-0" A4.06 07FAMILY RR 20C NORTH1/4" = 1'-0" A4.06 10FAMILY RR 20C EAST1/4" = 1'-0" A4.06 13FAMILY RR 20C SOUTH1/4" = 1'-0" A4.06 16FAMILY RR 20B WEST 1/4" = 1'-0" A4.06 18FAMILY RR 20B NORTH 1/4" = 1'-0" A4.06 14FAMILY RR 20B EAST1/4" = 1'-0" A4.06 17FAMILY RR 20B SOUTH KEYNOTE LEGEND 05.01 NEW ROOF ACCESS LADDER, 13/A8.22 10.06 SIGNAGE 10.07 CHANGING TABLE, MOUNTING PER G0.32 12.01 NEW BENCH 12.06 ACCESSIBLE SHOWER BENCH 26.08 SURFACE MOUNTED LINEAR WALL WASH LIGHT FIXTURE, PER ELECTRICAL DRAWINGS ACCESSIBLE LOCKERS LEGEND SA2U WALL TYPE.LETTER INDICATES WALL TYPE. SEE A9.01. STUD SIZE.NUMBER INDICATES STUD SIZE. SEE A9.01. REFER TO S0.91 FOR INTERIOR STUD WALL SCHEDULE LINE OF ELEMENT ABOVE HATCH INDICATES NEW BUILT-IN CASEWORK GENERAL NOTES 301 36 33 24 CABINET DESIGN SERIES NUMBERING SYSTEM PER ARCHITECTURAL WOODWORK STANDARDS AWI CASEWORK NUMBER CABINET WIDTH CABINET HEIGHT CABINET DEPTH ALIGN FINISHES XX FINISH TAG REF: A6.31 FINISH SCHEDULE EQUIPMENT TAG1i 1. FOR FINISH & RESTROOM ACCESSORY SCHEDULES REF: A6.31 2. FOR TYPICAL WALL BASE DETAILS REF: 07/A9.12 3. ALL PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE. 4. FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS, REF: G0.32 5. PROVIDE 5/8" TYPE "X" WATER RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS NOT RECEIVING TILE. PAINT PER FINISH PLANS 6. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL TILED WALLS, TYP. 7. PROVIDE LOCALIZED SLAB DEPRESSION AT FLOOR DRAINS, REF: 7/A9.41 8. TYPICAL PAINT AT RESTROOMS TO BE "SEMI-GLOSS" FINISH. 9. REFER TO MANUFACTURER'S TOILET ACCESSORY INSTALLATION AND OTHER MOUNTING INSTRUCTIONS AND PROVIDE WALL BACKING AND OTHER REQUIRED SUPPORT AS INDICATED. 10. REFER TO DETAIL 04/G0.32 FOR ACCESSIBLE STALL INFORMATION. AT ACCESSIBLE STALLS: TOILET PARTITION DOOR WIDTHS ARE TO BE 36" (34" MIN. CLEAR REG'D) PARTITION STILE WIDTH SHALL NOT EXCEED 4". FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL SPACE. 11. FOR SIGNAGE DETAILS, SEE SHEET A10.01 12. ANY FURNITURE PROVIDED BY OWNER SHALL SHOW 5% OF SEATING WITH WHEELCHAIR ACCESS COMPLYING WITH CBC 11B-802.1. GYP-1 FRAMED GYPSUM BOARD CEILING SEE DETAILS ON SHEET A-- ACT-1 2'X4' ACOUSTIC CEILING TILE DUNE TEGUALR, 9/16" SILHOUETTE GRID SEE DETAIL ---- GYP-3 FRAMED MOISTURE-RESISTANT GYP BD CEILING, SEE DETAILS ON SHEET A---- CEILING TYPEX X'-X"CEILING HEIGHT, SEE PLAN FINISHED EDGEF.E. INDICATED ACCESSIBLE LOCKER METAL STUD WALL CONSTRUCTION 1 HOUR RATED METAL STUD WALL CONSTRUCTION CMU WALL CONSTRUCTION EXISTING STUD WALLS EXISTING CMU WALLS XX XX FLOOR FINISH BASE FINISH WALL FINISH *REFERENCE FINISH SCHEDULE ON SHEET A6.31 T5 T3 T4 T5 T4 T5 T4 3' - 4 " 26.08 LL T5 T4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED RESTROOM PLANS & ELEVATIONS A4.07 MD MONROE ST. POOL REPLACEMENT ENLARGED RESTROOM PLANS & ELEVATIONS KEYNOTE LEGEND 26.08 SURFACE MOUNTED LINEAR WALL WASH LIGHT FIXTURE, PER ELECTRICAL DRAWINGS 1/4" = 1'-0" A4.07 04INT ELEVATION - FAMILY RR 20E SOUTH 1/4" = 1'-0" A4.07 07INT ELEVATION - FAMILY RR 20E WEST 1/4" = 1'-0" A4.07 10INT ELEVATION - FAMILY RR 20E NORTH 1/4" = 1'-0" A4.07 13INT ELEVATION - FAMILY RR 20E EAST ABBREVIATIONS DOOR NOTES CORE GL = GLASS (T = TEMPERED) SC = SOLID CORE HC = HOLLOW CORE HCI = HOLLOW CORE INSULATED CLOSER OH = OVERHEAD FLR = FLOOR C-OH = CONCEALED OVERHEAD DOOR PANEL MATERIAL AL = ALUMINUM WD = WOOD HM = HOLLOW METAL DOOR FRAME FINISH PT = PAINT FF = FACTORY FINISH DOOR FRAME MATERIAL AL = ALUMINUM HM = HOLLOW METAL DOOR PANEL FINISH PT = PAINT (SEMI-GLOSS) FF = FACTORY FINISH PL = PLASTIC LAMINATE ST =STAIN GLASS FINISH FM = FILM ON DOOR & SIDELIGHT GLAZING DOOR TYPES REMARKS PH = PANIC HARDWARE HO = HOLD OPEN CR = CARD READER BG = BULLET-RESISTANT GLASS 1. DOOR OPENING HARDWARE IS MOUNTED 34”TO 44”ABOVE THE FINISH FLOOR PER CBC 11B-404.2.7. 2.DOOR HARDWARE ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND. CBC 11B-404.2.7 AND 11B-309.4. 3.DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 4. LOWER 10 INCH OF THE DOOR SURFACE IS PROVIDED WITH A SMOOTH SURFACE FOR THE FULL WIDTH OF THE DOOR, AT THE PUSH SIDE OF THE DOOR PER CBC 11B-404.2.10 5.DOOR THRESHOLDS TO HAEV MAX 1/4" THRESHOLD TRANSITION, OR 1/2" MAX TRANSITION WITH BEVELED EDGE, PER 6.DOORS WITH TWO PANELS, ONE PANEL PROVIDE A CLEAR 32” WIDTH PER CBC 11B-404.2. TYPE ATYPE B +7'-0" T.O. DOOR TYPE CTYPE DTYPE ETYPE F TT T 10 " EQ EQ 10 " LOUVER PER SCHEDULE ( WHERE OCCURS) EQ EQ 10 " EQ EQ 10 " EQ EQ 0'-6"1'- 0 " 1' - 0 " DOOR LITE ( WHERE OCCURS) AB O V E F . F . T Y P . 34 " - 4 4 " 43 " M A X 01/ A9.12 TYPE H LOUVER PER SCHEDULE ( WHERE OCCURS) DOOR LITE ( WHERE OCCURS) ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/4" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 DOOR SCHEDULES A6.11 MD MONROE ST. POOL REPLACEMENT DOOR SCHEDULES DOOR SCHEDULE DO O R N U M B E R DO O R T Y P E DETAILS DOOR SIZE DOOR PANEL DOOR FRAME REMARKSHE A D JA M B TH R E S H O L D WI D T H HE I G H T TH I C K N E S S MA T E R I A L FI N I S H MA T E R I A L FI N I S H HA R D W A R E G R O U P <vari es> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varie s> <varies> <varies> 101 A 6'-0" 8'-2" GL AL 05 CR, PANIC HDW, 102 B 2'-11 13/16" 6'-8" 0'-1 1/2" GL HM PT 11 3/4" UNDERCUT 103 B 3'-0" 6'-8" 0'-1 1/2" GL HM PT 11 3/4" UNDERCUT 104 E 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 14 26" x 26" METAL LOUVER, 50% OPEN 104A E 2'-8" 7'-0" 0'-1 1/2" HM PT HM PT 11 3/4" UNDERCUT 104B E 3'-0" 7'-0" 0'-1 1/2" HM HM 105 C 06/A8.14 12/A8.14 15/A8.14 3'-0" 6'-10" 0'-1 3/4" HM PT HM PT 02 26" x 26" METAL LOUVER, 50% OPEN. VIF EXISTING OPENING 106 C 06/A8.14 12/A8.14 15/A8.14 3'-0" 7'-2" 0'-1 3/4" HM PT HM PT 01 107 D 06/A8.14 12/A8.14 15/A8.14 5'-8" 7'-2" 0'-1 3/4" HM PT HM PT 04 20" x 10" METAL LOUVER EACH LEAF, 50% OPEN 108 E 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 14 26" x 26" METAL LOUVER, 50% OPEN 108A E 2'-8" 7'-0" 0'-1 1/2" HM PT HM PT 11 3/4" UNDERCUT 109 C 06/A8.14 12/A8.14 14/A8.14 3'-0" 6'-10" 0'-1 3/4" HM CLR HM PT 12 24" X 24" METAL LOUVER, 50% OPEN. VIF EXISTING OPENING 109A E 3'-0" 7'-0" 0'-1 1/2" HM CLR HM PT 13 3/4" UNDERCUT 110 C 06/A8.14 12/A8.14 15/A8.14 3'-0" 6'-10" 0'-1 3/4" HM PT HM PT 02 26" x 26" METAL LOUVER, 50% OPEN, VIF EXISTING OPENING 111 A 6'-0" 7'-0" 0'-1 3/4" GL AL CLR 06 VIF EXISTING OPENING 111A E 2'-8" 7'-0" 0'-1 1/2" WD CLR HM PT 10 112 C 06/A8.14 12/A8.14 15/A8.14 3'-0" 6'-10" 0'-1 3/4" HM PT HM PT 07 26" x 26" METAL LOUVER, 50% OPEN, VIF EXISTING OPENING 113 C 06/A8.14 12/A8.14 15/A8.14 3'-8" 7'-4" 0'-1 3/4" HM PT HM PT 03 24" x 24" METAL LOUVER, 50% OPEN 114 G11 06/A8.14 12/A8.14 15/A8.14 3'-2" 7'-4 1/2" 0'-1 3/4" PT PT 15 24" X 24" METAL LOUVER EACH LEAF, 50% OPEN. 8" DOOR LITE, EACH LEAF 114A F 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 09 20" x 10" METAL LOUVER, 30% OPEN 114B F 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 09 20" x 10" METAL LOUVER, 30% OPEN 114C F 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 09 20" x 10" METAL LOUVER, 30% OPEN 114D F 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 09 20" x 10" METAL LOUVER, 30% OPEN 114E F 3'-0" 7'-0" 0'-1 1/2" HM PT HM PT 09 20" x 10" METAL LOUVER, 30% OPEN 115 C 06/A8.14 12/A8.14 15/A8.14 3'-8" 7'-4" 0'-1 3/4" HM PT HM PT 03 24" X 24" METAL LOUVER, 50% OPEN 116 G8 06/A8.14 12/A8.14 15/A8.14 6'-0" 7'-2" 0'-1 3/4" HM PT HM PT 04 24" X 24" METAL LOUVER EACH LEAF, 50% OPEN 117 D 06/A8.14 12/A8.14 15/A8.14 4'-8" 7'-2" 0'-1 3/4" HM PT HM PT 04 20" x 10" METAL LOUVER EACH LEAF, 50% OPEN 118 D 06/A8.14 12/A8.14 15/A8.14 4'-8" 7'-2" 0'-1 3/4" HM PT HM PT 04 20" x 10" METAL LOUVER EACH LEAF, 50% OPEN 119 C 06/A8.14 12/A8.14 15/A8.14 3'-8" 7'-4" 0'-1 3/4" HM PT HM PT 08 26" x 26" METAL LOUVER, 50% OPEN 130 C 3'-0" 7'-2" 0'-1 3/4" 08 26" x 26" METALLOUVER, 50% OPEN DOUBLE IN AL STOREFRONT SINGLE IN AL FRAME/ SIDE LITE SINGLE HM IN CMUDOUBLE HM IN CMUSINGLE AL IN STUDSINGLE HM IN STUDSINGLE HM WITH LOUVER SIDE PANEL 01 - FLOOR 0'-0" 1A TTTT 8' - 6 " 01 - FLOOR 0'-0" TTT 2A 8' - 7 " (VERIFY) 8'-8" 01 - FLOOR 0'-0" 3A T EXISTING (V E R I F Y ) EX I S T I N G SPANDREL TOP OF BLOCK EAST - BLDG A 10'-6" 8' - 6 " SO L I D F R I T 6' - 0 " 50% FRIT 50% FRIT 01 - FLOOR 0'-0" 4A T 5'-4" 4' - 8 " 2'- 8 " 01 - FLOOR 0'-0" 5A 3' - 0 " 4' - 0 " 2'-8" 01 - FLOOR 0'-0" 5D 4' - 0 " 3' - 0 " 2'-8" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 3/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 OPENING TYPES A6.21 MD MONROE ST. POOL REPLACEMENT OPENING TYPES KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FINISH & EQUIPMENT SCHEDULES A6.31 MD MONROE ST. POOL REPLACEMENT FINISH & EQUIPMENT SCHEDULES FAB-1 SOLAR SHADE FABRIC MECHO SHADE 1550 SERIES / ECOVEIL / 1% OPEN 1563 GREY - - - SHADE DETAIL REF: 07 & 08/A9.31 SPECIALTY , QTZ-2 QUARTZ SOLID SURFACE ARIZONA TILE DELLA TERRA QUARTZ CONCRETE GREY STANDARD - " QTZ-1 QUARTZ SOLID SURFACE ARIZONA TILE DELLA TERRA QUARTZ AERIAL STANDARD - PL-2 PLASTIC LAMINATE WILSONART - - " PL-1 PLASTIC LAMINATE WILSONART LANDMARK WOOD 7981 - - CASEWORK T-6 TILE BASE DALTILE COLOR WHEEL / LINEAR ARCTIC WHITE 0190 SEMI-GLOSS 4"H COVE - ALIGN GROUT JOINTS WHERE POSSIBLE T-5 TILE BASE FRY REGLET DRMB-625-300 TBD - 4"H COVE - PROVIDE AN EXTRA LAYER OF GYP. BD. WHERE FIRE RATED WALLS OCCUR B-1 RUBBER BASE JOHNSONITE WALL BASE UMBER #63 - 4" H - REF: 07/A9.42 WALL BASE FRP FIBER REINFORCED PANEL MARLITE STANDARD FRP, CLASS A WHITE S100G - FULL HEIGHT - PROVIDE ALUMINUM TRIM AS NEEDED, SEE 20/A9.42 WC-1 WALL COVERING KOROSEAL KOROSEAL DIGITALLY PREINTED VINYL CUSTOM SEMI-GLOSS CUSTOM ADHERED SEE INTERIOR ELEVATIONS FOR EXTENTS T-4 WALL TILE DALTILE OUTLANDER MARINE RECTANGLE PALAZZO MATTE 2'X2' STACKED T-3 WALL TILE DALTILE OUTLANDER MARINE RECTANGLE GRANDE MATTE 2'X2' STACKED P-4 PAINT, ACCENT BEHR - True Copper EGGSHELL - - P-3 PAINT, ACCENT SHERWIN WILLIAMS -Billowy Breeze EGGSHELL - - P-2 PAINT, ACCENT SHERWIN WILLIAMS -Silken Peacock EGGSHELL - - P-1 PAINT, GENERAL SHERWIN WILLIAMS - SW 7008 ALABASTER EGGSHELL - - PROVIDE FLAT FINISH AT CEILINGS, EGGSHELL FINISH AT WALLS, SEMI-GLOSS AT DOOR FRAMES TYP. WALL FINISH CONC-1 POLISHED CONCRETE WESTCOAT SC-42 WB ACRYLIC SEALER MATCH EXTERIOR CONCRETE SEMI-POLISHED - - T-2 FLOOR TILE DALTILE VOLUME 1.0 STEREO GREY - 6"X6" STAGGARD T-1 FLOOR TILE DALTILE VOLUME 1.0 DEGREES SILVER - MOSAIC 2"X2" LVT-1 VINYL TILE MILLIKEN THE MAGIC HOUR HORIZON LIGHT - PLANK 10"X40" RUNNING BOND CPT-2 WALK OFF CARPET INTERFACE STEP AND REPEAT / SR699 COLORLINE GRANITE 104931 - 40"X40" RUNNING BOND LOCATED AT SLAB DEPRESSION, SEE FINISH PLANS & FLOORING SECTION CPT-1 CARPET TILE SHAW CONTRACT ALL TOGETHER TILE TOGETHER COLOR 50210 - PLANK 9"X36" FLOOR FINISH TAG DESCRIPTION MANUFACTURER STYLE/COLLECTION COLOR FINISH SIZE INSTALL COMMENTS FINISH SCHEDULE U-2 - - ACCESSIBLE URINAL, REFER TO PLUMBING DRAWINGS U-1 - - URINAL, REFER TO PLUMING DRAWINGS L-2 - - ACCESSIBLE LAVATORY, REFER TO PLUMBING DRAWINGS L-1 - - LAVATORY, REFER TO PLUMBING DRAWINGS SH-2 - - SHOWER, REFER TO PLUMBING DRAWINGS SH-1 - - ACCESSIBLE SHOWER, REFER TO PLUMBING DRAWINGS TAG #DESCRIPTION PLUMBING FIXTURE SCHEDULE SS BOBRICK B-207, TBD CHANGING CURTAIN & ROD - FABRIC (TBD) RR BOBRICK B-5191 ACCESSIBLE SHOWER BENCH QQ BOBRICK B-207, B-204 SHOWER ROD & SHOWER CURTAIN PP BRADLEY MATCH II 36" URINAL PRIVACY PARTITION, PHENOLIC OO BOBRICK B-2974 AUTOMATIC SURFACE MOUNTED ROLL TOWEL DISPENSER WITH LED LIGHT NN BOBRICK B-3588 SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER LL BOBRICK B-290 OR SIM MIRROR WITH 1/2" STAINLESS TEEL FRAME. VARIOUS SIZES, SEE INTERIOR ELEVATIONS KK BOBRICK KB110-SSWM SURFACE MOUNTED BABY CHANGING STATION II BRADLEY SERIES 400 FLOOR MOUNTED TOILET PARTITIONS, PHENOLIC CORE FINISH HH BOBRICK B-3974 RECESSED CONVERTIBLE AUTOMATIC ROLL TOWEL DISPENSER EQUIPPED WITH LED LIGHT AND WASTE RECEPTICLE GG BOBRICK B-270 BOBRICK B-270 CONTURA SERIES SURFACE MOUNTED SANITARY NAPKIN DISPOSAL FF BOBRICK B-4221 CONTURA SERIES SURFACE MOUNTED SEAT COVER DISPENSER EE BOBRICK B-3579 SURFACE-MOUNTED SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER DD BOBRICK B-3571 PARTITION MOUNTED, RECESSED TOILET SEAT COVER, TOILET TISSUE DISPENSER AND SANITARY NAPKIN DISPOSAL - TWO COMPARTMENT UNIT CC BOBRICK B-3479 SURFACE MOUNTED SEAT COVER AND TOILET TISSUE DISPENSER BB BOBRICK B-3471 PARTITION MOUNTED TOILET SEAT COVER AND TOILET TISSUE DISPENSER - TWO COMPARTMENT UNIT AA BOBRICK B-5806 STAINLESS STEEL GRAB BAR TAG #MANUFACTURER MODEL #DESCRIPTION RESTROOM ACCESSORIES SCHEDULE A 0'-3" TYP. C4X5.4, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL 3/8" STAINLESS STEEL BOLT ASSEMBLY; (2) PER ANGLE PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. STEEL ANGLE 2" x 3" x 1/4" x 9" LONG; PAINTED TO MATCH PERFORATED PANEL; (2) ANGLES PER PANEL 3" FROM ENDS 3/16" TYP. CEM. PLASTER WALL ASSEMBLY, SEE DETAIL13/A8.12 CONT. SEALANT O/ BACKER ROD SLOPE 1/2" : 12" 1'-4"0'-7 1/2" TYP. COPING, SEE DETAIL 9/A8.22 TOP OF BLOCK - BLDG A 9'-10" A DIM PT R.O. ACOUSTICAL LAY- IN PANEL EXISTING HEAVY TIMBER BEAM SEALANT & BACKER ROD; WEEP HOLES AS REQUIRED ALUMINUM STOREFRONT SYSTEM PANEL CLIPS PER MANUFACTURER COMPOSITE ALUMINUM PANEL 0'-6" STRUCTURAL STUD FRAMING STRUCT. STUD FRAMING HSS FRAME, SEE STRUCT. HSS FRAME, SEE STRUCT. DIM PT 3" M I N . 1/4" / 1'-0" 1/ 4 " PLASTER ASSEMBLY WALL, SEE 13/A8.12 8 1 / 8 " 1/ 4 " C4X5.4, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL 3/8" STAINLESS STEEL BOLT ASSEMBLY 12" O.C. MAX. (MIN. 3 PER PANEL) PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. CONTINUOUS STEEL ANGLE 1 1/2" x 3" x 1/4" WELDED TO VERTICAL HSS PAINTED TO MATCH PERFORATED PANEL 3/16" B.O. PANEL 2" A COMPOSITE ALUMINUM PANEL SEALANT & BACKER ROD; WEEP HOLES AS REQUIRED PANEL CLIPS PER MANUFACTURER 1'-6 3/4"6" ALUMINUM STOREFRONT SYSTEM HSS FRAME, SEE STRUCT. SEALANT & BACKER ROD; WEEP HOLES AS REQUIRED J-BOX FOR INTERCOM COORD. LOCATION W/ ARCHITECT. 11 A8.12 12 A8.12 C4x5.4, TITEN HD ANCHOR @ 24" O.C., PAINTED TO MATCH PERFORATED PANEL 3" TYP. 3/8" STAINLESS STEEL CARRIAGE BOLT W/CAP NUT 3' O.C. MAX. AND 6" FROM EACH END (MIN. 3 PER PANEL) PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. EDGE OF PANEL CONTINUOUS STEEL ANGLE 2"X3"X1/4" PAINTED TO MATCH PERFORATED PANEL 3/16" 1/2" CONT. BENT PLATE W/ 1/4" TITEN HD ANCHOR @ 24" O.C. 0' - 2 " 0' - 8 " 7/8" CEMENT PLASTER METAL LATH 1 1/2" RIGID INSULATION 18 GA. 1.5" HORIZONTAL Z-CHANNEL ATTACHMENT WEATHER-RESISTANT BARRIER 5/8" TYPE 'X' GYPSUM BOARD METAL STUD PER STRUCTURAL 5/8" GYPSUM BOARD R-19 MIN. BATT INSUL. EXT INT #10 SMS @ 16" O.C., TYP., ATTACHED TO Z-CHANNEL PER G.2 / S0.01 #8 S.M.S. AT 16" O.C., ATTACHED TO METAL STUD PER G.2 / S0.01; BUGLE HEAD AT INTERIOR #10 SMS @ 16" O.C., TYP., ATTACHED TO METAL STUD PER G.2 / S0.01 STEEL FRAME, SIZE VARIES, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL 3/8" STAINLESS STEEL CARRIAGE BOLT W/ CAP NUT 12" O.C. MAX. (MIN. 3 PER PANEL) B.O. PANEL PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. CONTINUOUS STEEL ANGLE 1 1/2" x 3" x 1/4" WELDED TO HSS PAINTED TO MATCH PERFORATED PANEL SECTION - SILL & BASE CONDITION CONCRETE PAVING WHERE OCCURS PER LANDSCAPE AND CIVIL DRAWINGS 3/16" WHERE OCCURS 3"MIN. ABOVE GRADE SECTION - VERTICAL JOINT 0'-3" TYP. WHERE NO CMU WALL OCCURS: STEEL FRAME, SIZE VARIES, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL 3/8" STAINLESS STEEL BOLT ASSEMBLY; (2) PER ANGLE PA N E L JO I N T PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. STEEL ANGLE 1 1/2" x 3" x 1/4" x 9" LONG; PAINTED TO MATCH PERFORATED PANEL; (2) ANGLES PER PANEL 3" FROM ENDS 3/16" AT MAIN ENTRY ONLY, WHERE CMU WALL WHERE OCCURS; C4x5.4, TITEN HD ANCHOR @ 24" O.C., PAINTED TO MATCH PERFORATED PANEL 0'-3" TYP. 3/8" STAINLESS STEEL CARRIAGE BOLT W/ CAP NUT 12" O.C. MAX. (MIN. 3 PER PANEL) T.O. PANEL PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. CONTINUOUS STEEL ANGLE 1 1/2" x 3" x 1/4"; PAINTED TO MATCH PERFORATED PANEL SECTION - TOP JOINT 3/16" STEEL FRAME, SIZE VARIES, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL PLAN - HORIZONTAL JOINT 0'-3" TYP. 3/8" STAINLESS STEEL BOLT ASSEMBLY 3' O.C. MAX. AND 6" FROM EACH END (MIN. 3 PER PANEL) PANEL JOINT PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES STAINLESS STEEL TREADED STANDOFF W/ ETHER POLYURETHANE WASHERS EA SIDE 0'- 1 " STEEL FRAME, SIZE VARIES, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL 0'-3" TYP. STEEL FRAME, SIZE VARIES, SEE STRUCT.; PAINTED TO MATCH PERFORATED PANEL 3/8" STAINLESS STEEL CARRIAGE BOLT W/ CAP NUT 3' O.C. MAX. AND 6" FROM EACH END (MIN. 3 PER PANEL) ED G E O F PA N E L PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. CONTINUOUS STEEL ANGLE 2" x 3" x 1/4" PAINTED TO MATCH PERFORATED PANEL PLAN - END OF PANEL 0'-2" EXTERIOR CMU WALL WHERE OCCURS 3/16" 0'-3" 0'-2" STAINLESS STEEL PLATE, ALL AROUND EXPOSED EXTERIOR BASE EXISTING CONCRETE PAVING PANEL CLIPS PER MANUFACTURER COMPOSITE ALUMINUM PANEL 1/2" CONT. BENT PLATE W/1/4" TITEN HD ANCHOR @ 24" O.C. 0'-8" 0'-1" 3/16" 1/4" CONT. BENT PLATE 0'-2" STAINLESS STEEL PLATE, ALL AROUND EXPOSED EXTERIOR BASE EXISTING CONCRETE PAVING PANEL CLIPS PER MANUFACTURER COMPOSITE ALUMINUM PANEL MTL STUD FRAMING W/ R-19 MIN INSULATION EXT DRIP SCREED PER RCP PLAN BO SOFFIT PLASTER ASSY SECTION - VERTICAL JOINT 0'-3" TYP. 3/8" STAINLESS STEEL BOLT ASSEMBLY; (2) PER ANGLE PA N E L JO I N T PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES ETHER POLYURETHANE WASHERS, TYP. STEEL ANGLE 1 1/2" x 3" x 1/4" x 9" LONG; PAINTED TO MATCH PERFORATED PANEL; (2) ANGLES PER PANEL 3" FROM ENDS 3/16" C4x5.4, TITEN HD ANCHOR @ 24" O.C., PAINTED TO MATCH PERFORATED PANEL 0'-3" TYP. T.O. PANEL & CMU PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES MIN. 2" VERTICAL C4X5.4 BEYOND AT EVERY VERTICAL JOINT. SEE 01/A8.12. STOP 2" MIN. BELOW TOP OF PANEL TO ALLOW FOR CMU COPING CLEARANCE. SEE 06/A8.22 FOR CMU COPING DETAIL. B.O. PANEL PERFORATED ALUMINUM PANELS W/ 3" RETURNS ON ALL 4 SIDES VERTICAL C4X5.4 BEYOND AT EVERY VERTICAL JOINT. SEE 01/A8.12. STOP 2" MIN. BELOW TOP OF PANEL TO ALLOW FOR CMU COPING CLEARANCE. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EXTERIOR DETAILS A8.12 MD MONROE ST. POOL REPLACEMENT EXTERIOR DETAILS 3" = 1'-0" A8.12 16PERF PANEL & PLASTER TOP 3" = 1'-0" A8.12 15ENTRY PORTAL TOP DETAIL 3" = 1'-0" A8.12 14ENTRY PORTAL PLAN DETAIL 3" = 1'-0" A8.12 13TYP. CEM. PLASTER WALL ASSEMBLY 6" = 1'-0" A8.12 08PERF METAL BASE DETAIL 6" = 1'-0" A8.12 04PERF METAL JOINT VERTICAL 6" = 1'-0" A8.12 10PERF METAL TOP 6" = 1'-0" A8.12 09PERF METAL JOINT HORIZONTAL 6" = 1'-0" A8.12 05PERF METAL EDGE 3" = 1'-0" A8.12 11ENTRY PORTAL BASE DETAIL 3" = 1'-0" A8.12 12ENTRY PORTAL BASE DETAIL @ CMU 3" = 1'-0" A8.12 06PLASTER SOFFIT DRIP SCREED 6" = 1'-0" A8.12 01PERF METAL JOINT VERTICAL - DIRECT ATTACHED TO CMU 6" = 1'-0" A8.12 03PERF METAL TOP - DIRECT ATTACHED TO CMU 6" = 1'-0" A8.12 02PERF METAL BASE - DIRECT ATTACHED TO CMU 0'- 0 1 / 4 " CONSTRUCTION SPECIALTIES SC-800 JOINT 1/4" x 2 1/4" SCREW BOLT W/ SEALING WASHER 18" O.C. (FIN: ZINC) ICC ESR-4042 CMU WALL; REF: STRUCTURAL DRAWINGS 5/8" MIN. OF FILL MATERIAL APPLIED WITHIN THE ANNULUS. FLUSH WITH BOTH SURFACES OF WALL. 2" MAX. THICK HOLLOW- CYLINDRICAL HEAVY GLASS FIBER PIPE INSULATION COVERING. NOTE: 1. IN MULTIPLE PIPE PENETRATIONS OCCUR IN PARTITION, MAINTAIN ADEQUATE SEPARATION TO TREAT EA PIPE SEPARATELY 2. UL SYSTEM NO. W-J-5042 PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. PER PLAN WALL TYPE W-J-5042: FIN. FLOOR (WHERE OCCURS) INT.EXT. CMU WALL BLOCK SEAL AT EXTERIOR FLOOR SLAB FLOOR FINISH & BASE PER FINISH PLAN COLD FLUID APPLIED WATERPROOFING (TOP OF WP NOT TO BE VISIBLE) EXTERIOR PAVER. SIDEWALK, WHERE OCCURES PE R S T R U C T U R A L STRUCTURAL FOOTING PER STRUCTURAL U937 FOR 1-HR RATED CONDITION ALUMINUM STOREFRONT SYSTEM EXTERIOR GLAZING SYSTEM, SEE WINDOW TYPES CONT. BEARING PLATE SET IN CONT. BED OF SEALANT ALUM. SUBSILL FLASHING W/ END DAMS, SET IN CONT. BED OF SEALANT. MATCH WINDOW FINISH CONT. BACKER ROD AND SEALANT, BOTH SIDES SHIM AS REQ'D. CONNECTION TO STRUCTURE BY MANUFACTURER 0'-1" ALUMINUM STOREFRONT DOOR THRESHOLD SET IN FULL BED OF SEALANT CONCRETE FLOOR 1/4" DIA x 1-5/8" EMBED STAINLESS STEEL TITEN HD @24" O/C (ICC ESR 2713) (2) MIN PER THRESHOLD 1/2" EXP JOINT FILLER FIN GRADE CONC PAVING FACE OF CONC SLAB 2 1 TOS 1/ 4 " 1/ 4 " EXTERIOR INTERIOR 10 " . MAX 1/4" 3 1/2" MIN. 0'-0 3/8"CONTROL JOINT CMU BLOCK WALL FLANGED NEOPRENE CONTROL JOINT, CONT VERT CONT REBAR PER STRUCTURAL, DO NOT BREAK AT JOINT BACKER ROD AND SEALANT, CONT EACH SIDE TYP 0'-0 1/2" 0'-0 3/8"EXP JOINT CMU BLOCK WALL FLANGED NEOPRENE CONTROL JOINT, CONT VERT REBAR PER STRUCTURAL, DO NOT CONTINUE THROUGH JOINT BACKER ROD AND SEALANT, CONT EACH SIDE TYP 0'-0 1/2" CONTROL JOINT AT CMU WALL EXPANSION JOINT AT CMU WALL ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EXTERIOR DETAILS A8.13 MD MONROE ST. POOL REPLACEMENT EXTERIOR DETAILS 3" = 1'-0" A8.13 03WALL EXPANSION JOINT 3" = 1'-0" A8.13 04INSULATED PIPE PENETRATION @ RATED WALL 1 1/2" = 1'-0" A8.13 02EXTERIOR CMU WALL BASE 3" = 1'-0" A8.13 11STOREFRONT SILL @ SLAB6" = 1'-0" A8.13 14STOREFRONT DOOR SILL 3" = 1'-0" A8.13 15TYPICAL MASONRY CONTROL JOINT MIN. 1 1/2" SEALANT & BACKER ROD ON BOTH SIDES ALUM STOREFRONT DRIP EDGE SEALANT & BACKER ROD ON BOTH SIDES SEALANT BELOW FLASHING 0'-2"VARIES 0'-2" 0'-0 1/2"0'-0 1/2" 0'- 0 5 / 8 " 0'- 2 " & WALL TYPES PER FLOOR PLANS METAL STUD WALL PER FLOOR PLANS & WALL TYPES DOOR, SEE DOOR SCHEDULE, SEE FLOOR PLANS FOR DOOR SWING HOLLOW METAL FRAME BOX HEADER PER 6/S0.92 FINISH WHERE OCCURS PER FINISH PLANS & INTERIOR ELEVATIONS 8 5 / 8 " 2" 8"X8"X16" CMU HOLLOW METAL FRAME, GROUT SOLID AT JAMBS SEALANT BOTH SIDES JAMB ANCHORS WOOD SHIM W/3/8" MIN. CONT. SEALANT AND BACKER ROD, BOTH SIDES CMU WALL. REFER TO STRUCTURAL EXTERIOR INTERIOR ALUMINUM STOREFRONT SYSTEM REFER TO FLOOR PLAN FOR WALL TYPE AND LOCATION GLAZING UNIT 2" VA R I E S 2" FINISH WHERE OCCURS PER FINISH PLANS & INTERIOR ELEVATIONS DOOR, SEE DOOR SCHEDULE, SEE FLOOR PLANS FOR DOOR SWING ANCHOR PER & AS REQ. PER MANUF. HM FRAME ANCHORED TO HEADER METAL STUD WALL PER FLOOR PLANS & WALL TYPES METAL STUD FRAMING PER 1/S0.91EXT. INT. & WALL TYPES PE R F L O O R P L A N S 0'-0 3/4"0'-2" 6" MIN. TO F.O.STUD NOTES: 1. LOCATE JAMB 6" FROM F.O.STUD OF ANY ADJACENT PERPENDICULAR WALL.XXX X DOOR, SEE DOOR SCHEDULE BACKER ROD AND SEALANT 1/2" EXPANSION JOINT ZERO 673 ALUMINUM ADJUSTABLE THRESHOLD SET IN FULL BED OF SEALANT, REF: 08/A8.33 PAVING PER CIVIL OR CONCRETE DECK PER STRUCTURAL, SLOPE AWAY FROM DOOR EXT.INT. C AUTOMATIC DOOR BOTTOM ZERO 1545 ALUMINUM THRESHOLD TRANSITION - 1/4" DIA x 1-5/8" EMBED STAINLESS STEEL TITEN HD @24" O/C (ICC ESR 2713) (2) MIN PER THRESHOLD ZERO 1675 ALUMINUM HALF- SADDLE THRESHOLD TRANSITION, REF: FOR MITERED RETURN 1/4" DIA x 1-5/8" EMBED STAINLESS STEEL TITEN HD @24" O/C (ICC ESR 2713) (2) MIN PER THRESHOLD 3" MIN. NOTCH SLAB AS NECESSARY TO RECIVE THRESHOLD 3/8" CONT. BACKER ROD AND SEALANT, BOTH SIDES EXT.INT. GLAZING UNIT SEE WALL SECTIONS DIM POINT ALUMINUM STOREFRONT SYSTEM 1/4"Ø FLAT HEAD TAPCON SCREW ANCHOR PER ESR-1671 @ 16" O/C STAGGERED 2" MIN EMBEDMENT. 2" MIN EDGE DISTANCE 2" MIN. MASONRY LINTEL BLOCK PER STRUCTURAL MOUNTING BRACKET PER MANUFACTURER MANUAL ROLLER SHADE PER CEILING PLAN AND INTERIOR ELEVATION ( WHERE OCCURS) NOTE: 1. SHADE CLOTH: ECOVEIL (OR EQUAL), 3% OPENING. 1/4" MASONRY SCREWS WITH 2-1/2" EMBED @ 16" O.C. PER STRUCTURAL DWG. ALUM STOREFRONT SYSTEM GLAZING UNIT WEEP HOLES, TYP. SEE WALL SECTIONS DIM POINT 1/4"Ø FLAT HEAD TAPCON SCREW ANCHOR PER ESR-1671 @ 16" O/C STAGGERED 2" MIN EMBEDMENT. 2" MIN EDGE DISTANCE 3/8" MIN. CONT. SEALANT AND BACKER ROD, BOTH SIDES MTL. FLASHING WITH END DAMS, FINISH TO MATCH CMU 2" MIN. DOOR, REF. DOOR SCHEDULE 2"VARIES 2" 3/8" CONT. BACKER ROD AND SEALANT, BOTH SIDES EXT.INT. MASONRY LINTEL BLOCK PER STRUCTURAL DOOR FRAME, PAINT TYP. GROUTED SOLID DOOR ANCHOR TO MASONRY WALL, ANCHOR PER 01/A8.51 SEE DR SCHED DIM POINT 0' - 2 " 0' - 0 5 / 8 " OP E N I N G 2" VA R I E S 2" DOOR, SEE DOOR SCHEDULE, SEE FLOOR PLANS FOR DOOR SWING EXT. INT. CONT. SEALANT AND BACKER ROD, BOTH SIDES DOOR ANCHOR TO MASONRY WALL, ANCHOR PER 01/A8.51 REFER TO FLOOR PLAN FOR WALL TYPE AND LOCATION 0'-2"OPENING SE E D R S C H E D DI M P O I N T 2"VARIES 2" 3/8" CONT. BACKER ROD AND SEALANT, BOTH SIDES EXT.INT. MASONRY LINTEL BLOCK PER STRUCTURAL DOOR FRAME, PAINT TYP. GROUTED SOLID 3/8" DIA. S.S. HILTI KH-EZ SCREW MIN. 2 1/2" EMBED W/ 4" MIN. EDGE DIST. (ESR-3056) SEE DR SCHED DIM POINT 0' - 2 " 0' - 0 5 / 8 " OP E N I N G CLIP ANGLE INSECT SCREEN HIGH PERFORMANCE FIXED DRAINABLE LOUVER SYSTEM; PRE-FINISHED TO MATCH HM FRAMES. ANCHOR TO HM FRAME JAMB PER DETAIL 07/A8.51 "U"-LINTEL BLOCK ONLY AT ALL OPENING FILL SMALL SPACES BETWEEN BLOCK AND ROOF FRAMING WITH GROUT. PAINT TO MATCH CMU. MIN. DIM. OF CUT BLOCK SHOULD NOT BE LESS THAN 4" IN ANY DIRECTIONS END WITH FULL/ HALF BLOCKS ON TOP A TYPICAL ELEVATION --- - WINDOW AS SCHEDULED BACKER ROD W/ SEALANT SHIM AS REQUIRED 5/8" TYPE X GYP. BD. 6" METAL STUDS FRAMING WITH R-19 BATT INSULATION METAL STUD HEADER METAL STUDS @ 16' O.C. ACOUSTICAL BATT INSULATION AS REQUIRED PER WALL TYPE 6" METAL STUDS FRAMING WITH R-19 BATT INSULATION SEE RCP CONTINUOUS SEALANT, BOTH SIDES (TYP.) FIXED ALUMINUM TRANSACTION WINDOW AS SCHEDULED 5/8" TYPE "X" GYP. BD. TYP. 5" CORRIDOR SIDE ALIGN ON 7 1 / 4 " DRYWALL CORNER BEAD, TYP. BACKER ROD AND SEALANT, BOTH SIDES ALUMINUM STOREFRONT WINDOW AS SCHEDULED 6" METAL STUDS FRAMING WITH R-19 BATT INSULATION DOOR - SEE DOOR SCHEDULE SMOKE SEAL AT RATED DOORS FLOORING, SEE FINISH PLAN SCHED. PER DOOR FLOORING MATERIAL TRANSITION AT CENTERLINE OF DOOR WHERE OCCURS, PER FINISH SCHEDULE T.O. SLAB TILE OVER THIN SET INTEGRATED DOOR ASSEMBLY, SEE DOOR SCHEDULE T.O. SLAB FLOOR FINISH, PER FINISH SCHEDULE ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 OPENING DETAILS A8.14 MD MONROE ST. POOL REPLACEMENT OPENING DETAILS 3" = 1'-0" A8.14 04ALUM. STOREFRONT SIL 3" = 1'-0" A8.14 10INT HM DOOR HEAD @ GYP 3" = 1'-0" A8.14 02HEAD/JAMB/SILL - HM @ CMU 3" = 1'-0" A8.14 05ALUM. STOREFRONT HEAD Copy 13" = 1'-0" A8.14 09INT HM DOOR JAMB AT GYP6" = 1'-0" A8.14 15EXTERIOR HM DOOR THRESHOLD 3" = 1'-0" A8.14 03ALUM. STOREFRONT HEAD1 3" = 1'-0" A8.14 08ALUM. STOREFRONT SILL/COUNTER 3" = 1'-0" A8.14 06EXT. H.M. DOOR HEAD 3" = 1'-0" A8.14 12EXT. H.M. DOOR JAMB 3" = 1'-0" A8.14 13EXT. H.M. LOUVER HEAD 1/4" = 1'-0" A8.14 01TYP. CMU OPENING OR END WALL 3" = 1'-0" A8.14 11W11 - WINDOW HEAD MWP 3" = 1'-0" A8.14 16WINDOW HEAD - INT STOREFRONT 3" = 1'-0" A8.14 19HEAD/JAMB/SILL - INT STOREFRONT 3" = 1'-0" A8.14 14INTERIOR DOOR THRESHOLD3" = 1'-0" A8.14 17INTEGRATED DOOR THRESHOLD Copy 1 ROOF MEMBRANE FLASHING HOT AIR WELDED TO ROOFING MEMBRANE. EXTEND UNDER CLAMPING RING. 5/8" GYP. COVER BOARD THERMOPLASTIC ROOFING ROOF AND OVERFLOW DRAIN EXTEND FLASHING UNDER CLAMPING RING. UNDER DRAIN CLAMP LOOSE BATT INSULATION WITHIN VAPOR JACKET. SLOPE SLOPE SLOPE W L L:W RATIOS FOR SADDLES AND CRICKETS NOTE: 1. SADDLES SHOULD BE LOCATED BETWEEN ROOF DRAINS. ROOF SLOPE SADDLE MATERIAL SLOPE L:W RATIO 1/4"1/2" 3:1 3/8" 1/2" 3:1 1/2" 1/2" 4:1 07.43 6" MIN 8" M I N . NOTE: VENT STACKS AND OTHER PIPES SHALL HAVE A MIN OF 12" OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS. 1" M I N . RIGID INSUL, WHERE OCCURS ROOF PENETRATION (STL PIPE, TUBE, OR SIMILAR ITEM) SS STL HOSE CLAMP WITH SEALANT ALL AROUND ROOFING MEMBRANE BOOT FLASHING, HOT AIR WELD TO BASE FLASHING ROOFING MEMBRANE BASE FLASHING, HOT AIR WELD TO ROOF MEMBRANE THERMOPLASTIC MEMBRANE ROOFING MTL ROOF DECK OR CONC FILLED MTL ROOF DECK, SEE STRUCTURAL PLANS FOR TYPE END CLOSURE PL PER STRUCTURAL DETAIL 4 AND 5/S0.22 SEALANT, CONT, PROVIDE BACKER ROD AS REQ 5/8" ROOF BOARD 8" M I N . NOTES: 1. CURB SHALL HAVE A MIN OF 12" OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS. 2. PROVIDE PREFABRICATED CORNER FLASHING AT ALL CORNER CONDITIONS. 3. PROVIDE MIN 16 GA FLASHING. 4. ALL EXPOSED FASTENERS TO BE FULLY COVERED WITH SEALANT. TERMINATION BAR, FASTENERS AT 8" OC THERMOPLASTIC MEMBRANE ROOFING ROOFING MEMBRANE FLASHING, HOT AIR WELDED TO ROOF MEMBRANE GALV FLASHING REGLET 5/8" ROOF BOARD RIGID INSULATION, WHERE OCCURS BLOCKING, AS REQUIRED MTL ROOF DECK OR CONC FILLED MTL ROOF DECK, SEE STRUCTURAL PLANS FOR TYPE SHEET MTL GASKETED FASTENER, 12" OC MIN, TYP WOOD NAILER DUCT SHEET MTL GASKETED FASTENER, 12" OC MIN, TYP PREFABRICATED CURB ASSY WITH INTEGRATED CAP FLASHING PACK WITH FIBERGLASS INSULATION ALL AROUND CONTINUOUS SEALANT TOP AND BOTTOM GALV FLASHING CONT SEALANT CONT SEALANT SLOPE SL O P E SLOPE SLOPE S L O P E S L O P E 2'-0"MIN CLR W L L:W RATIOS FOR SADDLES AND CRICKETS AND MIN. SADDLE/CRICKET SLOPE NOTE: 1. SADDLES SHOULD BE LOCATED IN VALLEY BETWEEN ROOF DRAINS, AND CRICKETS SHOULD BE LOCATED ON THE HIGH SIDE OF CURBS. ROOF SLOPE SADDLE MATERIAL SLOPE L:W RATIO 1/4" 1/2" 3:1 3/8" 1/2" 3:1 1/2" 1/2" 4:1 CURBED PENETRATION BUILT-UP SADDLE OR CRICKET, SLOPE A MIN OF 1/2" PER FOOT ROOF AND OVERFLOW DRAIN, SEE DETAIL 01/- BUILT-UP SADDLE OR CRICKET, SLOPE A MIN OF 1/2" PER FOOT 08 A8.21 TYP. 0' - 2 " WHERE OCCURS BLOCK OUT AT CONC FILLED MTL DECK THERMOPLASTIC MEMBRANE ROOFING MIN 5/8" ROOF BD ROOFING MEMBRANE FLASHING, HOT AIR WELDED TO ROOF MEMBRANE, EXTEND UNDER DRAIN CLAMP RING ROOF AND OVERFLOW DRAINS, PROVIDE UNDER DRAIN CLAMPS, REFER TO PLUMBING DWGS FOR TYPE. OVERFLOW DRAIN TO HAVE INSERT STANDPIPE; 2" ABOVE FIN ROOF. BARE MTL DECK, CONC FILLED MTL DECK, WITH RIGID INSUL OR CONC FILLED MTL DECK. TAPERED RIGID INSUL BARE MTL DECK OR CONC FILLED MTL DECK THERMAL INSULATION, WHERE OCCURS LOOSE BATT INSULATION WITHIN VAPOR JACKET, TYP UNDER DRAIN CLAMP, TYP HOT AIR WELD, TYP --- - HIGH DOMED SS FASTENERS W/ SS BACKED EPDM WASHER @ 18" OC MECHANICAL EQUIPMENT, REFER TO MECH. DWGS. CONTINUOUS SEALANT 20 GA SHEET METAL REGLET, GALVANIZED HIGH DOMED HOT DIP FASTENERS W/ GALV BACKED EPDM WASHER AT 12" OC MAX STEEL BENT PLATE, REFER TO STRUCT DWGS STEEL PLATE PER STRUCT METAL DECK PER STRUCT STEEL BEAM PER STRUCT ROOF BOARD OVER RIGID INSULATION, WHERE OCCURS CONDITION BARE METAL DECK ROOFING MEMBRANE FLASHING, HOT AIR WELDED TO ROOF MEMBRANE THERMOPLASTIC MEMBRANE ROOFING SECUREMENT BAR AND FASTENER BY ROOFING MANUFACTURER 8" M I N CONTINUOUS SEALANT ROOFING MEMBRANE FLASHING, HOT AIR WELDED TO ROOF MEMBRANE 12" MIN 12" MIN 12" MIN 4" MIN 6" MIN 4 " M I N 1 2 " M I N 4 " M I N 6 " M I N TPA MECHANICALLY FASTENED ROOF MEMBRANE METAL DECKING PER STRUCTURAL STEEL BEAM BEYOND PER STRUCTURAL R-30 RIGID INSULATION 1/4" COVER BOARD ADHERED TAPERED INSULATION, WHERE OCCURS PER PLAN HOT AIR WELD AT LAP, TYP. OMG XHD #15 ROOFING FASTENER W/ 2 3/8" BARBED STRESS PLATES FASTENED 12" O.C. FOR FIELD SHEETS (6' WIDE) AND 6" O.C. AT PERIMETER SHEETS (2 SHEETS, 3' WIDE). MIN. 3 THREADS ENGAGEMENT THROUGH METAL DECK, TYP. CONSTRUCTION SPECIALTIES BRJW-800 CF JOINT CONSTRUCTION SPECIALTIES BASE CLOSURE CONSTRUCTION SPECIALTIES SC-800 JOINT FIELD APPLIED SPLICE COVER REGLET AND COUNTERFLASHING ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ROOF DETAILS A8.21 MD MONROE ST. POOL REPLACEMENT ROOF DETAILS 12" = 1'-0" A8.21 18ROOF DRAIN AT SINGLE PLY ROOFING SYSTEM 1/4" = 1'-0" A8.21 03TYPICAL ROOF CRICKETS AT SCUPPER AND COLLECTOR BOX 12" = 1'-0" A8.21 14TYP PIPE / PLUMBING VENT PENETRATION AT MTL DECK ROOF 12" = 1'-0" A8.21 12DUCT PENETRATION THROUGH ROOF 1/4" = 1'-0" A8.21 10TYPICAL ROOF SADDLES AND CRICKETS 1" = 1'-0" A8.21 08TYP ROOF AND OVERFLOW DRAIN SECTION 3" = 1'-0" A8.21 15FLASHING AT MECH PLATFORM 1" = 1'-0" A8.21 09TYP ROOF SPACING3" = 1'-0" A8.21 19TYP. ROOF SECTION - METAL DECK 1" = 1'-0" A8.21 04ROOF TO WALL JOINT TRANSITION 0' - 6 " 1' - 3 " 1' - 3 " 0' - 6 " MI N . M I N . 0'-6"1'-6"2'-0"1'-6"0'-6" MEMBRANE FLASHING, HOT AIR WELDED TO SINGLE- SINGLE PLY ROOFING SYSTEM OVERFLOW DRAIN WITH 2" WATER DAM ROOF DRAIN, SEE LINE OF TAPERED INSULATION NOTES: 1. ROOF AND OVERFLOW DRAIN LOCATIONS & CONFIGURATION PER ARCHITECTURAL & PLUMBING ROOF PLAN. 5'-0" AT CONC. MET. DECK AT MET. DECK TPA MEMBRANE HEAT WELDED LAP TPA UNREINFORCED MEMBRANE TPA BONDING ADHESIVE STAINLESS STEEL CLAMP TREMSEAL SEALANT ROOF ASSEMBLY REF: #15 FASTENER w/2 3/8" BARBED STRESS PLATES FASTENED METAL CURB COUNTERFLASHING TPA MEMBRANE TPA FLASHING MEMBRANE FULLY ADHERED TO VERTICAL SUBTRATE HEAT WELDED LAP TPA BONDING ADHESIVE #15 FASTENER w/2 3/8" BARBED STRESS PLATES FASTENED @ 12" O.C. ROOF ASSEMBLY REF: TPA MEMBRANE TO WRAP OVER TOP OF CURB SECURE ROOF CAP TO ROOF CURB WITH #8 ALUM. SELF TAPPING SCREWS 12" O.C. MIN. 2 PER SIDE STRUCTURAL STEEL, REFER TO STRUCT. FRAMING PLAN FASTENER PER STRUCTURAL DRAWINGS. REF: 09A/S6.91 CONT. BENT PLATE PER STRUCTURAL DRAWINGS. REF: 09A/S6.91 T.O. ROOFING 8" MIN. EXHAUST FAN. REF. MECH. DRAWING 0'-7" 16 GA. METAL STUD BACKING 3/8" x 2" BENT STEEL PLATE WELD TO VERTICAL @ 4'-0" O.C. MAX. (PER OSHA) INTERIOR FINISH NOTE: PROVIDE 16 GA. METAL STUDS AT ALL WALLS THAT ROOF ACCESS LADDER IS ATTACHED 1" DIA. STEEL RUNGS @ 12" O.C. 3/8" x 2" STEEL BARS 0'- 1 0 " 1'- 0 " 2 1/2" x 2 1/2" x 3/8" METAL ANGLE 3/8" DIA. X 2 1/2" EMBED. HILTI KB TZ2. (ESR 4266) 2'-0" CLR. 0'- 7 " 1" DIA. STEEL RINGS @ 12" O.C. WELDED TO 3/8" x 2" STEEL RAIL STEEL BENT PLATE LADDER SUPPORT, ANCHORED TO 16 GA. METAL STUD BACKING, 1/4" DIA. HILTI KWIK FLEX @ EACH BRACKET WALL TYPE PER PLAN (MIN 6X16GA) PLAN VIEW SECTION 16GA BLOCKING CONDENSING UNIT. REF. MECH DRAWING NEOPRENE ISOLATOR PADS MECHANICAL PLATFORM, REFER TO STRUCTUAL ANCHORAGE TABS , REFER TO MECHACNIAL FOR ATTACHMENT NOTE: 1. SEE STRUCTURAL DETAIL 15/S6.12 FOR PLATFORM DETAILS. TPA MEMBRANE TPA FLASHING MEMBRANE FULLY ADHERED TO VERTICAL SUBTRATE HEAT WELDED LAP TPA BONDING ADHESIVE #15 FASTENER w/2 3/8" BARBED STRESS PLATES FASTENED @ 12" O.C. ROOF ASSEMBLY REF: TPA MEMBRANE TO WRAP OVER TOP OF CURB STRUCTURAL STEEL, REFER TO STRUCT. FRAMING PLAN 8" MIN. 6" CONCEALED SPLICE PLATE AT EA. JOINT 2X SHAPED PTDF WOOD BLOCKING T.O. PARAPET EXTERIOR CEMENT PLASTER SYSTEM SLOPE 1/2" PER FT. 20 GA. GALV. SHEET METAL COPING, PAINTED CONT. CLEAT METAL STUD FRAMING PER STRUCTURAL SELF ADHERING SHEET MEMBRANE FLASHING #12 P.H.S.M.S. FASTENER WITH NEOPRENE WASHER AT 12" O.C.0'- 3 " 0'- 4 " BLOCKING TO PARAPET HEAD W/ #12 FLATHEAD SMS W/ WASHER AT 16" O.C. STAGGERED 0'-1" MIN. E.D. 0'-1" MIN. E.D. T.O. PARAPET PER ELEVATION SHAPED HOLDOWN CLEAT, TYP. #10 SMS @ 16" O.C., TYP. TPA MEMBRANE TO WRAP OVER TOP OF BLOCKING U937 FOR 1-HR RATED CONDITION METAL COPING CAP, PAINTED P-2 0'-4" MIN 1/2" : 1' 0" SLOPE FIRE TREATED BLOCKING AT WHERE REQUIRED 3/8" DIA. HILTI KB-TZ2 ANCHORS WITH 2" MIN. EMBED @ 16" O.C. (ESR 4561), REFER TO S0.01, SECTION G.1 STRUCTURAL STEEL, REFER TO STRUCT. FRAMING PLAN FASTENER PER STRUCTURAL DRAWINGS. REF: CONT. BENT PLATE PER STRUCTURAL DRAWINGS. REF: 09A/S6.91 T.O. ROOFING 8" MIN. TPA MEMBRANE 22 GA. GALV. PAN HEAT WELDED LAP TPA UNREINFORCED MEMBRANE #15 FASTENER w/2 3/8" BARBED STRESS PLATES FASTENED @ 12" O.C. ROOF ASSEMBLY REF: TPA MANUFACTURER APPROVED SEALANT S.S. HOSE CLAMP 3/16" ALUMINUM BRACKET @ 4'-0" O.C MAX. BY MANUFACTURER S.S. 3/8" DIA. HILTI KH-EZ BOLTS W/ 3-1/4" EMBED. CLR 1'-6" MIN (2) 1/4" DIA X 3/4" S.S HEX HEAD MACHINE BOLT W/ NUT AND LOCK WASHER. 1-1/4" SQUARE ALUM. EXTRUDED SERRATED RUNG 3" X1" X1/8" EXTRUDED ALUMINUM CHANNEL RAIL ALLOY6063-T5. #12 X 1-1/2" HEX HEAD S.S SELF TAPPING SCREW EXTRUDED ALUMINUM PLATE ALLOY 6063-T5 CLR. 7" MIN.LINE OF ROOF HATCH ABOVE 1'-2" 1'-2" A8.22 14 8" MIN ROOF SYSTEM, SEE ROOF PLANS FOR TYPE CLR 0'-7" SHEET MTL SCREWS #12 AT 12" OC 16 GA BENT PLATE, CONT ALL (4) SIDES, TYP GALV, PT TO MATCH ADJ SURFACE WHERE EXPOSED TO VIEW. ROOF HATCH LADDER STRUCTURAL STL - REFER TO STRUCTURAL DWG CONDITION AT BARE METAL DECK ROOF HATCH AND CURB ASSEMBLY WITH INTEGRAL CAP FLASHING AND 1" RIGID INSULATION AROUND CURB - SEE 16/A8.00 LADDER UP SAFETY POLE STL RUNGS, 1" DIA x 24" @ 12" OC 0'-7" NOTE: ALL METAL TO BE PTD, COLOR:XXXX. 1'-0" 1'-0" 0'-10" 2'-0" BENT PL, 3/8" x 2", WELD TO VERT @ 6'-0" OC MAX 1/2" DIA HILTI KBTZ - 3 1/4" MIN EMBED. EA SIDE OF VERT STL BAR 0'-4" 0'-8 1/2" 1/4 TOP & BOTTOM BENT PL 3/8" x 2", WELD TO VERT @ 6'-0" OC MAX, TYP CLR 0'-7" PLAN VIEW AT SUPPORT 24" CLR LINE OF WALL FINISH (2) #12 SHEET MTL SCREWS BACKING PER XX/XX.XX, TYP MTL STUD FRAMING, SEE S0.91 LINE OF WALL FINISH VERTICAL LADDER, 3/8" X 2" STL BARS LINE OF FINISH FLOOR 8" MIN ROOF SYSTEM, SEE ROOF PLANS FOR TYPE ROOF HATCH LADDER STRUCTURAL STL - REFER TO STRUCTURAL DWG ROOF HATCH AND CURB ASSEMBLY WITH INTEGRAL CAP FLASHING AND 1" RIGID INSULATION AROUND CURB - SEE 16/A8.00 LADDER UP SAFETY POLE EXISTING ROOF COVERBOARD EXISTING CMU WALL PER PLAN EXISTING 3" X 8" CONNECTION ROOF STRUCTURE PER STRUCTURAL DRAWINGS EXISTING ROOF STRUCTURE T.O.B BLDG A NEW WOOD BLOCKING NEW PLYWOOD CRICKET FRAMING NEW METAL COPING TO MATCH REMOVED EXISTING COPING EXISTING FASCIA BOARD MIN. 8" AL I G N W I T H F A C E O F C M U 2" 3'-4" ROOF SCREEN ANCHOR FRAMING / FLASHING SYSTEM BY MANUFACTURER ROOF SCREEN AND FRAMING SYSTEM BY MANUFACTURER (V.I.F.) +/- 4'-4 1/4" ROOF COVERBOARD RIGID INSULATION CRICKET NEW CMU PARAPET WALL PER PLAN METAL COPING CONNECTION TO CMU PER SCTRUCTURAL DRAWINGS T.O.P BLDG B STRESS PLY PLUS FR MATERIAL MODIFIED MEMBRANE FLASHING PLY 9" MIN. [228mm] ON FIELD BASE FLASHING PLY 6" MIN. [152mm] ON FIELD STRESS PLY PLUS FR MATERIAL MODIFIED MEMBRANE FELT PLIES INSULATION WHERE OCCURS, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION FLASHING, SEE SPECIFICATION COUNTER FLASHING SET IN JOINT DENSDECK SHEATHING ATTACH PER MFG. RECOMMENDATIONS (USE 3 COURSE MASTIC WITH MESH OVER FASTENERS) 8" M I N . SELF ADHERING FLEXIBLE FLASHING MEMBRANE UP PARAPET WALL, OVERLAPING COUNTER FLASHING CLEAT 4" MIN. 4" CANT STRIP WALL FINISH PER WALL TYPE 8" MIN CMU WALL PER PLAN CONT BEAD OF SEALANT SS STL GROMMETED FASTENER AT 12" OC TERMINATION BAR, FASTENERS AT 8" OC COMPRESSIBLE DBL SIDED WP TAPE COMPRESSIBLE DBL SIDED WP TAPE ROOFING MEMBRANE FLASHING, HOT AIR WELDED TO ROOF MEMBRANE THERMOPLASTIC MEMBRANE ROOFING SECUREMENT BAR AND FASTENER BY ROOFING MFR RIGID INSULATION / CRICKET, WHERE OCCURS MASONRY FLASHING REGLET, GALV CMU WALL ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ROOF DETAILS A8.22 MD MONROE ST. POOL REPLACEMENT ROOF DETAILS 1/2" = 1'-0" A8.22 04ROOF - OVERFLOW DRAIN 3" = 1'-0" A8.22 3TYP PIPE PENETRATION 1 1/2" = 1'-0" A8.22 10UPBLAST EXHAUST FAN FLASHING 1" = 1'-0" A8.22 09ACCESS LADDER 1 1/2" = 1'-0" A8.22 6CONDENSING UNIT ON MECHANICAL PLATFORM 3" = 1'-0" A8.22 03PARAPET COPING AT STUD WALL3" = 1'-0" A8.22 06PARAPET COPING AT CMU WALL1 1/2" = 1'-0" A8.22 13AIR INTAKE ROOF PENETRATION 1 1/2" = 1'-0" A8.22 08INTERIOR PREMANUFACTURED LADDER PLAN1 1" = 1'-0" A8.22 12ROOF HATCH AT METAL DECK1" = 1'-0" A8.22 7ROOF ACCESS LADDER 1" = 1'-0" A8.22 11ROOF HATCH AT METAL DECK1" = 1'-0" A8.22 14MECHANICAL ROOF SCREEN 1" = 1'-0" A8.22 15MECHANICAL ROOF SCREEN @ PARAPET 3" = 1'-0" A8.22 02TYP. REGLET & COUNTER FLASHING AT STUD WALL 3" = 1'-0" A8.22 05TYP REGLET & COUNTER FLASHING AT CMU WALL BOTTOM OF STRUCTURE CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN (1) LAYER OF 5/8" TYPE "X" GYP BD BOTH SIDES, UNO, SEE FINISH PLANS AND ELEVATIONS METAL STUD FRAMING PER NOTES ACOUSTICAL INSULATION WHERE OCCURS LINE OF CONCRETE CURB WHERE OCCURS CONTINUOUS SEALANT , BOTH SIDES, TOP AND BOTTOM CONTINUOUS TRACK TO MATCH STUD SIZE BOTTOM OF STRUCTURE CONTINUOUS SEALANT , BOTH SIDES CONTINUOUS TRACK TO MATCH STUD SIZE CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN (1) LAYER OF 5/8" TYPE "X" GYP BD BOTH SIDES, UNO, SEE FINISH PLANS AND ELEVATIONS METAL STUD FRAMING PER NOTES ACOUSTICAL INSULATION WHERE OCCURS UNO 0' - 6 " T Y P LINE OF CONCRETE CURB WHERE OCCURS BOTTOM OF STRUCTURE CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN (1) LAYER OF 5/8" TYPE "X" GYP BD BOTH SIDES, UNO, SEE FINISH PLANS AND ELEVATIONS METAL STUD FRAMING PER NOTES ACOUSTICAL INSULATION WHERE OCCURS LINE OF CONCRETE CURB WHERE OCCURS CONTINUOUS SEALANT CONTINUOUS TRACK TO MATCH STUD SIZE STRAP OR BRIDGING UN O 0' - 6 " DESCRIPTION CATEGORY STEEL STUDS S WOOD STUDS W TYPE CORE/ STRUCTURE SIZE SA2 BOTTOM OF STRUCTURE CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN (1) LAYER OF 5/8" TYPE "X" GYP BD , UNO, SEE FINISH PLANS AND ELEVATIONS METAL CHANNELS 16" O.C. VERT CONTINUOUS SEALANT UN O 0'- 6 " ADJACENT WALL PER PLAN ANCHOR 0' - 0 1 / 4 " CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN BOTTOM OF STRUCTURE CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN (1) LAYER OF 5/8" TYPE "X" GYP BD , UNO, SEE FINISH PLANS AND ELEVATIONS METAL STUD FRAMING PER NOTES ACOUSTICAL INSULATION WHERE OCCURS LINE OF CONCRETE CURB WHERE OCCURS CONTINUOUS SEALANT CONTINUOUS TRACK TO MATCH STUD SIZE 0'- 6 " ADJACENT WALL PER PLAN CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN BOTTOM OF STRUCTURE CEILING SYSTEM, WHERE OCCURS SEE REFLECTED CEILING PLAN (1) LAYER OF 5/8" TYPE "X" GYP BD BOTH SIDES, UNO, SEE FINISH PLANS AND ELEVATIONS METAL STUD FRAMING PER NOTES ACOUSTICAL INSULATION WHERE OCCURS LINE OF CONCRETE CURB WHERE OCCURS CONTINUOUS FIRE CAULKING, BOTH SIDES, TOP AND BOTTOM CONTINUOUS TRACK TO MATCH STUD SIZE ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PARTITION TYPES A9.01 MD MONROE ST. POOL REPLACEMENT PARTITION TYPES SAPARTITION TYPE "SA"SBPARTITION TYPE "SB"SEPARTITION TYPE "SE" PARTITION TYPE TAG SA Walls WALL TYPE STUD SIZE SA3 3 5/8" STUDS SA4 4" STUDS SA6 6" STUDS SB Walls WALL TYPE STUD SIZE SB4 4" STUDS SB6 6" STUDS SE Walls WALL TYPE STUD SIZE SE3 3 5/8" STUDS SE4 4" STUDS 3" = 1'-0" A9.01 SFPARTITION TYPE "SF" (FURRED PARTITION) SF Walls WALL TYPE CHANNEL SIZE SF0 7/8" CHANNEL 3" = 1'-0" A9.01 SGPARTITION TYPE "SG" SG Walls WALL TYPE STUD SIZE SG2 2 1/2" STUDS SG3 3 5/8" STUDS SG4 4" STUDS SG6 6" STUDS 3" = 1'-0" A9.01 SNPARTITION TYPE "SN" (1HR) SN Walls WALL TYPE STUD SIZE SN6 6" STUDS SEE WALL TYPE DO O R O P E N I N G SE E S C H E D U L E DOOR - SEE DOOR SCHEDULE HOLLOW METAL FRAME AND ANCHOR - SEE DOOR SCHEDULE 0'-0 1/2"0'-0 1/2" CMU 8" CMU, SEE STRUCTURAL FOR HORIZONTAL AND VERTICAL REINFORCING 1/2" SEALANT AND BACKER ROD, BOTH SIDES DOOR AND FRAME, AS SCHED. EQ.6"EQ. REF. SCHEDULE FOR FINISH CMU WALL, PER PLAN HOLLOW METAL DOOR FRAME, GROUT PACKED DOOR ANCHOR TO CMU WALL, ANCHOR STRAP & ADJUSTABLE HAT SECTION PER FRAME MANUFACTURER DOOR PER DOOR SCHEDULE NOTE: FOR FRAME ANCHOR, SEE EXTERIORINTERIOR 0'- 2 " CONTINUOUS SEALANT AND BACKER ROD BOTH SIDES PARALLEL ARM, PUSH SIDE MOUNTED DOOR CLOSER, TYP 7 3/4" MAX. 3/8 " 1' -10 " PORCELAIN TILE THIN SET 3/8" RADIUS BRUSHED STAINLESS STEEL SCHLUTER-DILEX-HKU COVE AT BASE. HKUR10EB 5/8" GYP. BD. METAL STUD 1/8 " 0'-0 1/2" 1' 9 1 / 2 " T I L E H E I G H T 0'- 0 1 / 8 " G R O U T 0'-0 3/16" WALL TILE, PER FINISH SCHEDULE WALL, PARTITION TYPE PER FLOOR PLAN 0' - 6 " COATED GLASS MAT WATER- RESISTANT GYPSUM BACKER BD. COVED BASE TRIM PIECE FLOOR TILE PER FINISH PLAN NOTE: PROVIDE WATERPROOFING UNDER TILE WORK, TYP. SEE SPECIFICATIONS WALL TILE PER FINISH PLANS HOLLOW METAL DOOR FRAME DOOR PER DOOR SCHEDULE FRAME ANCHOR - SEE 0'-0 1/2" MAX. WALL TYPE PER FLOOR PLAN AL I G N 0'- 2 " PACK WITH INSULATION SEE PLAN FOR PARTITION TYPE FULL WALL TILE PER FINISH PLAN AND INTERIOR ELEVATIONS SCHLUTER EDGE, TYP STEEL PLATE, REFER TO 13/S6.72 METAL DECK TOP TRACK PER STRUCTURAL DRAWINGS MINERAL FIBRE INSULATION MIN (2) FLUTES SPECSEAL SMOKE 'N' SOUND SPRAY GRADE, TYP. BOTH SIDES. PAINT TO MATCH ADJACENT SURFACE. TOP TRACK PER STRUCTURAL DRAWINGS METAL DECK METAL STUD DO NOT FASTEN GYP BD TO TRACK (TYP) SOUND INSULATION AS NOTED SPECSEAL SMOKE 'N' SOUND SPRAY GRADE, TYP. BOTH SIDES. PAINT TO MATCH ADJACENT SURFACE. WALL PARALLEL TO DECK BETWEEN FLUTES -AT SLIP CONNECTION.WALL PERPENDICULAR TO DECK -AT SLIP CONNECTION. WALL TYPE PER PLAN WALL PERPENDICULAR TO DECK -AT RIGID CONNECTION. 12 GA 'Z' CHANNEL FOR RIGID CONNECTION SOUND BATT INSULATION AS NOTED METAL DECK MINERAL FIBRE INSULATION SPECSEAL SMOKE 'N' SOUND SPRAY GRADE, TYP. BOTH SIDES. PAINT TO MATCH ADJACENT SURFACE. WALL TYPE PER PLAN WALL PARALLEL TO DECK -AT RIGID CONNECTION. MINERAL FIBER INSULATION FASTENER TYPE AND SPACING PER 13/S6.72 FASTENER TYPE AND SPACING PER 13/S6.72 METAL STUD DO NOT FASTEN GYP BD TO TRACK (TYP) SOUND INSULATION AS NOTED WALL TYPE PER PLAN FASTENER TYPE AND SPACING PER 13/S6.72 METAL DECK SPECSEAL SMOKE 'N' SOUND SPRAY GRADE, TYP. BOTH SIDES. PAINT TO MATCH ADJACENT SURFACE. MINERAL FIBER INSULATION DO NOT FASTEN GYP BD TO TRACK (TYP) SOUND INSULATION AS NOTED WALL TYPE PER PLAN FASTENER TYPE AND SPACING PER 13/S6.72 TO D E C K 1/ 4 " M A X . TO D E C K 1/ 4 " M A X . @ FRAMED GYP. CEILING SEE RCP CEILING HEIGHT WALL PER PLAN 1/4-20 x 1-1/2" SELF DRILLING SELF TAPPING SCREW WITH LOCK WASHER (PROVIDE 1 SCREW AT EACH END AND @ 48" O.C. INTERMEDIATE. 2 SCREWS MINIMUM EACH FIXTURE.) MAX WEIGHT 5LBS PER LF. KICKER AND CONNECTION TO DECK SEE STRUCTURAL 600S162-43 METAL STUDS @ 16" O.C., TYP. FOR SIZE & SPACING OF STUDS, SEE SCHEDULE ON 5/8" GYP. BD. 0'- 3 " 12 S6.72 16 S6.72 BACKING TRACK PER - --- SEE RCP CEILING HEIGHT FOR SIZE & SPACING OF STUDS, SEE SCHEDULE ON 5/8" GYP. BD. 16 S6.72 SURFACE MOUNTED LIGHT FIXTURE PER LIGHTING PLAN E3.00; FASTENED TO PL WITH (8) 1/4" BOLT WITH NUT AND WASHER PL MATCHING STUD GAX32" WIDE SPANNING MIN (3) STUDS W/ #10 SCREWS @ 12" O/C EA STUD 1" . 3/8" X 3" WIDE BENT PLATE - PAINT TO MATCH SHELVING HEAVY-DUTY METAL CABINET 3/8" DIA. HILTI KH-EZ MASONRY SCREWS W/ 3-1/4" EMBED. (ICC ESR #3056) (1) @ EA. LEG (4 MIN. PER SHELVING UNIT) (2) #10 S.M.S. PER ANGLE CLIP T.O. CABINET 0'-2"0'-3"0'-1" +6' -6" A.F.F. 3/8" DIA. S.S. HILTI KH-EZ MASONRY SCREWS W/ 3-1/4" EMBED. (ICC ESR # 3056) @ 6" BELOW T.O. OF EACH LOCKER. REFER TO S0.01, SECTION G.1 LOCKER PER SPECIFICATION WALL TYPE PER PLAN FIN. FLOOR (WHERE OCCURS) 0' - 6 " 3/8" DIA. S.S. HILTI KH-EZ MASONRY SCREWS W/ 3-1/4" EMBED. (ICC ESR # 3056) @ 6" ABOVE B.O. OF EACH LOCKER. REFER TO S0.01, SECTION G.1 RIPPED 2x6 P.T. WOOD BLOCKING TO 1" MIN. (2) COUNTERSUNK 3/8" DIA. HILTI KH-EZ MASONRY SCREWS W/ 3-1/4" EMBED. (ICC ESR # 3056) @ 32" O.C. REFER TO S0.01, SECTION G.1 CONT. 1x6 P.T. WOOD BLOCKING MIN. (2) COUNTERSUNK 3/8" DIA. HILTI KH-EZ MASONRY SCREWS W/ 3-1/4" EMBED. (ICC ESR # 3056) @ 32" O.C. 1/8" THICK GALVANIZED STEEL PLATE. SEE FOR DETAIL 3" M I N . 0' - 2 " 0' - 2 " 0'-8" MAX. 27 " A . F . F . 3/8" DIA. HILTI KH-EZ MASONRY SCREWS W/ 3-1/4" EMBED. (ICC ESR #3056) (1) @ EA. LEG (4 MIN. PER SHELVING UNIT) CABINET PER SPECIFICATION WALL TYPE PER PLAN NOTES: 1. MOUNT ALL F.E.C. 18" CLEAR FROM DOR U.O.N. ON FLOOR PLAN 2. FIRE EXTINGUISHER TO BE 4A40B 3. FIRE EXTINGUISHERS NOT TO BE LOCATED IN PATH OF TRAVEL. 4. UL-RATED 3-A:40-B:C AT CHEMICAL STORAGE, PUMP ROOM, LOCKER ROOMS, AND WHERE INDICATED ON DRAWINGS. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 INTERIOR DETAILS A9.11 MD MONROE ST. POOL REPLACEMENT INTERIOR DETAILS 3" = 1'-0" A9.11 02DOOR HEAD AT CMU 3" = 1'-0" A9.11 04HEAD DETAIL 3" = 1'-0" A9.11 05DOOR HEAD - HOLLOW METAL DOOR @ CMU WALL 6" = 1'-0" A9.11 14TILE COVE BASE 3" = 1'-0" A9.11 11TILE AT TOP AND BASE 3" = 1'-0" A9.11 08DOOR JAMB - HOLLOW METAL DOOR AT TILE 6" = 1'-0" A9.11 09TILE @ CORNER 3" = 1'-0" A9.11 03NON-RATED WALL AT METAL DECK1 1/2" = 1'-0" A9.11 1RECESSED LINEAR WALL SLOT LIGHT 1 1/2" = 1'-0" A9.11 6RECESSED LINEAR WALL SLOT LIGHT 3" = 1'-0" A9.11 7METAL SHELVING ANCHORAGE @ WALL 3" = 1'-0" A9.11 10METAL LOCKER ANCHORAGE 3" = 1'-0" A9.11 12SURFACE MOUNTED FEC F550 INSIDE CORNER ALUMINUM TRIM MOLDING, BY MARLITE OR EQUAL F565 DIVISION ALUMINUM TRIM MOLDING, BY MARLITE OR EQUAL 48"X 96" FIBERGLASS REINFORCED PANEL BY MARLITE, P-199 BRITE WHITE F560 STAINLESS STEEL OUTSIDE CORNER GUARD ALUMINUM TRIM MOLDING, BY MARLITE OR EQUAL PER MFR PER MFR PE R M F R P E R M F R TYP. PANEL WIDTH 96" 10 ' - 0 " U . N . O . 0' - 4 " FIBERGLASS REINFORCED PANEL, (FRP) SEE FINISH SCHEDULE F565 DIVISION ALUMINUM TRIM MOLDING BY MARLITE OR EQUAL F570 EDGE ALUMINUM TRIM MOLDING BY MARLITE OR EQUAL @ TOP AND BOTTOM OF PANEL INTEGRAL EPOXY COVED BASE, SEE DETAIL 07/A9.41 WALL, SEE FLOOR PLANS FOR WALL TYPE F550 INSIDE CORNER ALUMINUM TRIM MOLDING BY MARLITE, OR EQUAL F560 OUTSIDE CORNER GUARD ALUMINUM TRIM MOLDING BY MARLITE OR EQUAL03 A9.12 TYP. WALL PER PLAN 5/8" GYP. BOARD. 1" ACOUSTIC PANEL. PREP WALL TO RECEIVE LOW V.O.C. ADHESIVE. SEE (AP-1) ON FINISH SCHEDULE FOR MOUNTING HEIGHT SEE INTERIOR ELEVATION FOR MOUNTING HEIGHT SEE INTERIOR ELEVATION 0'-1" DOOR, WHERE OCCURS CARPET TILE CONCRETE SLAB CARPET / SEALED OR POLISHED CONCRETE CONCRETE FLOOR PER FINISH PLAN 1/ 4 " MA X . NOTE: 1. UNDERCUT ALL DOORS TO CLEAR FLOOR FINISH BY 1/4" EXCEPT AT RATED DOORS, U.O.N. IN DOOR SCHEDULE. 2. FOR FLOORING FINISHES WITH 1/4" OR LESS HEIGHT VARIANCE, PROVIDE TRANSITION STRIP AS INDICATED. 1 2 DOOR, WHERE OCCURS RUBBER FLOORING, REFER TO FINISH PLAN CONCRETE SLAB RUBBER FLOORING / SEALED OR POLISHED CONCRETEB A SEALED CONCRETE PER FINISH PLAN ALUMINUM SCHLUTER RENO-U 6MM ALUMINUM SCHLUTER RENO-U 6MM, 2:1 MAX. SLOPE 2 1 MAX. 1/ 2 " M A X . MAX. FRAME BEYOND DOOR, SEE DOOR SCHEDULE CHANGE FLOOR FINISHES AT CENTER LINE OF DOORS, TYPICAL FINISHED FLOOR PER PLANS ARIZONA TILE "QTZ-2" QUARTZ THRESHOLD SET IN MASTIC THIN SET TILE PER FINISH PLANS 0'-0 1/2" V.I.F. 0'-0 1/2" RUBBER FLOORING / SEALED OR POLISHED CONCRETEC 1/ 4 " M A X . 1/ 2 " M A X . 2 1 MAX. WALL FINISH AND FRAMING PER PLANS COVED RUBBER BASE WALL FINISH AND FRAMING PER PLANS STRAIGHT RUBBER BASE A (AT CONCRETE, TYP. @ BACK OF HOUSE AREAS)B (AT CARPET, RUBBER & WOOD FLOORING - U.N.O.) 4" . WALL FINISH AND FRAMING PER PLANS STRAIGHT RUBBER BASE C (AT RESILIENT FLOORING) CMU WALL NO BASE D (AT CMU WALL) 4" 4" WALL TYPE PER FLOOR PLAN; WALL FINISH PER ELEVATION GLASS BOARD, SEE INTERIOR ELEVATIONS FOR LOCATIONS AND CUSTOM SIZING Z-BAR PER MANUFACTURER @ 2'-0" O.C., 6" MAX. FROM EDGE OF PANEL. T.O. BOARD SEE INTERIOR ELEVATION #10 SMS @ 16"O.C. TYP. BACKING REF: MAX. 2'- 0 " O . C . MAX. 6 " 1" X 1/2" 14 G.A. ALUMINUM 'L' ANGLE ALIGN BOTTOM LEG W/ F.O. GLASSBOARD, ATTACH W/ #10 SMS @16" O.C. MITER AT CORNERS PLAN DETAIL 1" B.O. BOARD SEE INTERIOR ELEVATION1/2"1" X 1/2" X 3" 14 G.A. ALUMINUM 'U'; ALIGN BOTTOM LEG W/ F.O. GLASSBOARD, ATTACH W/ #10 SMS @16" O.C. MAX. 6". 'TRU MOUNT' BY MANUFACTURER ADHERED TO GLASS IN FACTORY. 1/2 " 1/2 " 1/2" 1" X 1" X 1" 14 G.A. ALUMINUM 'U'; ALIGN BOTTOM LEG W/ F.O. GLASSBOARD, ATTACH W/ #10 SMS @16" O.C. #10 SMS @ 16"O.C. PRE TAPPED HOLE WITH FLATHEAD SCREW @ 16" O.C. 1" 1/2". 1" /---- SEE INTERIOR ELEVATION 1/2" THICK PLYWOOD, TYP. MIRROR, REFER TO INTERIOR ELEVATION FOR SIZES HORIZONTAL FRENCH CLEAT, TYP. MIRROR EDGE, D514BA BRITE ANODIZED FINISH, DEEP NOSE 1/4" ALUM. J-CHANNEL, TYP. ATTACHMENT TO CMU AT 16" O/C, TYP. CMU WALL PER PLAN B. O. MIRROR SEE INTERIOR ELEVATION TYP. STAINLESS STEEL STUD MOUNT W/ 1-1/2" PROJECTED SPACER W/ BLACK FINISH 1/4" THICK SHEET METAL PAINTED W/ BLACK ENAMEL PAINT. SEE INTERIOR ELEVATION FOR MAP PATTERN WALL PER PLAN POSITIVLY FIX SCREWS TO BACK OF PANEL, DRILL AND TAP METHOD OR EQ. U.N.O. 24" MAX. 12" = 1'-0" A9.12 03FRP PANEL SECTION DETAIL 3/4" = 1'-0" A9.12 08FRP PANEL PLAN DETAIL 3" = 1'-0" A9.12 05ACOUSTIC PANEL ATTACHMENT 3" = 1'-0" A9.12 01TYP. INTERIOR FLOOR TRANSITIONS 3" = 1'-0" A9.12 09RUBBER BASE (B-1) 6" = 1'-0" A9.12 04GLASSBOARD WALL SECTION3" = 1'-0" A9.12 07MIRROR WALL - SECTION 3" = 1'-0" A9.12 06STUD MOUNTING ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 INTERIOR DETAILS A9.12 MD MONROE ST. POOL REPLACEMENT INTERIOR DETAILS EQ EQ EQ EQ LIGHT FIXTURE, TYP TYPICAL ELEC DEVICE SPEAKERMECH DIFFUSER EQ EQ NOTES: 1. CENTER DEVICE ON LIGHT FIXTURE OR MECH DIFFUSER WHERE OCCURS. 2. IN ACT CLGS, CENTER DEVICES IN CLG TILE, NO MORE THAN TWO DEVICES PER 2x4 TILE. 3. IN ACT CLGS, IF ONLY ONE DEVICE OCCURS, CENTER DEVICE IN TILE, BOTH DIRECTIONS. 4. WHERE MULTIPLE DEVICES OCCUR, CONSOLIDATE INTO ONE AREA WHERE POSSIBLE. CONDITION AT ACT CEILING CONDITION AT GYP CEILING SEE RCP FOR SIZE & SPACING OF JOISTS, SEE SCHEDULE ON CEILING PER PLAN WALL AND FINISH PER PLAN LIGHT FIXTURE PER ELECTRICAL / LIGHTING PLANS 1/4-20 x 1-1/2" SELF DRILLING SELF TAPPING SCREW WITH LOCK WASHER (PROVIDE 1 SCREW AT EACH END AND @ 48" O.C. INTERMEDIATE. 2 SCREWS MINIMUM EACH FIXTURE.) 3". WALL TILE, WHERE OCCURS PER PLANS TYPE A PERIMETER STARTER WALLS, GRID ATTACHED TO (2) ADJACENT WALLS (4) EACH 12 GA. SPLAY WIRES (SEE NOTE #5) 12 GA. HANGER WIRES AT 4'-0" OC EACH WAY ALONG MAIN RUNNERS 12 GA. HANGER WIRES AT 8" FROM ALL WALLS AT ALL MAIN RUNNERS & CROSS TEES OPPOSITE FREE WALLS, NO GRID ATTACHMENT - 1/2" MIN. CLEAR FIXTURES, SUPPORT PER NOTES CROSS TEES AT 24" OC MAIN RUNNERS AT 48" OC REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION NOTES: 1. CLASSIFICATION OF CEILING GRID IS: HEAVY DUTY. 2. THESE PLANS AND SPECIFICATIONS ARE FOR CEILING SYSTEMS WHOSE WEIGH INCLUDING AIR CONDITIONING GRILLES & LIGHT FIXTURES DOESN'T EXCEED FOUR (4) PSF HEAVIER SYSTEMS AND THOSE SUPPORTING LATERAL LOADS FROM PARTITIONS WILL REQUIRE SPECIAL DESIGN DETAILS. 3. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES. 4. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES. 5. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING: A. FOR SCHOOL BUILDINGS, PLACE SETS OF BRACING WIRES NOT MORE THAN 12'x12' OC B. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACING GIVEN IN 'A' ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS FOR BOTH SCHOOL AND HOSPITAL BUILDINGS. 6. FASTEN HANGER WIRES WITH NOT LESS THAN (3) TIGHT TURNS. FASTEN BRACING WIRES WITH (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 3". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTIONS OF THE FORCES ACTING ON THE WIRE. 7. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES. CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES. 8. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. ALL LIGHT FIXTURES SHALL BE ATTACHED SECURELY TO THE GRID WITH (4) SCREWS, ONE AT EACH CORNER OF THE FIXTURE. 9. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURES AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'x4' LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. 10. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN (4) TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND AT THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE (4) TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE UNIT. 11. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. 12. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE FIXTURE. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. 13. PROVIDE ALL REQUIRED COMPONENTS (INCLUDING APPROVED CEILING GRID SEISMIC CLIPS) FOR "CEILING SEISMIC DESIGN" - CBC SECTION #1614A.1.21 (a) SJCG CLIP 08 A9.21 05 A9.21 10 A9.21 COMPRESSION STRUT SCHEDULE MAX LENGTH OF STRUT STRUT 8'-0" 3 5/8" x 25 GA "C" -STUDS SSMA DESIGNATION 362S125-18 STEEL STUD COMPRESSION STRUT; SEE SCHEDULE REMOVE FLANGES TO PROVIDE TIGHT FIT ON TOP OF MAIN RUNNER (2) #12 SMS SCREWS THROUGH MAIN RUNNER & STUD WEB MAIN RUNNER 10'-0" 2 -1 5/8" x 25 GA "C" -STUDS SEE DET. BELOW 15'-0" 2-2 1/2" x 25 GA. "C" -STUD SEE DET. BELOW 20'-0" 2-3 5/8" x 25 GA. "C" -STUD SEE DET. BELOW STEEL C STUDS PER SCHEDULE 3/8" S-12 (12 GA.) SCREWS AT 12" O.C. AND 6" FROM ENDS. 162S125-18 250S125-18 362S125-18 A A FOR ATTACHMENT TO STRUCTURE, RE: NOTES: 1. COMPRESSION STRUTS SHALL NOT REPLACE HANGAR WIRE. 2. CEILING TILE NOT SHOWN FOR CLARITY. A9.30 07 MIN OPNG 22"x30" DOUBLE STUD FRAMING, TYP HINGE STEEL FRAME KEYLOCK & PULL J MOLDING TYP PAINTED GYP BD HEAVY DUTY CEILING GRID SYSTEM CLG. GRID CLIP BOTH ENDS CEILING LIGHT FIXTURE (2) #12 SLACK WIRES @ DIAGONAL LOCATIONS. (4) #12 WIRES IF MORE THAN 55 LBS. LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES MUST BE ATTACHED TO THE GRID & TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. NOTE: (4) NO. 12 GAUGE WIRES MUST BE SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION & SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. CEILING PANEL MTL STUD BLOCKING WALL AND FRAMING PER PLAN 7/8" SHADOW MOLD OR WITHIN 1/4" OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST 7/8"3/4" 8" MAX OR WITHIN 1/4" OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST. ARMSTRONG 'BERC 2' CLIP. ACCEPTABLE TO IBC PER ESR-1308 MAIN "T" @ 48" OC CROSS "T" @ 24" OC 12 GA HANGER WIRES AT 4'-0" OC EA WAY W/ 3 TIGHT TURNS IN 3" SECURE WIRES TO STRUCTURE ABOVE, REFER TO 12 GA HANGER WIRES AT 4'-0" OC EA. WAY W/ 3 TIGHT TURNS IN 3" AT METAL STUD WALL: #10 SMS, AT MASONRY WALL: 1/4" MASONRY SCREWS WITH 2-1/2" EMBED PER F/S0.01, AT CONCRETE WALL: 1/4" CONCRETE SCREWS WITH 2-1/2" EMBED PER F/S1.O1 0'-8 1/256"MAX A9.30 07 OR WITHIN 1/4" OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST. 7/8" 12 GA HANGER WIRES AT 4'-0" OC EA WAY WITH 3 TIGHT TURNS IN 3" MAIN "T" @ 48" OC CROSS "T" @ 24" OC CEILING PANEL METAL STUD BLOCKING SECURE WIRES TO STRUCTURE ABOVE, REFER TO SHADOW MOLD 12 GA HANGER WIRES AT 4'-0" OC EA WAY W/ 3 TIGHT TURNS IN 3" ARMSTRONG'S 'BERC 2' CLIP. ACCEPTABLE TO IBC PER ESR-1308 SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING AT METAL STUD WALL: #10 SMS, AT MASONRY WALL: 1/4" MASONRY SCREWS WITH 2-1/2" EMBED PER F/S0.01, AT CONCRETE WALL: 1/4" CONCRETE SCREWS WITH 2-1/2" EMBED PER F/S1.O1 A9.30 07 8" MAX 8" MAX OR WITHIN 1/4" OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST. CEILING JOIST FRAMING (2) #10x1 3/4" SELF TAPPING SCREWS STL STRAP 3" WIDE x 4" LONG x 10 GA MIN 10 GA HANGER WIRE WITH MIN 3 TIGHT TURNS IN 1 1/2" AT VERTICAL HANGER WIRE 0'-0 177/256"MAX WALL, PER PLAN AT MTL STUD WALL: #10 SMS, AT MASONRY WALL: 1/4" MASONRY SCREWS WITH 2-1/2" EMBED PER F/S0.01 AT CONCRETE WALL: 1/4" CONCRETE SCREWS WITH 2-1/2" EMBED PER F/S0.01 STL STRAP 3" WIDE x 4" LONG x 10 GA MIN 10 GA HANGER WIRE WITH MIN 3 TIGHT TURNS IN 1 1/2" AT SPLAYED WIRE MAX 0' - 0 1 7 7 / 2 5 6 " AT VERTICAL HANGER WIRE MTL STUD WALL FRAMING AT MTL STUD WALL: #10 SMS, AT MASONRY WALL: 1/4" MASONRY SCREWS WITH 2 -1/2" EMBED PER F/S0.01 AT CONCRETE WALL: 1/4" CONCRETE SCREWS WITH 2 -1/2" EMBED PER F/S0.01 STL STRAP 3" WIDE x 4" LONG x 10 GA MIN 10 GA HANGER WIRE WITH MIN 3 TIGHT TURNS IN 1-1/2" MA X 0' - 0 1 7 7 / 2 5 6 " NOTE: AT MTL STUD WALLS, PROVIDE BACKING AS REQ. 12 GA VERTICAL HANGER WIRE AT 4'-0" EA WAY WITH MIN 3 TIGHT TURNS IN 3" BOTH ENDS OF WIRE, TYPICAL. COMPRESSION STRUTS REQ AT EA SET OF BRACING WIRES, TYP ATTACH COMPRESSION STRUT TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. (4)-12 GA SPLAYED WIRES 90 DEGREES APART HORIZ WITH MIN 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYPICAL. WIRES SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT- NO SPLICES PERMITTED. 45° MAX VERT TYP 2" MAX. FROM BRACING WIRES TO CROSS RUNNERS MAIN RUNNER CROSS RUNNER COMPRESSION STRUTS: STL SECTION WITH L/R RATIO OF 200 MAX COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE, REFER TO NOTES: 1. FOR CONNECTIONS OF BRACING & HANGER WIRES TO THE STRUCTURE ABOVE, REFER TO A9.30 08 A9.30 10 #12 GA. VERTICAL WIRENOTE: 1/8" POP RIVET @ ALL MEMBERS ON WALL CLR. 0'-8" CLR. 0'-8" MAIN RUNNER OR CROSS T HORIZONTAL STRUT TYPICAL CONTINUOUS ACOUSTICAL BOARD WALL ANGLE PROVIDE 1/2" SPACE OPPOSING WALL VERT. STRUT FASTENED TO MAIN RUNNER-EXTEND AND FASTEN TO UNDERSIDE OF STRUCTURE ABOVE 12'-0" O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL PER ASTM #C635 AND #C636 AND CHAPTER 23 OF THE CALIFORNIA BUILDING CODE. # 12 HANGER WIRE A 4'-0" O.C. IN BOTH DIRECTIONS ALL HANGER AND SPLAY WIRES TO HAVE A MINIMUM OF 3 TURNS IN 1" RUN. #12 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER VERTICAL ANGLE = 45 (12' O.C. IN BOTH DIRECTIONS / 144 SQ.FT. MAX.) START WITHIN 4'-0" OF WALL. MAIN RUNNER CROSS TEE NOTE: CONTRACTOR TO FIELD VERIFY EXISTING CONDITION WHERE EXISTING GRID OCCURS AND MAINTAIN FLOATING VS. FIXED AT ADJACENT GRID. T Y P . 4 5 º 0' - 6 " MTL STUD KICKER PER STRUCTURAL EXTEND GYP BD 6" ABV ADJ CLG SEE RCP ALIGN FACE OF CLG PANEL WITH FACE OF GYP BD WALL ANGLE AT TRANSITION CORNER BEAD (TYP) CLG OR SOFFIT JOISTS, SEE STRUCTURAL DRAWINGS SEE RCP 1/2" = 1'-0" A9.21 14TYPICAL DEVICE LAYOUT ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CEILING DETAILS A9.21 MD MONROE ST. POOL REPLACEMENT CEILING DETAILS 3" = 1'-0" A9.21 11PERIMETER SLOT LIGHT @ RESTROOMS 6" = 1'-0" A9.21 02CEILING REQUIREMENTS1 1/2" = 1'-0" A9.21 04COMPRESSION STRUT 1 1/2" = 1'-0" A9.21 06HORIZONTAL ACCESS PANEL1 12" = 1'-0" A9.21 09LIGHT FIXTURE AT ACT 3" = 1'-0" A9.21 05OPP WALL OF STARTER WALL REVEAL EDGE 3" = 1'-0" A9.21 08PERIMETER STARTER WALL - SHADOW 6" = 1'-0" A9.21 8SEISMIC BRACING CONNECT. TO CLG 6" = 1'-0" A9.21 12SEISMIC BRACING CONNECT. TO WALL 12" = 1'-0" A9.21 10SPLAY BRACING DETAIL1 3/4" = 1'-0" A9.21 15SUSPENDED CEILING GRID 3" = 1'-0" A9.21 16CEILING TRANSITION VA R I E S FINISH PLUG TO MATCH CABINET INTERIOR FINISH STUD WALL 1x4 WALL CLEAT WITH NO. 10 x 2" SELF TAPPING SHEET METAL SCREWS INTO METAL STUDS OR BLOCKING. ATTACH CABINET TO CLEAT WITH NO 8 x 1 1/4" WOOD SCREWS @ 16" O.C. (TYP.) DETAIL E (METAL ANCHORAGE) DETAIL D (BLOCKING) VARIES DOOR OR EDGE OF OPENING BLOCKING 2x #6 FHWS @ 12" OC W/ 1-1/2" EMBED #10 FHPH 3" COUNTERSUNK, MIN 4" FROM EA END & 16" OC 2x4 WOOD SUPPORT 3/8" DIA. HILTI KWIK-BOLT TZ (ICC-ESR 1917) W/ 2" EMBEDMENT, LOCATE 4" FROM EA END AND 24" OC #10 FHPH COUNTERSUNK SCREWS X 2-1/2", MIN 2" FROM EA END & 16"OC PROVIDE PLASTIC CAP TO MATCH COLOR OF PLAM #10 FHPH COUNTERSUNK SCREWS X 2-1/2", MIN 2" FROM EA END & 16"OC PROVIDE PLASTIC CAP TO MATCH COLOR OF PLAM 3/8" DIA. HILTI KWIK-BOLT TZ (ICC-ESR 1917) W/ 2" EMBEDMENT, LOCATE 4" FROM EA END AND 24" OC #10 FHPH 3" COUNTERSUNK, MIN 4" FROM EA END & 16" OC BLOCKING 2X4 CONTINUOUS, PTDF BLOCKING 2X4 CONTINUOUS, PTDF 3/4" PLYWOOD CABINET RAIL TYPE 1-M-2 CABINET SIDEMETAL BACKING CHANNEL PER #10 FHPH SELF TAPPING SCREWS. SHEET METAL SCREWS INTO BLOCKING OR METAL STUDS @ 24" OC MIN (2) SCREWS IN EACH DIRECTION GWB 3/4" PLYWOOD CABINET INTERIOR 0' - 6 " W.I. DESIGN SERIES SEE INTERIOR ELEVATIONS SE E E L E V A T I O N VA R I E S W.I. DESIGN SERIES SEE INTERIOR ELEVATIONS SE E E L E V A T I O N SE E E L E V A T I O N ADJUSTABLE SHELVES CABINET W/ LOCK LINE OF BOTTOM SHELF LIGHT FIXTURE, WHERE OCCURS HORIZONTAL MOUNTED PULLS, TYP MATCH DOOR HARDWARE FINISH BACKSPLASH, WHERE OCCURS, SEE ELEVATION DRAWERS, SEE ELEVATION COUNTERTOP NOT TO EXCEED 1/2" AT CABINET EXPOSED ENDS ADJUSTABLE SHELF BREAK AT ACCESSIBLE SINK DOORS - PROVIDE FULL DOOR SWING, INCLUDING TOE KICK AT EXPOSED ENDS: PROVIDE A 2" RECESS BASE, SEE FINISH PLAN ELEVATION A FINISHED FLOOR FINISHED CEILING (SEE REFLECTED CEILING PLANS) 0' - 2 " DRAWER ON FULL EXTENSION HEAVY DUTY GLIDES, WHERE OCCURS, SEE ELEVATION SECTION B LOWER CABINET WITHOUT DRAWER LOWER CABINET WITH SINK COUNTERTOP ONLY VARIES 0'- 6 " @CMU AND CONCRETE GENERAL NOTES: 1. SEE SPECIFICATION SECTIONS 064000 & 064116. 2. CONSTRUCTION SHALL BE PER THE ARCHITECTURAL WOODWORK INSTITUTE (WI) STANDARDS, LATEST EDITION. 3. FINISH PER PLANS, SCHEDULES, AND LEGEND. 4. WHITE THERMALLY FUSED MELAMINE AT CONCEALED INTERIOR OF CABINETS, UNO 5. AT SINKS, WHEN DOORS OPEN 90° PROVIDE FOR 32" MIN CLEAR BETWEEN KICKS. SEE CBC SECTION 11B-603.3 FOR KNEE CLEARANCE. 6. NO SHARP OR ABRASIVE SURFACES UNDER SINK. 7. ALL JOINTS TO BE CAULKED WITH CLEAR SILICONE CAULK. 8. WRAP HOT & COLD WATER SUPPLIES AND DRAIN PIPING W/ PVC INSULATION MATERIAL COMPLIANT WITH ASTM E84-07, 25 FLAME / 450 SMOKE INDEX. 9. INSTALL SECURE BACKING AT ALL THREE SIDES OF COUNTER. 10. 2x4 #1 DOUGLAS FIR LEDGER BACK & SIDE WALLS. 11. LOWER CABINET WITH SINK A. INSULATE ALL EXPOSED HOT WATER AND DRAIN LINES UNDER SINK. B. SEE CBC SECTION 11B-603.3 FOR KNEE CLEARANCE. C. AREA HATCHED BELOW SINK SHALL BE ACCESSIBLE & CLEAR. D. FAUCET CONTROLS TO BE LEVER OR A TYPE NOT REQUIRING GRASPING, PINCHING, OR TWISTING OF THE WRIST W/ 5 LBS FORCE MAX TO OPERATE. (LOWER CABINET WITH DRAWER SHOWN) VA R I E S , S E E FI N I S H P L A N S SECTION C (TALL CABINET) 54 " M A X SE E E L E V A T I O N S VA R I E S , S E E FI N I S H P L A N S CABINET W/ LOCK0'- 6 " E DETAIL TYP F DETAIL TYP D DETAIL TYP E DETAIL TYP F DETAIL TYP F DETAIL TYP E DETAIL TYP E DETAIL TYP F DETAIL TYP D DETAIL TYP XXX X A9.31 12 A9.31 12 A9.31 17/21 PLASTIC LAMINATE CABINET DOOR PLASTIC LAMINATE ADJUSTABLE SHELF PLASTIC LAMINATE FIXED SHELF TYP PLASTIC LAMINATE DOOR STOP RECESSED HEAVY DUTY ADJUSTABLE SHELF SUPPORTS WITH SHELF CLIPS DOOR PULL , TYP -MATCH DOOR HARDWARE FINISH, UNO DRAWER PULL LIGHT FIXTURE , WHERE OCCURS VERIFY DIMENSION WITH LIGHT FIXTURE PLASTIC LAMINATE ADJUSTABLE SHELF , TWO (2) PLASTIC LAMINATE CABINET DOOR 6" M A X COUNTERTOP, SEE ELEVATION BACKSPLASH, WHERE OCCURS, SEE ELEVATION PLASTIC LAMINATE DOOR STOP, TYP CABINET DOOR PLASTIC LAMINATE ONE (1) PLASTIC LAMINATE ADJUSTABLE SHELF RECESSED HEAVY DUTY ADJUSTABLE SHELF SUPPORTS WITH SHELF CLIPS DOOR PULL , VERTICAL ORIENTATION AT TALL CABINETS , TYP -MATCH DOOR HARDWARE FINISH, UNO WALL FRAMING AND FINISH PER PLAN SEE WALL TYPES. FINISH PER SCHEDULE RECESSED HEAVY DUTY ADJUSTABLE SHELF SUPPORTS WITH SHELF CLIPS 4" TAB PULLS, BRUSHED CHROME MAX. 2'-0" 0' - 1 1 / 2 " T Y P 0' - 0 1 / 8 " T Y P PROVIDE EXTERIOR GRADE 3/4" PLYWOOD MDF AT ALL WET SINK LOCATIONS 0'-0 1/2" MAX CABINET DOOR WHERE OCCURS DRIP EDGE AT WET SINK LOCATIONS (1/8" RADIUS) QUARTZ COUNTERTOP PER PLAN WALL PER PLAN 3/4" STONE MATERIAL, MITERED CORNER, FILL AND SEAL SEAMS ALL EQUAL HEIGHT & QTY PER ELEVATION FIXED SHEVLES, TYP. LOCK, TYPICAL WALL PER PLAN FINISH FLOOR SEE ELEVATION FOR LOCKER CABINET DESIGN, SPACING, QTY, AND DIMENSIONS ACCESSIBLE LOCKER A9.31 01 PER RCP SOFFIT PER RCP & ELEVATION TO OPERABLE PART 15" MIN. ACCESSIBLE LOCKER 4" TO OPERABLE PART 48" MAX. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CASEWORK DETAILS A9.31 MD MONROE ST. POOL REPLACEMENT CASEWORK DETAILS 3" = 1'-0" A9.31 01CABINET ANCHORAGE 1" = 1'-0" A9.31 02TYPICAL UPPER/LOWER CABINETS 12" = 1'-0" A9.31 10QUARTZ COUNTERTOP1" = 1'-0" A9.31 13LOCKER SECTION @ WALL 1 2nd PLAN CHECK SUBMITTAL 04/24/24 CABINET INTERIOR METAL BACKING PER #10 x 2" SELF TAPPING SCREWS. SHEET METAL SCREWS INTO BLOCKING OR METAL STUDS @ 24" O.C. MIN. (2) SCREWS IN EACH DIRECTION FINISH PLUG TO MATCH CABINET INTERIOR FINISH STUD WALL GYP. BOARD BASE PER FINISH PLANS & ELEVATIONS FINISH FLOOR DOUBLE 16 GA. METAL STUDS AT ANGLE SUPPORT 2" X 2" X 1/4" FLAT STEEL ANGLE AT 48" O.C. MAX. MIN. 2 -ATTACH TO STUD OR HSS POST WITH #12 SMS @ 6" O.C. PAINT TO MATCH WALL FINISH/COLOR BACKSPLASH WHERE OCCURS -SEE ELEVATION COUNTERTOP PER FINISH PLANS WALL FINISH PER PLAN 1.CONSTRUCTION SHALL BE W.I.C. 'CUSTOM' STANDARDS. FINISH PER FINISH PLANS AND LEGEND. NOTES: 2. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW THE COUNTER. EASED EDGE U.N.O. ON PLANS 2'-0" U.N.O. 1'-6" MIN. 0'- 0 3 / 4 " 0'- 1 1 / 2 " (3 4 " M A X . @ A C C E S S I B L E S T A T I O N ) SE E E L E V A T I O N 27 " M I N . C L R . 2'- 0 " U . N . O . WALL FINISH PER INTERIOR ELEVATION AND FINISH LEGEND MITER AND BUTT WELD RECYCLE SYMBOL ON METAL COIN ROUTE PLASTIC LAMINATE TO ACCEPT METAL COIN WITH SYMBOL. SKU#: 1010-2 TRASH SYMBOL ON METAL COIN. 2" 2" 1. BLOCK & ANCHOR EACH SIDE OF CABINET 3/4" TYPE 1-M-2 PARTICLE BOARD (CABINET SIDE) #10 x 2 1/2" RHWS @ 6" O.C. 1/2" HARDWOOD CABINET RAIL 2"x4" WOOD BLOCKING CONTINUOUS .145 DIA. LOW VELOCITY FASTENERS (1 1/8" EMBED) ICC # 2269 @ 24" O.C. MIN (2 PER CABINET) (3) #10 x 3" RHWS @ 6" O.C. NOTE: 3" 6" 3" 1' - 0 " 6" 6 " 1'-0" VA R I E S FU L L H E I G H T O F D E S K METAL STUD 1" X 1/2" DIAMETER MACHINE BOLT. CONNECTION (TYPICAL) HEAD & WASHER ON FRAMING BEYOND 2 1/2" x 2 1/2" x 1/4" ANGLE @ EACH FREESTANDING END (2) 1/2" DIA MECHANICAL FASTENER (PER F/S1.01) - MIN 3 1/2" EMBED CONTINUOUS FLOOR RUNNER COUNTERTOP WITH MITERED EDGES PER SCHEDULE. SEE INTERIOR ELEVATION BASE TO MATCH MILLWORK FINISH 4" HAFELE DRAWER SLIDE-OUT DOUBLE WASTE BIN - (2) X 40 LITER, US CARGO 21, SIDE MOUNTED, SILVER #502 74 252. 21" MIN. WIDTH AS REQ'D. DOOR MOUNT BRACKET RECESSED 2" DIA. STAINLESS STEEL DISK WITH ROUTED TRASH & RECYCLE GRAPHIC 3" 4" TAB PULL HARDWARE PER SPECIFICATIONS MIN. 1'-10 1/2" CLR. A9.32 05 U.O.N. 2'-0" CLR. 1 1 / 4 " SE E E L E V A T I O N 3" NOTES: 1. SEE FINISH PLAN FOR FINISHES 2. CONST. SHALL BE 3/4" PART BD. WITH P. LAM. ON EXPOSED SURFACES, INT. SURFACES SHALL BE BLACK MELAMINE, U.O.N. BACKSPLASH PER SCHEDULE (WHERE OCCURS) SEE INTERIOR ELEVATION NOTES: 1. TRASH & RECYCLE LOGOS ONLY, U.N.O. 2. SEE INTERIOR ELEVATIONS FOR TRASH/RECYCLE CABINET LOCATIONS 3. 1/18" X 2" DIAMETER BRUSHED ALUMINUM DISKS W/ BEAD BLASTED AND BLACK FILLED. RECESS FLUSH WITH FACE OF CABINET DOOR. MFR: ARCHITECTURAL HARDWARE. WEBSITE WWW.ARCHHARDWARE.NET. SKU#: 1010-2 EQ EQ O. C . 5 " EQ EQ O. C . 5 " TRASH, OR RECYCLE ONLY COMBINED TRASH AND RECYCLE A9.32 05 EQ EQ PANTRY/ LONG CABINET DOOR UPPER CABINET DOOR LOWER CABINET DOOR DRAWER NOTES: 1. LOCATE HARDWARE AS NOTED IN DETAIL, TYPICAL THROUGHOUT 2. TYP. CABINET DOOR & DRAWER PULLS, SEE INTERIOR ELEVATIONS FOR CABINET TYPES PER N.A.A.W.S. 3. SEE SPEC FOR HARDWARE FINISH, BLACK FINISH U.N.O. QUARTZ SURFACE SEE INT. ELEV. WALL PER PLAN A9.32 09 QUARTZ COUNTERTOP PER FINISH PLAN. MITER CORNER, TYP. CONCRETE FLOORING PER FINISH PLAN CONCEALED IN-WALL BRACKET CABINET WHERE OCCURS. SEE INT. ELEV. GROMMET AS REQUIRED (MIN. 2 AT RECP. DESK) POWER OUTLET WHERE OCCURS 3" PE R E L E V A T I O N QUARTZ SURFACE SEE INT. ELEV. QTZ TRANSACTION COUNTER BEYOND QUARTZ SURFACE SEE INT. ELEV. WALL PER PLAN A9.32 09 QUARTZ COUNTERTOP PER FINISH PLAN. MITER CORNER, TYP. CONCRETE FLOORING PER FINISH PLAN CONCEALED IN-WALL BRACKET MOBILE STORAGE, OFOI GROMMET AS REQUIRED (MIN. OF 2 GROMMETS) POWER OUTLET WHERE OCCURS 3" PE R E L E V A T I O N 9" 2X4 WOOD FRAMING, 16" O.C WOOD FRAMING, 16" O.C 1' - 0 " QTZ TRANSACTION COUNTER RETUNR BEYOND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 CASEWORK DETAILS A9.32 MD MONROE ST. POOL REPLACEMENT CASEWORK DETAILS 3" = 1'-0" A9.32 13ANCHORAGE AT METAL STUD 1" = 1'-0" A9.32 18TYP. COUNTER SUPPORT (AS REQ'D.) 12" = 1'-0" A9.32 05PULL-OUT COIN3" = 1'-0" A9.32 09CABINET ANCHORAGE1 1 1/2" = 1'-0" A9.32 14BRACING @ FREE STANDING LOW WALLS 1" = 1'-0" A9.32 17PULL-OUT TRASH 6" = 1'-0" A9.32 21TRASH / RECYCLE EMBLEM 6" = 1'-0" A9.32 22CABINET HORIZONTAL PULL 1 1/2" = 1'-0" A9.32 23RECEPTION DESK - LOW 1 1/2" = 1'-0" A9.32 24RECEPTION DESK - TRANSACTION TOILET PARTITION ANODIZED ALUMINUM ANGLE WALL PER PLAN BACKING PER 1/4" SMS EA. SIDE W/ RUBBER WASHER @ 48" O.C. MAX. - --- BACKING PER 1 1/2" STD. PIPE GRAB BAR W/ MOUNTING CONCEALED PLATE ANCHOR MOUNTING PLATE TO BACKING PLATE W/ (3) - #12 S.M.S. 5/8" GYPSUM BOARD STUD WALL GRAB BAR COLLAR 1 1/2" CLR. 1 1/2" STD. PIPE GRAB BAR W/ MOUNTING CONCEALED PLATE ANCHOR MOUNTING PLATE TO BACKING PLATE W/ (3) - #12 S.M.S. STUD WALL GRAB BAR COLLAR 1 1/2" CLR. PLAN WALL PER PLAN START FULL TILE BEHIND TILE ON ADJACENT SURFACE LINE OF TOILET PARTITION WHERE OCCURS ANOD. ALUM. CORNER TRIM -EXTEND TO TOP OF TILE -SCHLUTER 'INDEC' FASTENER LOCATION, TYP. NOTES: USE 1/4" x 3" PANHEAD TAPPING SCREWS AT FASTENER LOCATIONS. PRIOR TO FASTENING, DRILL W/ 1/2" MASONRY BIT AND INSTALL FASTENERS W/ TOGGLES PER MANUFACTURER INSTRUCTIONS FLOOR DRAIN 2' - 0" 2' - 0 " . . .. FLOOR FINISH PER FINISH PLANS 2% SLOPE, TYP.MAX. EQ EQ EQ EQ +0' - 0" A.F.F. AT 4 SIDES & CORNERS -0' - 1/4" AT DRAIN . .. PLAN @ CONCRETE FLOOR SECTION @ FINISHED CONCRETE FLOOR FLOOR FINISH PER FINISH PLANS OPENINGS 1/4" MAX. SEALANT S.S. FLOOR DRAIN CONCRETE SLAB N.T.S. FLOOR DRAIN WITH STRAINER, RE: PLUMBING (MAX. 1/4" OPENINGS) SEALANT WATERPROOFING MEMBRANE CONCRETE (SLOPED TO DRAIN) CONCRETE SLAB ON GRADE 1. FOR ADDITIONAL INFORMATION SEE F101 (TCA HANDBOOK). NOTE: SLOPE 2% MAX. TYP. 6" CONCRETE SLAB ON GRADE FLOOR SINK WITH STRAINER, RE: PLUMBING SEALANT ON ALL SIDES SOLID SURFACE - REFER TO ELEVATION & FLOOR PLANS 1'-6" 1' - 6 " FINISH PER PLAN PER PLAN WALL 1/2" PLY WOOD OVER METAL STUDS, 16" O.C. BRACING 24" O.C., (2) MIN. PER BENCH ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 RESTROOM DETAILS A9.41 MD MONROE ST. POOL REPLACEMENT RESTROOM DETAILS 3" = 1'-0" A9.41 1PARTITION DETAIL 3" = 1'-0" A9.41 2GRAB BAR @ METAL STUD3" = 1'-0" A9.41 3GRAB BAR @ CMU WALL 3" = 1'-0" A9.41 4WRAPPED WALL TILE1 1/2" = 1'-0" A9.41 5BABY CHANGING STATION 3" = 1'-0" A9.41 6FLOOR DRAIN DETAILS 3" = 1'-0" A9.41 7FLOOR DRAIN AT CONCRETE FLOOR 3" = 1'-0" A9.41 8FLOOR DRAIN AT CONCRETE FLOOR 1 1/2" = 1'-0" A9.41 10BENCH @ SHOWERS /LOCKERS NON-CERAMIC TRIM AT TOP CEILING HEIGHT WALL, PARTITION TYPE PER FLOOR PLAN CEMENT BACKER BOARD STAINLESS STEEL COVE - DILEX-AHKA (B-3) SERIES BY "SCHLUTER" TILE NOTE: PROVIDE WATERPROOFING UNDER TILE WORK, TYP. SEE SPECIFICATIONS FOR TILE HEIGHT REF INTERIOR ELEVATIONS PARTITION PER PLAN WALL TILE WHERE OCCURS (SEE ELEVATION) GRAB BAR COLLAR ANCHOR MOUNTING PLATE TO BACKING (RE: 14/A9.10) PLATE W/ #12 SCREWS. 0'- 1 1 / 4 " 0'-1 1/2" GRAB BAR WITH CONCEALED MOUNTING SUPPORT BACKING SUPPORT, SEE MOP AND BROOM RACK MOP SINK WALL FINISH AND FRAMING PER PLANS FLOORING PER FINISH PLAN FOR WALL BACKING DETAILS SEE WALL FINISH, WHERE OCCURS PER WALL TYPE PARTITION, SEE FLOOR PLAN FOR WALL TYPE DESIGNATION CEMENTITIOUS BACKER BOARD PER WALL TYPE WALL TILE PER FINISH PLAN THINSET ADHESIVE 0'- 0 1 / 8 " WALL TILE PER FINISH PLAN FLOORING PER FINISH PLAN PAINTED CEMENTITIOUS BACKER BOARD PER WALL TYPE HORIZONTAL & VERTICAL GROUT JOINTS TO BE 1/8" A9.42 05 A9.42 19 TYP. U.N.O. ON ELEVATIONS 9' - 0 " A9.42 19 TYP. CUT TILE TOILET PARTITION ANODIZED ALUMINUM ANGLE WALL PER PLAN BACKING TRACK PER 14/A9.10 (2) 1/4" THROUGH BOLT EA. SIDE W/ RUBBER WASHER @ 48" O.C. MAX. ALUMINUM DOUBLE EAR BRACKET (2) 1/4" DIAM. THROUGH BOLTS EACH LEG OF EACH ANGLE PLAN WALL TILE PER FINISH PLAN FLOORING PER FINISH PLAN PAINTED CEMENTITIOUS BACKER BOARD PER WALL TYPE HORIZONTAL & VERTICAL GROUT JOINTS TO BE 1/8" A9.42 05 A9.42 19 TYP. U.N.O. ON ELEVATIONS 9' - 0 " A9.42 19 TYP. CUT TILE AREA NOT HATCHED BELOW SINK SHALL BE ACCESSIBLE & CLEAR WRAP HOT & COLD WATER SUPPLIES AND DRAIN PIPING WITH PVC INSULATION MATERIAL COMPLIANT WITH ASTM E84-07, 25 FLAME / 450 SMOKE INDEX QUARTZ COUNTERTOP OVER 3/4" PLY WD. FOR EDGE REF: CONTINUE ADJ FLR - SEE FINISH PLAN TILE TO CONTINUE BEHIND SINK NOTES: 1. FINISH PER FINISH PLANS AND LEGEND. 2. REFER TO BACKING TRACK AND SUPPORT DETAIL. 3. NO SHARP OR ABRASIVE SURFACES UNDER SINK. 4. ALL JOINTS TO BE CAULKED WITH CLEAR SILICONE CAULK. INSULATE SINK BOTTOM IF HOT WATER PROVIDED FAUCET CONTROLS TO BE LEVER OR A TYPE NOT REQ GRASPING, PINCHING, OR TWISTING OF THE WRIST W/ 5 LBS FORCE MAX TO OPERATE. MI N 2' - 3 " MIN 0'-8 63/64" 0'-6" 2" X 3" X 1/4" LLV STEEL ANGLE @ 24" OC MAX - PAINT TO MATCH WALL FINISH 1/8" RADIUS EASED EDGE, TYP 2'-4" 2'-1"(ANGLE LEG) WALL FINISH PER INTERIOR ELEVATIONS 40" MAX TO BO MIRROR/REFLECTIVE SURFACE 1'-5"MIN. 0'-6"MAX. 0'-6" MIRROR /18 A9.42 PLAM APRON PLATE 1/4 X 3 X 1-6" LONG @ EACH ROD 1/2" THREADED ROD @ 24" OC C4 X 5.4, CONTINUOUS CEILING PER REFLECTED CEILING PLAN TOILET-PARTITION ASSEMBLY PER STRUCTURAL # 12 SMS @ 12" OC, TYP 1"W X 2"L X 13GA. MIN METAL CLIP, TYP 4-WAY 12 GA. WIRE BRACE @ 12" OC (TEST FOR 200 LBS), TYP; SECURE WIRE TO STRUCTURE ABOVE MAX. DIMENSION PER MANUFACTURER'S RECOMMENDATION . 0'-1 1/2" GRAB BAR TILE WALL AL I G N AL I G N RECESSED SEAT-COVER DISPENSER, TOILET TISSUE DISPENSER AND SANITARY NAPKIN DISPOSAL (WHERE OCCURS) 1/4" GROUT JOINT MAX, TYP ALL SIDES TILE WALL 2"x2"x5/16" SINK QUARTZ COUNTERTOP PER FINISH PLAN EXTERIOR GRADE PLYWOOD 0'-0 15/64" 0'-5 7/64" 2"x2"x5/16" MITER CORNER 0'-6" FLOOR DRAIN WITH STRAINER, RE: PLUMBING (MAX. 1/4" OPENINGS) SEALANT WATERPROOFING MEMBRANE CONCRETE (SLOPED TO DRAIN) CONCRETE SLAB ON GRADE SLOPE 2% MAX. TYP. CONCRETE FLOOR CONCRETE FLOOR CONCRETE OVER METAL DECK @ SECOND FLOOR LOCATIONS, RE: 01/S6.12 EQ EQ 2% MAX.SLOPE TYP, U.N.O. FLOOR DRAIN, SEE 11/-EQ EQ 24" U.N.O. EQ. EQ. 24" U.N.O. DI M . P T . DIM. PT. CONCRETE PER PLAN SEE PLANS FOR PARTITION TYPE GROUT, TYP. WALL TILE PER FINISH PLAN AND INTERIOR ELEVATIONS B SEE PLANS FOR PARTITION TYPE GROUT, TYP. WALL TILE PER FINISH PLAN AND INTERIOR ELEVATIONS A WALL FINISH PER FINISH PLAN AND INTERIOR ELEVATIONS SEE PLANS FOR PARTITION TYPE WALL TILE PER FINISH PLAN AND INTERIOR ELEVATIONS D SEE PLANS FOR PARTITION TYPE WALL TILE PER FINISH PLAN AND INTERIOR ELEVATIONS C ANOD. ALUM. CORNER TRIM -EXTEND TO TOP OF TILE -SCHLUTER 'INDEC' ALUMN. TRIM (FINISH: ANOD. ALUM) PLAN WALL PER PLAN START FULL TILE BEHIND TILE ON ADJACENT SURFACE LINE OF TOILET PARTITION WHERE OCCURS ANOD. ALUM. CORNER TRIM -EXTEND TO TOP OF TILE -SCHLUTER 'INDEC' 3" = 1'-0" A9.42 19TILE AT TOP AND BASE 3" = 1'-0" A9.42 03GRAB BAR AND SUPPORT 1" = 1'-0" A9.42 10MOP SINK WITH BROOM RACK 3" = 1'-0" A9.42 09HORIZONTAL TILE JOINT 1/2" = 1'-0" A9.42 02BASE TO WAINSCOT3" = 1'-0" A9.42 14URINAL PARTION ANCHORAGE 1/2" = 1'-0" A9.42 01BASE TO WAINSCOT1" = 1'-0" A9.42 17RESTROOM SINK COUNTER 1 1/2" = 1'-0" A9.42 15ANCHOR FOR TOILET PARTITIONS 3" = 1'-0" A9.42 13RECESSED TOILET ACCESSORY 6" = 1'-0" A9.42 18COUNTER EDGE DETAIL 3" = 1'-0" A9.42 11FLOOR DRAIN AT FIRST FLOOR1 1 1/2" = 1'-0" A9.42 07LOCALIZED DEPRESSION 3" = 1'-0" A9.42 05TYPICAL TILE CORNERS 3" = 1'-0" A9.42 06WRAPPED WALL TILE ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 RESTROOM DETAILS A9.42 MD MONROE ST. POOL REPLACEMENT RESTROOM DETAILS LOBBY 01 STAFF LOUNGE 03 MULTI PURPOSE ROOM 14 TELEPHONE 15 ADMIN 07 OFFICE 07A STAFF SHOWER 03B STAFF RR 03A WOMEN'S CHANGING/ LOCKERS 10 MEN'S RESTROOM 04 STORAGE 09A WOMEN'S SHOWER 11 WOMEN'S RESTROOM 09 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 CORRIDOR 08 CORRIDOR 02 STORAGE 04A ELEC. 14A EXTERIOR STORAGE 18 FIRST AID 16 EQUIPMENT STORAGE 17 -D-0114 -E-0114 -E-0115 -E-0114A -E-0105-1 -E-0104-3 -C-0304-2 -M-0101-1 -A-0101-2 -E-0103B-1 -E-0108-2 -E-0116-1 -E-0117-1 -E-0118-1 -E-0109-1 -C-0209-2 -E-0109A-1-E-0110-1 -E-0109-3 -E-0104A-1 -E-0107-1-E-0107A-1 -A-0108-1 -E-0102-2 -A-0102-1 -C-0103A-1 -E-0103-1 -E-0104-1 -C-0403A-2 -D-0103-2 POOL PUMP ROOM 22 ELECTRICAL 21 STORAGE 19 CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B -E-0122-2 -E-0123-1 -E-0124-2 -E-0122-1 -E-0120-1 -C-0120A-2 -C-0120C-2 -C-0120D-2 -C-0120E-2 -E-0119-1 -E-0121-1 -A-0122-3 -C-0420A-1 -C-0420D-1 -C-0420E-01 -C-0420B-1 FAMILY RESTROOM/ SHOWER 20E -C-0420C-1 1. FOR SIGNAGE DETAILS, REF: A10.11 AND A10.12 2. FOR ACCESSIBILITY SIGNAGE NOTES, REF: A10.11 3. FOR SIGNAGE SCHEDULE, REFER TO A10.03 4. FOR SIGN MATERIAL, COLOR, LETTERING, ADN TYPEFACE, REFER TO SPECIFICATION SECTION 101400. 5. FOR LOCATION OF ELEVATOR LEVEL ID AND STAR OF LIFE SIGN NOT SHOWN ON PLAN; REF: 12/A10.11. 6. WHEN SIGNS OCCUR ON GLASS, PROVIDE VINYL BACKING ON OPPOSITE SIDE OF GLASS. 7. WHERE SIGNS OCCUR BACK TO BACK, ENLARGE SMALLER SIGN TO MATCH DIMENSION OF SIGN ON OPPOSITE SIDE OF GLASS. 8. IF ROOMS ARE PROVIDED WITH ROOM NAMES OR SIGNS THESE SHALL ALSO INCLUDE BRAILLE. LEGEND GENERAL NOTES SIGNAGE TAG SIGN TYPE ROOM NUMBER SIGN NUMBER ###-# -X-## ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SIGNAGE PLAN & SCHEDULE - BLDG A & B A10.01 MD MONROE ST. POOL REPLACEMENT SIGNAGE PLAN & SCHEDULE - BLDG A & B 1/8" = 1'-0" A10.01 1SIGNAGE PLAN - BLDG A 1/8" = 1'-0" A10.01 2SIGNAGE PLAN - BLDG B SIGN NUMBER TYPE MARK SIGN TYPE DETAIL COMMENTS C-01 ALL GENDER RESTROOM DOOR 07/A10.11 01-1 M-01 NO SMOKING 05/A10.11 01-2 A-01 EXIT 05/A10.11 02-1 A-01 EXIT 05/A10.11 02-2 E-01 ROOM IDENTIFICATION 17/A10.11 03-1 E-01 ROOM IDENTIFICATION 17/A10.11 03-2 D-01 MAXIMUM OCCUPANCY 06/A10.11 03A-1 C-01 ALL GENDER RESTROOM DOOR 07/A10.11 03A-2 C-04 ALL GENDER RESTROOM WALL 11/A10.11 03B-1 E-01 ROOM IDENTIFICATION 17/A10.11 04-1 E-01 ROOM IDENTIFICATION 17/A10.11 04-2 C-03 MENS RESTROOM DOOR 07/A10.11 04-3 E-01 ROOM IDENTIFICATION 17/A10.11 04A-1 E-01 ROOM IDENTIFICATION 17/A10.11 05-1 E-01 ROOM IDENTIFICATION 17/A10.11 07-1 E-01 ROOM IDENTIFICATION 17/A10.11 07A-1 E-01 ROOM IDENTIFICATION 17/A10.11 08-1 A-01 EXIT 05/A10.11 08-2 E-01 ROOM IDENTIFICATION 17/A10.11 09-1 E-01 ROOM IDENTIFICATION 17/A10.11 09-2 C-02 WOMENS RESTROOM DOOR 07/A10.11 09-3 E-01 ROOM IDENTIFICATION 17/A10.11 09A-1 E-01 ROOM IDENTIFICATION 17/A10.11 10-1 E-01 ROOM IDENTIFICATION 17/A10.11 14 E-01 ROOM IDENTIFICATION 17/A10.11 14 D-01 MAXIMUM OCCUPANCY 06/A10.11 14A E-01 ROOM IDENTIFICATION 17/A10.11 15 E-01 ROOM IDENTIFICATION 17/A10.11 16-1 E-01 ROOM IDENTIFICATION 17/A10.11 17-1 E-01 ROOM IDENTIFICATION 17/A10.11 18-1 E-01 ROOM IDENTIFICATION 17/A10.11 19-1 E-01 ROOM IDENTIFICATION 17/A10.11 20-1 E-01 ROOM IDENTIFICATION 17/A10.11 20A-1 C-04 ALL GENDER RESTROOM WALL 11/A10.11 20A-2 C-01 ALL GENDER RESTROOM DOOR 07/A10.11 20B-1 C-04 ALL GENDER RESTROOM WALL 11/A10.11 20C-1 C-04 ALL GENDER RESTROOM WALL 11/A10.11 20C-2 C-01 ALL GENDER RESTROOM DOOR 07/A10.11 20D-1 C-04 ALL GENDER RESTROOM WALL 11/A10.11 20D-2 C-01 ALL GENDER RESTROOM DOOR 07/A10.11 20E-01 C-04 ALL GENDER RESTROOM WALL 11/A10.11 20E-2 C-01 ALL GENDER RESTROOM DOOR 07/A10.11 21-1 E-01 ROOM IDENTIFICATION 17/A10.11 22-1 E-01 ROOM IDENTIFICATION 17/A10.11 22-2 E-01 ROOM IDENTIFICATION 17/A10.11 22-3 A-01 EXIT 05/A10.11 23-1 E-01 ROOM IDENTIFICATION 17/A10.11 24-2 E-01 ROOM IDENTIFICATION 17/A10.11 KEYPLAN A B KEYNOTE LEGEND SIGNS SHALL COMPLY WITH SECTION CBC 11B-703, WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED. RAISED CHARACTERS SHALL COMPLY WITH CBC 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION CBC 11B-703.3. • CHARACTER DEPTH: CBC 11B-703.2.1 • CHARACTER CASE: CBC 11B-703.2.2 • CHARACTER STYLE: CBC 11B-703.2.3 • CHARACTER PROPORTIONS: CBC 11B-703.2.4 • CHARACTER HEIGHT: CBC 11B-703.2.5 • CHARACTER STROKE THICKNESS: CBC 11B-703.2.6 • CHARACTER SPACING: CBC 11B-703.2.7 • CHARACTER LINE SPACING: CBC 11B-703.2.8 • CHARACTER FORMAT: CBC 11B-703.2.9 BRAILLE CHARACTERS SHALL COMPLY WITH CBC 11B-703.3 • BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS CBC11B-703.3 AND CBC 11B-703.4. • BRAILLE DIMENSIONS AND CAPITALIZATION: CBC TABLE 11B-703.3.1 • BRAILLE POSITION: CBC TABLE 11B-703.3.2 VISUAL CHARACTERS SHALL COMPLY WITH CBC 11B-703.5 • FINISH AND CONTRAST: CBC11B-703.5.1 • HEIGHT: CBC TABLE 11B-703-5.5 • STROKE THICKNESS: CBC11B-703.5.7 • FORMAT: CBC TABLE 11B-703.5.10 SIGNS AT SINGLE DOORS GLASS SIGN ON BOTH SIDES NOTES: 1. SIGN MOUNTING LOCATION AND HEIGHT SHALL COMPLY WITH CBC 11B-703.4.1; CBC 11B-703.4.2; CBC 11B-703.7.2.6 2. AT SINGLE DOORS, LOCATE SIGN ON LATCH SIDE OUTSIDE OF DOOR ENTERING ROOM THAT IS IDENTIFIED ON SIGN 3. WHEN SIGNS ARE MOUNTED TO GLASS, PROVIDE VINYL BACKING BETWEEN SIGN AND GLASS 4. WHEN SIGNS ARE MOUNTED ON BOTH SIDES OF GLASS, ALIGN SIGNS CL (58" MIN. - 60" MAX.) 60 " A . F . F . EQ EQCL RAISED COPY LO W E S T B R A I L L E C E L LS 48 " M I N . B A S E L I N E O F HI G H E S T R A I S E D C H A R A C T E R S 60 " M A X B A S E L I N E O F EQ EQ FLR. SPACE 1'-6" RESTROOM DOOR SIGNAGE RESTROOM & TACTILE SIGN RAISED COPY LO W E S T B R A I L L E C E L LS 48 " M I N . B A S E L I N E O F EQ EQ FLR. SPACE 1'-6" HI G H E S T R A I S E D C H A R A C T E R S 60 " M A X B A S E L I N E O F SIGNS AT DOUBLE DOORSSIGNS MOUNTED TO GLASS SIGN ON SINGLE SIDE GLASS VINYL, SAME SIZE AND SHAPE AS SIGN - COLOR (V1) NOTES: 1. VERTICES SHALL BE RADIUSED BETWEEN 1/8" MIN. AND 1/4" MAX. MEN WOMEN RESTROOM 1/4" THICK ACRYLIC EQUILATERAL TRIANGLE SIGN PANEL POINTING UPWARDS WITH 12" SIDES -COLOR (P2) DIRECT PRINT -COLOR (P1) DIRECT PRINT -COLOR (P1) 1/4" THICK ACRYLIC 12" DIAMETER CIRCLE SIGN PANEL -COLOR (P2) 1/4" THICK ACRYLIC EQUILATERAL TRIANGLE SIGN PANEL POINTING UPWARDS, SUPER IMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE CIRCLE. THE VERTICES OF THE TRIANGLE SHALL BE LOCATED ON THE EDGE OF THE CIRCLE -COLOR (P1) RAISED CHARACTER AND BRAILLE EXIT SIGNS: CBC 1013.4 TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT". 2. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 2.1 "EXIT STAIR DOWN" 2.2 "EXIT RAMP DOWN" 2.3 "EXIT STAIR UP" 2.4 "EXIT RAMP UP" 3. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT." RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CHAPTER 11B, SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5. NOTES: 1. VINYL APPLIED TO SECOND SURFACE OF GLASS NO SMOKING OR VAPING WITHIN 25 FEET OF BUILDING ENTRANCE 0' - 0 1 / 2 " 5/8" TALL COPY, FONT TYPE (C) -COLOR (V1) 0' - 3 " PICTOGRAM -COLOR (V1) 0'-8" 5'-0" A.F.F. EXIT STAIR DOWN FRONT ELEVATION (TWO LINE COPY) 1/4" THICK CLEAR ACRYLIC PANEL -COLOR (P2) APPLIED TO SECOND SURFACE 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) 0' - 0 3 / 8 " EXIT BRAILLE, COLOR (CLEAR)FRONT ELEVATION (SINGLE LINE COPY) EQ . EQ . COPY SHALL NOT ENCROACH ON IMAGINARY 1/2" BORDER AROUND SIGN PANEL0'-0 1/2" 0' - 0 1 / 2 " EQ . EQ . 0' - 0 3 / 8 " 0' - 4 " 5'-0" A.F.F. 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) 0' - 0 3 / 8 " EXIT ROUTE BRAILLE, COLOR (CLEAR)FRONT ELEVATION (SINGLE LINE COPY) EQ . EQ . COPY SHALL NOT ENCROACH ON IMAGINARY 1/2" BORDER AROUND SIGN PANEL0'-0 1/2" 0' - 0 1 / 2 " 5'-0" A.F.F. 0'-8" 0'-8" 0'-0 1/2" 0' - 0 1 / 2 " 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) 0' - 0 3 / 8 " TO EXIT BRAILLE, COLOR (CLEAR)FRONT ELEVATION (SINGLE LINE COPY) EQ . EQ . COPY SHALL NOT ENCROACH ON IMAGINARY 1/2" BORDER AROUND SIGN PANEL0'-0 1/2" 0' - 0 1 / 2 " 5'-0" A.F.F. 0'-8" 0'-8" 5'-0" A.F.F. EXIT RAMP DOWN FRONT ELEVATION (TWO LINE COPY) 1/4" THICK CLEAR ACRYLIC PANEL -COLOR (P2) APPLIED TO SECOND SURFACE EQ . EQ . 0' - 0 3 / 8 " 0' - 4 " 0'-0 1/2" 0' - 0 1 / 2 " BRAILLE, COLOR (CLEAR) BRAILLE, COLOR (CLEAR) COPY SHALL NOT ENCROACH ON IMAGINARY 1/2" BORDER AROUND SIGN PANEL COPY SHALL NOT ENCROACH ON IMAGINARY 1/2" BORDER AROUND SIGN PANEL 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) ELECTRICAL FRONT ELEVATION (SINGLE LINE COPY) EQ . EQ . COPY SHALL NOT ENCROACH ON IMAGINARY 1/2" BORDER AROUND SIGN PANEL 0'-0 1/2" 0' - 0 1 / 2 " 0'- 4 " NOTE: MACHINERY SPACES ARE NOT REQUIRED TO BE ACCESSIBLE AND SHOW BRAILLE (11B-203.5). DIRECT TO SUBSTRATE DIGITAL PRINT SIGN COPY AND GRAPHIC - COLOR (P1) 5'-10" MAX A.F.F. ASSISTIVE LISTENING SYSTEMS AVAILABLE AT RECEPTION DESK 3/32" THICK ALUMINUM PANEL - COLOR (P2) 0' - 6 " 1'-2" 5/8" TALL COPY, FONT TYPE (B) 5/16" TALL COPY, FONT TYPE (B) 0'- 0 1 / 2 " 0' - 0 1 / 2 " 0'-0 1/2"0'-0 1/2" MAXIMUM OCCUPANCY ### 0'- 6 " 1'-2" DIRECT TO SUBSTRATE DIGITAL PRINT COPY, 1" TALL, FONT TYPE (A) - COLOR (P1) 3/32" THICK ALUMINUM SIGN PANEL PAINTED - COLOR (P2) 5'-10" MAX. A.F.F. NOTES: 1. SEE EXIT / CODE ANALYSIS SCHEDULE FOR OCCUPANCY COUNT 1/4" THICK CLEAR ACRYLIC PANEL 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) PICTOGRAM APPLIED TO SECOND SURFACE -COLOR (P1), FIELD COLOR (P2) 0'-8" 0' - 0 3 / 8 " 5'-0" A.F.F. 0' - 8 " MEN 0' - 2 " 0' - 5 " 0' - 0 1 / 2 " BRAILLE, COLOR (CLEAR)FRONT ELEVATION 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) 0'-8" 0' - 0 3 / 8 " 5'-0" A.F.F. 0' - 8 " WOMEN 0' - 2 " 0' - 0 1 / 2 " 0' - 5 " 1/4" THICK CLEAR ACRYLIC PANEL PICTOGRAM APPLIED TO SECOND SURFACE -COLOR (P1), FIELD COLOR (P2) BRAILLE, COLOR (CLEAR)FRONT ELEVATION 1/4" THICK CLEAR ACRYLIC PANEL 5/8" TALL RAISED LETTERS, FONT TYPE (A) -COLOR (P1) PICTOGRAM APPLIED TO SECOND SURFACE -COLOR (P1), FIELD COLOR (P2) BRAILLE, COLOR (CLEAR)FRONT ELEVATION 0'-8" 0'- 0 3 / 8 " 5'-0" A.F.F. 0' - 8 " RESTROOM 0' - 2 " EQ . 0' - 4 " EQ . ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1ST PLAN CHECK SUBMITTAL 01/29/2024 2ND PLAN CHECK SUBMITTAL 05/01/2024 3RD PLAN CHECK SUBMITTAL 07/21/2024 4TH PLAN CHECK SUBMITTAL 08/09/2024 FOR REGULATORY APPROVAL & PERMITTING NOT FOR CONSTRUCTION Revision Date SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SIGNAGE DETAILS A10.41 MD MONROE ST. POOL REPLACEMENT SIGNAGE DETAILS SIGN RAISED CHARACTER & BRAILLE NOTES NTS A10.41 05SIGN MOUNTING NTS A10.41 06SANITARY FACILITY SIGNAGE (DOOR) TACTILE EXIT SIGN NOTES 3" = 1'-0" A10.41 17INT ACCESSIBILITY SYMBOL 3" = 1'-0" A10.41 10TACTILE EXIT SIGNAGE 3" = 1'-0" A10.41 19MACHINERY ROOM SIGNAGE 14ASSISTIVE LISTENING SYSTEMS 15MAXIMUM OCCUPANCY 07SANITARY FACILITY SIGNAGE (WALL) A. GENERAL 1. Applicable Code: 2022 California Building Code (CBC). References to industry standards herein shall be latest edition as adopted by Applicable Code. 2. Authority Having Jurisdiction (AHJ): City of Carlsbad 3. Field Verification: Field verify existing conditions and dimensions prior to construction. Promptly notify Architect (Structural Engineer) in case of discrepancies. 4. Design Intent: Contract Documents indicate design intent for structure in its completed state. They do not indicate method of construction. Promptly notify Architect (Structural Engineer), prior to proceeding with Work, if design intent requires further clarification. 5. Deviations, Modifications and Substitutions to Approved Structural Drawings: Must be accepted in writing by Architect (Structural Engineer) and approved by Governing Code Authority. No deviation, modification or substitution will be accepted via shop drawing review. 6. Procedures of Construction: Contractor is responsible for procedures of construction complying with national, state and local safety ordinances. Site visits (including Structural Observation) by Architect (Structural Engineer) do not constitute supervision of methods of construction. A. Protection of Utilities: Locate existing utilities, including those not shown on Contract Documents, and protect them from damage. Contractor bears expense of repair or replacement of utilities in conjunction with execution of Work. B. Excavations: Protect structure, adjacent structures, adjacent properties, streets, and utilities during excavation utilizing lagging, shoring, underpinning and related procedures as may be required. Provide necessary supports for soil at sides of excavations. Contractor and affected trades shall refer to Geotechnical Report for more information. C. Protection of Structure: Provide necessary measures to protect structure and adjacent buildings during execution of Work. D. Contractor Proposed Revisions: Where a revision of structural design or connection is proposed by Contractor to accommodate construction tolerances, construction sequence and/or dimension modifications, Contractor shall retain a structural engineer licensed in State of California to perform design. Submit stamped and signed design drawings and calculations to the Architect (Structural Engineer) for review and the Governing Code Authority for approval. E. Erection Plans: Determine phases of Work requiring erection plans according to applicable safety regulations. Maintain certified copies of erection plans at site during construction. F. Shoring, Bracing, and Other Temporary Supports: Design and erect shoring, bracing, and other temporary supports where structure has not attained design strength and as required for safe erection. Ensure floor, roof, and wall members are securely shored and braced during construction. Provide shoring at elevated beams and slabs supporting concrete or masonry walls during and after wall pour until wall attains design strength. G. Temporary Loading: Ensure construction loads do not exceed indicated design live load values. Notify affected sub-contractor trades of these design load limits. H. Fabrication, Shipment, and Erection of Structural Steel: Ensure stresses occurring during fabrication, shipment, and erection of structural steel are temporary and are less than design and allowable stress capacities of individual members. Do not impair full design and load carrying capacity of members due to fabrication, shipment, or erection. Contractor is responsible for controlling erection sequence, erection procedure, temperature differentials and weld shrinkage to minimize residue stresses. Provide additional materials for the erection of structural steel such as temporary bracing and guy cables as may be necessary at no additional cost. Remove these materials unless approved in writing by Owner. Do not tighten bolts in typical beam to column connections for erection purposes. I. Securing Reinforcing Steel, Dowels, Anchor Bolts and Embeds: Firmly support and accurately place complying with ACI standards prior to casting concrete or grout in masonry walls. Use ties and support bars in addition to reinforcing steel shown where necessary. No welding of reinforcing steel, including tack welding, is permitted unless otherwise accepted in writing by Architect (Structural Engineer). Provide plastic or plastic coated chairs and spacers when resting on exposed surfaces. J. Coordination Responsibility: Contractor is responsible for coordination of Work including that of sub- contractor trades. K. Core drilling shall of hardened concrete shall only be done after specific review by Architect (Structural Engineer) Core drilling shall not cut any reinforcing. Concrete coverage for reinforcement as described in these notes shall be maintained at locations of cores. Wind Design a. Speed: b. Exposure: c. Enclosure Classification: d. Components and Cladding Design: e. Wind Drift Limit: 96 MPH (LRFD) C GCPi = +0.18/-0.18 Project Seismic Design Parameters: a. Site Class: b. Mapped Spectral Acceleration (Ss, S1): c. Site Specific Spectral Response Coefficient (SDS, SD1): d. Site Coefficient (Fa, Fv): e. Seismic Importance Factor Ie: f. Risk Category: g. Seismic Design Catagory: D 1.225 g, 0.41 g (respectively) 0.825 g, 0.517 g (respectively) 1.01, 1.89 (respectively) 1 II D Live Load Design a. Floor / Roof Live Load: See legends as provided on plan sheets. Live loading in accordance with CBC 1607A.1. Project Rain / Snow Design Parameters: a. Rain Intensity i: 1.18 (in/hr) Building B Seismic Design: a. Basic Seismic Force Resisting System: b. Seismic Response Coefficient, Cs: c. Analysis Procedure: d. Seismic Base Shear: e. Response Modification Factor R: f. Overstrength Factor, Ωo: g. Deflection Amplification Factor, Cd: h. Maximum Story Inelastic Drift: i. Irregularities: j. Reduncancy Factor, P: k. Building Mass: l. Wind Base Shear: m. Location of Seismic Base SPECIAL REINFORCED MASONRY SHEAR WALLS 0.165 g EQUIVALENT LATERAL FORCE PROCEDURE 43.4 kips (Bldg B) 5.0 2.5 3.5 Roof Floor: 0.007 x Story Height Vertical: N/A Horizontal: N/A Rho = 1.3 in (North / South) 1.3 in (East / West) 263.3 kips (Bldg B) N/A: Seismic Governed Ground Level 7. Submittals: SubmAVit to Architect (Structural Engineer) as indicated on structural drawings and specifications. General Contractor shall review submittal for completeness and compliance with Contract Documents prior to submission. A. Request for Information (RFI) Submittals: Accompany RFI's with partial structural foundation or framing plans showing location in question and affected structural members. Copy partial plan from structural drawings and indicate grid line locations and floor level. Also provide properly drawn engineering sketches illustrating issues and Contractor's proposed solutions. Photographs are not acceptable substitutes to engineering sketches. B. Composite Slab Penetration Submittal: Submit to Architect (Structural Engineer) for each floor indicating size and location of each slab penetration and opening as necessary by all affected trades. Submit penetration plans together with corresponding metal decking or reinforcing steel shop drawings. Submit written statement from Special Inspector that no additional penetrations or openings were added to those shown in penetration submittal. C. Composite Concrete and Masonry Wall Penetration Submittal: Submit to Architect (Structural Engineer) for each wall indicating size and location of each wall penetration and opening as necessary by all affected trades. Submit penetration elevations together with corresponding reinforcing steel shop drawings. Submit written statement from Special Inspector that no additional penetrations or openings were added to those shown in penetration submittal. 8. Contract Documents Use: Review Contract Documents in their entirety before performing structural related Work and before developing shop drawings. Bring discrepancies to immediate attention of Architect (Structural Engineer) before starting Work. A. Scaling of Drawings: Not permitted. B. Additional Structural Requirements: See specifications. C. Building Geometry: See architectural drawings for building geometry including, but not limited to, top of floor and roof elevations; depressions; slopes; curbs; drains; trenches; slab and deck edge locations; wall overall dimensions; and size and locations of openings in floors, roof, and walls. D. Non-structural Items Requiring Special Provisions: See architectural, mechanical, plumbing, and electrical drawings for non-structural items requiring special provisions during construction. They include, but are not limited to, non-structural walls; size and locations of openings and sleeves penetrating structure; size and location of concrete curbs and pads; and size and location of piping, ductwork, and equipment anchorages mounted or suspended from structure. Verify exact size and location of equipment with equipment manufacturer. 9. Materials: Furnish and install in compliance with legally constituted public authorities having jurisdiction including county and local ordinances and safety orders of State Industrial Accident Commission, OHSA. The Architect (Structural Engineer) and Owner accept no responsibility for the contractors failure to comply with these requirements. 10. Penetrations, Embedments, and Openings in Structural Members: No penetration, embedment, opening, sleeve, pipe, or conduit shall occur in structural members including footings, slabs, walls, columns, and beams unless specifically shown or indicated on structural drawings. 11. Typical Details: Details on sheets indicated as typical are applicable throughout Project wherever the described condition occurs and may or may not be specifically referenced on structural drawings. Contractor is responsible for identifying these details and understanding extent of their application prior to performing Work. Details not shown or noted shall be similar to those shown for similar construction. Contractor shall submit RFI's for details such as this to Architect (Strucutral Engineer) prior to proceeding with work. 12. Evaluation Report: A. References to Evaluation Reports for proprietary materials herein shall be latest edition as adopted by Authority Having Jurisdiction (AHJ). B. For proprietary structural elements and products, product to hold Evaluation Report in compliance with applicable code for products intended use. C. Approved Evaluation Report Agencies: 1. ICC (ICC-ES) 2. IAPMO (IAPMO-ES) 3. OSHPD (OPA / OPM / OSP / OPD) 4. City Of Los Angeles (COLA/RR) 5. Miami-Dade (NOA) A. GENERAL CONT. eff. Area (ft2) WIND PRESSURE (psf) TYP. Wall Edge 50 100 200 +17.9/-19.6 +17.0/-18.7 +16.1/-17.8 +17.9/-22.5 +17.0/-20.7 +16.1/-19.0 Building A Seismic Design: a. Basic Seismic Force Resisting System: b. Seismic Response Coefficient, Cs: c. Analysis Procedure: d. Seismic Base Shear: e. Response Modification Factor R: f. Overstrength Factor, Ωo: g. Deflection Amplification Factor, Cd: h. Maximum Story Inelastic Drift: i. Irregularities: j. Reduncancy Factor, P: k. Building Mass: l. Location of Seismic Base SPECIAL REINFORCED MASONRY SHEAR WALLS(First Aid Room & Canopy NS) STEEL ORDINARY MOMENT FRAME(Canopy EW) 0.165 g(SRMSW) / 0.236 g(SOMF) EQUIVALENT LATERAL FORCE PROCEDURE 6.70 kips (First Aid Room)/ 2.86 kips (Canopy) 5.0(SRMSW)/3.5(SOMF) 2.5(SRMSW)/3.0(SOMF) 3.5(SRMSW)/3(SOMF) Roof Floor: 0.007 x Story Height (SRMSW) 0.025 x Story Height (SOMF) Vertical: N/A Horizontal: N/A Rho = 1.3 (First Aid Room) 1.3 (Canopy) 40.6 kips (First Aid Room)/12.1 kips(Canopy) Ground Level H/400 (10 yr wind) B. DEFERRED SUBMITTAL ITEMS ANCHORED OR SUPPORTED BY STRUCTURE 1. Design Responsibility: Contractor to design and obtain separate Governing Code Authority approval for tdeferred approval items noted on Gx series sheets. 2. Shop Drawings and Structural Calculations: Submit design plans, details and calculations of deferred submittal items signed and sealed by a registered structural engineer registered in State of California to Architect (Structural Engineer) for acceptance and to Governing Code Authority for approval prior to fabrication. 3. Design: Design components for imposed forces including lateral restraint complying with Applicable Code, Contract Documents, and applicable portions of AISI Specifications. If building Seismic Force Resisting System (SFRS) is used for lateral restraint, indicate load paths to building lateral resisting system in calculations and show connection forces on shop drawings. Where building provides vertical support, indicate loads and load paths to building in calculations and show connection forces on shop drawings. Dead load elements at lowest level of connection uno Design loads are as follows: A. Dead load: Self weight of deferred system (including supported components of other systems). B. Live load: Per applicable code. C. Seismic and wind loads: Per applicable code. See General Notes Section A.1. D. Design Movement: Lateral Movement: Section A.1 of General Notes Vertical Movement: Live Load Deflection of L/360 4. Defferred Submittal Items: Roof Screen. C. QUALITY ASSURANCE (STRUCTURAL OBSERVATION, MATERIALS TESTING, and SPECIAL INSPECTION) 1. Structural Observation: A. The Architect (Structural Engineer) of record will perform visual observation of the construction as required CAC 4-333 and 4-341 in accordance with the governing code. These visual observations shall not be considered a substitute for special inspections. B. Coordination Responsibilities of Contractor: Notify Architect (Structural Engineer) 48 hours in advance of critical stages of construction indicated below so visits may be scheduled by Structural Observer. Failure by Contractor to meet observation schedule may require removal of subsequent Work for observation. Contractor to bear costs of removal and replacement of finished Work or framing damaged by removal process or as required for corrective action and for any associated scheduling delays. Critical stages of construction requiring structural observation: 1. Prior to pouring first foundation. 2. Prior to pouring elevated concrete deck. 3. Prior to pouring first concrete filled metal deck. 4. After roof deck welded off. 5. After nailing of first plywood diaphragm. C. Pre-construction Meeting: Owner may coordinate and call for meeting between Architect (Structural Engineer) responsible for structural design, Structural Observer, Contractor, affected subcontractors and Special Inspector. structural observer will preside over this meeting. Purpose of meeting is to identify major structural elements and connections that affect vertical and lateral load resisting systems of structure and to review schedule of Structural Observation, Materials Testing, and Special Inspection of Project. 2. Mill Test Reports Certifying Materials: Contractor to submit mill test reports certifying reinforcing steel, and structural steel are of identifiable tested stock to Owner, Special Inspector, Architect (Structural Engineer) and, upon request, to Governing Code Authority. Ensure materials are properly tagged for identification. If mill test reports cannot be made available or if material cannot be identified, Testing Laboratory will perform tests as directed by Architect (Structural Engineer). Contractor shall pay Testing Laboratory for costs related to tests and inspections of unidentifiable materials or materials furnished without mill test reports, materials found deficient after initial tests and inspections, or materials replacing deficient materials. A. Ultrasonic Examination of Heavy Rolled Shapes and Thick Plates at Proposed Welded Moment Connections: Where complete penetration groove welds occur at Groups 4 and 5 structural steel shapes, as defined in ASTM A6, and plates exceeding 2 inches thick, submit mill test reports to Architect (Structural Engineer) and, upon request, to Governing Code Authority. Mill test reports shall certify that Charpy V-notch testing was conducted in compliance with ASTM A6, Supplementary Requirement S5, including impact test complying with ASTM A673 at frequency P with minimum average value of 20 ft.-lbs. absorbed energy at 70 degrees Fahrenheit. 3. Weld Testing and Inspection: Testing Laboratory will submit weld test results to Owner, Contractor, Architect (Structural Engineer) and to Governing Code Authority. See Specifications for testing requirements not indicated on structural drawings. A. Structural Steel Welding: Apart from visual inspection and review of fabrication and erection reports of fabricator/erector's own quality control testing and inspection, Owner's Testing Laboratory will perform indicated shop and field inspection and testing. Testing Laboratory will be AWS Q.C.-1 certified and will provide inspectors for continuous inspection of steel fabrication and erection and structural welding. Shop and field testing of materials and welding will be as follows: a. Ultrasonic testing (UT) is required for all (100%) complete penetration welds. Test groove welding on continuity plates by ultrasonic testing after beam flange weld connection. Testing will be performed 24 hours or more after completion of welding. Weld backing removal areas and fillet welds will be subjected to magnetic particle examination. 1. UT testing reduction: Where the initial rate for UT is 100%, the NDT rate for an individual welder or welding operator is permitted to be reduced to 25% provided that the number of welds containing unacceptable defects operator. A sampling of at least 40 completed welds for a job shall be made for such reduction evaluation. See AISC 360-10 N5.5e and AISC 341 J6.2g for additional information. 2. UT Reduction is NOT permitted at demand critical welds. 3. Documentation: All NDT performed shall be documented per AISC 360-10 N5.5g b. Base metal thicker than 1-1/2 inches, subjected to through thickness weld shrinkage, will be ultrasonically tested directly behind such welds after welds have cooled to ambient temperature. c. Welds shall be visually inspected and periodically measured (15 percent minimum). d. Check 10 percent of fillet welds by magnetic particle (ASTM 109 method). Check 25 percent of continuity plate fillet welds and beam fillet welds (100 percent in moment zones) by magnetic particle. e, Ultrasonically test column flanges located at proposed welded moment connections, continuity plates, doubler plates and base plates where column flange or plate thickness exceeds 1-1/2 inches. Test for evidence of laminations, inclusions or other discontinuities in accordance with ASTM A435, straight beam ultrasonic examination of steel plates, or ASTM A898, straight beam ultrasonic examination of rolled steel structural shapes, as applicable. Test zone to include area 6 inches above and below each beam flange connection. For plates, any discontinuity causing a total loss of back reflection not contained within 3-inch diameter circle, or one-half thickness of plate, whichever is greater, will be rejected. For rolled shapes, ASTM A898, Level I criteria applies. Testing will be performed on material prior to fabrication, after fabrication, and after final welding of beam. f. k-Area welds shall be MT'd no sooner than 48 hours after completion of weld. g. Amperage, voltage, polarity and electrode stick out will be verified for compliance with electrode manufacturer's recommendations. 4. Special Inspection: 1704.2.3 of CBC. See S0.03 D. EARTHWORK and FOUNDATIONS 1. Geotechnical Report: Perform soils work complying with foundation design based on recommendations in report log no. 10573-1; prepared by Atlas; dated Nov.6.2023 and subsequent addenda letters. Maintain at site a copy of report and addenda. 2. Allowable Foundation Design Values per Geotechnical Report. A. Bearing Capacity: 2500 psf, for min. 2'-0" wide spread footing and 1'-6" wide continuous footings both with 2'-0" min. below adjacent finished grade. Values may be increased by 1/3 for transient loading. B. Passive Lateral Bearing Pressure: 300 psf/ft. Values may be increased by 1/3 for transient loading. C. Coefficient of Friction: 0.35. D. Combined Lateral Resistance : The allowable lateral resistance can be taken as 350psf/ft . E. Slab on Grade Bearing Capacity: 2000psf 3. Grading, Excavations, Backfill and Compaction of Backfill: Comply with Geotechnical Report and requirements of Governing Code Authority and performed only under Continuous Special Inspection of geotechnical engineer. Building pads shall be over excavated per figure below as recommended in Geotechnical Report. If soft pockets are discovered during over excavation, additional over excavation will be required as directed by the Geotechnical Engineer. 4. Foundation Excavations: Foundations are to bear on approved compacted fill as indicated in Geotechnical Report. Excavations are to be inspected by geotechnical engineer prior to placement of reinforcing steel and formwork. Ensure excavations are clean, dry and free of debris or loose soil. Slope sides of excavation not less than minimum slope indicated in Geotechnical Report. Cast concrete directly against excavated surfaces. Graphic presentation of extent of excavation below is based on Geotechnical Report. In case of discrepancy, information in Geotechnical Report shall take precedence. 5. Backfilling of Retaining Walls: Place after completion and inspection of waterproofing. Adequately shore retaining walls during backfill operation. Unless adequately shored, do not place backfill behind building structure retaining walls until concrete at elevated floor levels adjacent to walls are completely poured and have cured for at least 7 days at site walls, concrete shall reach full design strength prior to backfilling unless adequately shored. 6. Retaining Wall Design Values: A. Active earth pressure: __40_ pcf (triangular) At Level Backfill / __60__ pcf (triangular) at 2H:1V Backfill B. At-rest earth pressure: __60_ pcf (triangular) At Level Backfill / __80__ pcf (triangular) at 2H:1V Backfill 7. Soil observation shall be performed by the Geotechnical Engineer per Geotechnical Report.EXTENT OF OVER EXCAVATION and RE-COMPACTION PER GEOTECHNICAL REPORT X 1 X 1 SPREAD FOOTING, CONT. FOOTING, OR MAT FOUNDATION X 1 X 1 X 1 SITE FEATURE EXTENT OF OVER EXCAVATION and RE- COMPACTION PER GEOTECHNICAL REPORT X 1 E. REINFORCING STEEL 1. Reinforcing Steel: All bars shall be deformed. A. All bars unless indicated otherwise: ASTM A615, Grade 60 B. Bars to be welded: ASTM A706, Grade 60 C. Additional Requirements for Bars, Excluding Ties, for vertical bars in Shear Walls: No additional requirements if ASTM A706, Grade 60 bars used. ASTM A615, Grade 60 bars are permitted provided actual yield strength based on mill tests does not exceed specified yield strength by more than 18,000 psi (retests shall not exceed this value by more than an additional 3,000 psi) and ratio of actual ultimate tensile stress to actual yield stress is not less than 1.25. 2. Wire and Spiral Reinforcing: A. Smooth welded wire fabric (W.W.F.): ASTM A1064, Fy =65 ksi, flat sheets only - do not use rolled mesh. Lap 1-1/2 wire spaces (1 foot minimum). Offset laps in adjacent sheets to avoid continuous laps. B. Deformed wire stirrups (D4 and larger only): ASTM A1064, Fy =65 ksi C. Spiral reinforcing: ASTM A1064, Fy =65 ksi 3. Reinforcing shall be placed in accordance with the American Concrete Institute Standard 318 (ACI318) and Concrete Reinforcing Steel Institute's (CRSI) "Manual of standard practice". Reinforcing shall be kept clean and free of rust. 4. Provide all accessories needed to support reinforcing in the positions shown in the drawings. Chairs and spacers for reinforcing shall be non-ferrous of plastic coated when resting on exposed concrete surfaces. 5. Shop Drawings: ACI 318-19. Show reinforcing steel placement including sizes, quantities, spacing, clearances, splice locations, lap lengths, and concrete coverage's and submit to Architect (Structural Engineer). Promptly notify Architect (Structural Engineer) prior to developing shop drawings if insufficient clear distances between reinforcing steel and other congestion is encountered. Notify Special Inspector of adjustments made from approved Contract Documents which are indicated on accepted shop drawings that facilitate field placement of reinforcing steel and concrete. All bars shall be marked so that they can easily be identified by the project inspector after installation. 6. Lap Splices: At concrete, Provide Class B splices per 04/S6.01 UNO. At masonry provide, 72db lap splice length UNO. Splice bars only at locations indicated. If additional splice locations are proposed, promptly notify Architect (Structural Engineer) prior to developing shop drawings. A. Splices in Walls: Locate splices in horizontal bars at well-staggered locations. Do not splice vertical bars except at horizontal supports such as floor and roof diaphragms. 7. Mechanical and Welded Splice: Mechanical Splice and Welded Splice are to be used only at locations indicated. Notify Architect (Structural Engineer) of all instances prior to developing shop drawings. A. Mechanical Splice: Mechanical couplers shall have current Evaluation Report and satisfy ACI requirements for type 2 coupler for the applicable bar size / grade designation. B. Welded Splice: Welded splice shall develop at least 125 percent of the yield strength of the spliced bar for the applicable bar size and grade designation 8. Minimum Clearances Between Parallel Reinforcing Steel Including Distance Between Sets of Spliced Bars: 1 inch, 1 bar diameter, or 4/3 times the minimum aggregate size whichever is greater. 1-1/2 inches, 1-1/2 bar diameters, or 4/3 times the minimum aggregate size whichever is greater, at columns, piers, and pilasters only. For bundled bars, minimum clear distances between units of bundled bars shall be same as single bars except bar diameter is derived from equivalent total area of bundle. 9. Minimum Concrete Coverage: Place bars as near to concrete surface as the following minimum coverages permit, unless noted otherwise: A. Slabs on Grade - locate at center of slab. B. Slabs Supporting Earth Above - 1-1/2 inches from top. C. Formed Concrete Exposed to Earth or Weather - 1-1/2 inches (#5 and smaller); 2 inches (#6 and larger) D. Concrete Poured Against Earth (Unformed) - 3 inches E. Walls Above Grade, Exposed to Weather- See C. above F. Walls Above Grade, Not Exposed to Weather 3/4 inch (#11 and smaller); 1-1/2 inches (#14 and larger) G. Columns (Clear to Face of Ties) - 1-1/2 inches H. Beams (Clear to Face of Ties) - 1-1/2 inches I. Structural Slabs, Not Exposed to Weather (Top and Bottom) - 1 inch (#8 and smaller); 1db (#9 and larger) J. Structural Slabs, Exposed to Weather - See C. above 10. Dowels between footings and vertical wall & column bars shall match the size, grade and spacing of the column up wall vertical reinforcing and be lapped with a class B lap splice, UNO. 11. Dowels at Construction Joints: Provide dowels matching size and quantity of reinforcing steel interrupted at construction joints, unless detailed otherwise. 12. Placement of Bars in Walls (unless detailed otherwise): Place vertical bars closest to wall surfaces at curtains containing vertical and horizontal bars of the same size. In curtains which vertical and horizontal bars are of different sizes or spacing, place layer with most steel area closest to near wall surface. 13. Bars Terminating at Walls, Columns, Beams, and Foundations: Extend bars to within 2 inches (3 inches at concrete poured against earth) of far face of wall, column, beam, or foundation and provide standard hook unless detailed otherwise. 14. Bars Interrupted by Structural Steel: Extend bars to within 2 inches of steel face and provide standard hook unless detailed otherwise. 15. Welding: AWS D1.4, edition adopted by applicable code. A. Acceptable Reinforcing Steel for Welding: ASTM A706. If welding of reinforcing steel other than A706 is desired, submit proposed procedure, indicating conformance to Applicable Code and requirements of Governing Code Authority, to Architect (Structural Engineer) for acceptance and to Governing Code Authority for approval prior to execution. B. Rebar to rebar weld not allowed except where specifically indicated on plans. Provide electrode E80XX (80 ksi) where permitted. C. Welder Certification: As required by Governing Code Authority. D. See welding notes in Structural Steel Section of these notes for additional requirements. 16. Bending: Bend cold unless otherwise accepted by Architect (Structural Engineer). Do not field-bend reinforcing steel bars embedded in concrete unless otherwise accepted in writing by Architect (Structural Engineer). 17. Reinforcing Steel Allowance: In addition to reinforcing steel indicated in Contract Documents, allow for an additional 2 tons of reinforcing steel to be constructed under direction of Architect (Structural Engineer) during construction. Direction will be given during multiple occasions. Reinforcing steel under this allowance will be of any size, shape and grade. Quantity of pieces and location in Project will vary. Include in this allowance fabrication and erection and necessary construction services such as shop drawing preparation, and access for inspection. Submit expenditures in writing for any part of this allowance to Architect (Structural Engineer) prior to fabrication and erection. The unused portion of this allowance shall be credited to the owner at the completion of the project. 18. In-plant fusion welding of holding wires to ties, stirrups and hoops in beams, columns and grade beams to preassemble reinforcing steel cages is permitted under the following conditions per CBC 2022 1903.8: a. Fusion welding is not allowed to longitudinal reinforcing steel in any beam, column or grade beam. The holding wire area shall not exceed 5% of the beam, column or grade beam cross sectional longitudinal steel area. b. Fusion welding of holding wires to the ends of the reinforcing steel placed in mats (spread footings, slab reinforcement, etc.) provided the fusion weld occurs within 6 bar diameters of the free end of the bar (e g. not allowed at the end of coupled, t-headed or weld spliced bars). c. Fusion welding of holding wires shall not occur on a bent portion of a reinforcing bar. After holding wire has been fusion welded to a reinforcing bar, that bar may not be bent where the fusion weld occurs. d. Contractor to submit complete shop drawings indicating which members will use fusion welding process for preassembly. Provide complete details indicating the size of stirrups, holding wires and welding requirements. e. Holding wires shall conform to ASTM A1064. f. All reinforcing steel to be welded shall comply with ASTM A706 Grade 60. g. Contractor to submit complete shop welding program outlining the following: 1. Type of specific fusion welding machine (i.e. Schnell IDEA 12/25 Machine, etc.) 2. Periodic inspection of the in-plant welding. h. Fusion welded reinforcing steel shall have one tensile test taken from one specimen sampled at a rate of 2.5 tons or fraction thereof of each size of reinforcing steel fusion welded. No bend test is necessary. The specimen shall have a holding wire attached to it that need not be removed. The elongation requirements shall comply with the ASTM of reinforcing steel specified on the construction documents (e g. if A615 is specified, but A706 is used due to the welding requirement, then A615 elongation requirements shall be satisfied). L The use of fusion welding shall conform to ACI318-19 26.6.4. j. If field conditions result in conflicts with other structural members (ex. anchor bolts) the rebar must be relocated in the field to avoid said conflicts. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 GENERAL NOTES S0.01 Checker MONROE ST. POOL REPLACEMENT GENERAL NOTES 09/30/25 25657203 08/09/2024 203 F. CAST-IN-PLACE CONCRETE 1. Applicable Standards: ACI 318 and ACI 301 except as amended in California Building Code Chapter 19 and as modified by supplemental requirements herein. Concrete mixing shall comply with ASTM C94. 2. Portland Cement: ASTM C150, type II. Submit mill test with certification of compliance to Architect (Structural Engineer) 3. Aggregates: A. Normal Weight Concrete Aggregate: ASTM C33 for aggregates of natural sand and rock. Maximum aggregate size is 1-1/2 inches at foundations and slabs on grade and 1 inch elsewhere. B. Light Weight Aggregate for Structural Concrete: ASTM C330, expanded shale light weight aggregate. 4. Minimum 28-Day Concrete Compressive Strengths and Types: Concrete Unless Otherwise Indicated on Structural Drawings Footings and Grade Beams Concrete Walls Concrete Slabs on Grade Equipment Curb/Pad Over Metal Deck Concrete fill on Metal Deck 4000 psi normal weight (145 pcf) 4000 psi normal weight (145 pcf) 5000 psi normal weight (145 pcf) 4000 psi normal weight (145 pcf) 4000 psi normal weight (145 pcf) 4000 psi light weight (115 pcf) 0.5 0.5 0.5 0.45 0.5 0.45 5. Slump: Per ACI 301, CH. 4 and CBC section 1705.3. 6. All concrete above grade, including, slab on grade, deck fill, wall, topping slab, stair landing and tread shall have 1.5 pounds of 1 1/2" long fibrous reinforcing per cubic yard of concrete. 7. Lean Concrete: Where specifically indicated, containing 2 sacks of cement per cubic yard of concrete. Use only where specifically called for. 8. Non-shrink Grout: ASTM C109, cementitious, non-metallic attaining a compressive strength of 8000 psi. 9. Concrete Mix Design Submittal: Prior to ordering concrete, submit for each compressive strength and type of concrete required designed, signed, and sealed by a registered Civil or Structural Engineer in State of California to Architect (Structural Engineer), Special Inspector and to Governing Code Authority complying with California Building Code, Chapter 19. 10. Construction Joint: Roughen surface to 1/4-inch amplitude. Clean, remove laitance, thoroughly wet and remove standing water before placing new concrete. Submit to Architect (Structural Engineer) at least 14 days prior to placing concrete indicating locations of construction joints and extent of pours. Place joints at locations to minimize effects of shrinkage as well as being placed at points which least impair strength of structure. Provide dowels as directed. 11. Embedments and Penetrations in Concrete: No penetration through structural concrete is permitted unless shown in these drawings or specifically accepted in writing by Architect (Structural Engineer). Do not cut any reinforcing. A. Pipes, Sleeves, Conduits, and Ducts: Not permitted embedded or penetrating concrete spread footings, columns, walls or concrete cast over metal decking, except as shown in these drawings. B. Conduits Embedded in Structural Concrete Slabs: Not permitted unless limited to two layers of 1 inch, and 1/6 slab thickness. outside diameter conduits and smaller spaced at least 3 inches center to center and within middle third of slab thickness. No conduit embedded in concrete cast over metal decking is permitted. No aluminum conduit is permitted. 12. Chamfered Corners: Provide 3/4-inch chamfer at exposed corners of columns, beams and walls except where structural walls are laid flush with column or beam faces, unless detailed otherwise. 13. Curing: Maintain concrete above 50 degrees Fahrenheit and in a moist condition for a minimum of 7 days after placement unless otherwise accepted by Architect (Structural Engineer). 14. Non-Structural Topping slab shall be normal weight concrete reinforced with 6x6-W3.5x3.5 W.W.F. at center line of slab. See plans & details for information on concrete fill over metal deck. Element Compressive Strength and Type of Concrete Max. W/C Ratio 15. No more than one class of concrete shall be on site at one time. 16. The maximum size for a single elevated concrete slab pour shall be 25,000 sq. ft. and shall have a maximum length to depth ratio of 2:1. 17. The maximum water-soluble chloride ION (CI) content in concrete by percentage of weight cement is 0.30. 18. Where "Styrofoam" indicated on plans provide Polystyrene product conforming to ASTM D6817. Foam shall have a minimum density of 0.70 lb/ft3 when tested in accordance with ASTM D1622. Foam shall have a minimum compressive strength of 2.2psi at 1 percent deformation when tested in accordance with ASTM D1621. G. PROPRIETARY ANCHORAGES and FASTENERS 1. Anchorages: A. Drill and Epoxy Anchors: i. At Concrete: Hilti HIT-RE 500 V3 adhesive anchor system complying with ICC-ES Evaluation Report ESR-3814. ii. At Masonry: Hilti HIT-HY 270 adhesive anchor system complying with ICC-ES Evaluation Report ESR-4143. iii. Provide anchor type, size and embedment as indicated in details. iv. Overhead applications must be installed using the Hilti HIT-SZ piston plug system. B. Mechanical Anchors: i. At Concrete: Hilti KB-TZ2 carbon steel expansion anchor complying with ICC-ES Evaluation Report ESR-4266. ii. At Masonry: Hilti KB-TZ2 carbon steel expansion anchor complying with ICC-ES Evaluation Report ESR-4561. iii. Where mechanical anchor is exposed to weather, provide stainless steel anchor conforming to the ICC-ES Evaluation Report in lieu of carbon steel. C. Welded Shear Studs: Nelson S3L flux filled, headed stud anchors, 65,000 psi minimum ultimate tensile strength conforming to ASTM A29, automatically end welded in field and complying with ICC-ES Evaluation Report ESR-2856. D. Welded Deformed Anchors: Nelson D2L, cold rolled, deformed steel reinforcing bars conforming to ASTM A1064 and complying with ICC-ES Evaluation Report ESR-2907. 2. Fasteners: A. Powder Actuated Fasteners: Hilti Low-velocity Powder Actuated Drive, 0.157" diameter (X-U), complying with ICC-ES Report ESR-2269. Provide appropriate washer between fastener head and light gauge metal or wood surface. Shot pins shall not be used @ PT slab or beams. B. Self-Drilling Metal Screws (Indicated "Screws" or "SMS" on Drawings): Hilti Self Drilling Screw complying with current ICC-ES Evaluation Report ESR-2196. C. Concrete Screws: Hilti KH-EZ carbon steel screw anchor complying with ICC ES Evaluation Report ESR-3027. D. Masonry Screws: Hilti KH-EZ carbon steel screw anchor complying with ICC ES Evaluation Report ESR-3056. E. Where Concrete or Masory Screws are exposed to weather, provide stainless steel anchors conforming to the ICC-ES Evaluation Report in lieu of carbon steel. 3. Installation: See manufacturer's written instructions and referenced ICC-ES evaluation report. Contractor shall arrange an anchor manfacturer's representative to provide onsite installation training for all anchor products specified. A. Prior to drilling holes for post-installed anchors, contractor shall locate existing rebar, prestressing tendons, post-tensioning tendons, and embedded utilities using non-hazardous, non-destructive methods with accurate location tolerances (plus or minus 1/4-inch). Do not cut, hit, or otherwise damage existing rebar or tendons during anchor installation. B. Drilling Holes in Existing Concrete or Masonry for Anchorages: Use non-pneumatic, rotary hammer tools with ANSI compliant non-rebar cutting drill bits to drill holes of proper tolerances. Locate existing rebar including prestressing and post-tensioning tendons using non-hazardous, non- destructive methods with accurate location tolerances (plus or minus 1/4-inch) prior to drilling holes to avoid cutting or damaging Holes shall be thoroughly cleaned per manufacturer's written recommendations prior to installation of anchorages. C. Deleterious Materials: Keep anchorages, including holes for drill and epoxy anchors and mechanical anchors, free of dust, grease, and other materials that impair bond. D. Use of diamond core bit with roughening tool for anchor holes requires approval from Engineer of Record prior to drilling. Unless otherwise shown in the drawings, all holes shall be drilled perpendicular to the concrete surface. E. Embedment Depths: i. Mechanical Anchors: Embedment depths noted in drawings are the effective minimum embedment UNO. Refer to applicable evaluation report for the corresponding minimum hole depth and nominal embedment. ii. Screw Anchors: Embedment depths noted in drawings are the nominal minimum embedment UNO. Refer to the applicable evaluation report for the corresponding minimum hole depth. A. Anchor installer certification is required for all installers of drill and epoxy anchors in horizontal or upwardly inclined orientation. Installer qualification must be provided to the inspector prior to installation. B. Installation Torques for Expansion Anchors shall be as noted: 4. Provide testing of post-install anchors as follows: A. At expansion anchors and screw anchors: Provide installation using torque as noted above or per most recent ICC-ES Report. B. At Drill and Epoxy anchors: Provide pull testing to tension values noted on corresponding detail(s) or provided by SEOR. Apply testing to 10% of anchors at each condition. If failure occurs, increase frequency to 100% until 20 consecutive anchors pass pull testing, then resume initial frequency. If subsequent failures occur, notify SEOR for further direction I. Installation Torques for Screw Anchors shall be as noted: Nominal Anchor Diameter Expansion Anchor Installation Torque (ft-lb) Into Concrete Into Masonry KB-TZ2 Carbon Steel KB-TZ2 Stainless Steel KB-TZ2 Stainless Steel KB-TZ2 Carbon Steel 1/4" 4 6 4 6 3/8" 30 30 15 15 1/2" 50 40 25 25 5/8" 40 60 30 35 3/4" 110 125 50 50 Nominal Anchor Diameter Screw Anchor Installation Torque (ft-lb) Into Concrete Into Masonry Hilti KH-EZ Hex 1/4" 18 3/8" 1/2" 5/8" 3/4" Note: 1/4" dia. Hilti KH-EZ P, PM & PL in concrete shall have installation torque of 18 ft-lb. Hilti KH-EZ C Hilti KH-EZ CRC Hilti KH-EZ E & KH-EZ I Hilti KH-EZ (Hex, P, PM, PL & C) Hilti KH-EZ CRC N/A 18 21 N/A 40 (19 @ hnom <2.5")40 40 22 20 45 N/A 45 N/A 34 25 85 N/A 85 N/A 38 35 95 N/A 85 N/A 70 45 G. PROPRIETARY ANCHORAGES and FASTENERS (CONT.) H. METAL DECKING 1. Metal Decking and Accessories: Verco Manufacturing Company, type and gauge as indicated on structural drawings, ASTM A653-SS grade 50 minimum conforming to IAPMO report ER-2018, G60 coating, unless heavier galvanized coating is indicated in specifications. Run deck units continuous over three or more spans where possible, deck is designed for unshored construction, uno Provide vented deck where vapor impervious material occurs over concrete fill. 2. Deck Welding: AWS D1.3 using prequalified procedures. A. Qualification of Welders: Welders shall be experienced in welding light-gauge steel and using prequalified procedures. Erector shall establish welding procedure for arc spot welding of metal decking to structural steel, for each gauge of decking to be used. Prior to deck erection, each welder shall be qualified using this procedure and witnessed by Special Inspector. See California Building Code, Chapter 22 and 17, for additional qualification requirements. 3. Shop Drawings: Submit to Architect (Structural Engineer) for review. Shop drawings shall include layout of deck, type of deck, methods of attachment, and all deck openings larger than 1'-0". 4. Limits to Non-Structural Items Suspended From Concrete Filled Metal Decking and Bare Metal Decking: A. Hangers supported by metal decking with structural concrete fill may be installed using ICC-ES approved anchorage systems. Limit hangers to supporting duct work 6 square feet in cross sectional area maximum, 3-inch diameter pipe maximum, and acoustical ceilings. Locate hangers two flutes apart when they occur on same deck span. Support larger duct work and piping for structural beams or columns as shown in typical details. Do not support utilities, ductwork, piping conduits, and etc. from metal deck without concrete . See typical details for hanger details. B. Hangers supported by metal decking without structural concrete fill may be used for 12"x16" max ducts, 1-1/2" diameter pipes or ceilings. The hangers may be attached w/ 3/8" round x 12" long bars located above and perpendicular to the deck flutes. Locate hangers two flutes apart when they occur in the same deck span. 5. Pre-punched Holes in Metal Decking and Accessories: Metal deck welding and installation of welded shear studs are not permitted through single layer sheets greater than 16 gauge (G90 MAX), nor through double layer sheets greater than 20 gauge (G60 MAX), nor through sheets with total galvanized coating thickness greater than 1.25 ounces per square foot. Provide pre-punched holes as necessary. Provide closure angle at all openings per typical details. 6. Excess Structural Concrete: Concrete filled metal decking and steel framing will deflect during placement of concrete. These deflections will require placement of concrete in excess of amount based on nominal dimensions in order to bring slab within tolerances of a horizontal plane. Provide excess concrete at no cost to Owner. 7. Deck shall be layed out such that low flutes land on each parallel support wherever possible. Provide filler deck accessory where low flutes do not align with parallel framing. Provide 2" minimum bearing at each support and 2" lap at ends of decking panels. 8. Composite slabs: A. See "Proprietary Anchorage and Fasteners" notes for welded headed studs. B. Stud welding, inspection and testing shall conform to AWS D1.1, CH. 7. C. 18 gage or thicker decking shall not be lapped where welded studs are attached through decking. J. STRUCTURAL STEEL (CONT.) k. List of applicable electrical characteristics for process employed. Clearly indicate specific values required for each welding pass. These electrical characteristics shall include at a minimum the following: • Electrode diameter. • Type of current and acceptable ranges of current measured in amperage. For wire feed processes, indicate manufacturers' recommended melt-off rate, deposition rate, and wire feed speed. • Voltage (for all processes). • Actual field condition travel speed and manufacturer's data for travel speed. • Electrode extension (stick out) for wire feed processes. • Amperage, voltage and electrode extension (as applicable) shall be within filler metal manufacturer's recommendations (compare to AWS D1.1, Section 3.6 and 3.7). • Electrode manufacturer's technical information, with identification number listed, and welding parameter recommendations. F. Welding Electrode (Filler Metal): E70xx (70 ksi) uno, provide filler metal with Charpy V-notch toughness of 20 ft/lbs at -20 degrees Fahrenheit at complete penetration groove welds. a. Welding Electrode (Filler Metal): E70xx (70 ksi) u.n.o., provide filler metal with Charpy V-notch toughness of 20 ft/lbs at -20 degrees Fahrenheit at complete penetration groove welds. b. Welds indicated as part of the "SFRS" shall comply with AISC 341 sections A3.4a and I2.3. These welded connections shall be made with a filler metal achieving a minimum Charpy V-notch toughness of 20ft/lbs at a temperature lower than 0°F. c. Welds indicated as "Demand Critical" (DC) shall comply with AISC 341 sections A3.4b and I2.3. These welded connections shall be made with a filler metal achieving a minimum Charpy V-notch toughness of 20ft/lbs at a temperature lower than 0°F, and a filler metal producing welds that have a minimum Charpv V-notch toughness of 40ft/lbs at temperature lower than +70°F. G. Welding Toughness Requirements: Certify conformance to Charpy V-notch toughness requirements with tests by an independent testing laboratory for each AWS classification, manufacturer and trade name. Testing procedures shall be in accordance to Applicable Welding Standard and AWS D1.8 H. Fabricators: Perform shop welds by fabricators approved by LA City or AISC. a. Welder Qualification: Welders, regardless if Work is performed in shop or in field, shall be qualified for the Work they will be doing and shall have certifications current and acceptable to Governing Code Authority. b. Special inspection shall be required for all welding, as required by governing code authority. I. Welds Exposed to View: a. Faces of fillet welds exposed to view shall have as-welded surfaces that are reasonably smooth and uniform. No finishing or grinding shall be required, except where clearances or fit of other items may so necessitate. b. Partial and full penetration welds exposed to view shall be ground smooth and flush with finish surface of steel. Remove backup bars and weld tabs. Fill holes with weld metal or body solder and smooth by grinding or filing. J. Groove Preparation: Clean groove preparation thermal cuts by grinding. K. Termination of Welds: Terminate at joint ends in a manner that ensures sound welds. Use extension bars and run-off tabs whenever necessary. L. Hand-held Calibrated Amp and Volt Meters: To be used by fabricator, erector and inspectors to assure proper amperage and voltage of welding process. Measure amperage and voltage at arc. Verify travel speed and electrode stick-out in compliance with electrode manufacturer's recommendations and with approved WPS. M. Storage of Electrodes: Adhere to Section 5.3 of AWS D1.1. N. Weld each flange of moment frame beam to column connections in one continuous process without cooling below pre-heat temperature. O. Welding of ASTM A913 Materials: Perform according to requirements of latest edition of AWS standard, structural drawings and specifications, whichever is more stringent. P. Minimum Fillet Weld Size: Where minimum fillet weld size, as stipulated by AISC Section J2 and Table J2.4, exceeds fillet weld size indicated on structural drawings, use AISC stipulated size. Q. Minimum Groove or Butt Weld Size: Provide complete penetration unless indicated otherwise. R. Weld Length: Length of welds shown are net effective lengths. Where length of weld is not indicated, provide weld full length of joint. 6. Shop Drawings: Submit To Architect (Structural Engineer) for review and, upon request, to Governing Code Authority. Include sequence of erection procedures from approved WPS: 7. Fabrication: Perform in shop certified by AISC or City of Los Angeles. A. Moment Connections: Orient flange stiffener plates and cap plates used in moment connections so that rolling direction of plate is parallel with direction of principal stress. B. Horizontal Members: Place natural camber up. C. Filler Plates: Provide at splices of parts having more than 1/8-inch difference in thickness. Filler plates to match grade of material spliced. 8. Cleaning: After fabrication, clean steel surfaces free of rust, loose mill scale, and oil. 9. Oversized Holes for Anchor Bolts in Base Plates: Oversized holes in base plate may be provided at contractor's option in accordance with AISC Table 14-2 UNO. Where oversized holes are provided, provide plate washer with standard hole with minimum size per AISC Table 14-2 (3/8" thick min) UNO. 10. Exposure to Soil: Encase structural steel in lean concrete with 4-inches concrete cover where exposed to soil. 11. Exposure to Weather: All structural steel (including connection elements) exposed to weather shall be hot dipped galvanized. Coordinate finishes with architect at AESS. At welding on galvanized members, remove and repair galvanization as required. 12. Structural Steel Allowance: In addition to the steel shown or implied in this document, allow for an additional 2 tons of structural steel to be constructed at the direction of the Structural Engineer during construction. The allowed steel may be of any shape or sizes, including plates, wide flanges, tubes, pipes, channels, angles, and/or any other structural shapes. The number of pieces may vary. The locations of applications may vary. Direction may be given in multiple occasions during construction. The allowance should include all fabrication and construction related services, such as shop drawings, shop preparation, field erection and coordination, bolted connections and field welding. Expenditure of any part of this allowance shall be approved in writing by the Structural Engineer prior to any fabrication and erection. 13. Heavy Sections a. Heavy sections shall comply with AISC 360-16 Section A3.1c b. Heavy sections forming part of the "SFRS" shall also comply with AISC 341-16 Section A3.3 c. Welded Splices including welds to baseplates shall comply with AISC 360-16 Section J1.5 14. See quality assurance note C-3 and C.4 for non-destructive testing. 15. SFRS denotes items considered part of the "SEIMSIC FORCE RESISTING SYSTEM" (Refer to AISC 341-16 and AWS D1.8). 16. DC denotes welds considered "DEMAND CRITICAL" per AISC 341-16 Section A3.4B and I2.3 17. Field weld flag symbols indicate design intent but are not requirements. Whether a weld is to be made in shop or field is means and methods and to be coordinated by contractor. 18. Where bent plates specified cannot be bent due to thickness provide two plate pieces joined with a complete penetration weld. J. STRUCTURAL STEEL 1. Detailing, Fabrication, and Erection: AISC 360-16 "Specification for Structural Steel Buildings" and AISC 341-16 "Seismic Provisions for Structural Steel Buildings" except as amended in Applicable Code Chapter 22 and as modified by supplemental requirements herein. 2. Structural Steel: Provide readily identifiable structural steel in compliance with Applicable Code Section 2202.1. Furnish structural steel complying with the following ASTM standard specifications, unless noted otherwise: A. Structural Steel Unless Indicated Otherwise: ASTM A992, Grade 50 B. Angles and Channels: ASTM A36 C. Plates: ASTM A572, Grade 50 D. Pipes: ASTM A53, Grade B (35 ksi) E. Rectangular Tubes: ASTM A500, Grade C (50 ksi) F. Round Tubes: ASTM A500, Grade C (46 ksi) G. Anchor Bolts: ASTM F1554, grade 55 (weldable) 3. Holes for Bolted Connections and Anchor Bolts: AISC "standard" holes limited to 1/16-inch larger in diameter than nominal bolt diameter, unless noted otherwise. See Note 9, for oversized holes for anchor bolts in base plates. 4. High Strength Bolts, Nuts and Washers: AISC "Specification for Structural Joints Using High-Strength Bolts." A. Hardened Washers: ASTM F436, under nuts except where plate washers are used. Provide beveled washers where joint face slope is greater than 1:20. B. Tightening: Snug tight for all high strength bolts except tighten A325-SC and A490-SC bolts to at least the minimum proper tension according to AISC Specification. C. Provide Class A Faying Surface or better at bolted connections indicated with "SC" type bolts. D. All bolts parts of "SFRS" shall be "SC" type bolts. 5. Welding: A. Applicable Welding Standard: Applicable Code and latest adopted edition of AWS D1.1 including, but not limited to, the following: a. Section 6.4 for qualified welders. b. Section 4.2 and AISC 360-16 Specification Section M2-2 for jumbo sections for preheat and interpass temperature requirements. c. Section 5 for arc welding. d. Section 6 for inspection. B. Pre-qualified and Non Pre-qualified Welds: Welds shall be pre-qualified in compliance with Applicable Welding Standard. Where non pre- qualified welds are to be used, qualify by test and procedure qualification test record complying with Applicable Welding Standard. C. Work performed by Welders and Inspectors: Adhere to approved Welding Procedure Specification (WPS). Each welder and inspector shall retain a copy of WPS. D. Pre-construction Meeting: Conduct to include Architect (Structural Engineer), fabricator, erector, Contractor and inspectors to discuss Welding Procedure Specification (WPS). E. Welding Procedure Specification (WPS): Fabricator/erector to develop WPS in compliance with Applicable Welding Standard. Submit to Architect (Structural Engineer) for acceptance and Governing Code Authority for approval prior to fabrication. WPS submittal to include the following: a. Welding manufacturers' specifications. b. Information required by Applicable Code, Contract Documents and any other information necessary to produce welds that are in compliance with Applicable Welding Standard. c. Detailed sequence of weld sketches addressing effects of welding heat for welds at joints and within seismic frame assemblies as a whole. Plan sequence of erection and welding to minimize locked in stresses and distortion considering effects of welding heat. Procedures submitted shall result in completed connections which comply with design intent of structural drawings. No deviation from structural drawings is permitted unless otherwise accepted by Architect (Structural Engineer) and approved by Governing Code Authority. d. Welding parameters recommended by electrode manufacturer. e. List of applicable base metal types and thicknesses. f. Welding joint sketches including joint type, weld type, joint geometry, and applicable dimensions. Individual weld passes shall be identified in sketches and numbered to identify the sequence of their deposition. Sketches shall identify the maximum layer thicknesses and bead widths. In no case shall layer thickness exceed 1/4-inch, nor shall maximum bead width exceed 5/8-inch. g. Applicable welding process. h. Position of welding. i. List of filler metal per Applicable Welding Standard and electrode specification and classification. Include details showing shielding material to be used. j. Minimum preheat requirements, interpass temperatures and post weld heat treatment. Minimum specified preheat shall meet requirements of AWS D1.1, table 3.2, and AISC 360-16 Section M2-2 requirements for jumbo sections. K. LIGHT GAUGE METAL FRAMING GENERAL NOTES (CONT.) 8. Securing Studs and Braces: Plumb, align and tightly nest in both upper and lower tracks with secure attachment to both flanges of tracks. Splices in axial loaded studs and braces are not permitted. 9. Self-Drilling Screws: See General Notes. 10. Welding: ANSI/AWS D1.3 and CBC Section 2210A. Wire tying of framing components is not permitted. a. Welder Certification: Governing Code Authority. b. Electrodes: E60XX at 33 ksi members, E70XX at 50 ksi members. c. Touch-Up: Zinc-rich paint at galvanized members and regular paint at carbon sheet steel. K. LIGHT GAUGE METAL FRAMING GENERAL NOTES 1. Applicable Standards: CBC Section 2210A and "Specifications for the Design of Cold-Formed Steel Structural Members" of AISI, S100-2016 Edition including amendments and referenced standards. Minimum yield strength shall be as follows: a. 43 mils (18 gauge) and lighter (33 ksi): 1. Carbon Sheet Steel to be Painted: ASTM A1003, Grade 33. 2. Galvanized: ASTM A653, Grade A. b. 54 mils (16 gauge) and heavier (50 ksi): 1. Carbon Sheet Steel to be Painted: ASTM A1003, Grade 50. 2. Galvanized: ASTM A653, Grade D. 2. Manufacturer and Properties: Member of Steel Stud Manufacturer's Association (SSMA) complying with ICC-ESR 3064P or Cemco compything with ICC-ESR 3016. Provide punched studs as scheduled in these drawings with minimum effective section properties as indicated in referenced evaluation report. 3. Minimum Gauge Thicknesses: Indicated properties are based on the following thicknesses: 12 ga. - 0.1017 inch, 97 mils 14 ga. - 0.0713 inch, 68 mils 16 ga. - 0.0566 inch, 54 mils 18 ga. - 0.0451 inch, 43 mils 20 ga. - .0329 inch, 33 mils 4. Track Material: Provide unpunched track of dimensions to ensure proper fit of studs with minimum effective section properties as indicated in referenced evaluation report. 5. Lateral Bridging for Studs: Required when rigid wall finish does not continue full height on either or both sides of studs. Install horizontal straps or cold-rolled channels as shown and in accordance with Section D3 of AISI specification. See typical details. 6. Lateral Blocking for Joists: Joists shall be braced by full depth blocking at all points of support. Joist blocking shall also be provided at the following locations: See typical details. 7. Joist Web Punch-Out Locations: Web punch-outs shall not be located closer than twice the member depth from edge of bearing support or concentrated loads, 12" minimum. Do not provide punchouts at tracks. 1. Specified Compressive Strength of Masonry (f'm): 2000 psi typical unless noted otherwise. 2. Verifying Specified Compressive Strength of Masonry (f'm): Use masonry prism testing method unless otherwise acceptable to Architect (Structural Engineer). Full allowable stresses are used in design. Submit masonry prism data for each type and compressive strength of masonry required, with a professional engineer's signature and state of California seal, to Architect (Structural Engineer). Compliance with minimum required compressive strength shall be based on Applicable Code Section 2105.2. 3. Concrete Block: ASTM C90, medium weight, attaining a minimum compressive strength as required to meet specified compressive strength of masonry (f'm). 4. Face Brick: ASTM C216. 5. Portland Cement for Mortar and Grout: ASTM C150, type I or II. Use of masonry cement or plastic cement is not permitted. 6. Aggregates for Mortar and Grout: A. Aggregates for Mortar: ASTM C144. B. Aggregates for Grout: ASTM C404, coarse type. 7. Mortar: ASTM C270, Type S. 8. Grout: ASTM C476, coarse type, attaining a minimum compressive strength as required to meet specified compressive strength of masonry (f'm). However, in no case shall grout compressive strength be less than 2000 psi at 28 days. 9. Reinforcing Steel: Reinforcing steel section of general notes unless indicated otherwise. 10. Composite Masonry Wall Penetration Submittal: Submit for each wall indicating size and location of each wall penetration and opening as necessary by affected trades. Submit together with appropriate reinforcing steel shop drawings. Submit written statement from Special Inspector that no additional penetrations or openings were added to those shown in penetration submittal. 11. Reinforcing Steel Splices: Lap reinforcing steel at splices a minimum of 72 bar diameters, except dowels in footings at base of walls shall splice a minimum of 72 bar diameters, unless noted otherwise. Where minimum clear distance between bars at adjacent splices is 3 inches or less, increase lap length 30 percent unless splices are staggered at least 24 bar diameters. 12. Dowels for Walls, Columns, Pilasters, and Piers: Match size and spacing of vertical reinforcing steel, unless noted otherwise. Set dowels to align with cells containing reinforcing steel. 13. Minimum Reinforcing Steel Clearances: A. Minimum Clearances Between Reinforcing and Outside Face of Masonry: 2 inches except in no case shall clearance be less than 2-1/2 bar diameters. B. Minimum Clearance Between Reinforcing and Inside Face of Grout Cell: 1/2 inch or 1 bar diameter whichever is greater. C. Minimum Clearance Distances Between Parallel Reinforcing: 1 inch or nominal bar diameter, whichever is greater. Increase to 1-1/2 inches or 1-1/2 times nominal bar diameter, whichever is greater, at columns, pilasters, and piers only. 14. Placement: Set courses in running bond pattern unless indicated otherwise. Set cells in vertical alignment. Provide flush mortar joints at surfaces to receive waterproofing or damp-proofing. 15. Grouting: Grout solid all cells. Mechanically vibrate grout in cells. A. Grout Height Limits: CBC Section 2104.2.4 TMS 602, Article 3.5 D B. Horizontal Construction Joints: Hold grout 1 1/2 inches below top of masonry unit if work is stopped one hour longer. C. Grout Cover Around Reinforcing Steel, Anchor Bolts and Inserts Penetrating Masonry Shell: 1 inch minimum. 16. Horizontal Bars Terminating at Wall Ends and Opening Jambs: Extend bars to within 2 inches of end of wall and provide standard ACI 90- degree hook unless detailed otherwise. 17. Control joints shall be provided as indicated on Arch and per detail 01/S6.61. If not indicated on Arch, provide control joints at 25'-0" o/c maximum and coordinate w/ Arch. L. MASONRY ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 12" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 GENERAL NOTES S0.02 Checker MONROE ST. POOL REPLACEMENT GENERAL NOTES U P D A T E 09/30/25 25658203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 203 Q. EXISTING CONDITIONS: 1. Field verify all conditions and dimensions prior to shop drawings production and fabrication of structural elements. 2. Where existing conditions vary significantly from those shown on these drawings, the Structural Engineer shall be notified prior to continued construction related to subject conditions. 3. Shore all existing construction as required. 4. All existing (E) connections at elements to be replaced shall be replaced or re-attached to match existing conditions u.n.o. 5. Verfity location of existing (E) rebar before frabrication using non-destructive testing. 6. Verify location of existing (E) sleeve before drilling holes(s) for bolt(s). 7. See "As-Builts" drawings for existing building design for items not shown or noted. P. ROUGH CARPENTRY 1. Structural Lumber: Grade marked Douglas Fir-Larch structural lumber complying with Standard Grading Rules No. 17 (2018) of the West Coast Lumber Inspection Bureau. Provide air-dry lumber with 19 percent maximum moisture content. 4x and larger members may be provided green and air dried to 19 percent maximum moisture content 2. Classifications and Grades: 3. Plywood: U.S. Product Standard PS 1-19 and classified as Exposure 1. Each sheet of plywood shall be identified with appropriate trademark of the American Plywood Association. 4. Pressure Treat Structural Lumber Bearing on Concrete or Masonry: See Specifications. Provide hot dipped galvanized or stainless steel fasteners and hardware connectors where in contact with pressure treated structural lumber. 5. Nails: Common nails with dimensional properties complying with ASTM Fl 667. Install nails in compliance with Applicable Code Chapter 23, including Table 2304.10.2 2022 CBC (repeated below). 6. Bolts: ASTM A307 bolts with standard cut washer under bolt head and nut Provide holes for bolts 1/32 to 1/16 inch larger than nominal bolt diameter. Re-lighten bons prior to application of sheathing or finish. 7. Anchor Bolts: ASTM F1554, Grade 55, UNO. 8. Lag Screws: ANSI/ASME Standard B18.2.1 including Appendix I for lag screw dimensions. Pre-drill all holes. Hole at shank portion to match diameter of shank. Holes at threaded portion to be 40-70 percent of shank diameter and equal to length of threaded portion. Use soap and lubricants to facilitate installation. Driving with hammer is not permitted. 9. Wood Screw: ANSI/ASME Standard 818.6.1 for wood screw dimensions. Driving with hammer is not permitted. 10. Plate Washers: Provide under heads or nuts of bolts (including anchor bolts at sill plates) and lag screws per 09/S6.81 when anchoring wood. 11. Wood Hardware Connectors: Manufactured by Simpson Strong-Tie Company. Inc complying with ICC-ES Evaluation Report No's ESR-2105, ESR-2523. ESR-2549, ESR-2553. ESR-2604. ESR-2615, and ESR-3096. Install connectors using fasteners in acoordance with manufacturer's written instructions. Fill all holes to achieve maximum load capacity per manufacturer. For connectors requiring nails. use common nails unless shorter nails (sinkers) are specifically indicated. 12. Notching or Cutting Structural Lumber: Not permitted unless specifically detailed or indicated. 13. Lateral Support for Beams. Rafters and Joists: Full Depth 2 inches thick continuous solid bloddng shall be proved at 8 feet on center or midspan, whichever is less 14. Provide 4x or 3 1/2" min. thick framing members at fire sprinkler lateral andlor longitudinal bracing attachment location. Coordinate with fire sprinkler drawings for locations of pipe bracing required. Member Rafters and Joists Larger Than 2x4 2x4 Joists and Rafters 4x Beams, Headers and Stringers Beams, Headers and Stringers Larger Than 4x 4x Posts Posts Larger Than 4x Studs, Plates and Blocking in bearing or shear walls Studs, Plates and Blocking in non-bearing walls Size Classification 2" to 4" thick, 2" and wider 2" to 4" thick, 2" and wider 2" to 4" thick, 2" and wider Beams and Stringers 4" thick, 4" and wider Posts and Timbers 2" to 4" thick, 2" and wider 2" to 4" thick, 2" and wider Grade No. 1 No. 1 No. 1 No. 1 No. 1 No. 1 No. 1 No. 2 All nails are common nails unless written acceptance by Architect (Structural Engineer) is attained. 1. Joist to sill or girder, toenail 2. Bridging to joist, toe nail each end 3. 1"x6" subfloor or less to each joist, face nail 4. Wider than 1"x6" subfloor to each joist, face nail 5. 2" subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail 7. Sole plate to joist or blocking, at braced wall panels 8. Top plate to stud, end nail 9. Stud to sole plate 10. Double studs, face nail 11. Doubled top plates, typical face nail 12. Doubled top plates, lap splice 13. Blocking between joists or rafters to top plate, toe nail 14. Rim joist to top plate, toe nail 15. Top plates, laps and intersections, face nail 16. Continuous header, two pieces 17. Ceiling joist to plate, toe nail 18. Continuous header to stud, toe nail 19. Ceiling joists, laps over partitions, face nail 20. Ceiling joists to parallel rafters, face nail 21. Rafter to plate, toe nail 22. 1" brace to each stud and plate, face nail 23. 1"x8" sheathing or less to each bearing, face nail 24. Wider than 1"x8" sheathing to each bearing, face nail 25. 2" planks 26. Built-up corner studs 27. Built-up girder and beams S. NAILING SCHEDULE (PORTION OF CBC TABLE 2304.10.2) 3-8d 2-8d 2-8d 3-8d 2-16d 16d @ 6" o/c 3-16d per 16" 2-16d 4-8d, toe nail or 2-16d, end nail 16d @ 24" o/c 16d @ 16" o/c 8-16d 3-8d 8d @ 6" o/c 2-16d 16d @ 16" o/c along each edge 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 3-8d 3-8d 2-16d at each bearing 16d @ 24" o/c 20d @ 32" o/c at top and bottom and staggered 2-20d at ends and at each splice. T. STATEMENT OF SPECIAL INSPECTION Special Inspections shall be performed in accordance with Chapter 17 of the California Building Code and any local ordinance. (FILLED BOXES INDICATES REQUIRED ITEMS) Section 1705 Special Inspections 1. Steel, section 1705.2. All onsite structural steel fabrication and erection including welding, and high strength bolting is subject to special inspection per CBC Table 1705.2.3 Offsite fabrication may only be performed by an approved fabricator. 2. Concrete, section 1705.3. All Structural Concrete is subject to special inspection per Table 1705.3 and local ordinance. 3. Masonry section 1705.4. Structural masonry elements, except for masonry fireplaces, are subject to special inspection. 4. High Load Diaphragms, section 1705.5. The following describes high load diaphragms (diaphragms designed in accordance to Table 2306.2) subject special inspection requirements as described in section 1705.5.1, (plan sheet or detail reference is acceptable). 5. Soil, section 1705.6. Footing excavations are subject to verification that proper depth and bearing material have been reached prior to placement of concrete per Table 1705.6 (Note: work performed under a grading permit is subject to separate special inspection requirements.) 6. Pile Foundation, section 1705.7. Piles are subject to special inspection per Table 1705.7. 7. Pier Foundation, section 1705.8. Piers are subject to special inspection per Table 1705.8. 8. Sprayed Fire-Resistant Material. Sprayed Fire-Resistant applied to structural elements and decks are subject to special inspection per section 1705.15 9. Mastic and Intumescent Fire-resistant Coatings. Mastic and Intumescent Fire-resistant Coatings applied to structural elements and decks are subject to special inspection per section 1705.16. 10. Exterior Insulation and Finish Systems (EIFS). Exterior Insulation and Finish Systems (EIFS) are subject to special inspection per section 1705.17. 11. Other, section 1705.1.1. The following describes additional systems or elements subject to special inspection as required by the Chief building Official, Engineer of Record, manufacturer's instructions or Evaluation Report: All those required by referenced Evaluation Reports, including Epoxy anchors per ICC ER-2322 and expansion anchors per ICC ER-1917. 12. Smoke Control, section 1705.19. Section 1705.13 Special Inspections for Seismic Resistance The following are applicable to specified seismic force-resisting systems, designated seismic systems, and architectural, mechanical, and electrical components. Seismic-Force Resisting Systems. The following describes the seismic-force resisting system(s) subject to special inspection per applicable section 1705.13 as indicated below: 13. Structural Steel, section 1705.13.1 Continuous inspection is required for structural steel welding in accordance with AISC 341. 14. Structural Wood Systems, section 1705.13.2 The following describes the nailing, bolting, anchoring and other fastening components subject to periodic special inspection 15. Cold-Formed Steel framing, section1705.13.3 The following describes the welding, screw attachment, bolting, anchoring and other fastening components such as struts, braces and hold-downs subject to periodic inspection. 16. Storage racks and access floors, section 1705.13.7 Periodic special inspection is required during the anchorage of storage racks 8 feet or greater in height. 17. Architectural components, section 1705.13.5.Periodic special inspection is required during the erection and fastening of suspended ceiling system, exterior cladding, interior and exterior nonbearing walls, and interior and exterior veneer. 18. Mechanical and Electrical Components, section 1705.13.6. Periodic special inspection is required during the installation and anchorage of: A. Electrical equipment for emergency or standby power system, B. Other electrical equipment, C. The following piping system(s) and associated mechanical units intended to carry flammable, combustible or highly toxic contents: D. The following HVAC ducts intended to carry hazardous materials: E. The following vibration isolation system: 19. Designated Seismic System Verifications, section 1705.13. The special inspector shall verify the certificated of compliance per section 1705.13.4, and that labeling, anchorage and mounting conforms to the certificate for the following mechanical and electrical equipment: 20. Seismic Isolation System, section 1705.14.4 Periodic special inspection is required during the fabrication and installation for isolator units and energy dissipation devices. Section 1705.14 Structural Testing for Seismic Resistance Note: Documentation referred to below shall be referenced and made part of the special inspector's daily and final report. 21. Masonry, section 1705.4 and TMS 402/602-16 A. The special inspector shall verify certificates of compliance prior to construction. B. The special inspector shall verify tests and submittal per TMS 602 Tables 3 and 4 (Level 2 QA) C. The special inspector shall verify tests and submittal per TMS 602 Tables 3 and 4 (Level 3 QA) 22.Reinforcing and Prestressing Steel, section 1705.3 A. The special inspector shall verify certified mill test reports for each delivery of reinforcing steel for steel used to resist flexural, shear and axial forces in intermediate or special moment frames, and boundary elements of special reinforced concrete or masonry shear wall. B. ASTM A 615 reinforcing steel grade 40 or 60 used to resist flexural or axial forces in special moment frames and boundary elements in shear walls. The special inspector shall verify testing demonstrates requirements of ACI 318-19 section 20.2.2.5 are met a. actual yield strength shall not exceed fy by more than 18,000 psi b. the ratio of actual tensile strength to actual yield strength is not less than 1.25. (i) Actual yield strength based on mill tests does not exceed/j. by more than 18,000 psi (ii) Ratio of the actual tensile strength to the actual yield strength is at least 1.25 (iii) Minimum fracture elongation in 8 in. shall be at least 14 percent for bar sizes No. 3 through No. 6, at least 12 percent for bar sizes No. 7 through No. 11, and at least 10 percent for bar sizes No. 14 and No. 18. (iv) Minimum uniform elongation shall be at least 9 percent for bar sizes No. 3 through No. 10, and at least 6 percent for bar sizes No. 11, No. 14, and No. 18. C. ASTM A 615 reinforcing steel specified to be welded. The special inspector shall verify chemical testing report demonstrates weldability per ACI 318-19 section 26.6.4 and ANSI/AWS D1.4. Above documentation shall be referenced and made part of the special inspector's daily and final report. 23.Structural Steel, section 1705.14.1.The following describes required testing of welds, base metal, weld tab removal sites, and thermally cut surfaces of beam copes or access holes per CBC section 1705.13 and AISC 341. MT = Magnetic Particle Testing per AWS D1.8, UT = Ultrasonic Testing AWS D1.8. Testing procedures and acceptance criteria shall conform to AISC 341 and AWS D1.8. Testing shall be performed at a construction materials testing laboratory certified by the Authority Having Jurisdiction. A. K-area welding- web area shall be MT'd for cracks in the k-area base metal within 3 inches minimum of the weld. B. Complete joint penetration groove welds - All shall be UT'd for materials 5/16 inches or thicker. C. Complete joint penetration groove welds - 25% of all beam to column connections shall be MT'd. D. Base metal for lamellar tearing - UT testing for discontinuities behind and adjacent to weld fusion line for all complete joint penetration groove welded connections for tension loading in the through thickness direction of base metal greater than 1 1/2 inch thickness to connected piece greater than 3/4 inch. E. Flange and web thicknesses exceeding 1 1/2 inches. F. Ends of welds from which a weld tab has been removed shall be MT'd. (Note: n/a for continuity plate weld tabs) G. MT percentage reduction protocol is as follows (note- may not exceed that allowed by AISC 341): H. High-strength bolting per AISC 341-16 J7. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 12" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 GENERAL NOTES S0.03 Checker MONROE ST. POOL REPLACEMENT GENERAL NOTES 09/30/25 25659203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 203 A CAISSON DETAIL SECTION A-A (3) TIES WITHIN 5" OF CAISSON TOP STD 90° HOOKS STEEL POST PER LANDSCAPE/ARCH TOP OF LOWEST EXT OR BUILDING CONC SLAB ON GRADE OR FINISH GRADE ELEVATION CONC CAISSON PER SCHEDULE STL POST PER PLAN W/ 3/4"Øx4" LONG WELDED HEADED ANCHORS EA SIDE @ 12" O/C (1st SET OF ANCHORS 3" FROM BOTTOM OF HSS) - WHERE OCCURS PER SCHEDULE TERMINATE TIE @ SEPARATE VERT BARS W/ 135° HOOK, TYP WHERE ADJ TO SOIL 3" MIN CONC COVER SEE SCHED A 3" CLR. 1 1 / 2 " 3" 3" CLR. 3" C L R . PER SCHEDULE CAISSON DIA CA I S S O N D E P T H S C H E D U L E 1 ' - 0 " C A I S S O N S C H E D U L E DIA DESCRIPTION CAISSON DEPTH VERTICAL BARS "Bv" TIES DESIGNATION REFERENCE 1A 1B 18"4'-6"STEEL FENCE 1D (6) #5 #3 @ 6" 1C 1E 1F 1G 1H HEADED STUDS REQ POST MAX HEIGHT "H" PEDESTRIAN GATE VEHICULAR GATE TRASH ENCLOSURE GATE --- --- --- --- SEE SEC A-A 8'-0"04/L5.08 REINFORCEMENT PER SCHEDULE 6" MIN LAP STL POST PER LANDSCAPE/ARCH "H " T O T O P OF P O S T 18" 5'-0"(6) #5 #3 @ 6" SEE SEC A-A 9'-0"08/L5.08 & 02/L5.10 18" 5'-0"(6) #5 #3 @ 6" SEE SEC A-A 8'-0"04/L4.04 18" 4'-6"(6) #5 #3 @ 6" SEE SEC A-A 6'-0"---- NOTE: SEE LIGHT POLE MFR FOR LIGHT POLE, BASE PLATE, & ANCHORAGE INFO 3/4" CHAMFER UNLESS INDICATED OTHERWISE ON ARCH (3) #4 TIES WITHIN TOP 5" OF FTG - 1st TIE 1 1/2" FROM TOP OF CONC PREPARE COMPACTED FILL OR UNDISTURBED SOIL (6)#5 VERT BARS W/ #4 TIES @ 9" OC FINISH GRADE OR PAVING SURFACE NOTE: 1. CONCRETE F'c = 3500 AT 28 DAYS PVC CONDUIT FIXTURE PER ELEC DWG HEIGHT CAISSON DEPTH 20'-0" MAX 5'-6" DIA 24" TOP OF CAISSON WHERE OCCURS PER LANDSCAPE HE I G H T C A I S S O N D E P T H 5" 4" C L R TYP 3" CLR DIA PER SCHED CAISSON NOTE: CAST CAISSON FTG INTEGRAL WITH CONT FTG EXT GRADE OR PAVING PER ARCH / CIVIL CAISSON FTG CONT FTG PER SCHED 06/- WHERE CONT FTG LONGITUDINAL BARS ARE OBSTRUCTED, DRAPE BARS TO PASS OR ADD BAR OF SAME SIZE FOR EA INTERRUPTED BAR AS SHOWN CONT FTG TRANSVERSE BAR OR TIE A PLAN VIEW A-A SECTION A CL A S S " B " SP L I C E CL A S S " B " SP L I C E 2" T Y P REINF PER SCHED CMU WALL THICKNESS HEIGHT "H"WIDTH "W"CMU WALL THICKNESS VERTICAL REINF S C H E D U L E #4 @ 16" ALT FACE #5 @ 16" AT ALT FACE #5 @ 16" EA FACE #6 @ 16" EA FACE #6 @ 16" EA FACE 6'-0" 3'-0" 8'-0" 4'-0" 5'-0"10'-0" 13'-0" 15'-0" 7'-6" 6'-6" 8" 8" 8" 8" 10" #5x 30" @ 16" OC WHERE CONC SLAB OCCURS DOWELS TO MATCH VERT REINF W/ STD 90° HOOKS AT BOTTOM OF FTG VERT REINF PER SCHEDULE CONC BLOCK GROUTED SOLID PER SCHEDULE 12" #4 HORIZ @ 16" OC - PLACE AT ℄ OF WALL EQ. ADD BAR AT SLAB DOWELS EXT PAVING BY OTHERS 2x4 CONT KEY - FILL W/ MASONRY GROUT OR MORTAR FTG REINF #6 @ 12" OC EA WAY 2' - 0 " HE I G H T " H " 2" W 72 d b MI N 1' - 0 " TYP 3" CLR CMU WALL THICKNESS EXTERIOR FINISH PER LANDSCAPE CL R3" 18 " MIN PER LANDSCAPE MIN. 1'-6" (E) WALL AND FOOTING AS OCCURS (V.I.F.) - CONTRACTOR SHALL NOTIFY SHALL ARCHITECT IF (E) CONDITION DIFFERS. #5 @ 6" O/C W/ 90° HOOKED ENDS (4) #5 LONGITUDINAL BARS 3'-0" LONG AT 4"x4" POST 4'-0" LONG AT 6"x6" POST 1" MIN. - 2" MAX. NON-SHRINK GROUT 4" MIN. CONC. COVER, TYP. B BA A EXTERIOR GRADE OR SLAB PER CIVIL/LANDSCAPE BUILDING WALL WHERE OCCURS A A POST PER LANDSCAPE 4" MAX. PER LANDSCAPE 4" MIN. CONC. COVER, TYP. FENCE AND GATE ADJACENT TO (E) BUILDING___FENCE AND GATE ADJACENT TO NEW BUILDING OR NEW WALL___ MIN. 4" 3" MIN. WHERE ADJACENT WALL DOES NOT OCCUR, PROVIDE BASE PLATE PER PLAN VIEW B-B AB MIN . 6 " WALL and FOOTING ARE CONT. WERE OCCURS MIN . 12 " PAPER JOINT. POST PER LANDSCAPE EQ . E Q . PLAN VIEW A-A AT 4"x4" POST 5/16 PLAN VIEW A-A AT 6"x6" POST BASE PL. 5/8x10x0'-10" W/ (4) 1/2"Ø THREADED RODS SET IN DRILL and EPOXY ANCHORS PER GEN'L NOTES - 8" MIN. EMBED. BASE PL. 5/8x12x1'-0" W/ (4) 1/2"Ø THREADED RODS SET IN DRILL and EPOXY ANCHORS PER GEN'L NOTES - 8" MIN. EMBED. EQ . E Q . 5/16 TYP. 1 1/2" WALL PARALLEL TO FENCE/GATE WHERE OCCURS, EXTEND FOOTING 30" MIN. PAST END OF WALL FOR POST CONN. FOOTING PER PLAN EQ . E Q . PLAN VIEW B-B AT 4"x4" POST 5/16 PLAN VIEW B-B AT 6"x6" POST BASE PL. 5/8x10x0'-10" W/ (4) 1/2"Ø THREADED RODS SET IN DRILL and EPOXY ANCHORS PER GEN'L NOTES - 8" MIN. EMBED. BASE PL. 5/8x12x1'-0" W/ (4) 1/2"Ø THREADED RODS SET IN DRILL and EPOXY ANCHORS PER GEN'L NOTES - 8" MIN. EMBED. EQ . E Q . 5/16 TYP. 1 1/2" EQ. EQ.EQ. EQ. (CENTERED CONDITION)(CENTERED CONDITION) PROVIDE PAPER JOINT. MIN . 1 0 " 24 " M A X . VE R I F Y W / M E C H ' L / E L E C T . 4" M I N . #5@9" EA. WAY TOP & BOTT. W/ STD. BEND EA. END TYP., U.N.O. ON GRADE EXT. SLAB ON GRADE OR FINISH GRADE PER CIVIL/LANDSCAPE NOTES: SEE MECHANICAL and ELECTRICAL DRAWINGS FOR THE FOLLOWING: 1. LOCATION and DIMENSIONS OF BASES. 2. LOCATION, NUMBER, SIZE and TYPE OF BOLTS. 3. EMBEDMENT DEPTH OF EXPANSION ANCHORS WHERE OCCURS. 3" C L R . 2" C L R . TYP. 3" CLR. VERIFY W/ MECH and ELEC. TYP. 12" MIN. TYP. 6" MIN. ANCHOR PER MECH AND ELEC DRAWING ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SITE DETAILS S1.11 Checker MONROE ST. POOL REPLACEMENT SITE DETAILS N.T.S.01TYP CAISSON SCHED. and DETAIL N.T.S.04TYP SITE LIGHT POLE DETAIL N.T.S.03TYPICAL CMU WALL ADJACENT TO LIGHT POLE FOOTING N.T.S.02TYP MASONRY FREE STANDING WALL N.T.S.05TYP. FENCE POST NEXT TO (E) BLDG OR CMU WALL 06TYPICAL CONCRETE BASE FOR EQUIPMENT 09/30/25 8'-0" 25660203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 203 EXT GRADE OR PAVING PER ARCH / CIVIL CONT FTG PER SCHED REINF PER SCHED CMU WALL THICKNESS GATE POST WHERE OCCURS NOTE: ADJACENT SCOREBOARD FOOTING SHALL HAVE NO INFLUENCE OR SURCHARGE ON FREESTANDING WALL FOOTING. 02 S1.11 1'- 6 " 3'-0" ADJACENT SCOREBOARD FOOTING PER OTHERS 12 " M I N TOP OF LOWEST EXT OR BUILDING CONC SLAB ON GRADE OR FINISH GRADE ELEVATION 1" 6" TYP 9" SOLAR PANEL & ATTACHMENT PER MEP/MANUFACTURER CE N E N T I T I O U S G R O U T 1" M I N . N O N - S H R I N K ROUND CONCRETE PEDESTAL PER PLAN 1/2"Ø F1554 GR36 ANCHOR AT EACH PEDESTAL 2" 6" A SECTION A-A A CHANNEL BEAM PER PLAN 6" M A X CHANNEL BEAM PER PLAN PLAN VIEW CASSION AND REINF'G PER 01/-CASSION PER 01/- LANDSCAPE AND ARCHITEC. PER SECTION POST PER PLAN CASSION AND REINF'G PER 01/- CASSION PER 01/- FINISH GRADE OR EXTERIOR PAVING AA ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SITE DETAILS S1.12 Checker MONROE ST. POOL REPLACEMENT SITE DETAILS N.T.S.02FREESTANDING CMU WALL ADJACENT TO SCOREBOARD FOOTING N.T.S.7SOLAR PANEL DETAIL N.T.S.01TYP. COMBINED CAISSON FOOTING 09/30/25 25661203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 203 C6X10.5 C6X10.5 1'-0"Øx2'-0" DEEP PEDESTAL, TYP C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 C6X10.5 7 S1.12 SOLAR PANEL CONN DETAIL TYP EQ. 21'-0" MAX EQ. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SITE PLAN S1.21 Checker MONROE ST. POOL REPLACEMENT SITE PLAN 1/8" = 1'-0"1SOLAR PANEL FOUNDATION PLAN N PROJECT NORTH N TRUE NORTH 09/30/25 25662203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 11 S6.61 11 S6.61 8 S6.03 1 A 2 BC 3 4 D 11'-0" 28'-8" 12'-8" 33 ' - 4 " 1 7 ' - 4 " 4 5 ' - 4 " 96 ' - 0 " 52'-4" S2.01A 13 SEISMIC GAP 1 1 / 2 " 1 S3.02 3 S3.02 2 S3.02 4 S3.02 5 S3.02 CF1 CF 1 CF 1HSS4X4X3/8TYP4"9'-10" 1'- 1 0 " 15 ' - 5 3 / 4 " 1 5 ' - 5 3 / 4 " 1 5 ' - 5 3 / 4 " 1 3 ' - 5 3 / 4 " TYP TYP 6" GB1 GB1 GB1 GB1 GB1 2 S3.21 1 S3.21 (E) HSS3 1/2 SQ, TYP (E) HSS3 1/2 SQ, TYP(N) 4x6(N) 4x6(E)DBL 2X4 STUDS (E) 1'-4"WX1'-0" CONT FOOTING TYP (E) 4'-3"SQX1'-0" DEEP FOOTING (VIF) (E) 4'-3"SQX1'-0" DEEP FOOTING (VIF) (E) 1'-4"WX1'-0" CONT FOOTING (VIF) (E) 2'-0"SQX1'-0" DEEP FTG (E) 2'-0"SQX1'-0" DEEP FTG 4 S6.82 TYP 10 S3.21 (N) SLAB-ON-GRADE PER FOUNDATION PLAN NOTE 3 03 S6.04 (N) SLAB-ON-GRADE PER FOUNDATION PLAN NOTE 3 1'- 0 " 6" PLAN NOTES 1. FOR GENERAL NOTES SEE S0 SERIES SHEETS. FOR TYPICAL DETAILS SEE S6 SERIES SHEETS. 2. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, and PLUMBING DRAWINGS FOR TOP OF CONCRETE SLAB ON GRADE ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, DRAINS, TRENCHES, PADS, and CURBS; SLAB EDGE LOCATIONS; WALL OVERALL DIMENSIONS; and LOCATIONS OF OPENINGS NOT INDICATED ON STRUCTURAL DRAWINGS. 3. BUILDING SLAB-ON-GRADE: 5" THICK W/ #4 @ 12 O/C EACH WAY at CENTER OF SLAB OVER 15 MIL VISQUEEN (LAP 6" AT JOINTS and TAPE SEAL - OMIT VISQUEEN AT EXTERIOR AREAS) OVER PROPERLY COMPACTED FILL AS DESCRIBED IN GEOTECHNICAL REPORT. PROVIDE CONSTRUCTION JOINTS OR WEAKENED PLANE JOINTS IN SLAB-ON-GRADE EACH DIRECTION PER DETAIL 06/S6.01 - AT AREAS TO RECEIVE TILE, COORDINATE LOCATION OF JOINTS IN SLAB TO ALIGN WITH TILE EXPANSION JOINTS PER ARCH. 4. CENTER COLUMNS ON NUMBERED GRID LINES UNLESS NOTED OTHERWISE. CENTER SPREAD FOOTINGS and CONTINUOUS FOOTINGS ON COLUMNS UNLESS NOTED OTHERWISE. 5. IN NO CASE SHALL PIPES, CONDUITS, OR SLEEVES BE EMBEDDED IN SPREAD OR CONTINUOUSFOOTINGS OR WITHIN TOP OR BOTTOM THIRD OF GRADE BEAMS UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. PIPES, CONDUITS OR SLEEVES MAY ONLY BE EMBEDDED WITHIN THE MIDDLE THIRD OF GRADE BEAMS WHERE NOTED ON STRUCTURAL PLANS AND DETAILED IN THE STRUCTURAL DRAWINGS. 6. WHERE CONTINUOUS FOOTINGS and SPREAD FOOTINGS INTERSECT, EXCAVATE TO BOTTOM OF DEEPER FOOTING and CONTINUE ALL BARS THRU INTERSECTION. PLACE BARS AT CONTINUOUS FOOTING CORNERS and INTERSECTIONS PER 05/S6.01. WHERE CONTINUOUS FOOTINGS TERMINATE AT SIDES OF GRADE BEAMS OR SPREAD FOOTINGS, EXTEND LONGITUDINAL BARS TO FAR SIDE OF GRADE BEAM OR SPREAD FOOTING and TERMINATE W/ STANDARD 90° HOOK. 7. LOCATE TOP OF SPREAD FOOTINGS, GRADE BEAMS and CONTINUOUS FOOTINGS -2'-0" BELOW LOWEST ADJACENT SLAB OR GRADE ELEVATION UNLESS NOTED OTHERWISE. 8. GEOTECHNICAL OBSERVATION / COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FOOTING INSPECTION. 9. COORDINATE EXTENT OF CONCRETE PADS SUPPORTING EQUIPMENT WITH MANUFACTURER AND WITH EDGE DISTANCE REQUIREMENTS PER EQUIPMENT ANCHORAGE DETAILS IN S6.9X SERIES. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY SHORING OF ADJACENT EXISTING FOOTING. 11. SEE CIVIL DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES. PROTECT OR RELOCATE EXISTING UTILITIES AS REQUIRED DURING FOOTING EXCAVATION OR CONSTRUCTION. DO NOT SURCHARGE EXISTING UTILITIES, SEE 01/S6.01 FOR ADDITIONAL CLARIFICATION. 1 CD 2 S3.02 4 S3.02 5 S3.02 CF1 CF 1 CF1 CF 1 11 S6.61TYP TYP (N) SLAB-ON-GRADE PER FOUNDATION PLAN NOTE 3 LEGENDHSSXxXXINDICATES COLUMN ABOVE GB - SEE 04/S6.05 UNO FX XX.XX' CFX INDICATES CHANGE IN ELEVATION AT SLAB ON GRADE - SEE DETAIL 12/S6.02 UNLESS DETAILED OTHERWISE INDICATES CONCRETE CURB OR HOUSEKEEPING PAD - CONSTRUCT PER 06D/S6.01 UNO OR +X'-X" S - - - - - - - S INDICATES CONT. FOOTING - SEE SCHEDULE ON S2.01 INDICATES SPREAD FOOTING MARK - SEE SCHEDULE THIS SHEET and 13/S6.01 INDICATES TOP OF SPREAD FOOTING ELEVATION - IF NO ELEVATION INDICATED, LOCATE TOP OF SPREAD FOOTING PER NOTE 7 INDICATES ELEVATION OF TOP OF STRUCTURAL CONCRETE SLAB (TOC) - SEE ARCHITECTURAL FOR TOC IF NO ELEVATION INDICATED INDICATES TOP OF FOOTING ELEVATION DENOTES LIGHT GAUGE METAL STUD FRAMING - SEE SCHEDULE ON 01/S6.71A AND 01/S6.71B INDICATES STEP IN CONTINUOUS FOOTING OR GRADE BEAM - SEE 06/S6.01 TOF DENOTES 8" THICK CONCRETE BLOCK SHEAR WALL SOLID GROUTED - FOR REINFORCING and OTHER INFORMATION SEE CMU WALL ELEVATIONS and S6.61 DENOTES EXISTING CMU WALLS GB INDICATES GRADE BEAM - SEE SCHEDULE ON 01/S6.04 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FOUNDATION PLAN - BLDG A S2.01A Checker MONROE ST. POOL REPLACEMENT FOUNDATION PLAN - BLDG A KEYPLAN A B 1/8" = 1'-0"07FOUNDATION PLAN - BLDG A 1/4" = 1'-0"13ENLARGED FOUNDATION PLAN - BLDG A C O N T I N U O U S F O O T I N G S C H E D U L E Mark FOOTING SIZE (WIDTH x DEPTH) REINFORCING CONTINUOUS LONGITUDINAL BARS TRANSVERSE BARS CF1 48"x18" (3) #6 TOP & BOTTOM #6 @ 12"O/C TOP & BOTTOM N PROJECT NORTH N TRUE NORTH N PROJECT NORTH N TRUE NORTH 09/30/25 25663 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 203 PLAN NOTES 1. FOR GENERAL NOTES SEE S0 SERIES SHEETS. FOR TYPICAL DETAILS SEE S6 SERIES SHEETS. 2. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, and PLUMBING DRAWINGS FOR TOP OF CONCRETE SLAB ON GRADE ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, DRAINS, TRENCHES, PADS, and CURBS; SLAB EDGE LOCATIONS; WALL OVERALL DIMENSIONS; and LOCATIONS OF OPENINGS NOT INDICATED ON STRUCTURAL DRAWINGS. 3. BUILDING SLAB-ON-GRADE: 5" THICK W/ #4 @ 12 O/C EACH WAY at CENTER OF SLAB OVER 15 MIL VISQUEEN (LAP 6" AT JOINTS and TAPE SEAL - OMIT VISQUEEN AT EXTERIOR AREAS) OVER PROPERLY COMPACTED FILL AS DESCRIBED IN GEOTECHNICAL REPORT. PROVIDE CONSTRUCTION JOINTS OR WEAKENED PLANE JOINTS IN SLAB-ON-GRADE EACH DIRECTION PER DETAIL 06/S6.01 - AT AREAS TO RECEIVE TILE, COORDINATE LOCATION OF JOINTS IN SLAB TO ALIGN WITH TILE EXPANSION JOINTS PER ARCH. 4. CENTER COLUMNS ON NUMBERED GRID LINES UNLESS NOTED OTHERWISE. CENTER SPREAD FOOTINGS and CONTINUOUS FOOTINGS ON COLUMNS UNLESS NOTED OTHERWISE. 5. IN NO CASE SHALL PIPES, CONDUITS, OR SLEEVES BE EMBEDDED IN SPREAD OR CONTINUOUSFOOTINGS OR WITHIN TOP OR BOTTOM THIRD OF GRADE BEAMS UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. PIPES, CONDUITS OR SLEEVES MAY ONLY BE EMBEDDED WITHIN THE MIDDLE THIRD OF GRADE BEAMS WHERE NOTED ON STRUCTURAL PLANS AND DETAILED IN THE STRUCTURAL DRAWINGS. 6. WHERE CONTINUOUS FOOTINGS and SPREAD FOOTINGS INTERSECT, EXCAVATE TO BOTTOM OF DEEPER FOOTING and CONTINUE ALL BARS THRU INTERSECTION. PLACE BARS AT CONTINUOUS FOOTING CORNERS and INTERSECTIONS PER 05/S6.01. WHERE CONTINUOUS FOOTINGS TERMINATE AT SIDES OF GRADE BEAMS OR SPREAD FOOTINGS, EXTEND LONGITUDINAL BARS TO FAR SIDE OF GRADE BEAM OR SPREAD FOOTING and TERMINATE W/ STANDARD 90° HOOK. 7. LOCATE TOP OF SPREAD FOOTINGS, GRADE BEAMS and CONTINUOUS FOOTINGS -2'-0" BELOW LOWEST ADJACENT SLAB OR GRADE ELEVATION UNLESS NOTED OTHERWISE. 8. GEOTECHNICAL OBSERVATION / COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FOOTING INSPECTION. 9. COORDINATE EXTENT OF CONCRETE PADS SUPPORTING EQUIPMENT WITH MANUFACTURER AND WITH EDGE DISTANCE REQUIREMENTS PER EQUIPMENT ANCHORAGE DETAILS IN S6.9X SERIES. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY SHORING OF ADJACENT EXISTING FOOTING. 11. SEE CIVIL DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES. PROTECT OR RELOCATE EXISTING UTILITIES AS REQUIRED DURING FOOTING EXCAVATION OR CONSTRUCTION. DO NOT SURCHARGE EXISTING UTILITIES, SEE 01/S6.01 FOR ADDITIONAL CLARIFICATION. 5 6 7 F E 2 S3.01 1 S3.01 4 S3.01 3 S3.01 10 S6.61 10 S6.61 11 S6.61 12 S6.61 TYP. 11 S6.61 12 S6.61 TYP. S - - - - S PUMP PIT SLAB-ON-GRADE PER FOUNDATION PLAN NOTE 3 SLAB-ON-GRADE PER FOUNDATION PLAN NOTE 3 CF1 CF 1 CF1 CF1 CF 1 CF 1 34'-0" 26 ' - 3 1 3 / 1 6 " 3 5 ' - 8 3 / 1 6 " 62 ' - 0 " 5 S3.01 S - - - - S S - - - - S S - - - - S S - - - - S S - - - - S S - - - - S S - - - - S CF 1 CF1 CF 1 CF1 CF 1 TOF = -2'-0" TOF = -7'-0" TOF = -7'-0" S - - - - S TOF = -2'-0" 8 S6.63 TYP AT NON- BEARING CMU WALLS S - - - - S TOF = -4'-0" PUMP ROOM PITS, EQT. PAD REFER TO POOL DESIGN DRAWINGS, TYP 04 S6.03 SLAB-ON-GRADE TOF = -4'-0" 5'- 0 " 8'- 0 " 6'- 0 " LEGENDHSSXxXXINDICATES COLUMN ABOVE GB - SEE 04/S6.05 UNO FX XX.XX' CFX INDICATES CHANGE IN ELEVATION AT SLAB ON GRADE - SEE DETAIL 12/S6.02 UNLESS DETAILED OTHERWISE INDICATES CONCRETE CURB OR HOUSEKEEPING PAD - CONSTRUCT PER 06D/S6.01 UNO OR +X'-X" S - - - - - - - S INDICATES CONT. FOOTING - SEE SCHEDULE ON S2.01 INDICATES SPREAD FOOTING MARK - SEE SCHEDULE THIS SHEET and 13/S6.01 INDICATES TOP OF SPREAD FOOTING ELEVATION - IF NO ELEVATION INDICATED, LOCATE TOP OF SPREAD FOOTING PER NOTE 7 INDICATES ELEVATION OF TOP OF STRUCTURAL CONCRETE SLAB (TOC) - SEE ARCHITECTURAL FOR TOC IF NO ELEVATION INDICATED INDICATES TOP OF FOOTING ELEVATION DENOTES LIGHT GAUGE METAL STUD FRAMING - SEE SCHEDULE ON 01/S6.71A AND 01/S6.71B INDICATES STEP IN CONTINUOUS FOOTING OR GRADE BEAM - SEE 06/S6.01 TOF DENOTES 8" THICK CONCRETE BLOCK SHEAR WALL SOLID GROUTED - FOR REINFORCING and OTHER INFORMATION SEE CMU WALL ELEVATIONS and S6.61 DENOTES EXISTING CMU WALLS GB INDICATES GRADE BEAM - SEE SCHEDULE ON 01/S6.04 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 FOUNDATION PLAN - BLDG B S2.01B Checker MONROE ST. POOL REPLACEMENT FOUNDATION PLAN - BLDG B KEYPLAN A B 1/4" = 1'-0"101 - FLOOR - ENLARGED - BLDG B C O N T I N U O U S F O O T I N G S C H E D U L E Mark FOOTING SIZE (WIDTH x DEPTH) REINFORCING CONTINUOUS LONGITUDINAL BARS TRANSVERSE BARS CF1 48"x18" (3) #6 TOP & BOTTOM #6 @ 12"O/C TOP & BOTTOM N PROJECT NORTH N TRUE NORTH 09/30/25 25664203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 1 A 2 BC 3 4 D S2.09A 13 HSS8X4X1/4 HSS12X4X3/8 HSS12X4X3/8 HSS12X4X3/8 HSS12X4X3/8 HS S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 HS S 8 X 4 X 1 / 4 HS S 8 X 4 X 1 / 4 HS S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 HSS12X4X3/8 RD1 4B S6.12TYP O P E N 2 S3.21 1 S3.21 (E) 2X10 @ 24" O/C(E) 2X10 @ 24" O/C (E ) 4 x 1 2 (E ) 4 x 1 2 (E ) 4 x 1 2 (N ) 4 x 1 4 (E ) 6 x 1 0 (E ) 4 x 1 2 (E ) 4 x 1 2 (E ) 4 x 1 2 (N ) 4 x 1 4 (E) 2X10 @ 24" O/C(E) 2X10 @ 24" O/C (E) 2X10 @ 24" O/C(E) 2X10 @ 24" O/C (E) 2X8 @ 16" O/C (E ) 6 x 1 4 (E ) 6 x 1 4 (E ) 4 x 1 0 8 S6.81 8 S6.81 1 S6.81 BM TO POST CONN 3 S6.81 (E) BM TO (N) BM/POST CONN 6 S6.81 NEW ROOF OPENINGS SEE PLAN NOTE 14 10 S3.21 FRAMING AROUND OPENING PER PLAN NOTE 5, TYP 5 S6.63 EF 5A 75# EF 6 60# SF 4 70# EF 5B 50# SF 3 125# EF 4 45# EF 1B 50# EF 1A 75# SF 1 105# (N) HSS TO (E) CMU CONN PER HSS 4x4x1/4 6 S6.63 TYP HSS 4X4X1/4 @ 4'-0" O/C 4A S6.12 TYP 1. 1.FOR GENERAL NOTES SEE S0 SERIES SHEETS. FOR TYPICAL DETAILS SEE S6 SERIES SHEETS. 2. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, and PLUMBING DRAWINGS FOR TOP OF STRUCTURAL CONCRETE SLAB OR METAL DECK ELEVATIONS, DEPRESSIONS, SLOPES, CURBS, DRAINS, PADS, DECK EDGE LOCATIONS; WALL OVERALL DIMENSIONS; and LOCATIONS OF OPENINGS IN WALLS and SLABS NOT INDICATED ON STRUCTURAL DRAWINGS. 3. CENTER COLUMNS AT GRID INTERSECTIONS UNLESS NOTED OTHERWISE. 4. BEAMS ARE SPACED EQUALLY BETWEEN COLUMNS AND GIRDERS UNLESS NOTED OTHERWISE. 5. FOR OPENINGS IN FLOOR UP TO 2'-0" SQUARE SEE 5/S6.13 and FOR OPENINGS UP TO 4'-0" MAXIMUM (PERPENDICULAR TO DECK SPAN) SEE 3/S6.13. AT EXHAUST FANS, ROOF ACCESS HATCHES, AND OTHER SIMILAR ROOFTOP EQUIPMENT PROVIDE DETAILING PER 3/S6.91 REGARDLESS OF OPENING SIZE UNO. 6. ADD ANGLES AT COLUMNS FOR SUPPORT OF METAL DECKING PER 15/S6.12. 7. SET BACK STEEL BEAMS ADJACENT TO INTERIOR OPENINGS OR EXTERIOR EDGES 10 INCHES (CENTERLINE OF BEAM TO DECK EDGE) UNLESS NOTED OTHERWISE - SEE DETAIL 01/S6.13 OR 03/S6.13 FOR TYPICAL DECK EDGE. 8. NO PENETRATION IN STRUCTURAL STEEL IS PERMITTED UNLESS SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS. 9. SEE S6.9X SERIES FOR EQUIPMENT ANCHORAGE UNLESS NOTED OTHERWISE. WHERE EQUIPMENT IS ANCHORED DIRECTLY TO BEAM, LOCATE BEAMS CENTERED UNDER EQUIPMENT CURB. WHERE EQUIPMENT IS ANCHORED ON A CONCRETE PAD, LOCATE BEAM CENTERLINE 6" INWARD FROM EDGE OF PAD. WHERE EQUIPMENT IS ANCHORED TO A BUILT-UP CONCRETE PAD, CENTER BEAM ON CONCRETE WALL OF BUILT-UP CONCRETE PAD. COORDINATE EXTENT OF CONCRETE PADS SUPPORTING EQUIPMENT WITH MANUFACTURER AND WITH EDGE DISTANCE REQUIREMENTS PER EQUIPMENT ANCHORAGE DETAILS. 10. COORDINATE DETAILING AND SECONDARY MEMBERS FOR DEFERRED SUBMITTAL ITEMS PER GENERAL NOTE SECTION B. 11. PROVIDE CONNECTIONS AND SUPPORT FRAMING FOR ROOFTOP DUCTING PER 13/M7.12. 12. SEE ARCH/MEP PLANS FOR EXACT EXTENT OF ROOF PV. EXTENT HAS BEEN DESIGNED FOR AN ADDITTIONAL 7 PSF. UNIFORM DEAD LOAD. 13. VERIFY IN FIELD (V.I.F) ALL (E) FRAMING, DIMENSIONS, CONDITIONS, ETC. 14. CONTRACTOR SHALL VERIFY EXISTING ROOF RAFTER LOCATIONS AND ENSURE NO EXISTING ROOF RAFTER CUT DUE TO ROOF OPENINGS UNLESS APPROVED BY SEOR. ROOF OPENING DETAIL PER 4/S6.81 15. ROOF SCREEN PER OTHERS, REFER TO ARCH DRAWINGS AND DEFFERED SUBMITTAL ITEMS PLAN NOTES 1 CD RD1 W12X26 W12X19 EF 2 45# SF 2 70# LEGEND INDICATES COLUMN BELOW - SEE FOUNDATION PLAN FOR COLUMN SIZE DENOTES ELEVATION OF TOP OF STRUCTURAL CONCRETE SLAB (TOC) - SEE ARCHITECTURAL FOR TOC IF NO ELEVATION INDICATED+X'-X"CBINDICATES CMU WALL BELOW XxXX <X">INDICATES WOOD BEAM INDICATES UPWARD CAMBER (IN INCHES) AT MIDSPAN OF BEAM (IF BEAM CANTILEVERS, HOLD CANTILEVERED PORTION LEVEL) - IF NO CAMBER INDICATED, NO CAMBER REQUIRED DENOTES SEISMIC FORCE RESISTING SYSTEM (SFRS) - SEE GENERAL NOTE SECTION H NOTE 4.C - WHEN (SFRS) IS INDICATED, ALL MEMBERS IN THAT FRAMING LINE ARE (SFRS) MEMBERS SFRS INDICATES FACE PLATE BEAM CONNECTION - SEE 07/S6.62 INDICATES LIGHT GAUGE METAL STUD FRAMING BELOW XX# INDICATES MEP EQUIPMENT TAG. SEE 01/S6.91 FOR CONCRETE PAD and/or ANCHORAGE INFORMATION UNO INDICATES MAX. EQUIPMENT WEIGHT INCLUDING ALL ACCESSORIES DENOTES ROOF CONSTRUCTION MARK - SEE SCHEDULE THIS SHEET and DETAIL 01/S6.12 - PROVIDE CONSTRUCTION JOINTS IN CONCRETE-FILLED DECK PER 01A/S6.12 - PROVIDE CLOSURES OVER BEAMS AT DECKING CHANGE IN SPAN DIRECTION PER 01B/S6.12 - PROVIDE BENT PLATE OVER BEAMS AT PITCHED ROOFS PER 20/S6.13 RDX INDICATES BEAM CONTINOUS - SEE X/S6.62 DENOTES EXISTING STURCUTRE MEMBERS DENOTES NEW STRUCTURE MEMBERS (N) (E) DENOTES BEAM SPLICE - SEE 01D/S6.11 UNO INDICATES BOTTOM FLANGE BRACING - SEE DETAIL 2/S6.12 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ROOF FRAMING PLAN - BLDG A S2.09A Checker MONROE ST. POOL REPLACEMENT ROOF FRAMING PLAN - BLDG A KEYPLAN A B 1/8" = 1'-0"07ROOF FRAMING PLAN - BLDG A 1/4" = 1'-0"13ENLARGED ROOF FRAMING PLAN - BLDG A N PROJECT NORTH N TRUE NORTH N PROJECT NORTH N TRUE NORTH 09/30/25 25665203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 5 6 7 F E RD 1 1 S6.63 TYP 8 S6.62 1 S6.63 TYP 8 S6.62 7B S6.62 TYP SLOPE PER ARCH 4 S6.63 4 S6.63 TYP TYP W12X26 W12X45 W1 2 X 1 9 W1 2 X 1 9 W12X45 W12X26 C6X8.2 C6X8.2 ROOF DRAINS, PROVIDE FRAMING PER PLAN NOTE 5 TYP UNO FRAMING AROUND OPENING PER PLAN NOTE 5, TYP W1 2 X 1 9 W1 2 X 2 6 W 1 2 X 2 6 W1 2 X 2 6 W 1 2 X 2 6HSS4X0.125POST ABV, TYP5 S3.01 08 - PV FRAMING PLAN INVERTER RACK PER MECH DWGS. W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 2 6 W1 2 X 2 6 W1 2 X 1 9 W 1 2 X 1 9 EF 10 55# EF 11 60# EF 12 75# EF 7 80# PIPE HANGING PER DETAIL 2 S6.92 TYP HANGING PIPE BELOW PER MEP DRAWINGS W12X26 W1 2 X 1 9 W1 2 X 1 9 1. 1.FOR GENERAL NOTES SEE S0 SERIES SHEETS. FOR TYPICAL DETAILS SEE S6 SERIES SHEETS. 2. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, and PLUMBING DRAWINGS FOR TOP OF STRUCTURAL CONCRETE SLAB OR METAL DECK ELEVATIONS, DEPRESSIONS, SLOPES, CURBS, DRAINS, PADS, DECK EDGE LOCATIONS; WALL OVERALL DIMENSIONS; and LOCATIONS OF OPENINGS IN WALLS and SLABS NOT INDICATED ON STRUCTURAL DRAWINGS. 3. CENTER COLUMNS AT GRID INTERSECTIONS UNLESS NOTED OTHERWISE. 4. BEAMS ARE SPACED EQUALLY BETWEEN COLUMNS AND GIRDERS UNLESS NOTED OTHERWISE. 5. FOR OPENINGS IN FLOOR UP TO 2'-0" SQUARE SEE 5/S6.13 and FOR OPENINGS UP TO 4'-0" MAXIMUM (PERPENDICULAR TO DECK SPAN) SEE 3/S6.13. AT EXHAUST FANS, ROOF ACCESS HATCHES, AND OTHER SIMILAR ROOFTOP EQUIPMENT PROVIDE DETAILING PER 3/S6.91 REGARDLESS OF OPENING SIZE UNO. 6. ADD ANGLES AT COLUMNS FOR SUPPORT OF METAL DECKING PER 15/S6.12. 7. SET BACK STEEL BEAMS ADJACENT TO INTERIOR OPENINGS OR EXTERIOR EDGES 10 INCHES (CENTERLINE OF BEAM TO DECK EDGE) UNLESS NOTED OTHERWISE - SEE DETAIL 01/S6.13 OR 03/S6.13 FOR TYPICAL DECK EDGE. 8. NO PENETRATION IN STRUCTURAL STEEL IS PERMITTED UNLESS SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS. 9. SEE S6.9X SERIES FOR EQUIPMENT ANCHORAGE UNLESS NOTED OTHERWISE. WHERE EQUIPMENT IS ANCHORED DIRECTLY TO BEAM, LOCATE BEAMS CENTERED UNDER EQUIPMENT CURB. WHERE EQUIPMENT IS ANCHORED ON A CONCRETE PAD, LOCATE BEAM CENTERLINE 6" INWARD FROM EDGE OF PAD. WHERE EQUIPMENT IS ANCHORED TO A BUILT-UP CONCRETE PAD, CENTER BEAM ON CONCRETE WALL OF BUILT-UP CONCRETE PAD. COORDINATE EXTENT OF CONCRETE PADS SUPPORTING EQUIPMENT WITH MANUFACTURER AND WITH EDGE DISTANCE REQUIREMENTS PER EQUIPMENT ANCHORAGE DETAILS. 10. COORDINATE DETAILING AND SECONDARY MEMBERS FOR DEFERRED SUBMITTAL ITEMS PER GENERAL NOTE SECTION B. 11. PROVIDE CONNECTIONS AND SUPPORT FRAMING FOR ROOFTOP DUCTING PER 13/M7.12. 12. SEE ARCH/MEP PLANS FOR EXACT EXTENT OF ROOF PV. EXTENT HAS BEEN DESIGNED FOR AN ADDITTIONAL 7 PSF. UNIFORM DEAD LOAD. 13. VERIFY IN FIELD (V.I.F) ALL (E) FRAMING, DIMENSIONS, CONDITIONS, ETC. 14. CONTRACTOR SHALL VERIFY EXISTING ROOF RAFTER LOCATIONS AND ENSURE NO EXISTING ROOF RAFTER CUT DUE TO ROOF OPENINGS UNLESS APPROVED BY SEOR. ROOF OPENING DETAIL PER 4/S6.81 15. ROOF SCREEN PER OTHERS, REFER TO ARCH DRAWINGS AND DEFFERED SUBMITTAL ITEMS PLAN NOTESLEGEND INDICATES COLUMN BELOW - SEE FOUNDATION PLAN FOR COLUMN SIZE DENOTES ELEVATION OF TOP OF STRUCTURAL CONCRETE SLAB (TOC) - SEE ARCHITECTURAL FOR TOC IF NO ELEVATION INDICATED+X'-X"CBINDICATES CMU WALL BELOW XxXX <X">INDICATES WOOD BEAM INDICATES UPWARD CAMBER (IN INCHES) AT MIDSPAN OF BEAM (IF BEAM CANTILEVERS, HOLD CANTILEVERED PORTION LEVEL) - IF NO CAMBER INDICATED, NO CAMBER REQUIRED DENOTES SEISMIC FORCE RESISTING SYSTEM (SFRS) - SEE GENERAL NOTE SECTION H NOTE 4.C - WHEN (SFRS) IS INDICATED, ALL MEMBERS IN THAT FRAMING LINE ARE (SFRS) MEMBERS SFRS INDICATES FACE PLATE BEAM CONNECTION - SEE 07/S6.62 INDICATES LIGHT GAUGE METAL STUD FRAMING BELOW XX# INDICATES MEP EQUIPMENT TAG. SEE 01/S6.91 FOR CONCRETE PAD and/or ANCHORAGE INFORMATION UNO INDICATES MAX. EQUIPMENT WEIGHT INCLUDING ALL ACCESSORIES DENOTES ROOF CONSTRUCTION MARK - SEE SCHEDULE THIS SHEET and DETAIL 01/S6.12 - PROVIDE CONSTRUCTION JOINTS IN CONCRETE-FILLED DECK PER 01A/S6.12 - PROVIDE CLOSURES OVER BEAMS AT DECKING CHANGE IN SPAN DIRECTION PER 01B/S6.12 - PROVIDE BENT PLATE OVER BEAMS AT PITCHED ROOFS PER 20/S6.13 RDX INDICATES BEAM CONTINOUS - SEE X/S6.62 DENOTES EXISTING STURCUTRE MEMBERS DENOTES NEW STRUCTURE MEMBERS (N) (E) DENOTES BEAM SPLICE - SEE 01D/S6.11 UNO INDICATES BOTTOM FLANGE BRACING - SEE DETAIL 2/S6.12 6 W6X12 W6X12 W6 X 9 W6 X 9 W6 X 9 TY P 5 S3.01 6 S6.92 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ROOF FRAMING PLAN - BLDG B S2.09B Checker MONROE ST. POOL REPLACEMENT ROOF FRAMING PLAN - BLDG B KEYPLAN A B 1/4" = 1'-0"07ROOF FRAMING PLAN - BLDG B 1/4" = 1'-0"08PV FRAMING PLAN BLDG B N PROJECT NORTH N TRUE NORTH N PROJECT NORTH N TRUE NORTH 09/30/25 25666203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 01 -FLOOR 0" 5 6 7 (2) #5 CHORD REINF OPEN OPEN (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2) #5 (2) #5 TYP HORIZ REINF. PER 1/S6.61 TY P V E R T R E I N F . PE R 1 / S 6 . 6 1 (2 ) # 5 (2 ) # 5 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" 567 (2) #5 CHORD REINF OPEN TYP HORIZ REINF. PER 1/S6.61 (2 ) # 5 (2 ) # 5 (2) #5 (2 ) # 5 (2 ) # 5 TY P V E R T R E I N F . PE R 1 / S 6 . 6 1 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" FE (2) #5 CHORD REINF OPEN (2 ) # 5 (2 ) # 5 (2) #5 TYP HORIZ REINF. PER 1/S6.61 TY P V E R T R E I N F . PE R 1 / S 6 . 6 1 (2 ) # 5 (2 ) # 5 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" F E (2) #5 CHORD REINF OPENOPEN OPEN (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 TYP HORIZ REINF. PER 1/S6.61 TY P V E R T RE I N F . P E R 1/ S 6 . 6 1 (2) #5 (2 ) # 5 (2 ) # 5 OPEN TOP OF BLOCK EAST -BLDG A 10'-6" CONCRETE BLOCK SHEAR WALL ELEVATION NOTES 1. FOR GENERAL NOTES SEE S0 SERIES SHEETS. FOR TYPICAL DETAILS SEE S6 SERIES SHEETS. 2. SEE ARCHITECTURAL DRAWINGS FOR WALL DIMENSIONS and LOCATIONS OF OPENINGS NOT INDICATED ON STRUCTURAL DRAWINGS. 3. COORDINATE LOCATIONS OF PIPE, DUCT, and CONDUIT PENETRATIONS OF SHEAR WALLS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, and PLUMBING DRAWINGS. REINFORCE DUCT PENETRATIONS PER 01/S6.61 UNO and REINFORCE PIPE and CONDUIT PENETRATIONS PER 04/S6.63 UNO. NO OPENINGS LARGER THAN 8" SQ. (MADE WITHOUT INTERRUPTING WALL REINFORCING) IS PERMITTED UNLESS THE LOCATIONS and SIZES ARE SHOWN ON SHEAR WALL ELEVATIONS. SEE DETAIL 04/S6.63 FOR LIMITATIONS OF OPENINGS MADE WITHOUT INTERRUPTING WALL REINFORCING. 4. SEE REINFORCING STEEL SECTION OF THE GENERAL NOTES FOR ADDITIONAL REBAR REQUIREMENTS FOR VERTICAL REBAR IN SHEAR WALLS. 5. CONSTRUCT MASONRY WALL INCLUDING OPENINGS AND WALL ENDS PER DETAIL 01/S6.61 UNO. SOLID GROUT ALL CELLS IN MASONRY WALLS. SEE 03/S6.61 FOR CONDITION AT CORNERS AND INTERSECTIONS UNO. 6. PROVIDE CHORD REINFORCING WITHIN 24" OF T.O.S. OR T.O.W. ELEVATION. ENSURE 72db STAGGERED LAP SPLICE. PROVIDE 3 LAYERS OF 2 WALL HORIZONTAL REINFORCING MINIMUM. 7. ENSURE FIRST HORIZONTAL CMU BLOCK JOINT ALIGNS W/ FINISH FLOOR. CUT FIRST CMU BLOCK ABOVE FOOTING IF NECESSARRY. 8. PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS (REBAR TO BE CONTINUOUS) PER ARCH (25'-0" O/C MAX) AND 01/S6.61. JOINTS SHALL OCCUR IN FULL HEIGHT WALLS. NO JOINTS SHALL OCCUR IN COLUMNS, BEAMS, OR PILASTERS. CLEARLY INDICATE JOINT LOCATIONS IN CMU WALL SHOP DRAWINGS FOR REVIEW BY ARCHITECT (STRUCTURAL ENGINEER). 9. EMBED CONDUIT VERTICALLY IN WALL ONLY WHERE SPECIFICALLY SHOWN ON STRUCTURAL ELEVATIONS. CONSTRUCT PER DETAIL 16/S6.61. NO OTHER UTILITIES MAY BE EMBEDDED IN WALL UNLESS INDICATED OTHERWISE. 10. COORDINATE HORIZONTAL COLLECTOR AND CHORD BARS WITH ANCHOR BOLTS AND EMBED PLATES OVER LENGTH OF WALL. NOTE LEDGER ANGLES, ANCHOR BOLTS, FACE PLATES AND EMBED PLATES NOT SHOWN FOR CLARITY. LEGEND DENOTES 8" THICK CONCRETE BLOCK SHEAR WALL SOLID GROUTED - FOR REINFORCING and OTHER INFORMATION SEE S6.61 01 -FLOOR 0" F E (2 ) # 5 TOP OF BLOCK EAST -BLDG A 10'-6" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELEVATIONS - BLDG B S3.01 Checker MONROE ST. POOL REPLACEMENT ELEVATIONS - BLDG B 3/16" = 1'-0"1BUILDING B - POOL MECHANICAL ROOM - WEST 3/16" = 1'-0"2BUILDING B - POOL MECHANICAL ROOM - EAST 3/16" = 1'-0"3BUILDING B - POOL MECHANICAL ROOM - SOUTH 3/16" = 1'-0"4BUILDING B - POOL MECHANICAL ROOM - NORTH 3/16" = 1'-0"5BUILDING B - POOL MECHANICAL ROOFM 09/30/25 25667203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 CONCRETE BLOCK SHEAR WALL ELEVATION NOTES 1. FOR GENERAL NOTES SEE S0 SERIES SHEETS. FOR TYPICAL DETAILS SEE S6 SERIES SHEETS. 2. SEE ARCHITECTURAL DRAWINGS FOR WALL DIMENSIONS and LOCATIONS OF OPENINGS NOT INDICATED ON STRUCTURAL DRAWINGS. 3. COORDINATE LOCATIONS OF PIPE, DUCT, and CONDUIT PENETRATIONS OF SHEAR WALLS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, and PLUMBING DRAWINGS. REINFORCE DUCT PENETRATIONS PER 01/S6.61 UNO and REINFORCE PIPE and CONDUIT PENETRATIONS PER 04/S6.63 UNO. NO OPENINGS LARGER THAN 8" SQ. (MADE WITHOUT INTERRUPTING WALL REINFORCING) IS PERMITTED UNLESS THE LOCATIONS and SIZES ARE SHOWN ON SHEAR WALL ELEVATIONS. SEE DETAIL 04/S6.63 FOR LIMITATIONS OF OPENINGS MADE WITHOUT INTERRUPTING WALL REINFORCING. 4. SEE REINFORCING STEEL SECTION OF THE GENERAL NOTES FOR ADDITIONAL REBAR REQUIREMENTS FOR VERTICAL REBAR IN SHEAR WALLS. 5. CONSTRUCT MASONRY WALL INCLUDING OPENINGS AND WALL ENDS PER DETAIL 01/S6.61 UNO. SOLID GROUT ALL CELLS IN MASONRY WALLS. SEE 03/S6.61 FOR CONDITION AT CORNERS AND INTERSECTIONS UNO. 6. PROVIDE CHORD REINFORCING WITHIN 24" OF T.O.S. OR T.O.W. ELEVATION. ENSURE 72db STAGGERED LAP SPLICE. PROVIDE 3 LAYERS OF 2 WALL HORIZONTAL REINFORCING MINIMUM. 7. ENSURE FIRST HORIZONTAL CMU BLOCK JOINT ALIGNS W/ FINISH FLOOR. CUT FIRST CMU BLOCK ABOVE FOOTING IF NECESSARRY. 8. PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS (REBAR TO BE CONTINUOUS) PER ARCH (25'-0" O/C MAX) AND 01/S6.61. JOINTS SHALL OCCUR IN FULL HEIGHT WALLS. NO JOINTS SHALL OCCUR IN COLUMNS, BEAMS, OR PILASTERS. CLEARLY INDICATE JOINT LOCATIONS IN CMU WALL SHOP DRAWINGS FOR REVIEW BY ARCHITECT (STRUCTURAL ENGINEER). 9. EMBED CONDUIT VERTICALLY IN WALL ONLY WHERE SPECIFICALLY SHOWN ON STRUCTURAL ELEVATIONS. CONSTRUCT PER DETAIL 16/S6.61. NO OTHER UTILITIES MAY BE EMBEDDED IN WALL UNLESS INDICATED OTHERWISE. 10. COORDINATE HORIZONTAL COLLECTOR AND CHORD BARS WITH ANCHOR BOLTS AND EMBED PLATES OVER LENGTH OF WALL. NOTE LEDGER ANGLES, ANCHOR BOLTS, FACE PLATES AND EMBED PLATES NOT SHOWN FOR CLARITY. LEGEND DENOTES 8" THICK CONCRETE BLOCK SHEAR WALL SOLID GROUTED - FOR REINFORCING and OTHER INFORMATION SEE S6.61 01 -FLOOR 0" B C D OPEN (2 ) # 5 (2 ) # 5 (2) #5 (2) #5 CHORD REINF TYP. HORIZ REINFORCEMENT PER 1/S6.61 TY P . V E R T R E I N F PE R 1 / S 6 . 6 1 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" 1 (2 ) # 5 (2 ) # 5 PER PLAN GAP TYP. HORIZ REINF PER 1/S6.61 TY P . V E R T R E I N F PE R 1 / S 6 . 6 1 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" 1 OPEN (2 ) # 5 (2) #5 OPEN OPENOPEN(2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2 ) # 5 (2) #5 (2 ) # 5 TY P . V E R T R E I N F P E R 1 / S 6 . 6 1 TYP. HORIZ REINF PER 1/S6.61 (2) #5 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" CD OPEN (2 ) # 5 (2) #5 (2 ) # 5 (2 ) # 5 TYP. HORIZ REINF PER 1/S6.61 TYP. VERT REINF PER 1/S6.61 TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" C D (2 ) # 5 (2 ) # 5 TYP. HORIZ REINF PER 1/S6.61 TY P . V E R T R E I N F PE R 1 / S 6 . 6 1 TOP OF BLOCK EAST -BLDG A 10'-6" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELEVATIONS - BLDG A S3.02 Checker MONROE ST. POOL REPLACEMENT ELEVATIONS - BLDG A 3/16" = 1'-0"1BUILDING A - POOL MECHANICAL ROOM - SOUTH 3/16" = 1'-0"3BUILDING A - POOL MECHANICAL ROOM - EAST 3/16" = 1'-0"2BUILDING A - POOL MECHANICAL ROOM - WEST 3/16" = 1'-0"4BUILDING A - POOL MECHANICAL ROOM - NORTH 3/16" = 1'-0"5BUILDING A - POOL MECHANICAL ROOM - SOUTH 09/30/25 25668203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 01 -FLOOR 0" CD 4C S6.12 S6.05 4 SLAB ON GRADE PER LANDSCAPE HSS BEAM PER PLAN GRADE BEAM PER PLAN HSS COL PER PLAN - TYP (E) CMU WALL (E) FOOTING NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY SHORING OF ADJACENT (E) FOOTING TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" 234 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS8X4X1/4HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4 HS S 3 x 3 x 3 / 1 6 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 HS S 4 X 4 X 3 / 8 TY P , U N O HS S 3 x 3 x 3 / 1 6 4B S6.12 TYP 4B S6.12TYP3 - HS S 3 x 3 x 3 / 1 6 GRADE BEAM PER PLAN - TYP TOP OF BLOCK EAST -BLDG A 10'-6" 01 -FLOOR 0" T.O. BLOCK 9'-10" AB TOB BLDG B 13'-0" HSS3X3X1/4 HSS3X3X1/4 HS S 3 x 3 x 3 / 1 6 HS S 3 x 3 x 3 / 1 6 3 S6.63 (N) BM TO (E) CMU WALL CONN SEE TOP OF BLOCK EAST -BLDG A 10'-6" PANEL W/ ANGLES PER ARCH HSS BEAM PER PLAN VERTICAL HSS PER PLAN/SEC 3/16 (3) SIDES 3/16 SCREWS TO VERTICAL HSS PER OTHERS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PERF PANEL FRAMING ELEVATIONS AND SECTION S3.21 Checker MONROE ST. POOL REPLACEMENT PERF PANEL FRAMING ELEVATIONS AND SECTION 1/4" = 1'-0"2FRAME SECTION 1/4" = 1'-0"1PERF PANEL FRAMING ELEVATION1/4" = 1'-0"10PERF PANEL FRAMING ELEVATION 1" = 1'-0"3VERTICAL HSS TO HSS AT PERF PANEL 09/30/25 25669203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PIPES THRU OR BELOW FOUNDATION TRENCH ADJACENT TO FOUNDATION A A ELEVATION A-A 1 1 PROVIDE PIPE SLEEVE (I.D. 2" LARGER THAN PIPE O.D. - AT FIRE SPRINKLER PROVIDE I.D. 4" LARGER THAN PIPE O.D.) WHERE ADJACENT TO CONCRETE - TYPICAL PLACE THIS CONCRETE BEFORE FOOTING ABOVE - LEAN CONCRETE PER GENERAL NOTE F.7 PIPE LOCATE TRENCH SO THAT FOOTINGS ARE NOT UNDERMINED CONT. FOOTING OR GRADE BEAM PIPE LIMIT DISTANCE BETWEEN SLEEVES TO NO LESS THAN LARGER SLEEVE OUTSIDE DIAMETER OR 6" CONT. FOOTING OR GRADE BEAM SPREAD FTG, CONT FTG, OR GRADE BEAM NOTES: 1. DO NOT PLACE SLEEVES OR CONDUIT IN ISOLATED SPREAD FOOTINGS - RUN AROUND OR BELOW THESE FOOTINGS. 2. SLEEVES ARE NOT TO PASS THROUGH CONTINUOUS FOOTINGS OR GRADE BEAMS UNLESS SHOWN OTHERWISE - WHERE SLEEVES ARE PERMITTED, LOCATE WITHIN MIDDLE THIRD OF FOOTING OR GRADE BEAM DEPTH. PIPE SLAB ON GRADE BACKFILL TRENCH PER GEOTECHNICAL REPORT NO EXCAVATION ALLOWED BELOW THIS LINE 9" MIN 3 1 / 2 " M I N . 9" MIN NO S L E E V E S HE R E 3" TYP CO N T F T G OR G R A D E B E A M "D " 4" M I N 3'- 0 " M A X 6" M I N "D " / 3 M A X 1" 1'-6" MIN STANDARD HOOKS OTHER THAN STIRRUPS AND TIES #6 B A R D I A M E T E R D I S T A N C E S STANDARD HOOKS FOR STIRRUPS AND TIES #3 #4 #5 #10#9#7 #8 #11 MAXIMUM OFFSET AT SPLICES 2 1/4" 4 1/2" - 9" 3" * INDICATES MINIMUM DIMENSIONS MAY GOVERN NOTE: HOOKS OF TWO SUCCESSIVE STIRRUPS OR TIES ENGAGING SAME LONGITUDINAL BAR SHALL BE ALTERNATED END FOR END 6db FOR #3 THRU #5 12db FOR #6 THRU #8 12db 4 1/2"6" 7 1/2" 3db BAR DIAMETERS 8db 6db 4db 1 1/8" 1 1/2" 1 7/8" 2 1/4"* 3" - - 1 1/2"*2"* - 3 3/4" 2 1/2"#9 THRU #11#3 THRU #815"13 1/2"12"10 1/2" 16 1/2" 135° 10" 3"- -2 5/8" BAR SIZE 6" 9"- - - 4 1/2"4" 5" 5 1/4" - 3 1/2" - 11" - 5 1/2" 90° 1:6 MAXIMUM SHOP OFFSET BEND db 6d b #3 - # 8 8d b #9 - # 1 1 10 d b #1 4 & # 1 8 2 1/2" MIN. 4db 12 d b3db4dbAS INDICATED SPLICE LENGTH db 4d b F O R # 3 t h r u # 5 6d b F O R # 6 t h r u # 86db FOR #3 THRU #83" MIN.3" M I N BAR SPACING DIAGRAM DIAGRAM AT STAGGERED SPLICES I II S C H E D U L E F O R D E T E R M I N I N G C A T E G O R Y SPLICE OR LAPPING BAR 1:6 MAXIMUM SHOP OFFSET BEND LEGEND A. CLEAR EDGE DISTANCE B. CENTER TO CENTER SPACING OF SPLICED OR LAPPED BARS (SEE GENERAL NOTE 'E.8' FOR MINIMUM CLEAR SPACING) db - BAR DIAMETER NOTES: 1. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE. DEVELOPMENT Ld TO BE USED WHERE SPECIFICALLY INDICATED. 2. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE. 3. TOP BARS (INDICATED "T" IN SCHEDULE) ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 4. BOTTOM BARS (INDICATED "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS. 5. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.33. 6. AT SPLICE BETWEEN BARS OF VARYING SIZE, PROVIDE LAP SPLICE CORRESPONDING TO LARGER OF 'Ls' OF SMALLER BAR and 'Ld' OF LARGER BAR. 1. A>db and B>2db and TIES THRUOUT Ld 2. A>db and B>3db OTHER CASES LENGTH SPLICE LENGTH SPLICE db B LENGTH SPLICE B A A B A db B DIAGRAM AT NON- STAGGERED SPLICES #6#4#3 #5 #10#8#7 #9 #11 I 0.750 TT 28 T 4000 3000 B 0.375 TB B 0.6250.500 1.270 T 1.000 TTB B 0.875 TB B 1.128 TB B 1.410 24 22 19 37 32 29 25 47 40 36 31 56 48 43 37 81 70 63 54 93 80 72 62 105 91 81 70 118 102 91 79 131 113 101 87 SPLICE LENGTH (INCHES) NO R M A L WE I G H T CO N C R E T E f'c P S I CA T E G O R Y TENSION LAP SPLICE "Ls" SCHEDULE 5000 22 17 29 22 36 28 43 33 63 49 72 55 81 63 91 70 101 78 II 42 4000 3000 36 32 28 56 48 43 37 70 60 54 47 84 72 64 56 122 106 94 81 139 121 107 93 157 136 121 105 177 153 136 118 196 170 151 131 5000 33 25 43 33 54 42 65 50 94 73 108 83 122 94 137 105 152 117 #6#4#3 #5 #10#8#7 #9 #11 I 0.750 TT 22 T 4000 3000 B 0.375 TB B 0.6250.500 1.270 T 1.000 TTB B 0.875 TB B 1.128 TB B 1.410 19 17 15 29 25 22 19 36 31 28 24 43 37 33 29 63 54 48 42 72 62 55 48 81 70 62 54 91 79 70 61 101 87 78 67 DEVELOPMENT LENGTH (INCHES) NO R M A L WE I G H T CO N C R E T E f'c P S I CA T E G O R Y DEVELOPMENT "Ld" SCHEDULE 5000 17 13 22 17 28 22 33 26 49 37 55 43 63 48 70 54 78 60 II 32 4000 3000 28 25 22 43 37 33 29 54 47 41 36 64 56 50 43 94 81 72 63 107 93 82 71 121 105 93 81 136 118 105 91 151 131 116 101 5000 25 19 33 26 42 32 50 38 73 56 83 64 94 72 105 81 117 90 SLAB ON GRADE JOINT DIAGRAM (PLAN VIEW)TYPICAL SECTION AT SLAB ON GRADE BTYP. CTYP. ATYP. A TYP. CONSTRUCTION JOINT LOCATION TO BE DETERMINED BY CONTRACTOR PER NOTE 1 ADD (2) #5x4'-0" @ 4" O/C DIAGONALS (CENTERED IN SLAB) TYPICAL AT RE-ENTRANT CORNERS WHERE JOINTS DO NOT OCCUR BLOCKOUTS AT COLUMNS PER NOTES 1. AREA OF CONCRETE POURS TO BE DETERMINED BY CONTRACTOR. SUBMIT JOINT LAYOUT PRIOR TO POURING SLABS PER GENERAL NOTES. PROVIDE CONSTRUCTION JOINTS SURROUNDING AREA OF EACH POUR UNLESS DETAILED OTHERWISE. ALLOW 24 HOURS MINIMUM BEFORE CASTING SLABS AT ADJACENT AREAS. 2. SAWCUT WEAKENED PLANE JOINT AS SOON AS CONCRETE CAN SUPPORT WEIGHT OF PERSONNEL AND SAW WITHOUT AFFECTING FINAL FINISH BUT NO LATER THAN 12 HOURS AFTER POUR. LOCATE WEAKENED PLANE JOINTS NO GREATER THAN 36 TIMES SLAB THICKNESS "T" (20'-0" MAXIMUM) IN BOTH DIRECTIONS, UNLESS NOTED OTHERWISE. WEAKENED PLANE JOINTS PER NOTE 2 SEE NOTE 3 ON FOUNDATION PLAN FOR SLAB ON GRADE THICKNESS AND REINFORCING SEE PLAN CLASS B SL A B T H I C K N E S S "T " 0" PO U R P E R N O T E 1 SH A D E D A R E A S I N D I C A T E EX T E N T O F C O N C R E T E POUR PER NOTE 1 SHADED AREAS INDICATE EXTENT OF CONCRETE 13 S6.01 D #3 DOWELS @ 18" O/C (#4 @ 18" O/C WHERE "H">8") SET IN DRILL and EPOXY ANCHORS PER GENERAL NOTES #4 CONTINUOUS DRILL and EPOXY ANCHOR OPTION SEE ARCH DRAWINGS #4 @ 16" O/C EA. WAY #3 DOWELS @ 18" O/C (#4 @ 18" O/C WHERE "H">8") W/ STD. 90° HOOKS IN SLAB ON GRADE PREPARE "CONSTRUCTION JOINT" SURFACE PER GENERAL NOTES - TYP. (2) #4 CONTINUOUS NOTE: DOWELS AT HOUSEKEEPING PADS ARE REQUIRED AT PERIMETER OF PADS and AT INTERMEDIATE ROWS SPACED @ 6'-0" EACH DIRECTION NOTE: SEE ARCHITECTURAL FOR SIZE AND LOCATION OF CURBS and PADS TYPICAL CONDITION CONDITION AT CURB OR HOUSEKEEPING PAD MA X 6" 1' - 6 ' ' M A X "H " 1'-6" NOTE: SEE TYPICAL CONDITION BELOW FOR REMAINDER OF INFO 1' - 6 ' ' M A X "H " MA X 6" PLASTIC SHEATHING 0" CONSTRUCTION JOINT A BARS MAY BE CONTINUOUS GALVANIZED TYPE "KEYED KOLD JOINT" . CLASS B SL A B T H I C K N E S S "T " T/ 2 1' - 6" 1' - 6" 2' - 0" WEAKENED PLANE JOINT B PLASTIC SHEATHING 1/8" WIDE WET SAWCUT - FILL W/ SEALANT IF REQ'D PER ARCHITECTURAL 1' - 0" 1' - 0" "T " / 4 TURNED-DOWN SLAB EDGE C FINISH GRADE OR EXTERIOR SURFACE HOOK BARS 90° AS SHOWN OR ADD DOWELS MATCHING SLAB REINFORCING SIZE and SPACING (#4 @ 24" O/C MIN.) x 2'-0" CURB WHERE OCCURS - SEE #4 CONT. @ 12" O/C - (2) #4 MIN. 1' - 0 ' ' M I N AS R E Q ' D A S E X T E R I O R 1' - 6 " M I N I N C R E A S E 8" 6" 06D - PLAN VIEW AT INTERSECTIONS PLAN VIEW AT CORNERS TIE WHERE OCCUR - EXTEND TIES IN ONE FOOTING THRU INTERSECTIONS AND CORNERS AS SHOWN ADD BARS AT CORNERS MATCHING SIZE AND QUANTITY OF TOP AND BOTTOM BARS ON OUTSIDE FACE EXTEND TOP AND BOTTOM FOOTING BARS TO FAR SIDE OF INTERSECTING FOOTING AND PROVIDE STANDARD 90° HOOKS, TYPICAL EXTEND TOP AND BOTTOM FOOTING BARS TO FAR SIDE OF INTERSECTING FOOTING AND PROVIDE STDANDARD 90° HOOKS, TYPICAL CL A S S B S P L I C E CLASS B SPLICE 2" M A X 2" MAX TYPICAL STEP MULTIPLE STEPS ADD BARS MATCHING FOOTING TOP BARS - IF NO FOOTING TOP BARS, ADD 2 BARS MATCHING FOOTING BOTTOM BARS ("Rd" = "D"-6") ADD BARS MATCHING FOOTING BOTTOM BARS PROVIDE STD. 90° HOOKS AT TOP BARS PROVIDE STD. 90º HOOKS AT BOTTOM BARS MAINTAIN TIE SPACING (WHERE TIES OCCUR) AT STEPS "R d " DE P T H "R d " DE P T H . TYP. CLASS B "Rd"DEPTH MATCH NOTE: DEPTH "Rd" INDICATES DISTANCE BETWEEN TOP AND BOTTOM FOOTING LONGITUDINAL BARS DE P T H " D " FT G 1' - 6 " M A X . "H " 1' - 6 " M A X . "H " 1' - 6 ' ' M A X ''H ' ' 1' - 6 ' ' M A X ''H ' ' "D" MATCH DE P T H ' ' D ' ' FT G 2 (''H'') 1' - 6 ' ' M A X ''H ' ' DE P T H ' ' D ' ' FT G 2(''H'') + ''D'' 3'' CLR. 3" CLR. 2("H") ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL FOUNDATION AND SOG DETAILS S6.01 Checker MONROE ST. POOL REPLACEMENT TYPICAL FOUNDATION AND SOG DETAILS N.T.S.1TYPICAL PIPES THRU OR TRENCHES ADJACENT TO FOUNDATIONS N.T.S.2TYPICAL REINFORCING STEEL HOOKS, BENDS and OFFSETS AT SPLICES N.T.S.3TYPICAL REBAR TENSION SPLICE and BAR DEVELOPMENT SCHEDULE (IN CONCRETE) N.T.S.4TYPICAL SLAB ON GRADE DETAILSN.T.S.5TYPICAL FOOTING REINFORCING AT CORNERS AND INTERSECTIONS N.T.S.6TYP. STEPPED FOOTING/GRADE BEAM DETAIL 09/30/25 25670203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 0" GRADE (2) #5 x 5'-0" - TYPICAL CONSTRUCTION JOINT AROUND LOCKOUTS - TYPICAL (NO BARS TO PASS THRU JOINT) 6x6-W1.4xW1.4 WELDED WIRE MESH (WRAP AROUND COLUMN) PROVIDE 90° BENDS AT ALL EDGES OF SPREAD FTG AS SHOWN BASE PLATE PER PLAN ADDED DOWELS AT BLOCKOUT EDGE PER PLANS ABOVE STL. COL. PER PLAN SEE PLAN NOTE 8 ON FOUNDATION PLANS DOUBLE NUT PLAN VIEW at SLAB BLOCKOUTS INTERIOR CONDITION PERIMETER CONDITION SLAB ON GRADE CONSTRUCTION JOINT OR WEAKENED PLANE PER PLAN FILL BLOCKOUT WITH CONC. AFTER COMPLETION OF ROOF CONSTRUCTION ABOVE INTERIORPERIMETER 4" CONCRETE COVER OVER COLUMN ANCHOR BOLTS AND BASE PLATE NOTE: FOR REMINDER OF INFO SEE INTERIOR CONDITION BELOW #4 DOWELS @ 12" O/C W/ STD. 90° HOOKS TOP AND BOTTOM FO O T I N G P E R P L A N FOOTING SIZE AND REINFORCING PER PLAN 4" MIN. 3" C L R 3" CLR. 4" MIN 6" M IN 2" TYP. 2" TYP. .4 1/2". DOUBLE NUT 2" 2" NOTES: 1. ADD #4 x 12" DOWELS @ 12" O/C WHERE SIDE WALLS OCCUR AT STAIRS OR RAMP U.N.O. 2. SEE ARCHITECTURAL OR LANDSCAPE FOR TREAD and RISER GEOMETRY AND FINISHING 36" (2) #4 CONTINUOUS #4 @ 12" O/C EACH WAY #3 NOSING BAR AT STEPS ON GRADE ONLY TYPICAL RAMP LINE #3 @ 15" O/C AT EACH NOSING BAR 6" 6" AT TOP AT BOTTOMTYP. 6" 24" 6" 6" (2) #4 CONT. SLAB ON GRADE - (SEE LANDSCAPE DWGS AT EXTERIOR CONDITIONS) #4 BENT BARS @ 12" O/C SLAB ON GRADE - (SEE LANDSCAPE DWGS. AT EXTERIOR CONDITIONS) 2'-0" TYP.1' - 6" 1' - 6" 2'-0" TYP. 1'-0" 1' - 6" CL R . 3" 6" MIN. 06A - SIM. 06A - SIM. H O O K E D B A R D E V E L O P M E N T L E N G T H ( L d h ) S C H E D U L E #3 9" BAR SIZE Fc' = 3000psi 8" 11" 10" 14" 12" 17" 15" #5 #6 NOTES: 1. FOR TYPICAL BAR HOOKS & BENDS, SEE DETAIL 2. BAR DEVELOPMENT LENGTHS SHOWN IN SCHEDULE ABOVE APPLY TO NORMAL WEIGHT CONCRETE - MULTIPLY THE SPECIFIED DEVELOPMENT LENGTH BY 1.33 FOR LIGHTWEIGHT CONCRETE. 3. LENGTHS SHOWN IN SCHEDULE ABOVE APPLY TO UNCOATED GRADE 60 BARS - MULTIPLY THE SPECIFIED LENGTH BY 1.25 FOR GRADE 75 BARS. MULTIPLY THE SPECIFIED LENGTH BY 1.33 FOR GRADE 80 BARS 4. LENGTHS SHOWN IN SCHEDULE ABOVE APPLY TO UNCONFINED BARS - WHERE CONFINEMENT CAN BE PROVIDED BY ENCLOSED TIES OR STIRRUPS SPACED @ 3db EITHER 1) PERPENDICULAR TO Ldh ALONG THE LENGTH OF Ldh OR 2) PERPENDICULAR TO Lext ALONG THE LENGTH OF Lext, MULTIPLY THE SPECIFIED DEVELOPMENT LENGTH BY 0.8. 5. HOOKED BARS MAY BE SUBSTITUTED WITH HEADED BARS PER 'Ldt' SCHEDULE AT LEFT. #4 #7 20" 17" #8 Fc' = 4000psi 7" 9" 11" 13" 15" Fc' = 5000psi 22" 19" 17" #9 25" 22" 19" #10 28" 25" 22" #11 31" 27" 24" MIN Ldh 6" 8" 10" 12" 14" 16" 18" 20" 22" H O O K E D B A R D E V E L O P M E N T L E N G T H ( L d t ) S C H E D U L E #3 9" BAR SIZE Fc' = 3000psi 8" 11" 10" 16" 12" 18" 15" #5 #6 NOTES: 1. THESE BAR DEVELOPMENT LENGTHS APPLY TO NORMAL WEIGHT CONCRETE ONLY. 2. PROVIDE LENTON HEADED REINFORCING BARS PER IAPMO-UES ER-0188. #4 #7 20" 17" #8 Fc' = 4000psi 7" 9" 10" 14" 16" Fc' = 5000psi 23" 20" 18" #9 25" 22" 19" #10 #11 MIN Ldt 6" 8" 10" 13" 14" 16" 18" 13" 7" 6"6"6" Fc' = 6000psiFc' = 6000psi 12"14" 11" Ldt Ldh Le x t 03 - 1/ 1 6 " "L" WELD (MIN) SIZE WELD "S" 2" 3" 4" BAR SIZE #3 #4 #5 4" 5" 6" #6 #7 #8 6" 7" #9 #10 REBAR WELDMENT STEEL PLATE OR ANGLE REBAR START OF BEND WHERE APPLICABLE "D"3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 9/16" 5/8" '' S ' ' = ' ' D ' ' / 2 "L" MIN. 5 "D" "D " ''S'' NOTES 1. ALL REINFORCING WELDING SHALL BE IN ACCORDANCE WITH A.W.S. CODE D1.4-05 CURRENT EDITION. 2. WELDED REINFORCING SHALL CONFORM TO ASTM A706. 3. ASTM A615 REINFORCING STEEL MAY BE WELDED PROVIDED A CHEMICAL ANALYSIS IS PERFORMED TO DETERMINE CARBON EQUIVALENCY, TO ESTABLISH MINIMUM PREHEATING REQUIREMENTS. HEAT STICKS SHALL BE USED 6" FROM WELD TO VERIFY PREHEAT TEMPERATURES. CHEMICAL ANALYSIS REPORTS SHALL BE PROVIDED TO ARCHITECT (STRUCTURAL ENGINEER) PRIOR TO WELDING. "S"L "S" PRIOR TO WELDING OTHER SIDE, CHIP OR GRIND ROOT TO SOUND METAL NOTES: 1. AS AN ALTERNATE TO LAP SPLICE, BUTT WELD MAY BE USED AS INDICATED ABOVE, PROVIDED THEY ARE STAGGERED @ 24" MINIMUM. 2. AN APPROVED TESTING LABORATORY SHALL PROVIDE A PREQUALIFICATION TENSION TEST FOR SAMPLES ON EVERY SIZE OF BAR BEING WELDED. 3. MATERIALS, CONDITIONS AND WELDING PROCEDURES UTILIZED SHALL COMPLY WITH THE CURRENT APPLICABLE BUILDING CODE AND THE REQUIREMENTS OF THE GOVERNING INSPECTION AGENCY. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED IN OBTAINING APPROVAL. HORIZONTAL BARVERTICAL BAR 60.00° 1/ 8 ' ' 1/8'' 1/ 8 ' ' 1/8" 45.00° FO R M O W O R K P E R SP E C I F I C A T I O N S STARTER WALL DETAIL TYPICAL SECTION A 2" PLANKING TYPICAL AFTER SETTING OF CONCRETE, CLEAN TO REMOVE LAITANCE and SCUM - FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED CURB CONTINUOUS MINIMUM CLEAN OUT 3x LUMBER TYPICAL NOTE: STAKES NOT PERMITTED WITHIN FOOTING SECTION FOOTING CONCRETE OR MASONRY WALL 2x4 CONT. SHAPED KEY UNLESS DETAILED OTHERWISE DRAWINGS+2" WIDTH SHOWN ON 6" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL FOUNDATION AND SOG DETAILS S6.02 Checker MONROE ST. POOL REPLACEMENT TYPICAL FOUNDATION AND SOG DETAILS N.T.S.1TYPICAL SPREAD FOOTING AT STEEL COLUMN N.T.S.2TYPICAL SECTION AT CONCRETE STEPS OR RAMP ON GRADE N.T.S.3HOOKED (Ldh) AND HEADED (Ldt) BAR DEVELOPMENT LENGTH SCHEDULES N.T.S.4TYPICAL REBAR WELDING N.T.S.5TYPICAL REINFORCING BUTT WELDS DETAIL (ALTERNATE TO SPLICES) N.T.S.6TYPICAL MANDATORY FOUNDATION FORWORK (UNLESS FULLY FORMED) 09/30/25 25671203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 INTERSECTION (SINGLE CURTAIN) CORNER (SINGLE CURTAIN) #7 OR WALL VERTICALS WHICHEVER IS GREATER (4 TOTAL) ALTERNATE BENDS #7 OR WALL VERTICALS - WHICHEVER IS GREATER (3 TOTAL) 8" 8" CLASS "B" SPLICE 8" CLASS "B" SPLICE 8" NOTE:"db" INDICATES DIAMETER OF BAR 8" THK CONCRETE WALL W/ #5 @ 12" O/C EACH WAY DOWELS TO MATCH SIZE and SPACING OF VERTICAL BARS - PROVIDE STD. 90° HOOKS AT BOTTOM OF FOOTING (2) CONT. #5 HORIZ TOP OF PIT SEE ARCHL CONT. 2x4 SHAPED KEY SE E A Q U A T I C S D W G S F O R H E I G H T MA X 5 ' - 0 " CL A S S " B " S P L I C E 04 -PIT SLAB PER EQ. EQ. 8"Ø MAX. ONE HALF INTERUPPTED REINFORCEMENT TO BE ADDED TO EA. SIDE, IN EA. DIRECTION INTERUPTED REINF'G INTERUPTED REINF'G INTERRUPTED REINF'G INTERRUPTED REINF'G SLAB REINF'G SLAB REINF'G LARGER PEN, MIN. - SPACING =3 DIA. OF THE TY P . Ld TYP. Ld CONDITION T.O.C. EXTERIOR PAVING BY OTHERS (2) #4 CONT. POUR W/ SLAB ON GRADE TYPICAL SECTION T.O. SLAB PER PLAN T.O. PIT SEE ARCHI'L 10" THK. W/ #6 @ 16" O/C EA. WAY CENTERED IN WALL WATERPROOF OR DAMPROOF BACKSIDE OF WALL PER ARCHI'L - TYP.2x4 CONT. KEYWAY 12" THK. CONC. SLAB AT PIT W/ #4 @ 12" O/C EA. WAY TOP and BOTTOM STANDARD 90° HOOK, TYP. 5'-0" MAX. SE E P L A N 2'-0" LAP 1'- 0 " SLAB PER PLAN OR EXTERIOR CONC. PER LANDSCAPE ADDED CORNER REINF'G PER D 2'-0" 1´ - 0 " CONDITION ALONG INTERIOR CMU WALL T.O. SLAB PER PLAN T.O. PIT SEE ARCHI'L 8" THK. W/ #6 @ 16" O/C EA. WAY CENTERED IN WALL WATERPROOF OR DAMPROOF BACKSIDE OF WALL PER ARCHI'L - TYP. 2x4 CONT. KEYWAY 12" THK. CONC. SLAB AT PIT W/ #5 @ 12" O/C EA. WAY TOP and BOTTOM 5'-0" MAX. SE E P L A N ADDED CORNER REINF'G PER STANDARD 90° HOOK, TYP. EXTEND FOOTING AND REINF'G PER PLAN (WHERE OCCURS) CMU WALL PER PLAN 72 d b L A P A C 05 - 05 - "Ld" MIN SLAB PER PLAN OR EXTERIOR CONC. WHERE OCCURS CONDITION ALONG PERIMETER CMU WALL T.O. SLAB PER PLAN T.O. PIT SEE ARCHI'L 10" THK. W/ #6 @ 16" O/C EA. WAY WATERPROOF OR DAMPROOF BACKSIDE OF WALL PER ARCHI'L - TYP.2x4 CONT. KEYWAY 12" THK. CONC. SLAB AT PIT W/ #5 @ 12" O/C EA. WAY TOP and BOTTOM 5'-0" MAX. SE E P L A N EXTERIOR PAVING BY OTHERS ADDED CORNER REINF'G PER STANDARD 90° HOOK, TYP. EXTEND FOOTING AND REINF'G PER PLAN (WHERE OCCURS) CMU WALL PER PLAN 72 d b L A P B 05 - "Ld" MIN AL I G N F A C E S 6" #3 HOOPS AT 16" O/C 2" COVER MIN. AL I G N F A C E S 2'-0" LAP #5 DOWELS MATCHING WALL REBAR SPACING. #6 @16" O/C EA. WAY NON-BEARING CMU WALL WHERE OCCURS PER 4" MAXIMUM C 1'-0" MAXIMUM B 6'-0" MAXIMUM A W A L L S C H E D U L E 2 1 #4 CONTINUOUS - EXTEND 2'-0" BEYOND DEPRESSION CORNERS 2 1 #4 CONTINUOUS - EXTEND 2'-0" BEYOND DEPRESSION CORNERS ADDED BARS TO MATCH SIZE AND SPACING OF SLAB ON GRADE BARS 12" 12" LOCATE SLAB BARS HERE STANDARD 90° HOOK 1 1 #4 x 12" @ 12" O/C 24" WALL THICKNESS AND REINFORCING PER SCHEDULE CURB WHERE OCCURS - SEE TYPICAL WATERPROOF OR DAMPROOF BACKSIDE OF WALL PER ARCHITECTURAL - TYPICAL CONTINUOUS FTG. BARS "A" #5 @ 16" O/C4'-0" (2) #51'-0" x 1'-0" MAXIMUM HEIGHT "H" FTG. BARS "A" FTG. WIDTH "W" x DEPTH "D" WALL REINFORCING EACH WAY 8" WALL THK. ROUGHEN SURFACE #4 @ 16" O/C2'-6" (2) #4 6"10" x 1'-0" 1'-6" AT #4 BARS 2'-0" AT #5 BARS MA X 4" 1' - 0"1' - 0" MA X 1' - 0 " 1' - 0" 2" EQ EQ 1' - 0 ' ' "D " (6 ' - 0 ' ' M A X I M U N ) "H " P E R P L A N S 06D S6.01 MAX. 10" ° SLEEVE W/IN MIDDLE 1/3 DEPTH OF CONCRETE BEAM. SEE PLUMBING DWGS. FOR SIZE AND LOCATION TYP. ADD (2) STIRRUPS EA. SIDE. TO MATCH GRADE BEAM REINF. NOTE: BEAM LONGITUDINAL BARS TO NOT BE INTERRUPTED T/3 T/ 3 T / 3 T / 3 SC H E D . F O R S I Z E GR A D E B E A M S E E P L A N a n d 1 6 1 6 COLUMN PER PLAN CORNER BAR MATCHING SIZE and SPACING OF PIT WALL REINF'G Ld Ld CORNER BAR MATCHING SIZE and SPACING OF PIT WALL REINF'G Ld Ld ELEVATOR PIT WALL and REINF'G PER PLAN VIEW DIRT FACE 3" TYP. AT 07 - ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL FOUNDATION AND SOG DETAILS S6.03 Checker MONROE ST. POOL REPLACEMENT TYPICAL FOUNDATION AND SOG DETAILS N.T.S.1TYPICAL CONC. WALL AT CORNERS and INTERSECTIONS (PLAN VIEWS) N.T.S.2CONCRETE PIT WALL N.T.S.3TYP SLAB REINFORCING AT CONDUIT PENETRATIONS N.T.S.4TYPICAL PUMP PIT DETAIL N.T.S.5TYPICAL SECTIONS AT CHANGE IN SLAB ON GRADE ELEVATION (6'-0" MAXIMUM) N.T.S.6SLEEVE THRU FOOTING / GRADE BEAM N.T.S.7HSS COLUMN AT ELEVATOR PIT CORNER 09/30/25 25672203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 #4 DOWELS x 12" @ 12" OC PER SCHEDULE GRADE BEAM (2) #4 CONTINUOUS GRADE BEAM ℄ SLAB ON GRADE PER PLAN PE R S C H E D U L E GR A D E B E A M 4 1 / 2 " C L R TYP 3" CLR SE E P L A N 2" C L R TYP 1 1/2" CL TOP BARS 2nd ROW OF BARS AS REQ'D PER SCHEDULE BOTTOM BARS 12" GRADE BEAM SIZE & REINFORCING PER PLAN & SCHED #4 DOWELS x 12" @ 12" OC GRADE BEAM SIZE & REINFORCING PER PLAN & SCHED PER SCHEDULE GRADE BEAM SLAB EDGE & CURB (WHERE OCCURS) PER 06C/S6.01 SIMILAR - CAST CURB MONOLITHIC W/ SLAB ON GRADE (2) #4 CONT ARCH'L SEE GRADE BEAM ℄ SLAB ON GRADE PER PLAN ALIGN PER SCHEDULE GRADE BEAM SEE PLANS SLAB CONT WHERE OCCURS 4 1/2" CLR TYP 3" CLR G R A D E B E A M S C H E D U L E REINFORCING TOP BOTTOM SIZE TIES TYPE SPACING "A" BARS "B" BARS REMARKS LONGITUDINALSIZE (INCHES) WIDTH MARK "D" DEPTH SECTION SEE 4/S6.05 FOR BASE PLATE INFO12" O/CGB1#418"24" 03&04 -(3) #5 (3) #5 TIES PER GRADE BM. SCHED. TYPICAL END BAY CONDITION TOP OF GRADE BM. EXTEND GRADE BEAM REINFORCING TO FAR EDGE OF SPREAD FTG. and PROVIDE STANDARD 90° HOOKS TIES @ 4" O/C AT SPLICE - SIZE and CONFIGURATION PER GRADE BM. SCHED. TOP OF CONC. SLABBARSBARS SPREAD FOOTING WHERE OCCURS PER PLAN - TYP. STRUCTURAL STEEL COLUMN PER PLANS and ELEVATIONS DOWELS FROM GRADE BEAM TO SLAB OR STEM WALL PER GRADE BEAM SECTIONS - TYP. WHERE SECOND ROW OF REBAR OCCURS STAGG. SPLICES PER GRID GRID EQ EQ LAP SPLICE EQ EQ 2" "L" BEAM SCHEDULE TIES PER GRADE MAX. 4" NOTES: 1. IF SIZE OF "A" BARS DIFFERS AT GRADE BEAM IN ADJACENT SPAN, USE LARGER BAR. 2. SEE SCHEDULE FOR GRADE BEAM WIDTH, DEPTH AND REINFORCEMENT. 3. PLACE ALL LONGITUDINAL REINFORCEMENT IN ONE LAYER WHEREVER POSSIBLE. WHEN BAR CLEAR SPACING IS LESS THAN ONE BAR DIAMETER OR 1", PLACE REST OF BARS IN SECOND LAYER. 4. PROVIDE "CLASS B" SPLICE AT LONGITUDINAL BAR LAP SPLICES 08 S6.11 0" 0" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL FOUNDATION AND SOG DETAILS S6.04 Checker MONROE ST. POOL REPLACEMENT TYPICAL FOUNDATION AND SOG DETAILS N.T.S.03TYPICAL GRADE BEAM SECTION (INTERIOR CONDITION) N.T.S.04TYPICAL GRADE BEAM SECTION (PERIMETER CONDITION) N.T.S.1TYPICAL GRADE BEAM ELEVATION & SCHEDULE 09/30/25 25673203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 CONDUIT OR PIPES, SEE MECHANICAL, ELECTRICAL AND/OR PLUMBING DWGS (E) SLAB (E) VAPOR BARRIER (N) COMPACTED BASE TO MATCH (E) SEE CAUTION NOTE (E) BASE TYP NOTE 2 SEE NOTES 2 & 3 VAPOR BARRIER REMOVE, REPAIR & REPLACE PER ARCH'L ELECTRICAL TRENCH___ PLUMBING TRENCH (VIF)___ B A SEE NOTES 2 & 3 TYP NOTE 2 VAPOR BARRIER REMOVE, REPAIR & REPLACE PER ARCH'L FOR SAWCUT SEE DETAIL NOTE 5 NOTES: 1. SAW-CUTTING SHALL BE AVOIDED NEAR ANY OF THE (E) PAD FOOTINGS, GRADE BEAMS, AND CONT FOOTINGS. 2. REBAR TO MATCH (E) SIZE AND SPACING IN BOTH DIRECTIONS (#4 @ 18"oc MIN.). INSTALL REBAR IN SIMPSON "SET-XP" EPOXY ADHESIVE PER ICC EVALUATION REPORT NUMBER #ESR-2508. SPECIAL INSPECTION IS NOT REQUIRED UNLESS NOTED ON THE PLANS. 3. CONCRETE STRENGTH SHALL BE 4000 PSI. REBAR SHALL BE 60 KSI. SPECIAL INSPECTION IS NOT REQUIRED. 4. REPLACE/RECOMPACT SOIL MATERIAL PER GEOTECHNICAL REPORT OR MATCH (E) COMPACTION. 5. FOR ANY SLAB ON GRADE SAW-CUTTING THAT IS NOT SHOWN ON THESE DRAWINGS, PRIOR TO CUTTING THE SLAB, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT SHOWING LOCATIONS,WIDTH, DEPTH, AND LENGTH OF TRENCH. SIZE OF TRENCH WILL BE AS REQ'D BY ELECTRICAL OR PLUMBING. 6. VERIFY IN FIELD ALL (E) INFORMATION. 7. CONTRACTOR SHALL DETERMINE WHICH TRENCH DETAIL TO USE, EXCEPT WHERE A DETAIL IS SPECIFICALLY REFERENCED ON THE PLAN. 8. INSPECTION IS REQUIRED WHEN CALLED OUT ON PLAN. NO T E 5 TYP. 6" 1 1/2" TYP. SEE NOTES 1, 4, & 5 SAWCUT EQ . E Q . 3" 2 - 0 " TYP. 1 1/2" 3" SEE NOTES 1, 4, & 5 SAWCUT EQ . E Q . 2"SAWCUT EXTENT CUTTING BLADE OPENING CORE 4"Ø HOLES AT EACH CORNER PRIOR TO SAWCUTTING HAND CHIP AS NECESSARY WHERE INDICATED BELOW SAWCUT EXTENT TYPICAL WALL TO REMAIN SECTION AT SLAB OR WALL PORTION OF SLAB OR PLAN AT SLAB OR ELEVATION AT WALL PROPOSED PROVIDE SQUARE and NEAT CORNERS WHERE EXPOSED OR WHERE INDICATED ON ARCHITECTURAL - HAND CHIP CORNERS - DO NOT SAWCUT WITHIN 2" OF CORNERS 2" 2 " GRADE 3" C L R .CLR3"TYP. 2" 1'- 2 " 1'-0" 2" 2" 1/4 PLAN VIEW A-A DOUBLE NUT ABOVE BASE PLATE GROUT 1 1 / 2 " N O N S H R I N K SINGLE NUT ABOVE AND HEAVY DOUBLE LOCK NUTS BELOW DEEPEN FOOTING AS REQUIRED 1 1 A A COLUMN PER PLAN BASE PLATE 1" W/(4) F1554 GR55 3/4"Ø AB 3x3x1/2 WASHER NOTE: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY SHORING OF ADJACENT EXISTING FOOTING EDGE OF FOOTING 6" 6" SECTION TOP OF LOWERST EXT OR BUILDING CONC SLAB ON GRADE OR FINISH GRADE ELEVATION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL FOUNDATION AND SOG DETAILS S6.05 Checker MONROE ST. POOL REPLACEMENT TYPICAL FOUNDATION AND SOG DETAILS N.T.S.1TYPICAL SAW CUT SLAB TRENCH N.T.S.2TYPICAL SAWCUT DETAIL N.T.S.4TYPICAL GRADE BEAM AT STEEL COLUMN 09/30/25 25674203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 C O N N E C T I O N S C H E D U L E BEAM SIZE A325-N H.S.B. SHEAR PLATE THK. WELD (BOTH SIDES) W6x,C6x (2) 7/8"Ø W8x, W10x C8x, C10x W16x, W18x W21x W24x W27x W30x 3/8" 5/16" 5/16" 5/16" 5/16" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 1/2" (2) 7/8"Ø (3) 7/8"Ø (4) 7/8"Ø (5) 7/8"Ø (6) 7/8"Ø (7) 7/8"Ø (8) 7/8"Ø 3/8" 3/8" 3/8" W12x, C12x MC12x, W14x TYPICAL TWO-SIDED CONNECTION A INTERIOR NON FRAME GIRDER FOR SHEAR PLATE and FASTENERS SEE SCHEDULE - TYP. CONDITION at W6x or C6X BEAMS C TYPICAL ONE-SIDED CONNECTION B CONDITION at GIRDER SPLICES D 5 1/2"MAX. 1/2" FOR FULL HEIGHT SHEAR PLATE and FASTENERS SEE SCHEDULE INTERIOR NON FRAME GIRDER FULL HEIGHT STIFF PLATE 3/8 3"2 TIMES BOLT Ø TYP. NOTE: DETAIL 01A (TWO-SIDED) and 01B (ONE-SIDED) ARE APPLICABLE AT BEAM TO INTERIOR NON-FRAME GIRDER CONNECTIONS ONLY - AT CONNECTIONS TO PERIMETER GIRDERS and FRAME BEAMS SEE 18/- 2 TIMES BOLT Ø TYP. SEE SCHEDULE - TYP. SEE SCHEDULE FOR WELD SIZE - TYP. SEE SCHEDULE FOR WELD SIZE - TYP. 1/4 1/43 SIDES 5/163 SIDES 1/4 TYP. 1/2" MAX. 2 TIMES BOLT Ø TYP.2 TIMES BOLT Ø TYP. BO L T Ø T Y P . 2 T I M E S TY P . 3" TYP. 5/8" MAX. 2 TIMES BOLT Ø TYP.2 TIMES BOLT Ø TYP. DEFINED BY AISC) BEAM bf/2 MIN. (AS 2 T I M E S BO L T Ø T Y P . FOR BOLT LAYOUT AT GIRDER SPLICES FOLLOW 04 - CONNECTION TO WEB NOTE: AT CONNECTIONS TO FRAME COLUMN WEB SEE S3.1X SERIES 2 TIMES BOLT Ø TOP OF COLUMN WHERE OCCURS CONNECTION TO FLANGE 2 TIMES BOLT Ø FOR SHEAR PL THICKNESS/GEOMETRY and FASTENERS SEE 5/8" MAX. 5/8" MAX. STIFF PL1/2 TOP and BOTTOM EA. SIDE U.N.O. 5/16 5/16 EACH STIFF PL TO COLUMN FLANGES EACH END 3 SIDES - SEE SCHED. PER 01/- SEE SCHED. PER 01/- (AS DEFINED BY AISC) + 1/8" COLUMN "k1" 01 - D R A G C O N N E C T I O N S C H E D U L E BEAM SIZE QUANTITY 1"Ø A490-SC H.S.B.'s WELD (BOTH SIDES) SHEAR PLATE THK. W12x and W14x W21x DISTANCE "k" FOR GIRDER (AS DEFINED BY AISC) PLUS 1/8" MAX. DISTANCE "T" FOR BEAM (AS DEFINED BY AISC) MINUS 1/4" MINIMUMROW 1 ROW 2 3 3 5 4 4 6 7 88 7 6 5 4 4 W18x W16x W24x W27x W30x 1/2 3/8 3/8 3/8 5/8 5/8 1/2 1/2 1/2 1/2 1/2 1/2 5/8 5/8 GIRDER NOTE: SEE CONNECTION TO COLUMN WEB CONDITION AT LEFT FOR DRAG CONNECTION INFO and DETAIL FOR REMAINDER OF INFO CONNECTION TO WIDE FLANGE GIRDERS A CONNECTION TO COLUMN FLANGE B CONNECTION TO COLUMN WEB C NOTE: FOR REMAINDER OF INFO SEE 3" ROW1 ROW2 ROW1 ROW2 PL3/4 TOP and BOTTOM EA. SIDE FOR SHEAR PL and FASTENERS SEE SCHEDULE DISTANCE "T" FOR BEAM (AS DEFINED BY AISC) MINUS 1/4" 3" W36x 88 1/25/8 NOTES: 1. PROVIDE THESE DRAG CONNECTIONS WHERE DENOTED ON PLAN THUS 2. FILLET WELD SIZES SHOWN ARE MINIMUM WELD SIZES. WHERE WELD SIZES SHOWN ARE SMALLER THAN AWS MINIMUM WELD SIZE, USE AWS MINIMUM WELD SIZE. 3. PROVIDE CONNECTION PLATES CONFORMING TO ASTM A572, GRADE 50. 4. ALL DRAG CONN. MEMBERS ARE PART OF SFRS. 5. WHERE DRAG CONN. OCCURS AT HSS COL., SEE SIM. SEE SCHEDULE 3 SIDES SEE SCHEDULE 01B - 03 - 05 S6.15 CONDITION A TYPICAL CONDITION 12 1" BEARING PL3/4 W/ (2) 3/4" Ø A325-SC BOLTS FULL HEIGHT STIFF PL3/8 BOTH SIDES - AT INTERSECTING BEAMS CONSTRUCT PER CONDITION IF OTHER THAN TYPICAL COLUMN SIZE BEARING PL THK. IN LIEU OF INDICATED THK.HSSXxXxX PL7/8EXAMPLE PLAN REFERENCE NOTES: 1. PROVIDE 1/2" THICK BEARING PLATES W/ (4) 3/4"Ø A325-SC BOLTS UNLESS NOTED OTHERWISE. 2. BEARING PLATES SHALL BE AS WIDE AS SUPPORTING SURFACE AND SHALL BE 1" MINIMUM WIDER ON EACH SIDE OF HSS OR PIPE COLUMN. 3. WHERE DECK FLUTES ARE CUT AT BEARING PLATE, PROVIDE DECK SUPPORT ANGLES PER 15/S6.12 OR 15/S6.13. 5/16 TYP. 1/4 1/4 (3) SIDES TYP. AT FULL-HT STIFF PL´s U.N.O. 18 - TYP. 12A - BBBB BB (ONLY WHERE INDCATED) TYP. 1 1/2" TYP 2" SE E N O T E 2 VIEW B-B BE A M GA U G E ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 3/4" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL STRUCTURAL STEEL DETAILS S6.11 Checker MONROE ST. POOL REPLACEMENT TYPICAL STRUCTURAL STEEL DETAILS N.T.S.1TYPICAL BEAM to GIRDER CONNECTIONS N.T.S.2TYPICAL NON-FRAME BEAM TO WIDE FLANGE COLUMN CONNECTIONS N.T.S.3TYPICAL DRAG CONNECTION SCHEDULE and DETAILSN.T.S.7TYPICAL BEAM TO HSS OR PIPE COLUMN CONNECTIONS 09/30/25 25675203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 TYPICAL CONDITION NOTE: FOR REMINDER OF INFO SEE TYPICAL CONDITION BELOW BRACE INDICATED THUS ON PLAN - PROVIDE L4x3x3/8 LLV (SINGLE ARROW INDICATES LOW END) CONDITION WHERE L < 5'-0" PL3/8 W/ (2) 3/4"Ø A325-SC BOLTS - PROVIDE VERTICAL SHORT SLOTTED HOLES IN PL and HARDENED WASHERS OVER SLOTS PL3/8 W/ (2) 3/4"Ø A325-SC BOLTS - AT LOWER BOLT PROVIDE VERT. SLOTTED HOLES and WASHERS SAME AS OTHER END BRACE INDICATED THUS ON PLAN - PROVIDE 2L4x3x1/4 LLV (SINGLE ARROW INDICATES LOW END) STITCH PL3/8x4x0'-4" W/ 3/4"Ø A325-SC BOLTS - LOCATE AT BRACE MID-LENGTH WORK POINT - TYP. 2 TIMES BOLT Ø -TYP. ALL EDGES U.N.O. 3 TIMES BOLT Ø TYP. 3 TIMES BOLT Ø - TYP. AT SLOTTED HOLES LENGTH "L" PARALLEL TO ANGLE 5/16 5/16 TYP. TY P . 2" M A X . TYPICAL CONDITION -"H" = 6" MAXIMUM NOTE: SEE DETAIL 01B/- FOR FULL HEIGHT SHEAR PLATE THICKNESS/GEOMETRY and QUANTITY OF FASTENERS EXCEPT USE 1"Ø A490-SC BOLTS IN LIEU OF BEARING TYPE BOLTS A CONDITION WHERE "H" > 6" B CONDITION WHERE "H" > 14" C NOTE: FOR REMAINDER OF INFO SEE TYPICAL CONDITION BELOW FULL HEIGHT SHEAR PL - SEE NOTE BELOW FRAME and/OR PERIMETER GIRDER BEAM FULL HT. STIFF PL. 3/8 DISTANCE "T" FOR BEAM (AS DEFINED BY AISC) MINUS 1/4" MINIMUM DISTANCE "k" FOR GIRDER (AS DEFINED BY AISC) PLUS 1/8" MAX. DISTANCE "k" FOR GIRDER (AS DEFINED BY AISC) PLUS 1/8" MAX. PL3/8 W/ (2) 3/4"Ø A325-SC BOLTS 2 T I M E S BO L T Ø FRAME and/OR PERIMETER GIRDER3 TIMES BOLT Ø TYP. 2 TIMES BOLT Ø TYP.2 TIMES BOLT Ø TYP. NOTE: FOR REMAINDER OF INFO SEE TYPICAL CONDITION BELOW BEAM 2 1 / 2 TI M E S B O L T Ø MI N . 1 1 1/2" 2" BEAM PL3/81/2" 1/ 2 " 1/ 2 " 1 1 L4x3x1/4 LLH KICKER W/ (2) 3/4"Ø A325-SC BOLTS EACH END FRAME and/OR PERIMETER GIRDER AWS MINIMUM SEE SCHEDULE 01/- TYP. (6 " M A X I M U M ) "H " "H " "H " BOLT Ø 2 TIMES 3/16 3/16 5/16 5/16 BEAM BOTTOM FLANGE CONDITION BEAM TOP FLANGE OR COLUMN TO BASE PLATE CONDITION NOTE: TOLERANCES SHALL NOT ACCUMULATE TO EXTENT THAT ANGLE OF ACCESS HOLE CUT TO FLANGE SURFACE EXCEEDS 25° LEGEND: A LARGER OF Tf OR 1/2" (PLUS 1/2Tf, OR MINUS 1/4Tf) B 3/4Tf to Tf, 3/4" MINIMUM (±1/4") Ba BEVEL ANGLE AS REQUIRED FOR SELECTED GROOVE WELD PROCEDURE C 3Tf (±1/2") R 3/8" MINIMUM RADIUS (PLUS NOT LIMITED, OR MINUS 0) Tf FLANGE THICKNESS ALIGN ENDS "C" "R ""T f " " B " "A" "Ba" "T f " "B " "Ba" "R " "C" "A" HSS BEAM OR HEADER TO HSS BEAM CONNECTION A HSS BEAM OR HEADER TO HSS COLUMN CONNECTION B HSS COLUMN TO HSS BEAM CONN D C ALIGN BOTTOM OF HSS BM WHERE SHALLOWER HSS BEAM HSS BEAM OUTRIGGER WHERE OCCURS - CONN SAME AS OTHER SIDE HSS COLUMN FACE PLATE 3/8" MATCHING HSS BEAM OR HEADER WIDTH and HEIGHT TYP WHERE BEAM IS WIDER THAN COL ONLY HSS BEAM OR HEADER HSS BEAM OR HEADER TOP OF COL WHERE OCCURS - PROVIDE CAP PLATE 3/8' HSS COL HSS BEAM FACE PLATE 1/2" MATCHING HSS COL DIM, REQ'DD WHERE COL IS WIDER THAN BEAM END OF BEAM WHERE OCCURS - PROVIDE END PLATE 3/8" FACE PLATE 3/8" MATCHING HSS BEAM OR HEADER WIDTH & HEIGHT TYP DEEPER HSS BEAM WHERE OCCURSOR END PLATE 3/8" W/ FLUSH SEAM WELD ALL AROUND HSS BEAM TO HSS COLUMN MOMENT CONN HSS COLUMN HSS BEAMHSS BEAM NOTE: ALL WELDS SHALL BE GROUND SMOOTH CAP PL TO MATCH WALL THICKNESS OF HSS BEAM 1/4 1/4 1/4 USE WHERE DEEPER HSS BM OCCURS TYP END PLATE 1/4 1/4 CJP AT CAP PLATE CJP AT CAP PLATE TYP 1/4 1/4 CJP AT END PLATE CJP, TYP W12x26 MINIMUM - PERPENDICULAR BEAM OR AS INDICATED ON DRAWINGS CONN TO SUPPORTING BEAM PER U.N.O. SUPPORTING BEAM BASE PLATE 1 1/2" THK POST and BEAM POST & BEAM MI N 4 " M I N 4 " 1/ 2 " T Y P 1/2" MIN 12" 1/4 5/16 5/16 WELD TIEBACK ANCHOR TO BASE PLATE BY OTHERS 1/2" 1 S6.11 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL STRUCTURAL STEEL DETAILS S6.12 Checker MONROE ST. POOL REPLACEMENT TYPICAL STRUCTURAL STEEL DETAILS N.T.S.1TYPICAL BOTTOM FLANGE BRACE (BRACE PERP. TO BOTH BEAMS) N.T.S.2TYPICAL BOTTOM FLANGE BRACE AT PERIMETER and FRAME BEAMS N.T.S.3TYP. ENLARGED DETAIL AT WELD ACCESS HOLE N.T.S.4TYP HSS BM TO HSS BM and HSS COL CONN (EXPOSED CONN) 1" = 1'-0"5TIEBACK ANCHOR DETAIL ON BEAM 09/30/25 25676203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 RD1 PROFILE EXAMPLE PLAN REFERENCE TYP. BEAM SECTION AT CHANGE IN DECKING SPAN DIRECTION B RDX ROOF CONSTRUCTION MARK GAUGE OR METAL DECKING IF OTHER THAN SCHEDULED XX GA. 18 GA. CLOSURE MIN 2" STUD WHERE OCCURS 1- ½" MIN. CLR. TO DECKING CLOSURE NOTES: 1. PROVIDE VERCO METAL DECKING and ACCESSORIES IN CONFORMANCE WITH REQUIREMENTS SET IN GENERAL NOTES "METAL DECKING" SECTION. 2. NO DUCTS, ELECTRICAL OR OTHERWISE, SHALL OCCUR IN FILL UNLESS NOTED OTHERWISE. 3. ARC SPOT (PUDDLE) WELDS SHALL HAVE AN EFFECTIVE FUSION AREA TO SUPPORTING MEMBER AT LEAST 1/2-INCH IN DIAMETER. F L O O R a n d R O O F C O N S T R U C T I O N S C H E D U L E MARK RD1 METAL DECKING 1 ½" VERCO PLB 36 x 18 GAUGE DECK TOTAL SLAB "T" 1 ½" (DKG. ONLY) SLAB DESCRIPTION RIGID INSULATION OF VARYING THICKNESS PER ARCHITECTURAL METAL DECKING WELDING OR FASTENING ARC SPOT (PUDDLE) WELDS U.N.O. - SEE NOTE 3 PERPENDICULAR TO SUPPORTS (7) PER 36" SHEET PARALLEL TO SUPPORTS SPACE @ 12" O/C SEAMS VSC2 @ 12" O/C DECKING SECTION PROPERTIES MOMENT OF INERTIA "I" (IN. 4/FT.) 0.306 SECTION MODULUS "S" (IN 3/FT.) 0.314 (+) 0.331 (-) REQD BEARING WIDTH INTERIOR 4" END 2" 3 1/2"2 1/2"6" 1 3/4" 3'-0" 1 1 / 2 " CONDITION WHERE BEAM FLANGE DOESN'T ALIGN W/ LOW FLUTE C 1/2" MAX. PLATE MATCHING GAUGE OF DECK ATTACH DECK TO PLATE AND PLATE TO BM. WITH PUDDLE WELDS PER SCHEDULE CUT DECK AS REQD. METAL DECK NOTES: 1. DO NOT CUT MORE THAN 2 ADJACENT WEBS. 2. HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN 1 WEB NEED NO REINFORCING. 3. ANGLES SHALL BE PLACED ON TOP OF DECK. 4. IF DIMENSION "A" IS GREATER THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "B". 5. IF DIMENSION "B" IS GREATER THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "A". 6. IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THE OPENING GROUP WILL BE CONSIDERED AS A SINGLE HOLE, AND MUST BE REINFORCED AS REQUIRED FOR THE LARGER OPENING. L1-3/4x1-3/4x1/4, TYP.WEBS OF DECK BEAM BELOW EXTEND ANGLE 3 WEBS PASSED OPENING THIS IS CONSIDERED A SINGLE OPENING "B " "A" D2 D1 1/8 ADJACENT TO CUT WEB, TYP. CLUSTER OF SMALL OPENINGS SHALL BE CONSIDERED AS ONE OPENING PLAN CLOSURE PROFILE PERPENDICULAR TO DECK SPAN CLOSURE PROFILE PARALLEL TO DECK SPAN 2" 2" 18 GA. 18 GA. 18 GA. SECTION AT BARE DECK (NO CONCRETE FILL) NOTE: FOR REMAINDER OF INFO SEE SECTION AT CONCRETE FILLED DECK BELOW 1/2 " 1/2" 1 1 / 2 " T Y P . SECTION AT BARE DECK (NO CONCRETE FILL) PLAN CLOSURE ALL SIDES OF OPENING - GAUGE and PROFILE PER DECK SPAN C6x8.2 BOTH SIDES OF OPENING C6x8.2 BOTH SIDES OF OPENING - CONNECT TO BEAM EACH END PER NOTE: WHERE WIDE FLANGE BEAMS OCCUR ADJACENT TO SIDES OF OPENING, PROVIDE CLOSURE PER MA X . 4´ - 0 " MI N . 2´ - 0 " 10´-0" MAXIMUM OPENING 1/8 3 1/8 3C6x TO C6x TYP. MAXIMUM 10´-0"01C S6.11 10 - 03 S6.13 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL METAL DECKING DETAILS S6.13 Checker MONROE ST. POOL REPLACEMENT TYPICAL METAL DECKING DETAILS N.T.S.1TYPICAL FLOOR and ROOF CONSTRUCTION SCHEDULE and DETAILS N.T.S.2DECK REINFORCING AT SMALL OPENINGSN.T.S.5TYPICAL OPENINGS IN FLOOR and ROOF DECKS UP TO 2'-0" SQUARE N.T.S.3TYPICAL OPENINGS IN FLOOR and ROOF DECKS UP TO 4'-0" WIDE 09/30/25 25677203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 CONNECTION AT INTERSECTING BEAM PER STEEL BEAM CONTINUOUS BENT CLOSURE PL 3/16" - EXTEND and LAP ON BEAM CONTINUE DECKING and WELD TO CLOSURE PL PER SCHEDULED "PARALLEL TO SUPPORT" PUDDLE WELDS 2 TIMES BOLT Ø MINIMUM TYP L5x5x3/8 OUTRIGGER @ 10'-0" O/C MAXIMUM W/ (2) 3/4" Ø A325-SC BOLTS TO FULL HEIGHT STIFF PL CONNECTION AT INTERSECTING BEAM PER STEEL BEAM 2 T I M E S BO L T Ø MI N . T Y P . FULL HEIGHT STIFF PL 3/8" 1 3 / 4 "3 TIMES BOLT Ø TYP.L3 1/2x3 1/2x1/4 KICKER AT EACH OUTRIGGER W/ (2) 3/4"Ø A325-SC BOLTS EACH END BOTTOM OF CLOSURE PL FLUSH W/ TOP OF STEEL AT BEAM CONTINUOUS BENT CLOSURE PL 3/16" CONDITION AT 1'-1" OVERHANG OR LESS D TYPICAL CONDITION C 1/ 2 " 3 1/2" UNO 1/2 " DECKING PARALLEL OR SKEWED TO DECK EDGES TYPICAL CLOSURE PL PROFILES DECKING PERPENDICULAR TO DECK EDGES TYPICAL CONDITION A CONTINUE DECKING and WELD TO CLOSURE PL PER SCHEDULED "PERPENDICULAR TO SUPPORT" PUDDLE WELDS L5x5x3/8 OUTRIGGER @ 10'-0" O/C MAXIMUM W/ (2) 3/4"Ø A325-SC BOLTS TO FULL HEIGHT STIFF PL BRACE OPPOSITE EACH OUTRIGGER ASSEMBLY PER STEEL BEAM FULL HEIGHT STIFF PL 3/8" 2 T I M E S BO L T Ø MI N . T Y P . 1 3 / 4 " PL 3/16"10 GAUGE CONTINUOUS BENT CLOSURE PL 3/16" BOTTOM OF CLOSURE PLATE FLUSH W/ TOP OF STEEL AT BEAM L3 1/2x3 1/2x1/4 KICKER AT EACH OUTRIGGER W/ (2) 3/4" Ø A325-SC BOLTS EACH END3 TIMES BOLT Ø TYP.NOTES: 1. SPLICE CLOSURE PL's W/ COMPLETE PENETRATION BUTT WELDS. 2. CLOSURE PL REQUIRES SUPPORT AT EACH COLUMN - SEE DETAIL 09/-. 1/ 2 " MI N . 1 1 / 2 " NOTE: AT INTERIOR DECK EDGES FOR DUCT SHAFT OPENINGS, 10 GAUGE BENT CLOSURE PL MAY BE SUBSTITUTED FOR 3/16" CLOSURE PL 2" 3 1/2" UNO OR LESS 2' - 9" OVERHANG 3 1/2" 2 1/4" MAX. 5" 1/2" 3 1/2" 2 1/4" 1/2" MAX. 5" 2" LAP NOTE: AT INTERIOR DECK EDGES FOR DUCT SHAFT OPENINGS, 10 GAUGE BENT CLOSURE PL MAY BE SUBSTITUTED FOR 3/16" CLOSURE PL CONTINUOUS BENT CLOSURE PL 3/16" - EXTEND and LAP ON BEAM STEEL BEAM CONDITION AT 1'-1" OVERHANG OR LESS B OR LESS 2' - 9" OVERHANG 1/2" 1/2" 2" LAP OR LESS 1"-1" OVERHANG 3/16 3/16 CLOSURE TO OUTRIGGER 1/8 2-12 CLOSURE TO BEAM 1/8 2-12 SE E A R C H 6 1 / 4 " M I N . U N O SE E A R C H 6 1 / 4 " M I N . U N O 3/16 3/16CLOSURE TO OUTRIGGER OR LESS 1´-1" OVERHANG 1/8 2-12 CLOSURE TO BEAM 1/8 2-12 BOLT Ø 2 TIMES . . . . 2 TIMES BOLT Ø MINIMUM TYP BOLT Ø 2 TIMES 5/16 5/16 3 SIDES, TYP 5/16 5/16 3 SIDES, TYP 01B S6.11 & 17 S6.11 18B S6.11 01B S6.11 &18B S6.11 OVERHANG OR LESS 1' - 6" 1/2"3" L6x4x5/16 LLV AT BOTH COLUMN FLANGES (2 PER COLUMN) NOTE: FOR REMAINDER OF NOTES SEE CONDITION AT RIGHT (OUTRIGGER ASSEMBLY and STIFF PL's NOT REQUIRED) CONDITION AT 1'-6" OVERHANG OR LESS PL3/8x4x0'-6" W/ (2) 3/4" Ø A325-SC BOLTS TO OUTRIGGER STIFF PL1/2" - SEE TYP, UNO NOTE: REMAINDER OF INFO PER CONDITION 03A BELOW L5x5x3/8 OUTRIGGER - LOCATE AT COLUMN CENTER LINE STIFF PL 1/2" UNO COLUMN "k1" (AS DEFINED BY AISC) + 1/8" 1/2" PLATE 3/8" 1 1 OR LESS 2' - 9" OVERHANG 5" MAX. TYPICAL CONDITION C CLOSURE SUPPORT TO COLUMN (COLUMN FLANGE ORIENTED PERPENDICULAR TO DECK EDGE) OVERHANG OR LESS 1' - 6" C6X8.2 - LOCATE AT COLUMN CENTER LINE NOTE: FOR REMAINDER OF NOTES SEE CONDITION AT RIGHT (OUTRIGGER ASSEMBLY NOT REQUIRED) CONDITION AT 1'-6" OVERHANG OR LESS 1 1 TYPICAL CONDITION AT CONCRETE FILL PROVIDE 1/2"Øx 5'-0" WELDED DEFORMED ANCHORS LOCATED WITHIN 3" BOTH SIDES OF COLUMN TOP OF COLUMN WHERE OCCURS PL3/8x4x0'-6" W/ (2) 3/4"Ø A325- SC BOLTS TO OUTRIGGER PLATE 3/8 CONTINUOUS CLOSURE PL AT BUILDING PERIMETER PER DETAILS 01/- OR 03/- AT CONCRETE FILL CONTINUE EDGE BAR(S) PAST COLUMN WHERE POSSIBLE L5x5x3/8 OUTRIGGER - LOCATE AT COLUMN CENTER LINE L3 1/2x3 1/2x1/4 KICKER W/ (2) 3/4"Ø A325- SC BOLTS EACH END - LOCATE BOLTS PER 01/- OR 03/- NOTES: 1. WHERE PERIMETER BEAM CONTINUES OVER COLUMN, PROVIDE OUTRIGGERS PER DETAILS 01/- OR 03/- CLOSURE SUPPORT TO COLUMN (COLUMN FLANGE ORIENTED PARALLEL TO DECK EDGE) 5" MAX. OR LESS 2' - 9" OVERHANG 6" 1/2" 1/2"1/2" TYP. 2 TIMES BOLT Ø TYP. 2 TIMES BOLT Ø AB D 3/16 3/16 CLOSURE TO SUPPORT 5/16 5/16 1/4 5/16 5/16 5/16 5/16 EACH STIFF PL TO COLUMN FLANGES EACH END 5/16 5/16 2 SIDES, TYP 03 S6.11 1/4 1/4" GUSSET PLATE AT 2'-0" O/C MAX. DETAIL C 1/4" GUSSET PLATE AT 2'-0" O/C MAX. DETAIL E DETAIL ADETAILB 1/4" GUSSET PLATE AT 2'-0" O/C MAX. DETAIL DDETAILF ANGLE OR BENT PLATE (L5x3x1/4" MIN.) ANGLE OR BENT PLATE (L5x3x1/4" MIN.) ANGLE OR BENT PLATE (L5x3x1/4" MIN.) ANGLE OR BENT PLATE (L5x3x1/4" MIN.) ANGLE OR BENT PLATE (L5x3x1/4" MIN.) ANGLE OR BENT PLATE (L5x3x1/4" MIN.) 1/4" GUSSET PLATE AT 2'-0" O/C MAX. 1/ 4 " 3/16 4 3/16 4AT END 3/16 3-12 TYP.3/16 3-12 3/16 4 3/16 4AT END 3/16 3-12 TYP.3/16 3-12 3/16 4 3/16 4AT END 3/16 3-12 TYP.3/16 3-12 3/16 4 3/16 4 AT ENDS 3/16 3-12 TYP.3/16 3-12 3/16 4 3/16 4 AT ENDS 3/16 3-12 TYP.3/16 3-12 3/16 4 3/16 4 AT ENDS 3/16 3-12 TYP.3/16 3-12 5/ 1 6 " 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 Tf Tf ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 3/4" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL DECK SUPPORTING DETAILS S6.14 Checker MONROE ST. POOL REPLACEMENT TYPICAL DECK SUPPORTING DETAILS N.T.S.1TYPICAL PERIMETER and INTERIOR DECK EDGES (BARE METAL DECKING CONDITION - NO STRUCTURAL CONCRETE FILL) N.T.S.7TYPICAL PERIMETER EDGE SUPPORT AT COLUMNS N.T.S.2TYP. DECK SUPPORT AT ANGLES 09/30/25 25678203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROVIDE (2) HORIZONTAL BARS CONTINUOUS [(2) #5 MINIMUM] AT TOP OF WALL and AT FIRST COURSE BELOW FLOOR and ROOF LINES UNO ON WALL ELEVATIONS LOCATE VERTICAL BAR AT CENTER LINE OF WALL db SECTION LOCATE VERTICAL BAR AT WALL NOTE: "db" INDICATES DIAMETER OF BAR PLAN VIEW BAR PLACEMENT AT SINGLE CURTAIN CONDITION Z OF JOINTREBAR PER SCHEDULE ADDED VERT. REINF EA. SIDE OF CONTROL JOINT SIZE TO MATCH WALL REINF. AS SCHEDULED CMU CONTROL JOINT AT SINGLE CURTAIN CONDITION NOTE: FOR REMAINDER OF INFO SEE DOUBLE CURTAIN CONDITION INSIDE FACE OF BLOCK SHELL, TYP. NOTE: PROVIDE OPEN END UNIT AT EACH VERTICAL BAR #5 OR WALL VERTICALS - WHICHEVER IS GREATER - 4 TOTAL ALTERNATE BENDS CUT SHELL TO MATCH BOND BEAMS PROVIDE OPEN END UNIT AT INTERSECTION INTERSECTION (SINGLE CURTAIN) #5 OR WALL VERTICALS - WHICHEVER IS GREATER 3 TOTAL NOTE: "db" INDICATES DIAMETER OF BAR CUT SHELL TO MATCH BOND BEAMS PROVIDE OPEN END UNIT AT INTERSECTION CORNER (SINGLE CURTAIN) 72db 72db STANDARD HOOK 1" CLEAR OR 1-1/2db MINIMUM WHICHEVER IS GREATER SINGLE CURTAIN CONDITION SECTION AT JAMB BARS OR BARS AT WALL ENDS (PLAN VIEWS) B PROVIDE LINTEL BARS PER JAMB and LINTEL REINFORCING SCHEDULE UNLESS NOTED OTHERWISE STANDARD HOOK PROVIDE LINTEL UNITS AT HEAD and BOND BEAM UNITS AT SILL 1" CLEAR OR 1-1/2db MINIMUM WHICHEVER IS GREATER SINGLE CURTAIN CONDITION SECTION AT LINTEL BARS (SILL CONDITION SIMILAR) A JAMB BARS OR VERTICAL BARS AT WALL ENDS ALTERNATE HOOK CONTINUOUS FOOTING SIZE AND REINF'G. PER PLAN CONCRETE SLAB ON GRADE PER PLAN DOWELS TO MATCH SIZE and SPACING OF VERTICAL BARS - PROVIDE STD. 90° HOOKS AT BOTTOM OF FOOTING PLACE 1st ROW OF BARS IN 1st COURSE #4 DOWELS x 60" @ 12" O/C CMU WALL NOTES: 1. FOR CONDITIONS AT WALL OPENINGS SEE BO T H C U R T A I N S 72 d b L A P PL A N N O T E 7 SE E F D N . S E E P L A N SEE PLAN TYP. 2" MAX. 12 - THICKENED SLAB, WHERE OCCURS OF WALL & FTG TYP 3" CLR 12" SEE PLAN CMU WALL NOTE: 1.11 - GRADE OR PAVING PER ARCH'L / CIVIL#4 DOWELS x 30" @ 16" O/C 12" NO T E 7 SE E F N D . PL A N 3" CLR. TYP.SE E P L A N FOR REMAINDER OF INFO SEE 1' - 6 " ALT. BEND BO T H C U R T A I N S 72 d b L A P SLAB ON GRADE WHERE OCCURS 10 " 1'-0" 4'- 0 " M A X 2'- 6 " M I N #4x 12" @ 16" O/C - ALTERNATE BENDS AT INTERIOR CONDITION (1st BAR 3" FROM WALL END) 12" ADD (2) #4 EXTEND 2'-0" EA END BEYON OPENING WALL BEYOND SEE SCHED. PER PLAN FOOTING REBAR PER SCHED. PL A N PE R SE E S C H E D . PE R P L A N SLAB PER PLAN 5 7 8 6 TYP.3 5 4 5 55 6 4 2 TYP.1 FIRST LEVEL ROOF LEVEL TOP OF FOOTING MASONRY PARAPET WHERE OCCURS SILL HEIGHT "W" "W" "W" WINDOW OPENING (SILL HEIGHT > 6'-0") OR OPENING AT MISCELLANEOUS UTILITY PENETRATION WINDOW OPENING (SILL HEIGHT < 6'-0") WALL OR DOOR OPENING AT SLAB ON GRADE LEVEL CONDITION 1C CONDITION 1B CONDITION 1A JAMB and LINTEL REINFORCING SCHEDULE (UNLESS NOTED OTHERWISE ON PLANS OR WALL ELEVATIONS) MAXIMUM OPENING WIDTH "W" 3'-4" 4'-0" 6'-8" 9'-4" JAMB REINFORCING (VERTICAL) (2)#5 (2) #5 (2) #5 (2) #5 (2)#5 (2) #5 (2) #5 (2) #5 LINTEL REINFORCING (HORIZONTAL) PROVIDE DOWELS AT BOTTOM OF WALL MATCHING SIZE and QUANTITY OF VERTICAL OR JAMB BARS INTO FOUNDATION W/ STD. 90° HOOKS AT BOTTOM OF FOOTING -LAP W/ VERTICAL OR JAMB BARS 72 BAR DIAMETERS (db) TYPICAL HORIZONTAL WALL BARS PER SECTION. PROVIDE STD. 180° HOOKS AT WALL ENDS and OPENINGS - LAP HORIZONTAL BARS 48 db AT WELL STAGGERED LOCATIONS -NO ATTEMPT IS MADE TO LOCATE HORIZONTAL BAR SPLICE LOCATIONS TYPICAL VERTICAL WALL BARS PER SECTION. ADD DOWELS AT CONCRETE SLAB ON GRADE PER DETAILS INDICATED TYPICAL JAMB BARS - SEE JAMB and LINTEL REINFORCING SCHEDULE UNLESS SPECIFIC BOUNDARY ELEMENT REINFORCING SHOWN ON PLANS - EXTEND JAMB BARS 72 db ABOVE and BELOW OPENINGS UNLESS SHOWN OTHERWISE (ADD BARS WITH STD. 90° HOOK AT TOP OF WALL WHERE WALLS TERMINATE ABOVE OPENING) - FOR TYPICAL SECTION AT JAMB BARS SEE 4B/- UNLESS NOTED OTHERWISE TYPICAL LINTEL BARS - SEE JAMB and LINTEL REINFORCING SCHEDULE UNLESS OTHERWISE INDICATED ON PLANS - SPLICES NOT PERMITTED - EXTEND LINTEL BARS 48 db BEYOND OPENINGS UNLESS SHOWN OTHERWISE (PROVIDE STD. 90° HOOK AT WALL ENDS IF EXTENSION LENGTH BEYOND OPENING CANNOT BE ATTAINED) - FOR TYPICAL SECTION AT LINTEL BARS INCLUDING CONFINING TIES SEE 4A/- UNLESS NOTED OTHERWISE PROVIDE (2) #5 VERTICAL BARS AT WALL ENDS AND USE (2) #5 AT 8" NON-BEARING WALLS - FOR TYPICAL SECTION AT VERTICAL BARS AT WALL ENDS SEE 4B/- UNLESS NOTED OTHERWISE- PROVIDE ADDED BARS AT CORNERS and INTERSECTIONS PER 3/- U.N.O IF WALL HEIGHT IS NON-MODULAR OR TOP OF WALL SLOPES, EITHER SAW TOP COURSE OR (IF NOT EXPOSED) FORM TOP COURSE and GROUT SOLIDLY AT TOP OF WALL, PROVIDE (2) HORIZONTAL WALL BARS W/ STD. 180° HOOKS AT WALL ENDS BEAM POCKET PER PLAN (WHERE OCCURS). AT INTERRUPTED CHORD REINFORCING PROVIDE BARS MATCHING SIZE AND QUANTITY OF INTERRUPTED REINFORCING DIRECTLY BENEATH POCKET CONTINUE 72 db BEYOND POCKET EACH END SEE 09/S6.62 1 2 3 4 5 6 7 8 REINFORCING VERTICAL REINFORCING W A L L R E I N F O R C I N G S C H E D U L E (UNLESS NOTED OTHERWISE - SEE PLANS OR WALL ELEVATIONS FOR WALL THICKNESS) REINFORCING HORIZ. REINFORCING NOMINAL WALL THICKNESS REINFORCING PLACEMENT DETAIL SINGLE CURTAIN #5 @ 16" O/C - ALTERNATE EA. SIDE OF HORIZ. BARS (FOR STANDARD 16" LONG UNITS) SEE NOTE #2 SINGLE CURTAIN #5@16" O/C - LOCATE AT WALL CENTERLINE8"1Z - NOTES: 1. AT PIERS BETWEEN ADJACENT OPENINGS WHERE PIER WIDTH "PW" < 6'-0", DETERMINE JAMB BARS BASED ON LARGER OPENING WIDTH "W". NOTES: 1. FOR 12" THICK WALL WHERE 12" LONG UNITS ARE TRANSITIONED INTO 16" UNITS THROUGH THE HEIGHT OF CONT. WALL, PROVIDE REBAR PER DETAIL 13/S1.32 2. FOR 12" LONG CMU UNITS, PROVIDE #5 @ 12" O/C PLACED AT ALTERNATE EA. SIDE OF HORIZ. KEY NOTES: 9 9 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYP. CMU WALL ELEVATION AND DETAILS S6.61 Checker MONROE ST. POOL REPLACEMENT TYP. CMU WALL ELEVATION AND DETAILS 3/4" = 1'-0"3TYP MASONRY CONSTRUCTION AT CORNERS and INTERSECTIONS (PLAN VIEWS) N.T.S.6TYPICAL MASONRY CONSTRUCTION AT OPENINGS and WALL ENDS N.T.S.10TYPICAL INTERIOR MASONRY WALL AT CONTINUOUS FOOTING N.T.S.11TYPICAL PERIMETER MASONRY WALL AT CONTINUOUS FOOTING N.T.S.12TYPICAL OPENING MASONRY WALL AT CONT FOOTING N.T.S.1TYPICAL MASONRY WALL ELEVATION and REINFORCING SCHEDULES (APPLICABLE TO ALL MASONRY WALLS EXCEPT SITE RETAINING WALLS UNLESS NOTED OTHERWISE) 09/30/25 25679203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 JAMB REINF. PER SCHEDULE #4 @ 4" O/C w/ STD. 180° HOOK (1) WALL VERT. BAR #5@8" O/C w/ STD. 180° HOOK PIER (COLUMN) REINFORCING (ONE BLOCK CONDITION SHOWN) PIER REINFORCING (TWO BLOCK CONDITION SHOWN) 1 BLOCK 3T TO 5T NOTE: FOR SIMILAR CONDITION AT 12" WALL SEE JAMB REINF. PER SCHEDULE JAMB REINF. PER SCHEDULE NOTE: FORMING MAY REQUIRE SHORING CMU SHELL T 14B - AL L A R O U N D 1" M I N . G R O U T ANCHOR BOLT FACE OF MASONRY NOTE: 1. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED. 2" CLR. 8" CMU WALL (PLAN VIEW) CONT. WALL HORIZONTAL REINFORCING PER ELEVATION CMU WALL PER PLAN 16" MIN. (1) 3/4" DIA. MAX. CONDUIT NOTES: 1. PLACE CONDUITS IN CELLS WITHOUT VERTICAL REINFORCEMENT WHENEVER POSSIBLE. 2. WIRE VERTICAL CONDUIT TO WALL HORIZONTAL BARS, MAINTAIN BARS IN PLACE DURING GROUT POUR. 3. HORIZONTAL CONDUIT ARE NOT PERMITTED. 4. NO ALUMINUM COMPONENTS SHALL BE EMBEDED IN MASONRY CONSTRUCTION. TY P . 8" TY P . 2" TYP. 72 db LAP TRIM BAR, TYP. TYPICAL WALL HORIZ. REINF'G TYPICAL WALL HORIZ. REINF'G BEAM POCKETED CONNECTION PER PLAN CHORD REINF'G PER ELEV. TYP. CHORD REINF'G INTERRUPTED BY POCKET - PROVIDE STD. 90° HOOK,TYP. PROVIDE HORIZONTAL BARS MATCHING SIZE and QUANTITY OF INTERRUPTED CHORD REINFORCING. PROVIDE EITHER ABOVE OR BELOW POCKET AS SHOWN W/ 72db LAP TO TYPICAL WALL HORIZONTAL NOTE: 72db LAP TO BE BASED ON LARGER BAR DIAMETER PLAN VIEW SECTION B E A R I N G PLATE S C H E D U L E W16x and SMALLER BEAM PER PLAN 3/4" CEMENTITIOUS, NON-SHRINK LEVELING GROUT (2) 3/4"Ø A307 HEADED BOLTS BEARING PLATE SIZE PER SCHEDULE POCKET TO BE GROUTED SOLID PROVIDE TRIM REINF'G ALL AROUND BEAM POCKET PER (2) 3/4"Øx6" LONG WELDED- HEADED ANCHORS BOTH SIDES BEAM BEARING PLATE SIZE (THICKNESS) 3/4" 5/16 EQ . 6 " E Q . MI N . 1' - 0 " NOTES SYMMETRICAL ABOUT CL BARE METAL DECKING PER PLANS (SEE PLANS FOR SPAN DIRECTION) 1" T Y P . TY P . 3 " 8 1/2" @ 12" WALL 4 1/2" @ 8" WALL EQ . EQ . EQ.EQ. BARS MATCHING SIZE and QUANTITY OF INTERRUPTED CHORD REINF'G (CONTINUE 72db BEYOND POCKET) 17 - STAGGER MECHANICAL SPLICE COUPLERS 24" MIN. FOR BARS IN THE SAME REINFORCEMENT LAYER and AT BARS ON OPPOSING SIDE OF WALL FOR WALLS WITH REBAR EACH FACE 2'- 0 " M I N . MECHANICAL COUPLER SPLICE LOCATION ON OPPOSITE SIDE OF WALL WHERE OCCURS, TYP. STEEL REINFORCEMENT BAR PER PLAN BAR-LOCK L COUPLER PER IAPMO ER-319, ZAP SCREWLOK TYPE 2 COUPLER PER IAPMO ER-796, OR APPROVED EQUAL MECHANICAL SPLICE COUPLER AT REBAR SPLICE, TYP. NOTE: SPECIAL INSPECTION IS REQUIRED FOR COUPLER INSTALLATION AS INDICATED IN DSA 103 FORM. BARE METAL DECKING PER PLANS,(SEE PLANS FOR SPAN DIRECTION) SEE ARCH FOR INSULATION NOT SHOWN - ATTACH TO LEDGER PER DECKING SCHEDULE 4x12x7/16 THK. BENT PLATE CONT. (2) ROWS 3/4" Ø THRU BOLTS @ 16" O/C STAGG'D LOCATE CHORD REINF'G WHERE OCCURS PER ELEVATIONS STD. 180° HOOK @ TOP OF WALL (AT 12" WALL PROVIDE STD. 90° HOOK) 4" 6" 1 1/2" BAR DIA. 1" CLR. OR ALTERNATE BENDS NOTES: 1. DETAILING SHOWN FOR 8" CMU WALL, 12" WALL SIMILAR WHERE CMU WALL IS BLOCKED OUT TO CONTINUE STEEL BEAM A L6x4x5/16 (LLV) MATCHING BEAM WIDTH EA. SIDE #4 x 4'-0" MIN. TY P . 1" C L R . 1/4 1/4 TYP. NOTES: 1. AT HEADED A.B. TO CMU WALL, PROVIDE NUT SNUG TIGHT CONDITION (DO NOT OVER TIGHTEN) 2. AT EXPANSION ANCHOR TO CMU WALL INSTALL USING INSTALLATION TORQUE NOTED IN ICC REPORT. AFTER ANCHOR HAS BEEN SET, BACK OFF NUT and SET IN SNUG TIGHT CONDITION (DO NOT OVER TIGHTEN)BARE METAL DECK PARALLEL TO WALL B L6x4x5/16x0'-8" (LLV) BOTH SIDES @ 48" O/C MAX 1/4 1/4 TYP. NON-BEARING CMU WALL PLATE 1/4"x24"x8" @ 48" O/C MAX BARE METAL DECK - ATTACHED TO STEEL PLATE PER DECKING SCHEDULE BARE METAL DECK PERPENDICULAR TO WALL C L6x4x5/16x8" (LLV) BOTH SIDES @ 48" O/C MAX 1/4 1/4 TYP. NON-BEARING CMU WALL PLATE 1/4"x18"x4'-0" @ 48" O/C MAX BARE METAL DECK - ATTACHED TO STEEL PLATE PER DECKING SCHEDULE 1" GAP (TOP OF CMU WALL TO UNDERSIDE OF STEEL PLATE) - FILL GAP W/ COMPRESSIBLE MATERIAL NON-BEARING CMU WALL 1" GAP (TOP OF CMU WALL TO UNDERSIDE OF STEEL PLATE) - FILL GAP W/ COMPRESSIBLE MATERIAL D DECK PERPENDICULAR TO WALL CMU WALL COMING UP TO UNDERSIDE OF STEEL DECK DECK PARALLEL TO WALL HOLES & 7/8Ø AB AT ANGLE W/ NUT & JAM NUT SNUG TIGHTEN ST NUT (2) #4 CONT #4x4'-0" (MIN) AT EACH AB PL WASHER 1/4x3 1/2x3 1/2 W/ 15/16"Ø HOLE L6x6x1/2 FOR A ≤ 4" OR L8x6x1/2 (SLV) FOR A > 4" W/ 2 1/2"Ø OVER SIZED HOLE @ 48" O/C WP WP 6" MAX A 3/16 3/16 MIN 4" 5" GUSSET PL 3/8 3/16Lx TO GUSSET PL 3/16 3/16GUSSET PL TO BM 2 MAX 1 MIN 1L3x3x3/8 @ 6'-0" MAX 1 " GAP (TOP OF CMU WALL TO UNDERSIDE OF DECK), FILL GAP W/ COMPRESSIBLE MATERIAL ANGLE and CONN. SEE PERP CONDITION PUDDLE WELD (2) PER FLUTE 3/16 3/16Lx TO BM L3x3x1/4 - COPE AT BEAM FLANGE 3/16Lx TO Lx PUDDLE WELD ALONG Lx @ 6" O/C 1 " GAP (TOP OF CMU WALL TO UNDERSIDE OF DECK), FILL GAP W/ COMPRESSIBLE MATERIAL BARE METAL DECK - ATTACHED TO STEEL PLATE PER DECKING SCHEDULE BARE METAL DECK - ATTACHED TO STEEL PLATE PER DECKING SCHEDULE BARE METAL DECK - ATTACHED TO STEEL PLATE PER DECKING SCHEDULE ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYP. CMU WALL ELEVATION AND DETAILS S6.62 Checker MONROE ST. POOL REPLACEMENT TYP. CMU WALL ELEVATION AND DETAILS N.T.S.1PIER REINFORCING AT 8" WALL (PLAN VIEW) N.T.S.2TYP. MASONRY ANCHOR BOLT DETAIL N.T.S.3VERTICAL CONDUITS IN CMU WALL N.T.S.4TYPICAL CHORD BAR CONTINUITY AT BEAM POCKET N.T.S.5TYPICAL BEAM BEARING PLATE IN CMU WALL N.T.S.6TYP REINFORCEMENT MECHANICAL SPLICE AT CMU WALL N.T.S.8TYP INTERIOR CMU WALL AT BARE MTL DECKING N.T.S.7TYPICAL NON-BEARING CMU WALL TOP CONN. 09/30/25 25680203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 EMBED PLATE ELEV.TYP. EMBED PLATE ELEV. BEAM PER PLAN - NO ATTEMPT IS MADE TO SHOW ROOF SLOPE SHEAR PLATE, WELD, AND BOLTS PER EMBED PLATE PER SCHEDULE ROW 1 ROW 2 ROW 3 CMU WALL and REINF. PER PLAN SHEAR PLATE 5 1/2" MIN. FROM BOLT TO TOP OF WALL WHERE NO PARAPET OCCURS ROW 1 ROW 2 ROW 3 SHEAR PLATE ROW 4 REBAR PER SCHEDULE 1 2" 6 " 6 " 6 " 2 1 / 2 " 2" 8" 2" 3" 3" 2" 8" 2" 2" 6 " 6 " 2 1 / 2 " 6 BARE METAL DECKING E M B E D PLATE S C H E D U L E PLATE SIZE W12x 1/2 BEAM SIZE THK.ROWS NO. OF BOLTS PER ROW ANCHOR BOLTS 3 2 1/2 4 2W14x, W16x W18x, W21x 1/2 4 2 REBAR (A706) - - (2) #6 x 54" W24x 1/2 5 2 (2) #6 x 54" W27x 5/8 5 2 (2) #6 x 54" W30x 3/4 6 2 (2) #6 x 54" 29.1 35.2 ULTIMATE (LRFD) BEAM END REACTION CAPACITY (kip) NOTES: 1. DETAILING SHOWN FOR 8" CMU WALL, 12" WALL SIMILAR 2. ANCHOR BOLTS TO BE 3/4"Ø A307 HEADED BOLTS. EMBED PER 8/S0.31 3. WHERE BEAM ATTACH BOTH SIDES OF WALL - PROVIDE THRU-BOLT AT SHARED ANCHOR ROWS. 4. OMIT REBAR WHERE PARAPET DOES NOT OCCUR. 5. OMIT REBAR WHERE OPENING ABOVE OCCURS. 8" and 12" WALL 23.0 16.8 29.1 23.0 R 01 S6.11 SIM. 4 S6.02 6" MIN DO NOT SPLICE VERT. BARS BARE METAL DECKING PER PLANS, (SEE PLANS FOR SPAN DIRECTION) SEE ARCH FOR INSULATION NOT SHOWN - ATTACH TO LEDGER PER DECKING SCHEDULE L8x4x7/16 LLV CONTINUOUS LEDGER WITH (2) 3/4"Ø HEADED A.B. AT 16" O/C STAGGERED (1st A.B. 6" FROM LEDGER ENDS OR FROM EDGES OF BLOCKOUTS FOR STEEL BEAMS) - ANCHOR BOLT INSTALLATION PER (2) HORIZ. BARS AT TOP OF WALL CMU WALL PER PLAN 2 1 / 2 " 4" 1 1/2" BAR DIA. 1" CLR. OR LOCATE CHORD REINF'G WHERE OCCURS PER ELEVATIONS NOTES: 1. DETAILING SHOWN FOR 8" CMU WALL, 12" WALL SIMILAR MINIMUM DECK BEARING PER ICC OR IAPMO REPORT, TYP. 2 S6.62 METAL SCREEN & A.B. TO CMU WALL PER OTHERS PE R A R C H MA X 2 ' - 0 " (E) CMU WALL 3/8"Ø ANCHOR 3- 3/8" EMBEDMENT W/ HILTI HY270 OR EQUIVALENT 1/2" PLATE 4" TY P2" 6" MIN 8 " T O C M U E N D (N) COLUMN/BEAM AND (E) CMU WALL EDGE 3/16 TOP OF (E) WALL DOWELS TO MATCH VERTICAL REINF (2) #5 CONTINUOUS90° STANDARD HOOK 2.FOR ADDITIONAL REINFORCING AT WALL OPENINGS AND ENDS SEE DETAIL 01/S6.61. 3.FOR CONDITION AT WALL INTERSECTIONS SEE DETAIL 03/S6.61. MASONRY WALL NOTES: 1. CONCRETE BLOCK WALL WITH ALL CELLS SOLID GROUTED. TYPICAL REINFORCING PER SCHEDULE BELOW: REINFORCING SCHEDULE MAX. HEIGHT VERTICAL REINFORCING HORIZONTAL REINFORCING 17'-0" #5 @ 16" O/C AT WALL CENTER LINE #5 @16" O/C ADJACENT TO VERTICAL REINF'G 72 d b 1'-4" 3" 1'- 0 " M I N PROVIDE OPEN END UNIT AT EACH VERTICAL BAR LOCATE VERTICAL BAR AT WALL CENTER LINE PLAN VIEW BAR PLACEMENT AT SINGLE CURTAIN CONDITION NOTE: LOCATE VERTICAL BARS and DOWELS FROM EXTERIOR and INSIDE FACES OF MASONRY WALL PER MASONRY SECTION OF GENERAL NOTES NOTE: MORTAR JOINT SHALL BE CONTINUOUS ALONG CONTROL JOINT CMU CONTROL JOINT ADDED VERT. REINF EA. SIDE OF CONTROL JOINT - SIZE TO MATCH WALL REINF. AS SCHEDULED BACKER ROD and CAULKING PER ARCH'L CMU WALL HORIZONTAL REINF. SHALL CONT. THRU JOINT RAKE JOINT TO MATCH DEPTH OF MASONRY FACE SHELL OF JOINT REBAR PER SCHEDULE PLAN VIEW TYP. BASE CONNECTION to SLAB ON GRADE NOMINAL WALL THICKNESS 8" - - - - ALTERNATE HOOK A A ELEVATION A-A CMU WALL PER PLAN/ELEV. HSS PER PLAN 1/4 FACE PL. 1/2" W/ (6) 1/2"Ø WELDED HEADED STUD 6" TYP. 2" 8" 1 0 " 2 " ADD (2) #5 5"3" 6" MIN 4" FACE PLATE 1/2" W/ (4) 1/2"Ø ANCHOR SET IN DRILL EPOXY PER GEN NOTES - 4 1/2" EMBEDMENT TY P2" 8" (E) CMU COLUMN EDGE 3/16 TOP OF (E) COLUMN (E) CMU COLUMN PER PLAN ELEVATION TYP 2"8" HSS BEAM PER PLAN MIN 8 " T O C M U E N D MIN 10" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYP CMU WALL DETAILS S6.63 Checker MONROE ST. POOL REPLACEMENT TYP CMU WALL DETAILS N.T.S.1TYPICAL BEAM CONNECTION to CMU WALL AT ROOF N.T.S.4TYPICAL PERIMETER CMU WALL at BARE METAL DECKING N.T.S.3NEW HSS TO (E) CMU WALL N.T.S.8TYPICAL NON-BEARING CMU WALL THICKENED SLAB DETAIL N.T.S.5HSS TO CMU CONN. N.T.S.6NEW HSS TO (E) CMU WALL AT FRONT ENTRANCE CANOPY 09/30/25 256822072032 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 13B S6.72 09B S6.72 06A S6.72 06B S6.72 13B S6.72 13B S6.72 07A S6.72 07B S6.72 01 S6.73 09C S6.72 CONTINUOUS SLOTTED TRACK PER STUD WALL SCHEDULE U.N.O. ORDINARY TRACK AT HEAD and SILL WHERE L < 2'-6" CONN. AT ENDS PER METAL DECKING CEILING WHERE OCCURS CONTINUOUS HORIZONTAL STRAPS AS REQUIRED PER NOTE 2 SINGLE STUD AT WALL ENDS U.N.O. CONCRETE SLAB T.O.C CONTINUOUS ORDINARY TRACK AT BOTTOM OF WALL PER SCHEDULE - FOR TRACK ANCHORACE, SPLICES and PIPE PENETRATIONS SEE SINGLE STUD AT JAMBS OF OPNGS. WHERE L< 2'-6" OPENING LENGTH L< 2'-6" LENGTH L< 12'-0" TYP. JAMB CONNECTION TO BASE U.N.O. TYP. SILL TO JAMB CONN. WHERE 4'-0" < L < 12'-0" TYP. SILL TO JAMB CONN. WHERE L < 4'-0" L < 12'-0"L < 12'-0" SILL PER SCHEDULE TYP. U.N.O. MANDATORY FULL HEIGHT BOX JAMB TYPICAL AT JAMBS W/ OPENINGS BOTH SIDES PER TYP. U.N.O.1st. POWDER ACTUATED FASTENER FROM WALL CORNERS, INTERSECTIONS, and ENDS #10 SCREW FROM ORDINARY TRACK TO EACH STUD FLANGE THRUOUT (NOT APPLICABLE AT STUD TO SLIP TRACK CONNECTIONS AT TOP OF WALL) MULTIPLE STUDS at CORNERS and INTERSECTIONS PER METAL STUD SIZE and SPACING PER STUD WALL SCHEDULE SILL PER SCHEDULE - CONNECT TO STUDS EACH END PER 1 BAY ORDINARY TRACK BLOCKING ADJACENT TO WALL OPENINGS (LOCATE AT HEADER and SILL) - CONNECT TO STUDS PER CONTINUE DOUBLE STUD FULL HEIGHT @ 48" O/C MAXIMUM U.N.O. TYP. U.N.O. FULL HEGHT JAMB TYPICAL ALL OPENINGS PER SCHEDULE TYP. U.N.O. TYP. HEADER TO JAMB CONN. WHERE 4'-0" < L < 12'-0" TYP. HEADER TO JAMB CONN. WHERE L < 4'-0" TYP. SILL TO JAMB CONN. WHERE 4'-0" < L <12'-0" SLOTTED TRACK AT TOP OF WALL TYP. SILL WHERE 4'-0" < L <12'-0" TYP. SILL WHERE L <4'-0" SLOTTED TRACK AT TOP OF WALL TYP. U.N.O. TYP. HEADER WHERE 4'-0" < L <12'-0" TYP. HEADER WHERE L <4'-0" TYP. SILL WHERE 4'-0" < L <12'-0" TYP. SILL WHERE L <4'-0" HEADER PER SCHEDULE TYP. U.N.O. 1' - 4" TYP. 6" T Y P . 4" TYP. 4' - 0" MAX. TYP. 4' - 0" MAX. TYP. 4' - 0" MAX. HSS HSS HSS TYPICAL INTERIOR STUD WALL ELEVATION I N T E R I O R H E A D E R S C H E D U L E (SEE 09/S6.72) I N T E R I O R S I L L S C H E D U L E (SEE 06/S6.72) I N T E R I O R J A M B S C H E D U L E (SEE 07/S6.72) I N T E R I O R S T U D W A L L S C H E D U L E MAX. OPNG. LENGTH "L" 4'-0" 8'-0" 12'-0" HEADER MATERIAL FLAT MEMBER MATCHING STUD MATERIAL W/ ORDINARY TRACK ABOVE PER STUD WALL SCHEDULE (2) 600S162-43 W/ ORDINARY TRACK TOP and BOTTOM PER STUD SCHEDULE (2) 800S162-43 W/ ORDINARY TRACK TOP and BOTTOM PER STUD SCHEDULE MAX. OPNG. LENGTH "L"SILL MATERIAL 4'-0" 8'-0" 12'-0" ORDINARY TRACK PER STUD WALL SCHEDULE FLAT MEMBER MATCHING STUD MATERIAL W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE (2) FLAT MEMBERS MATCHING STUD MATERIAL W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE MAX. OPNG. LENGTH "L"JAMB MATERIAL SECTION 4'-0" 8'-0" 12'-0" DOUBLE STUDS MATCHING STUD MATERIAL DOUBLE STUDS MATCHING STUD MATERIAL DOUBLE STUDS MATCHING STUD MATERIAL -54 MIL (16 GA.) MIN. THK MAXIMUM STUD HEIGHT "H" METAL STUD (SSMA TRACK DESIGNATION) and SPACING ORDINARY TRACK (SSMA DESIGNATION) VERT. SLOTTED TRACK (PER 13/S6.72) GAUGE REMARKS 17'-6" 24'-0" 400S162-43@16" O/C 600S162-43 @16" O/C 400T150-43 600T150-43 16 16 STUD WALL NOTES: 1. SEE LIGHT GAUGE METAL FRAMING GENERAL NOTES ON S0.02. 2. PROVIDE HORIZONTAL STRAPS and BLOCKING AT ALL STUD WALLS EXCEPT WHERE WALLCCAW FINISH OCCURS ON BOTH SIDES OF WALL. SEE DETAIL 01/S6.72. 3. STUD SIZES INDICATED ON SCHEDULE IS MINIMUM DESIGN WIDTH. PROVIDE WIDER STUDS OF SAME GAUGE, FLANGE, and RETURN SIZES IF ARCHITECTURAL CONSTRAINTS REQUIRE WIDER WALL THICKNESSES. 4. STUDS THAT ARE SUPPORTING LIGHT (BETWEEN 50lbs and 250lbs) EQUIPMENT or CASEWORK SHALL BE DOUBLE STUDS (16GA. MIN.) 5. WHERE PIPE, CONDUIT, ETC. RUN VERTICALLY WITHIN INTERIOR WALLS, POSITION PIPE and ADJACENT STUDS PER 20/S6.73 TYP. 4'-0" MAX. OPENING LENGTH 16'-0" > L> 12'-0" OPENING LENGTHOPENING LENGTH MA X I M U M S T U D W A L L H E I G H T " H " SLOTTED TRACK AT TOP OF WALL .OPENING L < 12'-0" OPENING LENGTH TYP. 4'-0" MAX. OPENING LENGTH L < 12'-0"OPENING LENGTH L < 12'-0" TYP. 4'-0" MAX. TYP. U.N.O. 29'-0"600S162-54 @16" O/C 600T150-54 14 12" MIN. 16'-0" (3) 800S162-54 W/ 16 GA ORDINARY TRACK TOP and BOTTOM PER STUD SCHEDULE 16'-0" (3) FLAT MEMBERS MATCHING STUD MATERIAL W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE 16'-0" DOUBLE STUDS MATCHING STUD MATERIAL -54 MIL (16 GA.) MIN. THK 29'-0"800S162-54 @16" O/C 800T150-54 14 01C S6.72 01 S6.73 07C S6.72 01C S6.72 06C S6.72 07B S6.72 11 S6.72 TYP. AT HSS POST 02 S6.72 01C S6.72 U.N.O. 01C S6.72 09A S6.72 06B S6.72 09C S6.72 01C S6.72 01C S6.72 09B S6.72 06C S6.72 06B S6.72 07A S6.72 07A S6.72 07A S6.72 07A S6.72 06A S6.72 09A S6.72 _ ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 1/4" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL LIGHT GAUGE FRAMING SCHEDULES and ELEVATIONS S6.71 PT MONROE ST. POOL REPLACEMENT TYPICAL LIGHT GAUGE FRAMING SCHEDULES and ELEVATIONS N.T.S.01TYPICAL INTERIOR STUD WALL SCHEDULES and ELEVATION 09/30/25 25682203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 BACK-TO-BACK STUDS MATCHING TYPICAL STUDS PER STUD SCHEDULE W/ (2) ROWS #10 SCREWS @24" O/C #10 SCREWS @ 24" O/C FINISH PER ARCH PLAN VIEW AT TYPICAL CORNERS PLAN VIEW AT TYPICAL INTERSECTIONS B A BRIDGING OPTION B STRAP OPTION A BLOCKING TO STUD CONNECTION C SECTION A-A STUD A A 1 1/2" COLD-ROLLED CHANNEL CONTINUOUS @ 48" O/C MAXIMUM AS REQUIRED PER NOTE 1 1 1/2" COLD-ROLLED CHANNEL OR L1-1/2x1-1/2x 16 GAUGE CLIP 1/4" SHORTER THAN STUD WIDTH (2) #10 SCREWS (4 TOTAL) (2) #10 SCREWS TO STUD WEB BLOCKING TRACK, OR SILL- CUT FLANGES and BEND #10 SCREW EACH STUD FLANGE STUD 2" x 18 GA. x CONTINUOUS HORIZONTAL STRAP @ 4'-0" O/C MAXIMUM WHERE REQUIRED PER NOTE 1 STUD #10 SCREW EACH STUD (4) #10 SCREWS EACH BLOCKING ORDINARY TRACK BLOCKING BETWEEN 2 ADJACENT STUDS AT EACH STRAP ADJACENT TO OPENINGS, AT EACH END OF WALL, and @ 8'-0" O/C HORIZONTAL MAXIMUMUM ATTACH TO STUD PER NOTES: 1. PROVIDE STRAPS, AS SHOWN EXCEPT WHERE WALL FINISH OCCURS ON BOTH SIDES. PLACE STRAPS ON ONE SIDE IF FINISH OCCURS ONLY ON OTHER SIDE. PLACE STRAPS ON BOTH SIDES OF STUDS WHERE NO FINISH OCCURS ON EITHER SIDE. 2. PROVIDE DRYWALL SCREWS @ 4" O/C TO TRACK BLOCKING WHEREVER BLOCKING OCCURS BEHIND DRYWALL FINISH. 3. DO NOT CUT OR DAMAGE VERTICAL STUDS DURING INSTALLATION OF CONNECTION ELEMENTS SUCH AS HEADERS, SILLS, BLOCKING, OR BRIDGING. 4. WHERE VERTICAL PIPE PENETRATION PIPE OCCURS, PROVIDE STRAP OPTION PER 1A and RELOCATE BLOCKING AS REQ'D. SECTION COLD ROLLED CHANNEL SPLICE EQ EQ 1' - 3" SPLICE 1 1/2" COLD ROLLED CHANNEL W/ (3) #10 SMS EA. SIDE 01C - TRIM FLAT STUD FLANGES and BEND WEB - ATTACH TO JAMB W/ (2) #10 SCREWS (2) #10 SCREWS BOTH SIDES TO JAMB TRIM TRACK WEB and EXTEND FLANGES TO LAP W/ SIDES OF JAMB FULL-HEIGHT JAMB SILL CONNECTION C SILL SECTION___SILL SECTION B A (2) ROWS #12 SHEET METAL SCREWS @ 12" O/C STUD #10 SCREW EA. STUD EA. FLANGE FLAT MEMBER MATCHING STUD MATERIAL PER STUD WALL SCHEDULE ORDINARY TRACK PER STUD WALL SCHEDULE STUD ORDINARY TRACK PER STUD WALL SCHEDULE 1" TYP. 10 " 10 " 10" TALL TRACK SECTION MATCHING TRACK AT BASE W/ (3) #10 SCREWS TO JAMB BOTH SIDES - OMIT AT L < 6'-0" OPENINGS ELEVATION AT 4" WALLS and SMALLER ELEVATION AT 6" WALLS and LARGER 1 3/4"4"3/4" 3" 3 3/4"3/4"1 3/4" 2" 3 / 4 " JAMB L3-1/2 (VERTICAL LEG) x 14 GA. (HORIZONTAL LEG LENGTH AS SHOWN) - LENGTH TO MATCH STUD WIDTH MINUS 1/4") W/ (2) POWDER DRIVEN FASTENERS (SCREW ANCHOR @ EXT. CONDITION) TO CONCRETE AS SHOWN (SEE 03/- FOR ADDITIONAL INFO) and (4) #12 SCREWS TO JAMB JAMBCONCRETE EDGE WHERE OCCURS PLAN VIEW AT 4" WALLS and SMALLER PLAN VIEW AT 6" WALLS and LARGER JAMB CONNECTION AT BASE C 1´-0" MAX.1´-0" MAX. 1/8 2-12 1/8 2-12 2" LONG AT ENDS - TYP 1/8 2-12 1/8 2-122" LONG AT ENDS - TYP BOX JAMB SECTION B FRONT-TO-BACK JAMB SECTION A FINISH PER ARCH STUDS MATCHING STUD MATERIAL PER SCHEDULE WALL OPENING WALL OPENING FINISH PER ARCH THIRD MEMBER WHERE OCCURS PER SCHEDULE WALL OPENING STUDS MATCHING STUD MATERIAL PER SCHEDULE 1/8 2-12 1/8 2-12 TYP. - 2" LONG AT ENDS 1/8 2-12 1/8 2-12 TYP. - 2" LONG AT ENDS (3) ROWS #12 SCREWS @ 12" O/C #10 SCREW EA. STUD EA. FLANGE CONTINUOUS TRACK TOP and BOTTOM PER SCHEDULE STUD TRIPLE HEADER MEMBERS PER SCHEDULE #10 SCREWS @ 12" O/C EACH FLANGE TRIM FLANGES and EXTEND WEBS TO LAP W/ SIDES OF JAMB (6) #10 SCREWS BOTH SIDES (12 SCREWS TOTAL) FULL-HEIGHT JAMB DO NOT CUT OR DAMAGE L1-1/2x1-1/2x16 GA. TOP and BOTTOM (LENGTH TO MATCH STUD WIDTH MINUS 1/2") W/ (3) #10 SCREWS EACH LEG 1" 1" EQ . E Q . 1" (2) ROWS #12 SCREWS @ 12" O/C CONTINUOUS TRACK TOP and BOTTOM PER SCHEDULE #10 SCREW EA. STUD EA. FLANGE #10 SCREWS @ 12" O/C EACH FLANGE STUD DOUBLE HEADER MEMBERS PER SCHEDULE TRIM FLANGES and EXTEND WEBS TO LAP W/ SIDES OF JAMB FULL-HEIGHT JAMB DO NOT CUT OR DAMAGE (4) #10 BOTH SIDES (8 SCREWS TOTAL) DEPTH OF WEB ATTACHING TO JAMB NO LESS THAN HEADER DEPTH MINUS 1/2" TYP. (2) ROWS #12 SCREWS @ 12" O/C TRACK TO TRACK STUD #10 SCREW EA. STUD EA. FLANGE 3" (2) #10 SCREWS BOTH SIDES TO JAMB ORDINARY TRACK PER STUD WALL SCHEDULE FLAT MEMBER MATCHING STUD MATERIAL PER STUD WALL SCHEDULE FULL-HEIGHT JAMB DO NOT CUT OR DAMAGE TRIM TRACK WEB and EXTEND FLANGES TO LAP W/ SIDES OF JAMB TRIM FLAT STUD FLANGES and BEND WEB - ATTACH TO JAMB W/ (2) # 10 SCREWS CONDITION AT FLAT MEMBER HEADER A 1" TYP. EQ . E Q . 1" #10 SMS @ 12" WIDTH STUD CONDITION AT DOUBLE STUD HEADER B HEADER SECTION HEADER TO JAMB CONNECTION HEADER SECTION HEADER TO JAMB CONNECTION CONDITION AT TRIPLE STUD HEADER C HEADER SECTION HEADER TO JAMB CONNECTION 1 1/4" MIN SLIP CONNECTION TO FLOOR/ROOF DECK B RIGID CONNECTION TO FLOOR/ROOF DECK A 14 GA. "Z" CHANNEL @ 24" O/C (12" O/C @ BARE METAL DECK), 16" LONG W/ (2) 3/8"Ø HILTI KB-TZ2 (PER GEN'L NOTES) 2 1/2" EMBED. TO CONCRETE FILLED METAL DECKING OR (4) #12 SCREWS TO BARE METAL DECKING CONT. ORDINARY TRACK PER SCHEDULE ON S6.71 STUDS PER STUD WALL SCHEDULE ON S6.71 NOTE: FOR REMAINDER OF INFO SEE CONDITION BELOW CONDITION AT ELEVATED CONCRETE DECKS OR WHERE WALL IS SKEWED OR PERPENDICULAR TO METAL DECKING SPAN #10 SCREW EA. STUD EA. FLANGE ELEVATED CONCRETE DECK, CONCRETE OVER METAL DECKING, OR BARE METAL DECKING (1) 3/8"Ø HILTI KB-TZ2 (PER GEN'L NOTES)2 1/2" EMBED. @ 24" O/C STAGGERED, PROVIDE 6"xSTUD WIDTH x 12 GA. WASHER AT EACH ANCHOR TO ELEVATED CONCRETE DECK OR (2) #12 SCREWS @ 12" O/C TO BARE METAL DKG. CONDITION WHERE WALL IS PARALLEL TO METAL DECKING SPAN 1-1/2 1-1/2 (2) #12 SCREWS 2" 1" 3/4" TYP. SLOTTED TRACK PER SCHEDULE ON S6.71 or S6.71 STUDS PER STUD WALL SCHEDULE ON S6.71 or S6.71 STUDS PER STUD WALL SCHEDULE ON S6.71A or S6.71B - FASTEN TO SLOTTED TRACK PER CONDITION BELOW C SCREWS NOTE: DO NOT ATTACH WALL FINISH TO SLOTTED TRACK CONDITION AT ELEVATED CONCRETE DECKS OR CONDITION WHERE WALL IS SKEWED OR PERPENDICULAR TO METAL DECKING SPAN SLOTTED TRACK PER SCHEDULE ON S6.71 or S6.71 CONDITION WHERE WALL IS PARALLEL TO METAL DECKING SPAN (2) 0.157" DIA HILTI X-U SHOT PINS (1 1/2" MIN. EMBED) (PER GEN'L NOTES) @ 12" O/C TO ELEVATED CONCRETE DECK OR AT EA LOW FLUTE TO ELEVATED CONCRETE FILLED METAL DECK (MECHANICAL FASTENERS AT EXTERIOR CONDITIONS) OR (2) #12 SCREWS @ 12" O/C TO BARE METAL DECKING AT LOW FLUTE. PLATE 14 GA.x6"x18" @ 12" O/C W/ (4) HILTI X-U SHOT PINS 0.157DIA. (1 1/2" MIN. EMBED) (PER ESR-2269) TO CONCRETE FILLED METAL DECKING (MECHANICAL FASTENERS AT EXTERIOR CONDITIONS) OR (4) #12 SCREWS TO BARE METAL DECKING L 3/ 4 " 1 1 / 4 " 1"1" SCREWS 1 1 / 4 " 3/4 " #10 SMS WITH 5/8" DIA GALV WASHERS CENTERED IN SLOTTED HOLES - ALLOW FOR VERTICAL MOVEMENT - DO NOT FULLY TIGHTEN SCREWS (3 TREAD ENGAGEMENT MINIMUM) SLOTTED TRACK DIAGRAM 1 /2 " 1 /2 " 1" 1 /4 " 1 6 " O N C E N T E R S T A G G E R 2 1 /2 " 1 1/2 " 3/4" 1/4"x4" SLOTTED HOLE, TYP. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS S6.72 JW/BN MONROE ST. POOL REPLACEMENT TYPICAL LIGHT GAUGE METAL FRAMING DETAILS N.T.S.02TYPICAL METAL STUD CONSTRUCTION at CORNERS and INTERSECTIONS N.T.S.01TYPICAL METAL STUD STRAPPING OR BRIDGING DETAIL N.T.S.06TYPICAL STUD WALL SILL CONSTRUCTION AT OPENINGS N.T.S.07TYPICAL STUD WALL JAMB CONSTRUCTION AT OPENINGS N.T.S.09TYPICAL STUD WALL HEADER CONSTRUCTION AT OPENINGS N.T.S.13TYP. RIGID and SLIP CONN. AT TOP OF STUD WALL TO FLOOR/ROOF DECK 09/30/25 25683203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 ATYP. BASE DETAIL BASE AT CURB DETAIL B BOTTOM TRACK SPLICE DETAIL C BOTTOM TRACK PENETRATION DETAIL D 9" MAX.9" MAX. PIPE BOTTOM TRACK SIMPSON ST6215 STRAP W/ (3) #10 SCREWS EACH END EACH TRACK FLANGE TRACK SPLICE - 12" LONG STUD PIECE MATCHING TRACK WIDTH W/ (6) #10 SCREWS EA. SIDE (12 TOTAL) STUDS PER SCHEDULE BOTTOM TRACK 9" MAX.9" MAX. 2" MIN. 3/8"Ø HILTI KH-EZ SCREW ANCHOR (PER GENERAL NOTES) W/ 2.5" EFFECTIVE EMBED, SPACED PER SCHEDULE MAX. STUD HEIGHT POWDER ACTUATED FASTENER OR SCREW ANCHOR SPACING AS DETAILED 17'-6" 29'-0" 24" 16" S C H E D U L E POWDER ACTUATED FASTENERS (SEE GENERAL NOTES) SPACED PER SCHEDULE - PROVIDE 1-1/2" MINIMUM EMBED INTO CONCRETE- SEE NOTE 2 STUDS PER STUD SCHEDULE ON 01/S6.71 CONTINUOUS ORDINARY TRACK PER STUD WALL SCHEDULE 01/S6.71 #10 SCREW EA. STUD EA. FLANGE SLAB EDGE WHERE OCCURS 2" MIN. MIN. 2" NOTES: 1. MINIMUM (3) POWDER ACTUATED FASTENERS OR (2) SCREW ANCHORS PER SECTION OF TRACK. 2. PROVIDE SCREW ANCHORS PER 1B/- AT EXTERIOR WALLS, INTERIOR WALLS WITH CURBS, AND INTERIOR WALLS SUPPORTING ANY CABINETRY - OR - ANY EQUIPMENT HEAVIER THAN 40 LBS.KICKER TO WALL CONNECTION A A 1 1 MAX. STUDS PER STUD WALL SCHEDULE 1 1 MAX. KICKER @ 4'-0" O/C PER SECTION A-A W/ (4) #10 SCREWS TO STUD - PROVIDE (2) KICKERS AT JAMBS and MULTIPLE STUDS (1 EACH SIDE) STRONGBACK WHERE REQ'D PER SECTION A-A TOP OF CEILING FRAMING 1" MAX .BRACE LENGTH (12'-0" MAX.)3" M A X . (4) #10 SMS SECTION A-A STRONGBACK (MATCHING KICKER SECTION) AT EACH KICKER WHERE LENGTH IS > 7'-6" - PROVIDE #10 SCREWS @ 16" O/C TO KICKER (1st SCREW 6" FROM ENDS) AT EXTERIOR PROVIDE 600S162-54 (INTERIOR PROVIDE 400S162-54) KICKER @ 4'-0" O/C - ALTERNATE KICKERS EACH SIDE AT INTERIOR WALL CONDITIONS - 2 KICKERS MINIMUM PER WALL AT BRACE CONN. TO Wx BM. SEE AT BRACE CONN. TO METAL DECK SEE 17 S6.73 13 S6.74 XXXT150-XX CONTINUOUS TRACK MATCHING DEPTH and GAUGE OF CEILING OR SOFFIT JOISTS W/ #10 SCREW EACH FLANGE TO EACH JOIST POWDER ACTUATED FASTENERS (PER GENERAL NOTES) - (2) ROWS OF FASTENERS @ 16" O/C STAGGERED CEILING OR SOFFIT JOIST - BEND WEB and SHOOT PINS THRU TRACK TO WALL PERPENDICULAR TO WALL CONTINUOUS CEILING OR SOFFIT JOIST OR XXXT150-XX CONTINUOUS TRACK MATCHING DEPTH AND GAUGE OF CEILING JOISTS OR SOFFIT JOISTS PARALLEL TO WALL CEILING OR SOFFIT JOIST TO CONCRETE OR CONCRETE BLOCK WALL C CEILING OR SOFFIT JOIST CONTINUOUS CEILING OR SOFFIT JOIST W/ SCREWS TO STUD WALL PER STUD CEILING OR SOFFIT JOIST PARALLEL TO STUD WALL B CEILING OR SOFFIT JOIST PERPENDICULAR TO STUD WALL A XXXT150-XX CONTINUOUS TRACK MATCHING DEPTH and GAUGE OF CEILING OR SOFFIT JOISTS W/ #10 SCREW EACH FLANGE TO EACH JOIST #10 SCREWS EACH JOIST WEB TO EACH STUD - 2 SCREWS FOR 6" JOISTS and LESS, 3 SCREWS FOR 8" JOISTS, and 4 SCREWS FOR 10" and 12" JOISTS CEILING OR SOFFIT JOIST - BEND WEB and SCREW THRU TRACK TO STUD ALTERNATE CONDITION STUD CEILING OR SOFFIT JOIST CONTINUOUS L1-1/2x1-1/2x16 GA. W/ #10 SCREW EACH LEG TYPICAL CONDITION NOTES: 1. PROVIDE CEILING OR SOFFIT JOIST LATERAL BLOCKING PER DETAIL 09/-. A SOLID LATERAL JOIST BLOCKING TO MATCH DEPTH, SIZE and GAUGE OF JOIST CUT FLANGE, BENT WEB 2" EACH END OF BLOCKING W/ (2) #10 SCREWS EACH LEG AT ALL JOISTS EXCEPT USE (3) #10 SCREWS EACH LEG AT 8" JOISTS and (4) #10 SCREW EACH LEG AT 10" JOISTS CEILING OR SOFFIT FINISH PER ARCHITECTURAL JOIST WHERE FINISH DOES NOT OCCUR, PROVIDE CONTINUOUS HORIZONTAL STRAP PER 01 S6.72 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS Copy 1 S6.73 JW/BN MONROE ST. POOL REPLACEMENT TYPICAL LIGHT GAUGE METAL FRAMING DETAILS Copy 1 N.T.S.01TYP. STUD WALL BASE CONSTRUCTION TO CONCRETE N.T.S.05TYPICAL KICKER DETAIL N.T.S.06TYPICAL CEILING OR SOFFIT JOIST TO WALL CONNECTION DETAILS N.T.S.09TYP. JOIST LATERAL BLOCKING 09/30/25 25684203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 4 - 06 S6.72 09 S6.72 OPENING LENGTH L < 2'-6" CLG HT TOP CONC 0'-0" UNDERSIDE OF STRUCTURE CONT HORIZ STRAPS AS REQ PER NOTE 3 CLG WHERE OCCURS FULL HEIGHT JAMB TYPICAL ALL OPENINGS PER SCHEDULE TYP UNO SINGLE STUD AT WALL ENDS UNO 1 BAY ORDINARY TRACK BLOCKING ADJACENT TO WALL OPENINGS (LOCATE AT HEADER & SILL) CONNECT TO STUDS PER CONT SLOTTED TRACK PER SCHEDULE ABOVE FULL HEIGHT STUDS UNO 1st POWDER ACTUATED FASTENER FROM WALL CORNERS, INTERSECTIONS & ENDS #10 SCREW FROM ORDINARY TRACK TO EA STUD FLANGE THRUOUT (NOT APPLICABLE AT STUD TO SLIP TRACK CONNECTIONS AT TOP OF WALL) MTL STUD SIZE & SPACING PER STUD WALL SCHEDULE, FULL HEIGHT WHERE OCCURS PER ARCH SINGLE STUD AT JAMBS OF OPNGS WHERE L < 2'-6" 2 SHOT PINS 4" APART, TYP AT JAMBS ORDINARY TRACK AT HEAD & SILL WHERE L < 2'-6" - CONN AT ENDS PER SILL PER SCHEDULE TYP UNO HEADER PER SCHEDULE TYP UNO (E) CONC SLAB DOUBLE STUD BACK TO BACK ASSY SCREW TOGETHER W/ (2) #10 SMS @ 18" OC WHERE OPENING IS > THAN 6'-0" PROVIDE KICKERS AT WALL ENDS AND ABOVE JAMBS KICKER AT ABOVE JAMBS PER TYP UNO HEADER PER SCHED (VIF) SEE ARCH CONT ORDINARY TRACK PER SCHED W/ POWDER ACTUATED FASTENERS (SEE GENERAL NOTES) SPACED @ 24" OC PROVIDE 1-1/8" MIN EMBED INTO CONC. FOR PLY WD STRUC FLR DECK, PROVIDE 1/4" DIA WS SPACED AT 24" OC W/(2) TREAD MIN PASS THICKNESS OF PLY WD DIAPHRAGM. SILL TO JAMB TYP UNO TYP UNO TYP UNO TYP 1'-4" TYP 1'-4" L < 12'-0" OPENING LENGTH L < 12'-0" OPENING LENGTH 4" 5A -TYP UNO 2C S6.72 5E - 2C S6.72 MA X I M U M W A L L H E I G H T " H " 2C S6.72 SILL MATERIAL 4'-0" 8'-0" JAMB MATERIAL 4'-0" 8'-0" SECTION DOUBLE STUDS MATCHING STUD MATERIAL MAX OPNG LENGTH "L"MAX OPNG LENGTH "L" ORDINARY TRACK PER STUD WALL SCHEDULE FLAT MEMBER MATCHING STUD MATERIAL W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE I N T E R I O R S I L L & H E A D E R S C H E D U L E I N T E R I O R J A M B S C H E D U L E DBL STUD BACK TO BACK #8 SMS @ 18" O/C 5E - 16'-0"DOUBLE STUDS - 54 MIL (16 GA) MIN GAUGE TRACK SLOTTED MAX STUD HEIGHT "H" I N T E R I O R S T U D W A L L S C H E D U L E METAL STUD (SSMA DESIGNATION) & SPACING ORDINARY TRACK (SSMA DESIGNATION) 18600S125-33 @ 24" O/C 600T125-3315' - 0" REMARKS TYP WALL STUDS 16'-0" (2) 800S162-43 W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE DOUBLE STUDS MATCHING STUD MATERIAL SILL MATERIAL CSEE (2) 600S125-33 W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE (2) 800S162-43 W/ ORDINARY TRACK BELOW PER STUD WALL SCHEDULE JAMB & HEADER FOR OPENINGS < 4'-0" 20 GA STIFFENER MATCHING WIDTH OF WALL 20 GA TRACK 18" LONG W/ (4) #8 SMS #10 SCREW EA SIDE (4) #8 SCREWS HEADER PER SCHED JAMB PER SCHED ORDINARY TRACK PER SCHED H E A D SHOT PINS PER ELEV C STUD WALL NOTES: 1. SEE ARCHITECTURAL PLANS FOR WALL TYPES AND LOCATION. 2. SEE LIGHT GA MTL FRAMING GENERAL NOTES. 3. PROVIDE HORIZ STRAPS (OR OPTIONAL BRIDGING) AT ALL STUD WALLS EXCEPT WHERE WALL FINISH OCCURS ON BOTH SIDES OF WALL. SEE DETAIL 2 / - 4. STUD SIZES INDICATED ON SCHEDULE IS MIN DESIGN WIDTH. REFER TO PLAN FOR SPECIAL SIZE STUDS WHERE INDICATED ON ARCHITECTURAL OR IN DETAILS. PROVIDE WIDER STUDS OF SAME GAUGE, FLANGE, & RETURN SIZES IF ARCHITECTURAL CONSTRAINTS REQ WIDER WALL THICKNESSES. 5. PROVIDE MULTIPLE STUDS AT CORNERS & INTERSECTIONS, CONN STUDS TOGETHER W/ #10 SMS @ 24" OC. 1 1 / 4 " 3/ 4 " 1 1 / 4 " 3/ 4 " SLOTTED TRACK PER SCHEDULE W/ (2) #10 SCREWS TO EA PLATE ABOVE STUDS PER ARCH - FASTEN TO SLOTTED TRACK PER CONDITION TO THE RIGHT CL SCREWS STUDS PER ARCH - FASTEN TO SLOTTED TRACK PER CONDITION TO RIGHT CL SCREWS NOTE: DO NOT ATTACH WALL FINISH TO SLOTTED TRACK CONDITION AT WOOD DECK OR CONDITION WHERE WALL IS SKEWED OR PERPENDICULAR TO WOOD FRAMING SPAN 18 GA SLOTTED TRACK CONDITION WHERE WALL IS PARALLEL TO WOOD FRAMING SPAN SLOTTED TRACK DIAGRAM 1 /2 " 1 /2 " 1 " 1 /4 " 2 1 /2 " 1 1 /2 " PLATE 16GA 6"x16" @ 24" O/C W/ (4) SIMPSON SDS 1/4" SCREWS W/ 1 1/2" PENETRATION INTO (E) WOOD MEMBER SIMPSON SDS 1/4" SCREWS W/ 1 1/2" PENETRATION INTO EA (E) WOOD MEMBER - MAX 24" O/C SPACING (E) WOOD FRAMING SLOTTED TRACK PER SCHEDULE W/ (2) #10 SCREWS TO EA PLATE ABOVE (E) WOOD FRAMINGBRACE LENGTH(9'-8" MAX)BRACE LENGTH -(9'-8" MAX)KICKER TO WALL CONNECTION UNDERGRID PARTITION CONN KICKER TO WOOD ROOF KICKER @ 4'-0" O/C PER SECTION A-A W/ (4) #10 SCREWS TO STUD STUDS PER STUD WALL SCHEDULE TOP OF CLG FRAMING CONT ORDINARY TRACK PER SCHED 1 1(E) WOOD FRAMING KICKER CUT FLANGE & BENT WEB & SCREW TO TOP TRACK W/ (2) #10 SCREWS ACT TILE 1'- 4 " 2x6 BLOCKING AT EA BRACE A 1 1 MAX 1" MAX . STRONGBACK WHERE REQ'D PER SECTION A-A C MA X 3" (4) #10 SMS SECTION A-A 400S162-33STRONGBACK AT EACH KICKER WHERE LENGTH IS > 7'-6" - PROVIDE #10 SCREWS @ 16" O/C TO KICKER (1st SCREW 6" FROM ENDS) 400S162-54 KICKER @ 4'-0" O/C - ALTERNATE KICKERS EACH SIDE AT INTERIOR WALL CONDITIONS - 2 KICKERS MINIMUM PER WALL B 16 S6.72 1-1/2" x 18 GA CONT STRAP W/ #10 SMS EA STUD PROVIDE STRAP AT MIDPOINT FOR SPANS UP TP 10'-0" AND AT 1/3 POINTS > THAN 10'-0" INTERIOR STUD WALL PER SCHEDULE CLG OR SOFFIT JOISTS PER PLANS, INDICATED DETAILS, ARCH DWGS & SCHEDULE CONC CURB WHERE OCCURS MAX SPAN CLG or SOFFIT JOIST SILL ATTACHMENT PER ELEVATION J O I S T S C H E D U L E TYP. KICKERS PER @ PARTIAL HT WALLS BLOCKING AT 48" OC ATTACH TO JOIST PER UPPER ATTACHMENT PER DIAGRAM ON THE LEFT 01 - 05 - 01C S6.72 600S162-43 @ 16” O/C16'-0" SPAN 1/2" TYP (E) 2x6 SUB-PURLINS PER PLAN SIMPSON SDS 1/4" SCREWS TO EA BLKG PRE-DRILL HOLES IN TRACK CONT 16GA TRACK W/ #10 SCREW EA STUD EA FLANGE STUDS PER STUD WALL SCHEDULE CONDITION WHERE WALL IS PERPENDICULAR OR SKEWED TO JOIST SPAN 1/2" TYP 2x BLKG MATCHING DEPTH OF SUB-PURLIN W/ SIMPSON A34 BOTH ENDS SIMPSON SDS 1/4" SCREWS TO EA BLKG PRE-DRILL HOLES IN TRACK CONT 16GA TRACK W/ #10 SCREW EA STUD EA FLANGE STUDS PER STUD WALL SCHEDULE CONDITION WHERE WALL IS PARALLEL TO JOIST SPAN (E) GYP BD PATCH and REPAIR TO MATCH (E) AS REQD SISTERED 2x TO (E) 2x MATCHING DEPTH W/ 16d NAILS @ 12" O/C STAGG (E) PLYWOOD SHTG (E) PLYWOOD SHTG N.T.S.01TYP INTERIOR STUD WALL SCHEDULES AND ELEVATION N.T.S.04TYP SLIP CONNECTION AT TOP OF STUD WALL TO DECK N.T.S.05KICKER CONNECTION N.T.S.03TYP CLG & SOFFIT FRAMING SECTION & SCHEDULE ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS S6.74 DS MONROE ST. POOL REPLACEMENT TYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS N.T.S.06TYP SOFFIT HANGER TO WOOD ROOF 09/30/25 25685203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 END CONDITION__ 1/4" "U" PLATE W/ (2) 5/8"Ø BOLTS 1/4" STRAP EA. SIDE W/ (2) 5/8"Ø BOLTS WOOD POST PER PLAN POST and STRAP 1 1/4" VERTICALLY SLOTTED HOLES TYP PLACE BOLTS @ TOP OF SLOT A NOTES: 1. DAP IN POST STRAPS WHEN POST IS GREATER THAN BEAM WIDTH. 2. EASE BEAM CORNERS TO FIT RADIUS OF "U" PLATE 3. PROVIDE SLOPED BEARING SEAT MATCHING ROOF SLOPE AS REQUIRED TO ACHIEVE FULL BEARING 4. ORIENT BOLT HEADS TO ACCOMODATE ARCHITECTURAL FINISHES. FINAL ORIENTATION DETERMINED BY ARCHITECT. WHEN POST SIZE IS < BEAM WIDTH TYP WHEN POST SIZE IS = BEAM WIDTH TYP 3/16 2 1/2" 8"1 1/2" 3 1 / 2 " 1 1 / 2 " 3" 4" 3" 1 1 / 2 " 1/4" CENTER CONDITION__ 1 1/4" VERTICALLY SLOTTED HOLES TYP PLACE BOLTS @ TOP OF SLOT SPLICE WHERE OCCURS MST27 ON EACH SIDE 1/4" STRAP EA. SIDE W/ (2) 5/8"Ø BOLTS (SEE CONDITION A FOR LOCATION and SPACING) 1/4" "U" PLATE W/ (4) 5/8"Ø BOLTS 1/4" "U" PLATE W/ (2) 5/8"Ø BOLTS B WOOD POST PER PLAN POST and STRAP 3/16TYP. 1'-0" 1 1/2"1 1/2" 2 1/2" O P E N (E)JOIST(3) BAYS 2x4 FLAT BLOCKING AS REQUIRED UNDER STRAPS W/ SIMPSON Z2 CLIPS BOTH ENDS TO JOIST SIMPSON MSTI48 STRAP W/ NAILS IN EVERY OTHER HOLE PLAN VIEW AT SMALL OPENINGS and PENETRATIONS__ PLAN VIEW AT LARGER OPENINGS__ SISTER (N) 2X TO MATCH (E) JOISTS PER 5/- SIMPSON MST48 FULLY NAILED AT EA CORNER OF OPENING (4 TOTAL PER OPENING) O P E N (2) BAYS 3x CONVENTIONAL OR (2) BAYS 3 1/2" WIDE PSL BLOCKING MATCHING JOIST DEPTH (REQ UNDER STRAPS AT EA CORNER) - PROVIDE SIMPSON U HANGER BOTH ENDS EA BLOCK TO JOIST - TYP 4x CONVENTIONAL OR 3 1/2" WIDE PSL HEAD-OUT MEMBER MATCHING JOIST DEPTH W/ SIMPSON HU EA END TO DOUBLE JOISTS A B JOIST SPACING V.I.F EQ EQ MAX 4'-0" TYP. EQ TYP. EQ MA X . 4' - 0 " MA X . 2' - 8 " (E) 2x JOIST PER PLAN W/ SIMPSON JB HANGER TYP PLY WD SHEATHING PER PLAN STRAP WHERE OCCURS, SEE PLAN (2) ROWS 10d @ 4" O/C (E) CONT 2x BLKG, TYP (N) WOOD BEAM PER PLAN NOTE: CONTRACTOR SHALL PROVIDE ADEQUATE SHORING CONT SHAPED 2x10 FLAT W/ (4) 16d NAILS EA. JOIST, SPACE 16d NAILS @ 3" MIN. STAGGERED SIMPSON A34 EA. SIDE OF EA. BRACE, STAGGERED B.N. (3) 3/8"Øx7" LAG SCREW W/ PLATE WASHER AT EA. BLKG CONT 2x6 FLAT W/ (2) 16d @ 8" OC TO SHAPED 2x10 SIMPSON TSP W/ (3) 10d TO FLAT 2x6, (3) 10d TO SHAPED 2x10, and (9) 10d x 1 1/2 TO 2x6 BRACE CONT SHAPED 2x10 FLAT W/ (4) 16d NAILS EA. JOIST, SPACE 16d NAILS @ 3" MIN. STAGGERED SIMPSON A34 EA. SIDE OF EA. BRACE, STAGGERED B.N. 1 3/4" (3) 3/8"Øx7" LAG SCREW W/ PLATE WASHER EA. BLKG CONT 2x6 FLAT W/ (2) 16d @ 8" OC TO SHAPED 2x10 SIMPSON TSP W/ (3) 10d TO FLAT 2x6, (3) 10d TO SHAPED 2x10, and (9) 10d x 1 1/2 TO 2x6 BRACE 1 3/4"1 3/4" APARALLEL CONDITION PERPENDICULAR CONDITION B CONT 4x6 BLKG W/ SIMPSON HU HANGER AT ONE END and HUC HANGER AT OPPOSITE END (ALT. HU and HUC HGR. AT OPPOSING SIDES OF ROOF JOIST) PLY WD SHEATHING TO MATCH EXISTING E.N., TYP E.N. SIMPSON MSTA49 AT EA STUD SOLID 4x6 BLKG W/ SIMPSON "HU" HANGER AT ONE END & HUC HANGER AT OPPOSITE END (ALT HU & HUC HGR. AT OPPOSING SIDES OF ROOF JOIST) 2x6 CONT SHAPED BLK'G 2x CONT SHAPED BLK'G SIMPSON A35 EA STUD, TOP & BOTTOM 2x6 BRACE @ 16" OC W/ (4) 16d TO STUDS PLY WD ROOF SHEATHING PER PLAN MATCH EXISTING B.N. E.N. B.N. 2' - 0 " M A X . PE R A R C H ' L 1 1 PE R A R C H ' L ( 3 ' - 0 " M I N . ) CONT 2x SILL PLATE W/ (2) 16d NAILS @ 8" OC STAGGERED TO BEAM BELOW CONT 2x6 BLOCK @ MID-POINT OF BRACE WHEN LENGTH OF BRACE EXCEEDS 6'-0" (E) BEAM/DBL JOISTS PER PLAN (CENTER W/ WALL STUD, FILL SIDES AS REQ TO MATCH WIDTH) APERPENDICULAR CONDITION E.N., TYP E.N. B.N. E.N. B.N. 2' - 0 " M A X . PE R A R C H ' L 1 1 4 ' - 6 " BPARALLEL CONDITION 4x6 BLKG @ 16" OC W/ SIMPSON "HU" HANGER EA END, TYP AT BAYS SURROUNDING PARAPET CONN TO ROOF NOTE: FOR REMAINDER OF INFO SEE PERPENDICULAR CONDITION WALL BLW AS OCCURS PER PLAN 07 - 07 - EXISTING JOIST EXISTING JOIST 2x6 STUDS @16" O/C EXISTING DBL JOIST (V.I.F.) OR (N) 4x8 BEAM (N) WOOD POST PER PLAN POST and STRAP (E) BM PER PLAN (E) DBL STUDS UNDER BEAM MST27 EA SIDE 10d BN MATCHIN EXISTING NAILING PLYW SHTG 01 - (N) WOOD BM PER PLAN 16" 16" ELEVATION (2) 16d @ 16" O/C ES STAGGERED (2) 16d @ 16" O/C STAGGERED (2) 2x OR (3) 2x MEMBERS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYP WOOD FRAMING DETAILS S6.81 Checker MONROE ST. POOL REPLACEMENT TYP WOOD FRAMING DETAILS N.T.S.1TYP. WOOD BEAM TO WOOD POSTN.T.S.4TYP. OPENINGS IN ROOF 1" = 1'-0"3JOIST TO WOOD BEAM CONN. N.T.S.7TYP. PARAPET BRACING SUPPORT CONN N.T.S.8PARAPET FRAMING AT BEAM 1" = 1'-0"6TYPICAL (N) WOOD BEAM TO (E) WOOD BEAM1 1/2" = 1'-0"5SISTER BEAM 09/30/25 25686203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 F.F. B.O. (E) FTG. (E) FTG. - VIF (E) CONC. SLAB ON GRADE (N) POST PER PLAN'ABU' POST CONNECTOR W/ 3/8"Ø TITEN HD OF STUD and (E) FTG SECTIONS AT BASE OF PARTITION SECTIONS AT TOP OF PARTITION S C H E D U L E JOIST 2x CONT P.T.D.F. SILL PLATE W/ POWDER ACTUACTED FASTENERS (PER GEN'L NOTES) @ 24" O/C - LOCATE 1st and 2nd FASTENERS 6" and 16" FROM PLATE ENDS TOP OF CONC CURB JOIST PARALLEL TO JOISTS TYP CONDITION 2x4 @ 48" O/C W/ (2) 16d END NAILS OR SIMPSON A34 EA SIDE FINISH PER ARCH (2) 2x CONT TOP PLATES (2) 2x CONT TOP PLATES (2) ROWS 2x CONVENTIONAL OR 1 3/4" LVL SOLID BLKG W/ (3) 16d END NAILS OR (2) SIMPSON A34's EA END - SEE ARCH PERPENDICULAR OR SKEWED TO JOISTS TYP CONDITION PARALLEL TO and DIRECTLY BELOW JOISTS (2) 2x CONT TOP PLATES JOIST (2) BAYS 2x CONVENTIONAL OR 1-3/4" LVL BLOCKING @ 48" O/C W/ (3) 16d END NAILS OR (2) SIMPSON A34's EACH END FINISH PER ARCH PLYWOOD E.N. TO BLOCKS CONNECTION TO CONCRETE SLAB (NO CURB) 22'-0" 29'-0" MAX STUD HEIGHT CONNECTION TO CONCRETE CURB 2x CONT P.T.D.F. SILL PLATE W/ 3/8"Ø CONCRETE SCREW ANCHORS (PER GENERAL NOTES) @ 24" O/C - 3" MIN EMBED - LOCATE 1st ANCHOR 9" FROM PLATE ENDS TOP OF CONCRETE SLAB2x6 @ 16" O/C STUD SIZE and SPACING 14'-0" 2x4 @ 16" O/C 2x8 @ 16" O/C NOTES: 1. SEE SCHEDULE BELOW FOR NON-FRAME PARTITION MINIMUM STUD SIZES. 2.STUD SIZES INDICATED ON SCHEDULE ARE MINIMUM DESIGN SIZES - PROVIDE WIDER 2x STUDS OF SAME SPACING IF ARCHITECTURAL CONSTRAINTS REQUIRE WIDER WALLS PENETRATION 1 1 / 2 " 3 1 / 2 " GA P 1/ 2 " GA P 1/ 2 " GA P 1/ 2 " 2x6 CONT EA SIDE W/ (2) 10d PER BLOCK/JOIST, TYP (SPACED 3" O/C) GYP. BOARD SHTG WHERE OCCURS WHERE GYP. BOARD OCCURS DO NOT INTERRUPT and MAINTAIN 1/2" CLR FROM GYP. 3. REFER TO 15/- FOR SECTIONS AT TOP OF PARTITION AT WOOD I-JOIST FRAMING 2x6 CONT EA SIDE W/ (2) 10d PER BLOCK, TYP (SPACED 3" O/C) ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 WOOD FRAMING DETAILS S6.82 Checker MONROE ST. POOL REPLACEMENT WOOD FRAMING DETAILS 3/4" = 1'-0"4NEW POST AT (E) SOG/FTG 1" = 1'-0"2TYP NON-BEARING PARTITION DETAILS 09/30/25 25687203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 AB MATCHING STUD SPACING (16" O/C at CONCRETE WALLS) 3 SCREWS (OR ANCHORS) PER ROW EQUIPMENT (200# MAXIMUM) TYPICAL ELEVATION 2 ROWS BACKING TRACK AT EACH SCREW ROW EQUIPMENT (200# MAX.) 1/4" SELF TAPPING FASTENER PER GENERAL NOTES 16 GA. METAL STUDS @ 16" O/C SIDE ELEVATION EQUIPMENT (200# MAX.) 3/8"Ø CONCRETE SCREW PER GENERAL NOTES W/ 2 1/2" MIN. EMBEDMENT CONCRETE WALL AT CONCRETE WALL AT METAL STUD WALL TY P . 2" HE I G H T WIDTH EQUIPMENT (200# MAX.) 3/8"Ø MASONRY SCREW PER GENERAL NOTES W/ 2" MIN. EMBEDMENT CMU WALL AT CMU WALL 4x BLOCKING, TYP. EQUIPMENT PER (MAX. WT. = 100#) STUD WALL (N) SIMPSON A34 TOP and BOTTOM EA. END EA. BLK'G TYP. DEPTH 3/8"Ø x 3-1/2" LAG SCREWS AT WOOD STUD WALL 5/8" THICK "DENSDECK PRIME" SHEATHING BY GEORGIA PACIFIC W/ #8 SCREWS @ 8" O/C AT SHEET EDGES and INTERMEDIATE SUPPORTS - TYP. TOP and SIDE OF PLATFORM NOTES SYMM. ABOUT CENTER LINE EQUIPMENT - SEE PLANS and MEP DRAWINGS FOR OPERATING WT. (160 lbs. MAX.) SECTION A-A STEEL CHANNEL PER BARE METAL DECKING - CONTINUE UNINTERRUPTED UNDER PLATFORM 600S162-54 METAL CRIPPLE STUDS @ 12" O/C FOR LEVELING - SECURE IN TRACK TOP and BOTTOM W/ #12 SCREW EA. FLANGE CONT. 600T150-54 TRACK 600S162-54 JOISTS @ 8" O/C - ALIGN W/ STUDS EACH END DECKING SPAN DIRECTION SECTION B-B CONT. 12 GA. x 10 WIDE PLATE W/ (2) ROWS #12 SCREWS @ 12" O/C TO DECKING HIGH FLUTES CONT. 600T150-54 TRACK W/ #12 SCREW EA. FLANGE TO EA. JOIST and W/ #12 SCREWS @ 4" O/C TO CRIPPLE WALL (2) #12 SCREWS EACH JOIST TO CRIPPLE WALL CHANNEL PER PLAN BARE METAL DECKING - CONTINUE UNINTERRUPTED UNDER PLATFORM CHANNEL PER BACK-TO-BACK JOISTS UNDER EDGES UNIT EDGES CONT. 600T150-54 TRACK W/ #12 SCREW EA. FLANGE TO EA. BLKG. and W/ #12 SCREWS @ 6" O/C TO CRIPPLE WALL (2) ROWS #12 SCREWS @6" O/C TRACK TO PLATE 4006150-54 BLOCKING @12" O/C - ALIGN W/ STUDS EACH END - ATTACH TO BACK-TO-BACK JOISTS PER 10/S-1092 BACK-TO-BACK BLOCKING MATCHING JOIST MATERIAL (16 GA MIN.) - ATTACH TO JOISTS EA. END PER 10/S-1092 SIM. TO ALIGN W/ UNIT SUPPORT LOCATIONS CONT. 600T150-54 TRACK W/ (2) ROWS #12 SCREWS TO EA. DECKING HIGH FLUTE (3) #8 SCREWS PER BLOCK 6 " MA X . 8" SQ. 4'-3" MAX. 2" MIN., TYP. 6" MAX. - 800S162-54 METAL CRIPPLE STUDS @ 12" O/C FOR LEVELING - SECURE IN CONT. 800T150-54 TRACK TOP and BOTTOM W/ #12 SCREW EA. FLANGE 3 S6.13 3 S6.13 P5000T UNISTRUT W/ END CAPS - ON UNISTRUT CORNER INTERSECTIONS P1283 UNISTRUT ANGLE W/ #12 SCREWS ANCHORING INTO METAL STUD PLATFORM BELOW PLAN VIEW P5000HS UNISTRUT W/ END CAPS GALVANIZED SHEET METAL CAP WITH WATERTIGHT JOINTS OVER PVC FLASHING OVER 3/4" PLYWOOD P1000HS UNISTRUT W/ END CAPS 4x P.T. PERIMETER WOOD FRAME HVAC EQUIPMENT FASTENED TO P1000HS UNISTRUT CRICKET AS OCCURS 2'-0" MAX. 5'- 9 " M A X . P5000HS UNISTRUT W/ END CAPS 1/2" BOLT W/ WASHER and CHANNEL NUT W/ SPRING HVAC UNIT BRACKET BOLTED TO P1000HS W/ MIN 3/8" DIA BOLT W/ WASHER and CHANNEL NUT EACH CORNER OF UNIT 1/2" HEX HEAD BOLTS & W/ SQUARE WASHER AT BOTH ENDS (160 lbs. MAX.) WT. P1283 UNISTRUT ANGLE W/ #12 SCREWS ANCHORING INTO METAL STUD PLATFORM BELOW B B AA 03 S6.13 OPENING IN ROOF FRAME OPENING PER ST L . B M . P E R P L A N PLAN C-C ST L . B M . P E R P L A N A - B - ROOF FAN OR ROOF ACCESS HATCH 370# MAX. DUCKWORK NOTE: 1. REFER TO ARCH'L DRAWINGS FOR ROOFING DETAILS. CONFIRM ROOF PITCH PRIOR TO CURB FABRICATION. MIN. 8" HIGH LEVEL CURB W/ CANT and FLASHING BY G.C. C C AT BARE METAL DECK AT BARE METAL DECK EQ. EQ. 10" 1 1 / 2 " 4 " 10" CURB ATTACHMENT__ STL. BM. METAL DECK PER PLAN CURB 16 GA. MIN. ATTACH CURB TO PLATE W/ 1/4-14 SCREWS @ 8" O/C (MIN. 3 PER SIDE) 1/4" SELF DRILLING , SELF TAPPING SCREWS @ 8" O/C (MIN. 3 PER SIDE) PROVIDE SCREWS CONT. 12 GA.x10" WIDE BENT PL W/ (2) ROWS #12 SCREWS @ 12" O/C TO HIGH FLUTE METAL DECK PER PLAN STL. BM. PER PLAN 10" 1 1/2" CURB ATTACHMENT__ CONT. 12 GA.x10" WIDE BENT PL W/ (2) ROWS #12 SCREWS @ 12" O/C TO HIGH FLUTE B A ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EQUIPMENT ANCHORAGE DETAILS S6.91 DW MONROE ST. POOL REPLACEMENT EQUIPMENT ANCHORAGE DETAILS N.T.S.1TYPICAL WALL MOUNTED EQUIPMENT N.T.S.2METAL STUD EQUIPMENT PLATFORMN.T.S.3EXHAUST FAN SUPPORT 09/30/25 25688203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 P1001 P5000 P5001 P1000 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 60 LBS. 305 LBS. 121 LBS. 722 LBS. UNISTRUT P2484W BRACKET. INSTALL ABOVE OR BELOW STRUT AS ROOM PERMITS. WHERE WF BEAMS THAT SUPPORT STRUT ARE OF SAME DEPTH, ATTACH BOTH ENDS AS IN AT LEFT (2) 3/8"Ø M. BOLT W/ LOCKING NUTS TYP. W BEAM DEEPER THAN ADJACENT BEAM METAL DECK CHANNEL NUT AND NUT AT TOP OF STRUT AT HANGER RODS TYP. UNISTRUT P2785, P2786 OR P2787 BEAM CLAMP AT BOTH SIDES OF BOTTOM FLANGE UNISTRUT TO SPAN BETWEEN BEAMS & ATTACH TO BOT. FLG. OR WEB AS SHOWN SEE NOTES FOR SIZES & ALLOWABLE LOADS DUCT STRAP OR HANGER RODS PER MECH'L, ELECT. AND PLUMBING DWGS. NOTES: 1. MAXIMUM ALLOWABLE HANGING LOADS TO BE AS FOLLOWS (MAXIMUM HANGER LOAD MAY BE FROM A SINGLE HANGER OR THE TOTAL LOAD FROM ALL HANGERS SUPPORTED FROM A COMMON STRUT): UNISTRUT SIZE BEAM SPACING MAX. HANGER LOADS (2) 3/8"Ø M. BOLT W/ CHANNEL NUTS TYP. SEE PLAN ROOF BEAM SPACING WRAP STRAP AROUND UNISTRUT LAP 6" & SCREW W/ (2)# 12 SMS CONDITION___A 2. LATERAL BRACING ATTACHMENT TO UNISTRUT SHALL NOT BE PERMITTED A #12 SMS TO UNISTRUT 1/8 3/4 - 6 1/8 3/4 - 6 PROVIDE 1ST WELDS AT MAXIMUM 3" FROM EACH END OF DOUBLE STRUT. BEAM PER PLAN W6X CONT CENTERED ON HSS BELOW W/ (2) 1/4"Ø A325 BOLTS EA SIDE, (4 TOTAL) TO PLATE BEAM SHALL EXTEND TO THE END OF PLATE BELOW POST PER PLANDECK PER PLAN PLATE 1/4"x5" x0'-10" LONG CENTERED ON HSS POST ATTACH HSS TO BEAM PER INTERSECTION WIDE FLANGE BEAM PER PLAN WIDE FLANGE BEAM PER PLAN ATTACH W6x BEYOND PER PROVIDE FULL HT 3/8" STIFENER PLATE EA SIDE AT LOCATION OF EQUIPMENT ATTACHMENT 1/4 AT STIFF PLATE 1/4 50% PP 5 S6.12 SIM. 1 S6.11 (1 6 " M A X ) VA R I E S 1 1/2" PV PANLE AND ATTACHMENT PER MEP/MANUFACTURER DWGS 1'-0" CONCRETE OR CMU ATTACHMENT OPTION TYP 1" CONCRETE OR CMU WALL PER PLAN 2" MIN L3x3x3/8 (2) 5/8" DIA MECHANICAL ANCHOR PER GENERAL NOTES W/ 4" EFFECTIVE EMBEDMENT UNISTRUT, SEE NOTES & SCHEDULE FOR SIZES & ALLOWABLE LOADS 1 1 / 2 " SECTION B-B B B NOTES: 1. INCLUDES WEIGHT OF WATER and INSULATION AS APPLICABLE. 2. MINIMUM SPACING BETWEEN ATTACHMENT POINTS PARALLEL TO METAL DECK FLUTES SHALL NOT BE LESS THAN 4'-0" O/C. 3. ANY OF THE REFERENCED DETAILS LISTED IN THE SCHEDULE AND/OR NOTES ARE ACCEPTABLE. 4. TECH REFERENCE: MASON WEST OPM-0043-13 PAGES A0.1 THROUGH A11.6, A12.0 THROUGH A12.5 and A13.0 THROUGH A28.1 UTILIZE PAGES A1.5a, A10.5a, A10.6a, A20.5a and A20.6a IN LIEU OF PAGES A1.5, A10.5, A10.6, A20.5 and A20.6, RESPECTIVELY. 5. GRAPHICS SHOWN ABOVE ARE GENERIC AND ACTUAL CONDITIONS ARE TO BE PER THE SCHEDULE AND APPLICABLE REFERENCED OPM PAGES. 6. THESE DETAILS ARE NOT APPLICABLE FOR FIRE SPRINKLER SYSTEMS. 7. FOR SEISMIC HANGER ANCHORAGE TO STRUCTURE (SEE M0.00 FOR GENERAL INFO, PROVIDE UNISTRUT AND/OR HSS STEEL WHERE INDICATED IN PAGES FROM OPM): a. AT METAL DECK WITHOUT CONCRETE FILL FOR BRACE FPVH HANGER FORCE EQUAL TO OR LESS THAN 150# MAX: i. WHERE SUSPENDED ITEM MEETS THE REQUIREMENTS OF GENERAL NOTE I.4.B: PAGES M7.10 THROUGH M7.13. ii. SUSPENDED ITEMS EXCEEDING REQUIREMENT OF GENERAL NOTE I.4.B: SEE NOTE 7.c. b. AT STEEL BEAM FOR BRACE FPVH HANGER FORCE EQUAL TO OR LESS THAN 1500# MAX: i. PAGES M3.10 THROUGH M3.16 and P1.10 THROUGH P1.12 c. AT FULLY GROUTED CMU WALL FOR BRACE FPVH HANGER FORCE EQUAL TO OR LESS THAN 500# MAX: i. PAGES M5.10 THROUGH M5.12. d. AT FULL HEIGHT METAL STUD WALL (4"x16GA MIN) FOR BRACE FPVH HANGER FORCE EQUAL TO OR LESS THAN 200# MAX: i. PAGES M6.10 & M6.11. NOTES - CONT: 8. FOR TRANSVERSE AND LONGITUDINAL SEISMIC BRACE ANCHORAGE TO STRUCTURE (SEE N0.00 FOR GENERAL INFO, PROVIDE UNISTRUT AND/OR HSS STEEL WHERE INDICATED IN PAGES FROM OPM): a. AT METAL DECK WITHOUT CONCRETE FILL : ATTACHMENT TO DECK IS NOT PERMITTED. ATTACH TO STEEL FRAMING PER NOTE 8.c. b. AT STEEL BEAM FOR BRACE FP FORCE EQUAL TO OR LESS THAN 500# MAX: i. PAGES N3.11 THROUGH N3.16 and P1.10 THROUGH P1.12. c. AT FULLY GROUTED CMU WALL FOR BRACE FP FORCE EQUAL TO OR LESS THAN 250# MAX: i. PAGES N5.10 & N5.11. d. AT FULL HEIGHT METAL STUD WALL (4"x16GA MIN) FOR BRACE FP FORCE EQUAL TO OR LESS THAN 100# MAX: i. PAGES N6.10 & N6.11. 9. FOR BRACE CONNECTION TO ANY CONCRETE STRUCTURE, ALLOWABLE LATERAL LOAD SHALL BE DETERMINED FROM OPM TABLE FOR FORCES WITH Ω0 = 2.0 10. AT CONNECTIONS TO LIGHT WEIGHT CONCRETE MULTIPLY ALLOWABLE LOAD BY 0.85 AT VERTICAL HANGERS AND 0.60 AT BRACE CONNECTIONS. 11. FOR INTERMEDIATE PIPE DIAMETERS, CONDUIT WEIGHTS OR DUCT SIZES, USE LOADING AND SPACING PER NEXT LARGER PIPE SIZE (6" DIAMETER MAX), CONDUIT WEIGHTS OR DUCT IN THE SCHEDULE. 12. FOR HORIZONTAL TRAPEZE MEMBERS (SEE T1.0 AND T2.0 FOR GENERAL INFO): a. CONFIGURATIONS WITH 36" MAX TRAPEZE SPAN (DISTANCE BETWEEN HANGER RODS): i. MAX WEIGHT OF 50#/FT: PROVIDE 1 5/8" x 3 1/4" x 12GA SINGLE STRUT. ii. MAX WEIGHT OF 100#/FT: PROVIDE HSS2x2x1/4 or L4x4x1/4. iii. MAX WEIGHT OF 150#/FT: PROVIDE HSS3x3x1/4 or L6x6x3/8. b. CONFIGURATIONS WITH 54" MAX TRAPEZE SPAN (DISTANCE BETWEEN HANGER RODS): i. MAX WEIGHT OF 50#/FT: PROVIDE (2) 1 5/8" x 1 5/8" x 12GA DOUBLE STRUT. ii. MAX WEIGHT OF 150#/FT: PROVIDE HSS3x3x1/4 or L6x6x3/8. 13. TRANSVERSE BRACING SHALL OCCUR AT SPECIFIED SPACING AND AT BEGINNING AND END OF EACH RUN. LONGITUDINAL BRACING SHALL OCCUR AT EACH RUN AT SPECIFIED SPACING. 14. FOR SUPPORT OF GRAVITY ONLY HANGERS, REFER TO DETAIL 01/- HANGER ROD and COMPONENTS PER MASON WEST KIT. KIT NO and HANGER SPACING PER SCHEDULE TRANSVERSE, LONGITUDINAL and ALL-DIRECTIONAL BRACING PER MASON WEST KIT. KIT TYPE and BRACE SPACING PER SCHEDULE. LONGITUDINAL BRACING NOT SHOWN FOR CLARITY. TRANSVERSE RIGID BRACE ONLY OCCURS ONE SIDE. SEISMIC ANCHORAGE TO BLDG. VARIES, SEE SCHEDULE and NOTES FOR ACCEPTABLE OPTIONS 6 0 ° M A X , T Y P 3 0 ° M I N PIPE/DUCT/CONDUIT PER SCHEDULE METAL DECK PER PLAN STEEL FRAMING PER PLAN TYP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 EQUIPMENT ANCHORAGE DETAILS S6.92 DW MONROE ST. POOL REPLACEMENT EQUIPMENT ANCHORAGE DETAILS N.T.S.1TYPICAL GRAVITY HANGER SUPPORT TO STEEL FRAMINGN.T.S.6PV PANEL SUPPORT FRAME 3/4" = 1'-0"2TYPICAL SEISMIC SUPPORT FOR SUSPENDED DISTRIBUTION SYSTEMS 09/30/25 25689203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 06 S1.11 04D S6.01 (2) SIMP. SDS1/4x3 1/2 @ EA CORNER AND 24" OC MAX INTERMEDIATE (MIN 3 SCREW EA SIDE) EXHAUST FAN PER MECH SIMP. "ST12" AT EA CORNER W/ #10 SCREWS PLY WD SHEATHING PER PLAN 4x8 CONT. BLKG W/ SIMP. "HU" HANGER EA. END PRE-FAB CURB PER MANUF. SEE MECH'L FOR ADD'L INFO. SISTER EXISTING JOIST W/ 2X10 JOIST PER 05/S6.81 E.N. ALONG BLK'G OPENING SEE 04/S6.81 EQUIPMENT LOCATION (ROOM NO.) WEIGHT (lbs)MOUNTING SYSTEM SEE MECH'L150# MAXROOF ANCHORAGE SCHEDULE - MOUNTED EQUIPMENT EF OR GV NOTES: 1. REFER TO ARCH'L DRAWINGS FOR ROOFING DETAILS. CONFIRM ROOF PITCH PRIOR TO CURB FABRICATION ROOFING PER ARCH'L MI N 8 " PLAN VIEW WEIGHT (lbs) MECHANICAL ANCHORS (PER GENERAL NOTES) - SEE NOTE 1 HEIGHT (in) WIDTH (in) DEPTH (in)EQUIPMENT A N C H O R A G E S C H E D U L E - F L O O R M O U N T E D E Q U I P M E N T 2125 90 110 20 MECH'L ANCH.Ø QUANTITY OF ANCHOR ROWS QUANTITY OF ANCHOR POINTS PER ROW QUANTITY OF ANCHOR POINTS 2 3 6 REMARKS NOTE: 1. INSTALL PER ICC ESR 4266 WITH SPECIAL INSPECTION. 2. FOR 1/2" ⌀HILTI KBTZ, PROVIDE MIN 3 1/4" EFFECTIVE EMBED, MIN 6" THICK CONCRETE, MIN 6" EDGE DISTANCE, AND MIN 8" SPACING IN MIN. 4,000 psi NORMAL WEIGHT CONCRETE AT PAD. 3. AT MECHANICAL UNITS W/ ANCHOR POINTS PER MANUFACTURER, HOLE DIAMETER NOT TO EXCEED BOLT DIAMETER +1/8", PROVIDE LARGER ANCHOR DIAMETER AS REQUIRED. DE P T H MA X . 6" MAX. 6" WIDTH QUANTITY OF ANCHOR POINTS PER ROW PER SCHEDULE QUANTITY OF ANCHOR ROWS PER SCHEDULE PMB 1/2"Ø TYPICAL ELEVATION PER NOTE #2 EDGE DISTANCE HE I G H T 1869 57.5 40.07 32.75T1 1/2"Ø INT-1 1257 24 48 25 1/2"Ø PROVIDE 6" NWC PAD PER 4/S6.01 2 3 6 PROVIDE PAD PER 4/S6.01 2 3 6 PROVIDE 6" NWC PAD PER 4/S6.01 EQUIPMENT SEE PLANS and MEP DRAWINGS 6" MIN. SPACING 6" EDGE DISTANCE HE I G H T AT SLAB ON GRADEAT SITE PLY WD SHEATHING PER PLAN STRAP HANGER CAPACITY = 100# (2) #10 WOOD SCREW ROOF JOIST PER PLAN EQ EQ 1 1 / 2 " 1 1 / 2 " 3 " M I N . H/ 2 , 2x8 BLK'G W/ SIMPSON "HU" HANGER EA. END "H " NOTE: 1.SPACE STRAP HANGERS AT 12" OC MIN., TOTAL HANGING LOAD SHALL NOT EXCEED 225# PER JOIST. PLY WD SHEATHING PER PLAN STRAP HANGER CAPACITY = 100# (2) #10 WOOD SCREW ROOF JOIST PER PLAN 1 1 / 2 " 1 1 / 2 " 3 " M I N . H/ 2 , "H " PLY WD SHEATHING PER PLAN CONDITION__B ROD HANGER STEEL ANGLE PER CONDITION 4x8 BLK'G W/ SIMPSON "HU" HANGER EA. END CAPACITY = 100# (SEE NOTE 1) ROD HANGER CAPACITY = 200# (SEE NOTE 1) CONDITION__A L3x3x3/8 W/ (2) 5/8"Ø BOLTS PLY WD SHEATHING PER PLAN 2x BLOCKING WHITHIN 1'-0" OF HANGER, EA SIDE OF JOIST 1 1/2"3"1 1/2" EQ EQ 3" M I N . H/ 2 , A ROOF JOIST PER PLAN MI N . 4" Ø DBL. NUT, TYP3" MIN. H/2, MIN. 4"Ø ROOF JOIST PER PLAN H NOTE: 1.SPACE ROD HANGRS AT 12" OC MIN., TOTAL HANGING LOAD SHALL NOT EXCEED 225# PER JOIST. 2. SEE MECH'L, ELECTRICAL, PLUMBING OR ARCH'L FOR HANGER ROD STIFFENER REQUIREMENTS. 1 3/4" 3. WHERE ROD STIFFENER REQUIRED SEE 1/S9.02. ROD HANGER STRAP HANGER ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYP EQUIP ANCHORAGE to WOOD S6.93 CB MONROE ST. POOL REPLACEMENT TYP EQUIP ANCHORAGE to WOOD 7TYP. EF ANCHORAGE 8BOTTOM MOUNTED EQUIPMENT SCHEDULE and DETAILS N.T.S.1TYP. HANGER AT WOOD FRAMING 09/30/25 25690203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 EQUIPMENT PER ELECTRICAL/ MECHANICAL (MAX. WT. = 250#) FRONT ELEVATION__ 4x BLOCKING, TYP SIDE ELEVATION__B A EQUIPMENT PER ELECTRICAL/MECHANICAL (MAX. WT. = 250#)STUD WALL (4) 1/4"Ø x 3 1/2" SIMP. SDS SCREWS 2x STUDS. @ 16" OC SIMPSON A34 TOP and BOTTOM EA. END EA. BLK'G TYP OF UNIT WIDTH 2" TYP. OF U N I T HE I G H T 2" T Y P . DEPTH EQ E Q PLY WD SHEATHING WHERE OCCURS PER PLAN B WATER TANK MAX. OPERATION WT. = 1800# MAX. S.O.G WALL STUD PER PLAN 1/2"Ø LAG SCREW EMBED 4" MIN. (VERIFY W/ STRAP PER MANUF.) 6x BACKING W/ SIMP. "A34" TOP and BOTTOM AT EA. END (4 TOTAL) TYP CONT. PAD PER "H " H/ 3 H / 3 4D S6.01 2 6.82 2 6.82 1/2"Ø LAG BOLTS WITH WASHER & SEALANT (2" EMBED) DETAIL 1/2" BOLT W/ WASHER and CHANNEL NUT W/ SPRING P1283 UNISTRUT ANGLE P5000 UNISTRUT W/ END CAPS P1000 UNISTRUT W/ END CAPS 1/2" HEX HEAD BOLTS & W/ SQUARE WASHER AT BOTH ENDS SCU UNIT BRACKET BOLTED TO P1000 W/ MIN 3/8" Ø BOLT W/ WASHER and CHANNEL NUT EACH CORNER OF UNIT and 24" O/C BTWN. SUC EQUIPMENT 3/4" PLYWOOD P.T. 4x SHAPED TO ROOF SLOPE (2) SIMPSON HGA10KT AT CORNER OF PLATFORM, TYP. L4x3x1/4 x 0'-6" @ 24" O/C W/ (2) 3/8"Ø x 3 1/2" LAG SCREWS (4" APART) TO 4x PERIMETER BM. and (2) 3/8" Ø x 3-1/2" LAG SCREWS - 6" MAX. FROM ENDS OF 4x PERIMETER BEAMS, TYP. ON ALL (4) SIDES OF PLATFORM C PLAN VIEW A P5000SL UNISTRUT W/ END CAPS GALVANIZED SHEET METAL CAP WITH WATERTIGHT JOINTS OVER PVC FLASHING OVER 3/4" PLYWOOD P1000SL UNISTRUT W/ END CAPS 4x P.T. PERIMETER WOOD FRAME HVAC EQUIPMENT PER MECH'L FASTENED TO P1000SL UNISTRUT CRICKET AS OCCURS ELEVATION B 8" MINIMUM FROM HIGHEST ROOF POINT/CRICKET P5000SL UNISTRUT W/ END CAPS P1000SL UNISTRUT W/ END CAPSSCU EQUIPMENT FASTENED TO P1000SL UNISTRUT (250# MAX) P1283 UNISTRUT ANGLE 1B - 1C - 10d @ 6" O/C TYP. AROUND PERIMETER PLYWOOD SHEATHING PER PLAN (E) 2x ROOF JOISTS TYP, PER PLAN 6x BLKG TO MATCH ROOF JOIST DEPTH W/ SIMP HU HANGER EACH END, TYP PLYWOOD SHEATHING PER PLAN SISTERED 2x ROOF JOISTS OR 6x BLKG. BEYOND 6x BLKG TO MATCH ROOF JOIST DEPTH W/ SIMP HU HANGER EACH END, TYP P1315 UNISTRUT ANGLE GALVANIZED SHEET METAL PLASHING PVC COUNTERFLASHING OVER WOOD FRAME EQUIPMENT UNIT SIZE (L"xW"xH") HP A2-2 40x15x61 12 " M A X 6" 4" 1" T Y P WEIGHT (LBS) 250 HP A2-1 40x15x61 250 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/25 PROJECT 4724 199-4 JOHN MAASHOFF LICENSE # C61909 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TYP EQUIP ANCHORAGE to WOOD S6.94 Checker MONROE ST. POOL REPLACEMENT TYP EQUIP ANCHORAGE to WOOD N.T.S.4WALL MOUNTED EQUIPMENT AT WOOD WALL 1" = 1'-0"5WATER TANK SEISMIC BRACING 1 1/2" = 1'-0"1EQUIPMENT SUPPORT PARALLEL TO ROOF JOIST 09/30/25 25691203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 4. THE MECHANICAL CONTRACTOR SHALL ACQUIRE AND PAY FOR ALL PERMITS AND FEES. 5. COORDINATE MECHANICAL WORK WITH ALL OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE). REFER TO ELECTRICAL, ARCHITECTURAL,STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR DETAILS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND/OR INSTALLATION OF ALL WORK. 6. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEM ROUTING PRIOR TO INSTALLATION. DUCTWORK ROUTING TAKES PRECEDENCE OVER OTHER DISCIPLINES INCLUDING FIRE PROTECTION. DRAWINGS ARE DIAGRAMMATIC IN NATURE. PROVIDE ALL FITTINGS, TRANSITIONS AND/OR OFFSETS AS REQUIRED FOR A COMPLETE SYSTEM. 7. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS WITH THE GENERAL CONTRACTOR, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER. 8. MECHANICAL SYSTEMS SEISMIC RESTRAINTS SHALL CONFORM TO "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS" AS PUBLISHED BY SMACNA 3RD EDITION 2008, ANSI/SMACNA 001-2008. 9. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR THE PROTECTION OF PROPERTIES AGAINST, FIRE, SMOKE, THEFT, AND ENVIRONMENTAL CONDITIONS. 10. MECHANICAL MATERIALS, EQUIPMENT, DUCTWORK AND PIPING SHALL BE STORED IN ORDERLY PROFESSIONAL FASHION. ALL ITEMS SHALL BE COVERED AND PROTECTED FROM RAIN AND ALL OTHER ENVIRONMENTAL CONDITIONS. 11. VERIFY AND COORDINATE THE MAINTENANCE ACCESS AND CODE REQUIRED CLEARANCES FOR ALL MECHANICAL EQUIPMENT. INSTALL ALL WORK AND COORDINATE THE WORK OF OTHER TRADES TO MAINTAIN CODE REQUIRED CLEARANCE AND ACCESS FOR PROPER MAINTENANCE OF EQUIPMENT. 12. PROVIDE EQUIPMENT TAGS FOR ALL MECHANICAL EQUIPMENT. TAG SHALL BE MADE OF BAKELITE WITH ETCHED 1/2" HIGH LETTERS. LOCATE TAG ON EQUIPMENT NEAR MANUFACTURERS NAMEPLATE. 13. PROVIDE DUCTWORK THAT CONFORMS TO THE "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AS PUBLISHED IN THE LATEST EDITION OF THE CALIFORNIA MECHANICAL CODE. ACOUSTICAL LINING SHALL CONFORM TO SMACNA 2006 EDITION (ANSI / SMACNA 006-2006) STANDARDS. 14. FLEXIBLE DUCTWORK SHALL BE USED FOR CONNECTIONS TO AIR TERMINAL DEVICES IN CONCEALED, LOW PRESSURE, ENVIRONMENTAL AIR DUCT SYSTEMS. FLEXIBLE DUCT CONNECTIONS SHALL BE 5’-0” MAXIMUM LENGTH AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 15. REFRIGERANT PIPING SHALL BE SIZED AND ROUTED IN ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. REFRIGERANT SYSTEM SHALL INCLUDE ALL ADDITIONAL TRAPS, VALVES, AND ACCESSORIES REQUIRED BY THE MANUFACTURER FOR THE INSTALLED PIPE ROUTING. PROVIDE MINIMUM 1” CLOSED CELL FOAM INSULATION FOR ALL REFRIGERANT PIPING, ARMACELL “ARMAFLEX” OR SIMILAR. REFER TO SPECIFICATIONS. 16. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT. 17. THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. 18. THE MECHANICAL CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN AUTO CAD FORMAT. AS-BUILT DRAWINGS SHALL BE COMPLETED AND SUBMITTED TO ENGINEER/ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION. ENGINEER WILL NOT PERFORM PUNCH LIST UNTIL AS-BUILT DRAWINGS ARE RECEIVED. 19. PROVIDE COMPLETE AIR AND WATER BALANCE FOR ALL MECHANICAL SYSTEMS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT THIRD PARTY AND A MEMBER OF "AABC" OR THE "NEBB". MECHANICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BELTS SHEAVES AND PULLEYS AS REQUIRED BY THE BALANCING CONTRACTOR TO COMPLETE THE BALANCING OF THE SYSTEM. 20. DUCT SIZES INDICATED ON PLANS ARE THE "FREE" INSIDE DIMENSION OF THE DUCT. THE CONTRACTOR SHALL INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL AND / OR PERFORATED LINERS. 21. SEAL ALL DUCT SYSTEMS AIRTIGHT USING MASTIC AND/OR LIQUID ELASTIC SEALANT. "DUCT TAPE" SHALL NOT BE USED. 22. PROVIDE VOLUME DAMPERS FOR EACH SUPPLY DIFFUSER AS WELL AS FOR RETURN AND EXHAUST OPENINGS AS REQUIRED BY THE BALANCING CONTRACTOR TO BALANCE THE SYSTEM. LOCATE DAMPER AS FAR UPSTREAM AS POSSIBLE. FOR ALL VOLUME DAMPERS LOCATED ABOVE CEILINGS PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORANGE TAPE TO MARK DAMPER LOCATIONS. 23. PROVIDE "PETE'S PLUG" TYPE TEST WELLS BEFORE AND AFTER EACH EACH PIECE OF EQUIPMENT REQUIRING BALANCING OR MONITORING IN THE HYDRONIC SYSTEMS INCLUDING BUT NOT LIMITED TO COILS, HEAT EXCHANGERS, CONTROL VALVES, TEMPERATURE AND / OR PRESSURE SENSORS, ETC. PROVIDE ADDITIONAL TEST WELLS AS REQUIRED BY THE COMMISSIONING AGENT. 24. DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE PORTIONS OF HEATING COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE. 25. AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE INTERLOCKED TO AND SHUTDOWN BY AREA WIDE FIRE ALARM SYSTEM SIGNAL. FOR BUILDINGS WITHOUT AREA WIDE SYSTEM THE EQUIPMENT SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY-AIR DUCT. 26. PROVIDE TURNING VANES IN ALL 90° MITERED ELBOWS 27. DUCT SYSTEMS SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6% OF THE NOMINAL AIR HANDLER AIRFLOW RATE. CONFIRM THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING. 28. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS, PER MANUFACTURER'S REQUIREMENTS. 1. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26 AND 30: 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY, MOVEABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE. 3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA. 2. THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS: A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. 3. THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. MEP COMPONENT ANCHORAGE NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26. THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (e.g. OSHPD OPM FOR 2022 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E): MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS. MP MD PP E OPTION 2: SHALL COMPLY WITH THE APPLICABLE PRE-APPROVAL (OPM#): MASON WEST 0043-13 OR MW SAUSSE 0203-13 PIPING DUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE ABBREVIATION DESCRIPTION A AIR, AMPS AAV AUTOMATIC AIR VENT ABV ABOVE AC AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AFF ABOVE FINISH FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AMB AMBIENT APD AIR PRESSURE DROP ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS, INC. ASSY ASSEMBLY ATM ATMOSPHERE B BOILER BFF BELOW FINISHED FLOOR BHP BRAKE HORSE POWER BEL BELOW BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BTUH BRITISH THERMAL UNIT PER HOUR BV BALL VALVE C CONDENSATE PIPING CA COMPRESSED AIR CAP CAPACITY CD CEILING DIFFUSER, CONDENSATE DRAIN CFG CEILING FIRE DAMPER CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CH CHILLER CHR CHILLED WATER RETURNED CHS CHILLED WATER SUPPLY CV CHECK VALVE CLG CEILING, COOLING CO CARBON MONOXIDE SENSOR CO2 CARBON DIOXIDE SENSOR COMB COMBINATION, COMBUSTION COND CONDENSER, CONDENSATE CONT CONTINUE, CONTROL COP COEFFICIENT OF PERFORMANCE CR CONDENSER WATER RETURN CS CONDENSER WATER SUPPLY Cx COMISSIONING CxA COMISSIONING AGENT (D) DEMOLISH DB DRY BULB dB DECIBEL DDC DIRECT DIGITAL CONTROL DIA DIAMETER DN DOWN Ø DIAMETER EXIST EXISTING (E) EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EG EXHAUST GRILLE ELEC ELECTRICAL EMS ENERGY MANAGEMENT SYSTEM EQUIV EQUIVALENT ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EVAP EVAPORATOR, EVAPORATIVE EWT ENTERING WATER TEMPERATURE F FAHRENHEIT FC FLUID COOLER FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS FLR FLOOR FLTR FILTER FPM FEET PER MINUTE FPS FEET PER SECOND FSD COMBINATION FIRE SMOKE DAMPER FT FOOT, FEET FV FACE VELOCITY GA GAGE GAL GALLONS GPM GALLONS PER MINUTE GRD GRILLES, REGISTERS, AND DIFFUSERS GWR GLYCOL WATER RETURN PIPING GWS GLYCOL WATER SUPPLY PIPING H HUMIDISTAT, HEIGHT HD HEAD HORIZ HORIZONTAL HP HORSE POWER, HEAT PUMP HTG HEATING HVAC HEATING VENTILATION AND AIR CONDITIONING HHR HEATING WATER RETURN HHS HEATING WATER SUPPLY HZ HERTZ IAQ INDOOR AIR QUALITY IN INCHES IN WC INCHES WATER COLUMN KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LRA LOCKED ROTOR AMPS LVR LOUVER LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MECH MECHANICAL MERV MINIMUM EFFICIENCY REPORTING VALUE MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED, NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER P PUMP PD PRESSURE DROP POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH RA RETURN AIR, RELIEF AIR REF REFRIGERANT RG RETURN GRILLE RH RELATIVE HUMIDITY RL REFRIGERANT LIQUID LINE RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT S SENSOR SA SUPPLY AIR, SOUND ATTENUATOR SAT SUPPLY AIR TEMPERATURE SF SUPPLY FAN, SQUARE FOOT SG SUPPLY GRILLE SIM SIMILAR SL REFRIGERANT SUCTION LINE SMACNA SHEET METAL AND AIR-CONDITIONING CONTRACTOR NATIONAL ASSOCIATION SOO SEQUENCE OF OPERATION ST SOUND TRAP TD TEMPERATURE DIFFERENCE TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TG TRANSFER GRILLE TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL / STRUCTURE TSP TOTAL STATIC PRESSURE T'STAT THERMOSTAT TU TERMINAL UNIT TYP TYPICAL UH UNIT HEATER V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VENT VENTILATION, VENTILATOR VFD VARIABLE FREQUENCY DRIVE W WATT, WIDE, WATER W/ WITH W/O WITHOUT WB WET BULB TEMPERATURE WT WEIGHT VFD DDC VARIABLE FREQUENCY DRIVE MAIN BUILDING DIRECT DIGITAL CONTROL PANEL AUTOMATIC CONTROL VALVE, 2-WAY AUTOMATIC CONTROL VALVE, 3-WAY ---- TYPE TYPE DESCRIPTION T THERMOSTAT Z ZONE TEMPERATURE SENSOR - W/ LOCAL OVERRIDE / DISPLAY S SPACE TEMPERATURE SENSOR- STAINLESS STEEL FLAT PLATE R HUMIDISTAT OR HUMIDITY SENSOR C CARBON DIOXIDE SENSOR CO CARBON MONOXIDE SENSOR EXAMPLE TCR = THERMOSTAT WITH CO2 AND HUMIDISTAT SENSOR GENERAL CONTROL NOTES 1. BUILDING EMS TO INTERCONNECT WITH EXISTING CAMPUS EMS SYSTEM FOR FULL CONTROL AND MONITORING. 2. BUILDING EMS TO CONNECT TO LIGHTING CONTROL PANELS THROUGH BACNET INTERFACE CARD. 3. BUILDING CONTROLS TO COMPLY WITH OWNER CONTROLS STANDARDS. 4. MOTOR STARTERS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. STARTERS SHALL BE EQUAL TO CERUS MODEL 'BAS'. DEFINITION: THERMOSTAT - FACTORY PROVIDED WITH ON-BOARD CONTROL LOGIC AND LOCAL USEABILITY CONTROLS. CONNECT TO EMS FOR MONITORING ONLY. ZONE TEMPERATURE SENSOR W/ LOCAL OVERRIDES - FIELD PROVIDED SENSOR WITH WIRING TO CENTRAL EMS WITH LOCAL USER OVERRIDE CONTROLS. MOUNT FLUSH AND AT EQUAL HEIGHT WITH LIGHT SWITCHES AND OTHER DEVICES. SENSOR MODEL TO BE APPROVED BY THE ARCHITECT. SPACE TEMPERATURE SENSOR W/O LOCAL OVERRIDES - FIELD PROVIDED SENSOR WITH WIRING TO CENTRAL EMS WITHOUT LOCAL USER OVERRIDE CONTROLS EQUAL TO KELE ST-S. EXACT SENSOR TYPE TO MATCH ARCHITECTURAL FEATURES AND TO BE APPROVED BY THE ARCHITECT. 5.201.1 5.504.3 5.504.5.3 5.504.5.3.1 5.410.3 5.410.4.3.1 5.410.4.4 5.410.4 5.410.4.5 5.504.4.1 5.506.1 5.506.2 702.1 702.2 703.1 COMPLY WITH REQUIREMENTS OF CALIFORNIA ENERGY CODE (CCR TITLE-24, PART 6, 2022) PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH INDUSTRY BEST PRACTICES AND APPLICABLE NATIONAL STANDARDS ON EACH SYSTEM. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR BUILDINGS LESS THAN 10,000 SQFT OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION. BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHALL BE BALANCED IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING, ADJUSTING, AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. BUILDING OWNER SHALL BE PROVIDED WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTEES AND WARRANTIES FOR EACH SYSTEM PRIOR TO FINAL INSPECTION. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 & 5.504.4.2. AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATION EQUIPMENT, ALL DUCT AND OTHER AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER, AND DEBRIS WHICH MAY ENTER THE SYSTEM. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDINGS WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE M&O MANUAL. INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 OF THE CALIFORNIA ENERGY CODE, CCR TITLE 24, PART 6 AND CHAPTER 4 OF CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE WHICHEVER IS MORE STRINGENT. FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 120.1(c).1. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1) STATE CERTIFIED APPRENTICESHIP PROGRAMS, 2) PUBLIC UTILITY TRAINING PROGRAMS, 3) TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS, 4) PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS, 5) OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. THE BUILDING OWNER SHALL BE PROVIDED WITH THE FINAL REPORT OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY. 1 M7.01 DOOR LOUVER TRANSOM LOUVER UNDERCUT DOOR SUPPLY AIR FLOW DIRECTION OUTSIDE AIR FLOW DIRECTION EXHAUST AIR FLOW DIRECTION RETURN AIR FLOW DIRECTION KEYNOTE SYMBOL EQUIPMENT TAG SYMBOL DETAIL NUMBER SSHEET NUMBER DIFFUSER IDENTIFICATION, NECK SIZE AIR FLOW, NUMBER OF OCCURRENCES D/L T/L U/C EA OA ? ? RA SA S-1: 12" 200 TYP.3 (NOT TO SCALE) ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL LEGENDS AND GENERAL NOTES M0.10 OCH MONROE ST. POOL REPLACEMENT MECHANICAL LEGENDS AND GENERAL NOTES GENERAL NOTES MEP SYSTEMS COMPONENT ANCHORAGE AND BRACING NOTES ABBREVIATIONS CONTROL SYSTEM (PLAN VIEW) CALGREEN BUILDING STANDARDS NON-RESIDENTIAL MANDATORY MEASURESANNOTATION SYMBOLS 1 Revision 1 Date 1 No. M31731 Exp. 06/30/201506/30/2025 25692203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY REGULATIONS SHALL COMPLY WITH THE APPLIANCE STANDARD. COVERED PROCESS REFRIGERATED WAREHOUSES, COMMERCIAL REFRIGERATION, ENCLOSED PARKING GARAGES, PROCESS BOILERS, AND COMPRESSED AIR SYSTEMS SHALL MEET THE REQUIREMENTS WITHIN THIS SECTION. BUILDING COMMISSIONING PROCEDURES, REVIEWS, AND REPORTS SHALL BE FOLLOWED AS DESCRIBED WITHIN THIS SECTION. GENERAL 110.1 120.6 120.8 110.2(d) 120.1(c.2) 120.1(d.1) 120.1(d.2) 120.1(d.3) 120.2(e.1) 120.2(e.2) 120.2(f) 120.2(g) 120.2(i) AIR-SIDE SYSTEMS HEATING AND COOLING EQUIPMENT EFFICIENCY ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT COMPLIES WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. HEAT PUMP CONTROLS HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS: 1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND 2. IN WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR SUPPLEMENTARY HEATING, AND THE CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. THERMOSTATS ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING HEAT PUMPS, NOT CONTROLLED BY A CENTRAL ENERGY MANAGEMENT SYSTEM SHALL HAVE A SETBACK THERMOSTAT. FURNACE CONTROLS GAS-FIRED AND OIL-FIRED FORCED AIR FURNACES WITH INPUT RATINGS 225,000 BTU/H SHALL NOT HAVE A PILOT LIGHT, AND SHALL HAVE EITHER POWER VENTING OR A FLUE DAMPER. NATURAL VENTILATION NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF OPENINGS TO THE OUTDOORS; THE OPENABLE AREA OF WHICH IS NOT LESS THAN 5% OF THE CONDITIONED FLOOR AREA OF THE NATURALLY VENTILATED SPACE. WHERE OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE OBSTRUCTED, OPENABLE AREA SHALL BE BASED ON THE FREE UNOBSTRUCTED AREA THROUGH THE OPENING. THE MEANS TO OPEN REQUIRED OPERABLE OPENINGS SHALL BE READILY ACCESSIBLE TO BUILDING OCCUPANTS WHENEVER THE SPACE IS OCCUPIED. MINIMUM VENTILATION EACH SPACE THAT IS NOT NATURALLY VENTILATED SHALL BE VENTILATED WITH A MECHANICAL SYSTEM CAPABLE OF PROVIDING AN OUTDOOR AIR RATE NO LESS THAN AS REQUIRED BY THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. PRE-OCCUPANCY VENTILATION PURGE THE MINIMUM RATE OF OUTDOOR AIR OR THREE COMPLETE AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED. DEMAND CONTROL VENTILATION HVAC SINGLE ZONE SYSTEMS WITH AN OUTDOOR AIR ECONOMIZER AND WITH A DESIGN OCCUPANT DENSITY, OR A MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF SHALL HAVE DEMAND CONTROL VENTILATION OR OCCUPANT SENSOR VENTILATION CONTROLS. TIME CONTROL EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT ARE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE AND SHALL HAVE EITHER AN AUTOMATIC TIME SWITCH CONTROL DEVICE WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO FOUR HOURS; OR AN OCCUPANCY SENSOR; OR A FOUR-HOUR TIMER THAT CAN BE MANUALLY OPERATED. SETBACK AND SETUP CONTROL THE CONTROL SHALL AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN A SETBACK HEATING THERMOSTAT SETPOINT. IF THE SYSTEM PROVIDES MECHANICAL HEATING AND A SETUP COOLING THERMOSTAT SETPOINT IF THE SYSTEM PROVIDES MECHANICAL COOLING. OUTDOOR DAMPER CONTROL OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. ISOLATION ZONES EACH SPACE-CONDITIONING SYSTEM SERVING MULTIPLE ZONES WITH A COMBINED CONDITIONED FLOOR AREA OF MORE THAN 25,000 SQUARE FEET SHALL BE DESIGNED, INSTALLED, AND CONTROLLED TO SERVE ISOLATION AREAS. AUTOMATIC DEMAND SHED CONTROLS HVAC SYSTEMS WITH DDC TO ZONE LEVEL SHALL BE PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR NON-CRITICAL ZONES. ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD) AIR-COOLED UNITARY DIRECT-EXPANSION UNITS EQUIPPED WITH AN ECONOMIZER AND MECHANICAL COOLING AT AHRI CONDITIONS OF GREATER THAN OR EQUAL TO 54.0 MBH SHALL INCLUDE A FDD SYSTEM. 110.2(a) 110.2(b) 110.2(c) 120.2(h) EQUIPMENT EFFICIENCY HEATING AND COOLING EQUIPMENT EFFICIENCY ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT COMPLIES WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. PIPE INSULATION ALL HVAC PIPING CONVEYING LIQUIDS OR LOCATED WITHIN HVAC EQUIPMENT SHALL BE INSULATED IN ACCORDANCE WITHIN THIS SECTION. WATER HEATER CERTIFICATION ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. SERVICE WATER HEATING INSTALLATION ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN 167,000 BTU/HR. OUTLETS THAT REQUIRE HIGHER SERVICE WATER TEMPERATURES SHALL HAVE SEPARATE REMOTE HEATERS, HEAT EXCHANGERS, OR BOOSTERS. CIRCULATING SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED. CONTROLS SHALL LIMIT THE OUTLET TEMPERATURE TO 110°F FOR PUBLIC LAVATORIES. POOL AND SPA EFFICIENCY AND CONTROL A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING; A PERMANENT, EASILY READABLE, AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA AND FOR THE PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS USED. NO ELECTRIC RESISTANCE HEATING. POOL AND SPA INSTALLATION ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH ALL OF THE FOLLOWING: AT LEAST 36 INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT; A COVER FOR OUTDOOR POOLS OR OUTDOOR SPAS; THE POOL SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL WATER; THE CIRCULATION PUMP SHALL HAVE A TIME SWITCH THAT ALLOWS THE PUMP TO BE SET TO RUN IN THE OFF-PEAK ELECTRIC DEMAND PERIOD. POOL HEATERS SHALL NOT HAVE A PILOT LIGHT. SPA HEATERS SHALL NOT HAVE A PILOT LIGHT. WATER-SIDE SYSTEMS SERVICE HOT WATER SYSTEMS 120.4 110.2(a) 120.3 110.3(a) 110.3(b) 110.3(c) 110.4(a) 110.4(b) 110.5(c) 110.5(d) DUCT INSULATION ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE REQUIREMENTS OF THE 2022 CMC SECTIONS 601, 602, 603, 604, 605. 24x10 TRANSITION - ECCENTRIC DUCT RISE / DROP W/ 90° ELBOWS (RECTANGULAR DUCTS) 45° ELBOW, R/D OR R/W=1.5 DUCT RISE / DROP W/ 90° ELBOWS (ROUND AND / OR OVAL DUCT) DUCT RISE / DROP W/ 45° ELBOWS (RECTANGULAR DUCTS) DUCT RISE / DROP W/ 45° ELBOWS (ROUND AND / OR OVAL DUCTS) 90° ELBOW, R/D OR R/W=1.5 TRANSITION OR REDUCER SOUNDLINED DUCTWORK RECTANGULAR DUCT DN RECTANGULAR DUCT UP ROUND OR OVAL DUCT DN ROUND OR OVAL DUCT UP FLEXIBLE CONNECTION DUCT SIZE (CLEAR INSIDE DIMENSION IN INCHES) TRANSITION - RECTANGULAR TO ROUND RADIUS TEE SQUARE TEE W/ TURNING VANES RADIUS TAP IN BULLHEAD TEE MITERED ELBOW WITH TURNING VANES 90° CONICAL TAP 90° STRAIGHT TAP 45° TAP 90° TAP WITH 45° BEVEL WYE FITTING RETURN AIR DUCT UP AND DOWN SUPPLY AIR DUCT UP AND DOWN RETURN DUCT ROOF PENETRATION SUPPLY DUCT ROOF PENETRATION EXHAUST AIR DUCT UP AND DOWN EXHAUST DUCT ROOF PENETRATION WYE AND 45° ELBOW W/ REDUCER (ROUND AND / OR OVAL DUCT) CHILLED WATER SUPPLY PIPING CHILLED WATER RETURN PIPING HEATING WATER SUPPLY PIPING HEATING WATER RETURN PIPING CHS CHR HHS HHR CONTINUATION OF PIPING DUCT SMOKE DETECTOR SHUT-OFF VALVE ABOVE GRADE MANUAL VOLUME DAMPER SMOKE DAMPER FIRE DAMPER FIRE / SMOKE DAMPER BACK DRAFT DAMPER SYMBOL DESCRIPTION SD SUPPLY DIFFUSER RETURN GRILLE EXHAUST GRILLE ELECTRONIC REMOTE DAMPER MECHANICAL REMOTE DAMPER REMOTE DAMPER CONTROL LOCATIONRDCL POINT OF CONNECTION POINT OF DISCONNECTION REFRIGERANT PIPINGREF CONTINUATION OF DUCT (NOT TO SCALE) 1. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONNECTIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS. 2. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS. 3. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE. 4. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD AND DSA PRIOR TO STARTING WORK. 5. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2018 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2017 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA) 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2018 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2018 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2022 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.; 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.; (2018 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2022 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. PARTIAL LIST OF APPLICABLE STANDARDS ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR VERSION 2019 QUALITY ASHRAE 55 THERMAL COMFORT FOR HUMAN OCCUPANCY VERSION 2017 ASHRAE G36 HIGH PERFORMANCE SEQUENCE OF OPERATIONS FOR HVAC SYSTEMS VERSION 2018 2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2016 EDITION (CALIFORNIA AMENDED) NFPA 14 STANDPIPE SYSTEMS 2016 EDITION (CALIFORNIA AMENDED) NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY PUMPS 2016 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS 2016 EDITION (CALIFORNIA AMENDED) NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 EDITION (CALIFORNIA AMENDED) (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2019 EDITION SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION (CALIFORNIA AMENDED) BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2022) MOTORIZED DAMPER SP BP SD AF A T MD OPERABLE WINDOW CONTACT WC DC OPERABLE DOOR CONTACT DP DUCT SMOKE DETECTOR TEMPERATURE TRANSMITTER AQUASTAT AIRFLOW MEASURING UNIT DUCT STATIC PRESSURE TRANSMITTER BUILDING PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE TRANSMITTER ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL LEGENDS AND GENERAL NOTES M0.11 OCH MONROE ST. POOL REPLACEMENT MECHANICAL LEGENDS AND GENERAL NOTES TITLE-24 MECHANICAL MANDATORY MEASURES MECH LEGEND GENERAL STRUCTURAL NOTES APPLICABLE CODES CONTROL DIAGRAM 1 Revision 1 Date 1 No. M31731 Exp. 06/30/201506/30/2025 25620393 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 DUCT INSULATION SCHEDULE OSA RASA LOCATION OUTDOOR RIGID BOARD - 2" R=8.7, k-0.24, 3 lbs/cf ALUMINUM JACKET INDOOR - CONCEALED INDOOR - EXPOSED DUCT LINER (WHERE INDICATED) FIBERGLASS DUCT WRAP - 1.5" R=4.2, k-0.29, 0.75 LBS/ CF FSK OR ASJ JACKET EA SERVICE NONE NONE POLYESTER - 1" R=5, k-0.23, 1.6 LBS/ CF NOTES: 1) EXHAUST DUCT: NO INSULATION 2) REFER TO SPECIFICATION SECTION 230713 DUCT INSULATION FOR FURTHER INFORMATION PIPE INSULATION SCHEDULE INSULATION JACKET REFRIGERANT ALL SIZES OUTDOOR - ALUMINUM 0.024 W/ ALUMINUM ELBOWS INDOOR - PVC ELASTOMERIC 2" THICK REFER TO SPECIFICATION SECTION 230700 INSULATION FOR FURTHER INFORMATION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL SCHEDULES M0.20 OCH MONROE ST. POOL REPLACEMENT MECHANICAL SCHEDULES 23 - MULTI-SPLIT MINI HEAT PUMP OUTDOOR UNIT SCHEDULE TAG UNIT SERVE LOCATION NOMINAL CAPACITY (TONS)AMBIENT (F) COOLING HEATING REFRIGERANT ELECTRICAL UNIT SIZE (L"xW"xH") OPERATING WEIGHT (LBS.) INSTALL DETAIL NO. CONTROLS DETAIL NO. SPECIFICATION SECTION REMARKSMFR MODEL CAPACITY (MBH) SEER (BTU/WH) CAPACITY (MBH)HSPF TYPE FACTORY CHARGE (LBS)VO L T A G E PH A S E MC A MO C P HP A 1-1 CARRIER 38VMB060 FC A 1-1, FC A 1-2, & FC A 1-3 ROOF 5.0 95 60.0 18.6 66.0 8.7 R410A 12.3 208 V 1 40 A 45 A 16 x 36 x 52 230 01/M7.12 09 / M6.01 238126 1, 2, 3, 4, 5 HP A 2-1 CARRIER 38VMB060 FC A 2-1, FC A 2-2, FC A 2-3, FC A 2-4 & FC A 2-5 ROOF 5.0 95 60.0 18.6 66.0 8.7 R410A 13.7 208 V 1 40 A 45 A 16 x 36 x 52 230 01/M7.12 09 / M6.01 238126 1, 2, 3, 4, 5 23 - MULTI-SPLIT SYSTEM HEAT PUMP INDOOR UNIT SCHEDULE TAG UNIT SERVICE LOCATION TYPE NOMINAL CAPACITY (TONS) AIRFLOW (CFM) MIN. OSA (CFM) COOLING HEATING REFRIGERANT DRAIN (IN.) POWERED FROM OUTDOOR ELECTRICAL UNIT SIZE (L"xW"xH") OPERATING WEIGHT (LBS.) INSTALL DETAIL NO. CONTROLS DETAIL NO. SPECIFICATION SECTION REMARKSMFR. MODEL CAPACITY (MBH) CAPACITY (MBH)TYPE LIQ / GAS (IN.)VO L T A G E PH A S E IN P U T ( W ) MC A MO C P FC A 1-1 CARRIER 40VMW018 03 STAFF LOUNGE 03 STAFF LOUNGE WALL 1.5 560 400 18.2 21.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 45 0.5 A 15 A 42 x 9 x 13 35 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 1-2 CARRIER 40VMW024 04/05 MENS RESTROOM & LOCKERS 05 MENS LOCKERS WALL 2.0 650 1,000 24.3 27.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 75 0.9 A 15 A 47 x 10 x 14 40 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 1-3 CARRIER 40VMW018 14 MULTI PURPOSE RM. 14 MULTI PURPOSE RM. WALL 1.5 560 300 18.2 21.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 45 0.5 A 15 A 42 x 9 x 13 35 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-1 CARRIER 40VMF018A 01 LOBBY & CORRIDOR 01 LOBBY CASSETTE 1.5 700 200 19.1 21.5 R-410A 3/8 / 5/8 1-1/4 NO 208 V 1 154 2.0 A 15 A 38 x 38 x 12 70 09 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-2 CARRIER 40VMW007 07A OFFICE 07A OFFICE WALL 0.5 320 50 7.6 8.5 R-410A 1/4 / 1/2 3/4 NO 208 V 1 25 0.5 A 15 A 36 x 9 x 12 30 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-3 CARRIER 40VMW007 07 ADMIN 07 ADMIN WALL 0.5 320 50 7.6 8.5 R-410A 1/4 / 1/2 3/4 NO 208 V 1 25 0.5 A 15 A 36 x 9 x 12 30 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-4 CARRIER 40VMW024 09/10 WOMENS RESTROOM & LOCKERS 10 WOMENS LOCKERS WALL 2.0 650 1,000 24.3 27.0 R-410A 3/8 / 5/8 3/4 NO 208 V 1 75 0.9 A 15 A 47 x 10 x 14 40 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 FC A 2-5 CARRIER 40VMW007 16 FIRST AID 16 FIRST AID WALL 0.5 320 180 7.6 8.5 R-410A 1/4 / 1/2 3/4 NO 208 V 1 25 0.5 A 15 A 36 x 9 x 12 30 02 / M7.12 09 / M6.01 238126 1, 2, 3, 4 23 - EXHAUST FANS SCHEDULE TAG UNIT SERVICE LOCATION TYPE AIRFLOW (CFM)FAN RPM EXT STAIC PRESSURE (IN-WG) MOTOR DATA SOUND POWER (SONES / dBA) ELECTRICAL UNIT SIZE (L"xW"xH") OPERATING WEIGHT (LBS.) INSTALL DETAIL NO. CONTROLS DETAIL NO. SPECIFICATION SECTION REMARKSMFR MODEL HP (WATT) RPM VO L T A G E PH A S E FL A MC A MO C P EF-1A GREENHECK CUE-100-VG WOMEN'S RR & LOCKERS ROOF UPBLAST 950 1,434 0.50 1/4 1,725 8.7 / 57 115 V 1 4 A 4 A 15 A 25 x 25x 30 75 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-1B GREENHECK CUE-070-VG 09A STORAGE ROOF UPBLAST 100 1,522 0.40 1/15 1,725 3.5 / 44 115 V 1 1 A 2 A 15 A 20 x 20 x 15 50 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-2 GREENHECK CUE-070-VG 17 EQUIPMENT STORAGE ROOF UPBLAST 150 1,298 0.50 1/15 1,725 2.4 / 40 115 V 1 1 A 2 A 15 A 20 x 20 x 15 45 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-3A GREENHECK SP-LP0511 03A STAFF RR SPACE CEILING 100 939 0.50 (19) 2.5 / - 115 V 1 13 x 13 x 5 10 09 / M7.12 06 / M6.10 233423 2, 3, 4, 6, 7 EF-3B GREENHECK SP-LP0511 03B STAFF SHOWER SPACE CEILING 100 939 0.50 (19) 2.5 / - 115 V 1 13 x 13 x 5 10 09 / M7.12 06 / M6.10 233423 2, 3, 4, 6, 7 EF-4 GREENHECK CUE-070-VG 03 STAFF LOUNGE ROOF UPBLAST 200 1,384 0.50 1/15 1,725 3.2 / 43 115 V 1 1 A 2 A 15 A 20 x 20 x 15 45 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-5A GREENHECK CUE-100-VG MEN'S RR & LOCKERS ROOF UPBLAST 950 1,434 0.50 1/4 1,725 8.7 / 57 115 V 1 4 A 4 A 15 A 25 x 25x 30 75 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-5B GREENHECK CUE-070-VG 09A STORAGE ROOF UPBLAST 100 1,522 0.40 1/15 1,725 3.5 / 44 115 V 1 1 A 2 A 15 A 20 x 20 x 15 50 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-6 GREENHECK CUE-080-VG 14A ELECTRICAL ROOM ROOF UPBLAST 200 1,228 0.50 1/10 1,725 5.1 / 49 115 V 1 2 A 2 A 15 A 23 x 23 x 15 60 03 / M7.12 05 / M6.01 233423 1, 2, 3, 4, 6 EF-7 GREENHECK CUE-120-VG 22 POOL PUMP RM. ROOF UPBLAST 1,100 1,213 0.50 1/4 1,400 9.3 / 59 115 V 1 4 A 4 A 15 A 25 x 25x 30 80 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-8 PLASTEC-15 P15-4 24 CHEMICAL ROOM ROOF UTILITY 200 1,500 0.50 1/3 1,720 - / 64 115 V 1 4 A 4 A 9 A 13.5 x 14.5 x 22 20 08 / M7.12 03 / M6.01 233423 1, 2, 3, 5 EF-9 PLASTEC-15 P15-4 25 CHEMICAL ROOM ROOF UTILITY 200 1,500 0.50 1/3 1,720 - / 64 115 V 1 4 A 4 A 9 A 13.5 x 14.5 x 22 20 08 / M7.12 03 / M6.01 233423 1, 2, 3, 5 EF-10 GREENHECK CUE-090-VG FAMILY RR/SHOWER ROOF UPBLAST 550 1,603 0.50 1/10 1,725 7.8 / 55 115 V 1 2 A 2 A 15 A 23 x 23 x 15 55 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-11 GREENHECK CUE-080-VG 19 STORAGE ROOF UPBLAST 350 1,545 0.30 1/10 1,725 7.2 / 54 115 V 1 2 A 2 A 15 A 23 x 23 x 15 60 03 / M7.12 03 / M6.01 233423 1, 2, 3, 4, 6 EF-12 GREENHECK CUE-100-VG 21 ELECTRICAL ROOF UPBLAST 1,100 1,465 0.30 1/4 1,725 10.0 / 60 115 V 1 4 A 4 A 15 A 25 x 25x 30 75 03 / M7.12 05 / M6.01 233423 1, 2, 3, 4, 6 EF-13 PLASTEC-15 P15-4 23 TANK STORAGE ROOF UTILITY 100 1,500 0.50 1/3 1,720 - / 64 115 V 1 4 A 4 A 9 A 13.5 x 14.5 x 22 20 08 / M7.12 03 / M6.01 233423 1, 2, 3, 5 23 - SUPPLY FANS SCHEDULE TAG UNIT SERVICE LOCATION TYPE AIRFLOW (CFM)FAN RPM EXT STAIC PRESSURE (IN-WG) MOTOR DATA SOUND POWER (SONES / dBA) ELECTRICAL UNIT SIZE (L"xW"xH") OPERATING WEIGHT (LBS.) INSTALL DETAIL NO. CONTROLS DETAIL NO. SPECIFICATION SECTION REMARKSMFR MODEL HP (WATT) RPM VO L T A G E PH A S E FL A MC A MO C P SF-1 GREENHECK KSQ-9-M1-VG OSA FOR FC A 2-2, 2-3, 2-4 + MAKE-UP AIR ROOF MIXED FLOW FILTERED SUPPLY 1,050 1,779 0.50 1 2,500 10.1 / 61 115 V 1 10 A 13 A 20 A 37 x 19 x 21 105 14 / M7.11 02 / M6.01 233423 1, 2, 3, 4 SF-2 GREENHECK KSQ-7-M1-VG OSA FOR FC A 2-5 ROOF MIXED FLOW FILTERED SUPPLY 180 1,418 0.25 1/4 1,750 5.1 / 49 115 V 1 3 A 4 A 15 A 33 x 16 x 17 70 08 / M7.11 02 / M6.01 233423 1, 2, 3, 4 SF-3 GREENHECK KSQ-9-M1-VG OSA FOR FC A 1-1, 1-2 + MAKE-UP AIR ROOF MIXED FLOW FILTERED SUPPLY 1,440 1,470 0.50 1 1,725 13.7 / 62 208 V 1 6 A 7 A 15 A 44 x 22 x 24 125 14 / M7.11 02 / M6.01 233423 1, 2, 3, 4 SF-4 GREENHECK KSQ-7-M1-VG OSA FOR FC A 1-3 ROOF MIXED FLOW FILTERED SUPPLY 200 1,558 0.30 1/4 1,750 5.8 / 50 115 V 1 3 A 4 A 15 A 33 x 16 x 17 70 08 / M7.11 02 / M6.01 233423 1, 2, 3, 4 REMARKS: 1. MOUNTING: PROVIDE FACTORY 12" TALL PITCHED/SLOPED GALVANIZE ALUMINUM ROOF CURB WITH INTEGRAL SUB-BASE, & WIRE MESH SCREEN 2. POWER: PROVIDE SINGLE POINT POWER & NEMA 3R DISCONNECT 3. CONTROLS: FAN SHALL BE INTEGRATED & CONTROLLED VIA TO CARRIER I-VU BUILDING AUTOMATION SYSTEM 4. ACCESSORIES: PROVIDE BACKDRAFT DAMPER IN SHEET METAL NECK OF EXHAUST FAN BELOW ROOF CONNECTION. UPDATE CONSTRUCTION MATERIAL BASED ON REMARKS 5 OR 6. 5. CONSTRUCTION: FAN HOUSING SHALL BE OF POLYPROPYLENE CONSTRUCTION WITH HINDERED AMINE LIGHT STABILIZERS FOR INCREASED UV PROTECTION. POLYPROPYLENE CONSTRUCTION SHALL INCLUDE ALL ELEMENTS EXPOSED TO EXHAUST AIRSTREAM (IMPELLER, BLADES, HOUSING, ETC). PROVIDE FAN WITH FOLLOWING ACCESSORIES: • FAN POSITION IN CCW 360 UPBLAST • POLYPROPELENE BACKDRAFT DAMPER • STEEL COATED MOTOR STAND • POLYPROPYLENE MOTOR WEATHER HOOD • 3' THREE FOOT PP STACK EXTENSION • POLYPROPELENE OUTLET GUARD • DRAIN PLUG 6. CONSTRUCTION & COATING: FAN HOUSING SHALL BE OF ALUMINUM CONSTRUCTION WITH MODINE INSITU SPRAY COATING OR EQUAL ON ENTIRE EQUIPMENT HOUSING THAT MEETS ASTM B117 STANDARDS FOR 10,000 HOUR CORROSION, UV & MOISTURE PROTECTION 7. PROVIDE ROOF CAP PER DETAIL 08/M7.11 REMARKS: 1. MOUNTING: PROVIDE FACTORY 16" TALL PITCHED/SLOPED GALVANIZE ALUMINUM ROOF CURB WITH INTEGRAL SUB-BASE, & WIRE MESH SCREEN 2. POWER: PROVIDE FACTORY MOTOR TRANSFORMER & NEMA 3R DISCONNECT 3. CONTROLS: FAN SHALL BE INTEGRATED TO CARRIER I-VU EMS CONTROL SYSTEM: SCHEDULED, MONITORED & CONTROLED 4. ACCESSORIES: PROVIDE BACKDRAFT DAMPER IN SHEET METAL NECK OF EXHAUST FAN BELOW ROOF CONNECTION & 2" MERV 13 SECONDARY FILTER WITH AN ADDITIONAL MERV 13 REPLACEMENT FILTER REMARKS: 1. POWER: PROVIDE SEPERATE POWER CONNECTION TO FAN COIL. 2. CONTROLS: FAN COIL SHALL BE MONITORED BY CARRIER I-VU BUILDING AUTOMATION. ALARM & SHUT OFF BASED UPON CONDENSATE PUMP FAILURE. 3. THERMOSTAT: PROVIDE A CONCEALED WIRED REMOTE CONTOLLER BY MANUFACTURER. THERMOSTAT SHALL READ TEMPERATURE, HUMIDITY & CO2. 4. CONDENSATE: PROVIDE INLINE CONDENSATE PUMP (120V). CONDENSATE PUMP SHALL BE REVCO GOBI-II MODEL OR EQUAL. FOR PIPE ROUTING SEE PLUMBING PLANS REMARKS: 1. MOUNTING: VRF HEAT PUMP SHALL BE MOUNTED & ANCHORED ON 6 INCH HOUSEKEEPING PAD. 2. POWER: PROVIDE NEMA 3R DISCONNECT. HEAT PUMP IS POWERERED SEPERATELY FROM INDOOR FAN COILS 3. CONTROLS: UNIT SHALL BE SCHEDULED & MONITORED BY CARRIER I-VU BUILDING AUTOMATION. 4. REFRIGERANT: CONTRACTOR TO VERIFY ALL REFRIGERANT PIPE SIZES, LINE LENGTHS, ROUTING, FILTERS, Y-STRAINERS, SHUT OFF VALES, INSULATION & ACCESSORIES WITH MANUFACTURER 5. COATING: PROVIDE MODINE INSITU SPRAY COATING OR EQUAL ON EQUIPMENT CASING AND COIL THAT MEETS ASTM B117 STANDARDS FOR 10,000 HOUR CORROSION, UV & MOISTURE PROTECTION. 23 - AIR TERMINAL SCHEDULE TAG MFR MODEL SERVICE TYPE MATERIAL REMARKS S-1: 8"ø PRICE SPD 1-SUPPLY 24x24 CEILING DIFFUSER ALUMINUM 1, 2, 3, 4, 5, 6 S-1: 10"ø PRICE SPD 1-SUPPLY 24x24 CEILING DIFFUSER ALUMINUM 1, 2, 3, 4, 5, 6 S-8: 10"x10" PRICE 530 1-SUPPLY 12x12 CEILING BAR GRILLE ALUMINUM 1, 2, 3, 4, 5, 6 R-1: 10"x10" PRICE 530 2-RETURN 12x12 CEILING BAR GRILLE ALUMINUM 1, 2, 3, 4, 5, 6 E-1: 8"x8" PRICE 530 3-EXHAUST 12x12 CEILING BAR GRILLE ALUMINUM 1, 2, 3, 4, 5, 6 E-9: 6"ø PRICE 530 3-EXHAUST 12x12 CEILING BAR GRILLE ALUMINUM 1, 2, 3, 4, 5, 6 E-40: 8"x8" PRICE 530 3-EXHAUST EXHAUST GRILLE- SIDEWALL ALUMINUM 1, 2, 3, 4, 5, 6 E-40: 10"x6" PRICE 530 3-EXHAUST EXHAUST GRILLE- SIDEWALL ALUMINUM 1, 2, 3, 4, 5, 6 E-40: 12"x6" PRICE 530 3-EXHAUST EXHAUST DIFFUSER - SIDEWALL ALUMINUM 1, 2, 3, 4, 5, 6 T-40: 12"x8" PRICE 530 4 - TRANSFER TRANSFER DIFFUSER - SIDEWALL ALUMINUM 1, 2, 3, 4, 5, 6 REMARKS: 1. CEILING COMPATIBILITY: FURNISH WITH BORDER STYLES COMPATIBILE WITH ADJACENT CEILING SYSTEMS SPECIFICALLY MANUFACTURERED TO FIT INTO CEILING MODULE WITH ACCURATE & ADEQUATE SUPPORT. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS. 2. MATERIAL VARIANCE: PROVIDE ALUMINUM GRILLES, REGISTERS, & DIFFUSERS WHERE INDICATED ABOVE & IN THE FOLLOWING AREAS- RESTROOMS, LOCKER ROOMS, ETC. 3. PROVIDE RECTANGULAR TO ROUND ADAPTOR AS REQUIRED & VICE-VERSA. 4. COLOR COMPATIBILITY: PAINT AIR TERMINAL TO MATCH CEILING, FLOORS & WALLS. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR COLORING SCHEME. 5. CONTRACTOR TO VERIFY EXACT QUANTITIES. 6. PROVIDE VOLUME DAMPER AT DUCT BRANCH. PROVIDE ELECTRONIC MOTOR DAMPER IN INACCESSIBLE AREAS. CONTRACTOR TO COORDINATE ACCESS PANELS WITH ARCHITECT. 1 Revision 1 Date 1 No. M31731 Exp. 06/30/201506/30/2025 25620394 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL TITLE-24 FORMS M0.30 OCH MONROE ST. POOL REPLACEMENT MECHANICAL TITLE-24 FORMS No. M31731 Exp. 06/30/201506/30/2025 25620395 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL TITLE-24 FORMS M0.31 OCH MONROE ST. POOL REPLACEMENT MECHANICAL TITLE-24 FORMS No. M31731 Exp. 06/30/201506/30/2025 25620396 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL TITLE-24 FORMS M0.32 OCH MONROE ST. POOL REPLACEMENT MECHANICAL TITLE-24 FORMS No. M31731 Exp. 06/30/201506/30/2025 25620397 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL TITLE-24 FORMS M0.33 OCH MONROE ST. POOL REPLACEMENT MECHANICAL TITLE-24 FORMS No. M31731 Exp. 06/30/201506/30/2025 25620398 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD TYP. MD-001TYP. MD-001 GENERAL DEMOLITION NOTES 1. ALL DUCTWORK NOT SHOWN AS DEMO SHALL BE CLEANED & PRESSURE TESTED BEFORE REUSE. NEW DUCTWORK SHALL CONNECT TO EXISTING FOR NEW AIR DISTRIBUTION. 2. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL ITEMS INDICATED TO BE REMOVED. PENDING OWNER'S INSPECTION AND REVIEW, ALL SUCH ITEMS SHALL BE REMOVED INTACT, FULLY FUNCTIONAL AND SUITABLE FOR REUSE, AND SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR SHALL CONFIRM WITH THE OWNER'S REPRESENTATIVE ACCEPTANCE OR REFUSAL OF SUCH ITEMS. ALL ITEMS ACCEPTED BY THE OWNER SHALL BE DELIVERED BY THE CONTRACTOR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ALL ITEMS REFUSED BY THE OWNER SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR. 3. UNLESS NOTED OTHERWISE, EXISTING PIPING AND COMPONENTS RENDERED DEFUNCT AS PART OF THIS PROJECT SHALL BE ADDRESSED IN THE FOLLOWING MANNER: DEFUNCT PIPING LOCATED IN CONCEALED AREAS ABOVE CEILING, WITHIN WALLS, BELOW SLAB, OR BELOW GRADE SHALL BE ABANDONED IN PLACE OR REMOVED AS NECESSARY TO AVOID INTERFERENCE WITH NEW WORK. EXISTING DEFUNCT PIPING AND COMPONENTS LOCATED IN EXPOSED AREAS SHALL BE REMOVED. EXISTING DEFUNCT VENTS THROUGH ROOF SHALL BE CAPPED ABOVE ROOF. KEYNOTE LEGEND 6 7 F TYP. MD-001 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL DEMO FLOOR PLAN - BLDG A & B M1.01 OCH MONROE ST. POOL REPLACEMENT MECHANICAL DEMO FLOOR PLAN - BLDG A & B 1/8" = 1'-0"MECHANICAL DEMO FLOOR PLAN -BLDG A 11/8" = 1'-0"MECHANICAL DEMO FLOOR PLAN -BLDG B 2 ITEM DESCRIPTION MD-001 DEMO ALL MECHANICAL EQUIPMENT LOCATED IN HATCHED AREA INCLUDING ASSOCIATED SUPPORTS AND ELECTRICAL WIRING No. M31731 Exp. 06/30/201506/30/2025 25620399 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD TYP. MD-001 GENERAL DEMOLITION NOTES 1. ALL DUCTWORK NOT SHOWN AS DEMO SHALL BE CLEANED & PRESSURE TESTED BEFORE REUSE. NEW DUCTWORK SHALL CONNECT TO EXISTING FOR NEW AIR DISTRIBUTION. 2. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL ITEMS INDICATED TO BE REMOVED. PENDING OWNER'S INSPECTION AND REVIEW, ALL SUCH ITEMS SHALL BE REMOVED INTACT, FULLY FUNCTIONAL AND SUITABLE FOR REUSE, AND SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR SHALL CONFIRM WITH THE OWNER'S REPRESENTATIVE ACCEPTANCE OR REFUSAL OF SUCH ITEMS. ALL ITEMS ACCEPTED BY THE OWNER SHALL BE DELIVERED BY THE CONTRACTOR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ALL ITEMS REFUSED BY THE OWNER SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR. 3. UNLESS NOTED OTHERWISE, EXISTING PIPING AND COMPONENTS RENDERED DEFUNCT AS PART OF THIS PROJECT SHALL BE ADDRESSED IN THE FOLLOWING MANNER: DEFUNCT PIPING LOCATED IN CONCEALED AREAS ABOVE CEILING, WITHIN WALLS, BELOW SLAB, OR BELOW GRADE SHALL BE ABANDONED IN PLACE OR REMOVED AS NECESSARY TO AVOID INTERFERENCE WITH NEW WORK. EXISTING DEFUNCT PIPING AND COMPONENTS LOCATED IN EXPOSED AREAS SHALL BE REMOVED. EXISTING DEFUNCT VENTS THROUGH ROOF SHALL BE CAPPED ABOVE ROOF.6 7 F TYP. MD-001 KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL DEMO ROOF PLAN - BLDG A & B M1.09 OCH MONROE ST. POOL REPLACEMENT MECHANICAL DEMO ROOF PLAN - BLDG A & B 1/8" = 1'-0"MECHANICAL DEMO ROOF -BLDG A 11/8" = 1'-0"MECHANICAL DEMO ROOF -BLDG B 2 ITEM DESCRIPTION MD-001 DEMO ALL MECHANICAL EQUIPMENT LOCATED IN HATCHED AREA INCLUDING ASSOCIATED SUPPORTS AND ELECTRICAL WIRING No. M31731 Exp. 06/30/201506/30/2025 256203100 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD MULTI PURPOSE ROOM 14 STAFF LOUNGE 03 STAFF RR 03A STAFF SHOWER 03B LOBBY 01 ADMIN 07 OFFICE 07A FIRST AID 16 EQUIPMENT STORAGE 17U/CU/C WOMEN'S RESTROOM 09 WOMEN'S SHOWER 11 MEN'S CHANGING/ LOCKERS 05 MEN'S SHOWER 06 MEN'S RESTROOM 04 STORAGE 04A STORAGE 09A EXTERIOR STORAGE 18 FC A 2-4 FC A 2-5 FC A 1-2 FC A 1-1 FC A 2-2 FC A 2-3 S-1: 8"ø 50 S-1: 8"ø 50 S-8: 10"x10"520 D/ L D/ L FC A 1-3 S-1: 10"ø 400 U/CU/C S-8: 10"x10" 520 M-1304 M-1704 10"x18" M-1304 10"x18" TYP. M-0001 S-1: 10"ø 300 M-1704 10"x10" SF-4 EF-5A SF-2 EF-1A 6"ø (200 CFM OF OSA) D/ L U/C U/C E-9: 6"ø 100 E-9: 6"ø 100 D/L D/L M-1704 E-40: 10"x6" TYP. 2250 6"x18" 6"x18" ELEC. 14A EF-3B EF-3A M-1304 8"x4" R-1: 10"x10" 300 8"x8" M-1304 EF-2 E-40: 8"x8" 200 E-40: 10"x6" TYP. 2250 S-8: 10"x10"520 S-8: 10"x10" 50010"x10" M-1507 M-1508 M-1504 8"x8" M-1307 M-2813 10"x10" M-1304 M-1504 10"x10" FC A 2-1 M-1704 M-2813 M-2813 180 CFM 180 CFM M-0007 M-0007 M-2813 EF-6 D/L D/L 6"x18" 12"x8" M7.10 15 E-40: 10"x6" TYP. 2225 E-40: 10"x6" TYP. 2225 6"ø 6"ø M-1301 8"x8" M-1301 8"x8" 6"x18" GENERAL NOTES 1. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (RATED OR NON-RATED) MINIMUM 12"X12" SIZE FOR COMBINATION FIRE/SMOKE DAMPERS. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY CODE. COORDINATE WITH ARCHITECT FOR APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION. 2. PROVIDE FIRESTOPPING AT PASS THROUGH DUCT PENETRATIONS THROUGH RATED WALLS. DUCTWORK SHALL BE A MINIMUM 26 GA SHEET METAL. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND THE SAME AREA. REFER TO ARCHITECTURAL SHEETS FOR RATING ASSEMBLIES. 3. INSULATION MATERIALS APPLIED TO DUCTWORK SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50. 4. MAINTAIN A 3’-0” DISTANCE FROM ENVIRONMENTAL EXHAUST OUTLETS (AS DEFINED IN CMC 502.2.1) TO BUILD OPENINGS AND 10’-0” DISTANCE TO MECHANICALLY FORCED AIR INLET. 5. DUCT SIZE INDICATED ON PLANS ARE THE “FREE AREA”INSIDE DIMENSIONS OF THE DUCT. INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL SILENCERS AND/OR DUCT LINERS. FOR EXAMPLE, A DUCT SIZE SHOWN AS 12”X12” WITH 2” LINER SHALL BE SUPPLIED WITH A 16”X16” DUCT. 6. PROVIDE MANUAL SHEET METAL VOLUME DAMPER PRIOR TO EACH SUPPLY DIFFUSER/REGISTER AT THE BRANCH DUCT LOCATION. IF THE MANUAL IS IN AN INACCESSIBLE LOCATION, CONTRACTOR TO PROVIDE ELECTRONIC REMOTE DAMPER (BY M.A.T OR EQUAL) AT ALL DRYWALL CEILING LOCATIONS. DAMPERS SHALL BE INDICATED ON SHOP DRAWINGS FOR COORDINATION AND APPROVAL. 5 6 7 EF POOL PUMP ROOM 22 CORRIDOR/ LOCKERS 20 ELECTRICAL 21 D/ L D/ L D/ L D/ L D/ L D/ L FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E STORAGE 19 8"ø 8"ø D/ L D/ L D/ L D/ L D/ L D/ L D/L 10"x8" CHEMICAL ROOM 24 CHEMICAL ROOM 25 D/L BACKWASH 22A PUMP PIT 22B M-1304 14"x10" 14"x14" EF-7 EA 14"x14" 3 M2.01 TYP. M-0007 E-40: 12"x6" TYP. 3370 TYP. M-0011 M-2206 10"ø 10"ø 10"ø 10"ø M-2206 M-2204 M-2204 M-1304 EF-12 M-1304 EF-11 12"x12" E-1: 8"x8" 150 3 M2.09 M-1304 10"x8" M-0012 14 " x 1 4 " M-0007 M-2813 M-2813 M-2813 E-1: 8"x8" TYP. 4100 8"x6" 8"x6" 8"x8" (TYP. 4) D/L D/L 175 CFM 175 CFM EF-10 12"x10"EA EA D/ L TANK STORAGE 23 6"ø M-2110 TYP. M-2109 6"ø50 CFM EA M-2109 TYP. M-2109 10"x4" (TYP.3) KEYNOTE LEGEND E 1' - 0 " 1' - 0 " EAEA 100 CFM100 CFM 8" ø 8" ø 8" ø 8" ø CHEMICAL ROOM 24 CHEMICAL ROOM 25 M-2107 M-2108 M-2108 TYP. M-0005 TYP. M-0005 M-2106 M-2106 M-0009100 CFM EA 100 CFM EA M-0009 EF-8 EF-9 EA EA 3' - 0 " POOL PUMP ROOM 22 M-0010 EF-7 14"x14" TYP. M-0005 6"ø 6"ø EF-13 EA 3' - 0 " 3' - 0 " 6"ø ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL FLOOR PLAN - BLDG A & B M2.01 OCH MONROE ST. POOL REPLACEMENT MECHANICAL FLOOR PLAN - BLDG A & B 1/8" = 1'-0"MECHANICAL FLOOR PLAN -BLDG A 11/8" = 1'-0"MECHANICAL FLOOR PLAN -BLDG B 2 1/4" = 1'-0"CHEMICAL STORAGE ROOMS SECTION VIEW FACING NORTH 3 ITEM DESCRIPTION M-0001 LOUVER SIZING PROVIDED BY ARCHITECTURAL M-0005 CHEMICAL ROOM EXHAUST DUCTWORK SHALL BE PP POLYPROPYLENE M-0007 ALL DUCTWORK WITHIN BUILDING SHALL BE 316 SS 20 GA UNLESS OTHERWISE INDICATED. INCLUDING HANGER STRAPS, CLAMPS AND SCREWS. M-0009 DOOR LOUVERS. REFER TO ARCHITECTURAL FOR ADDITIONAL INFORMATION. MINIMUM FREE AREA SHALL BE 0.5 SQ. FT. FOR 200 CFM AT 300 FPM MAX. M-0010 ROOF M-0011 COORDINATE POINTS OF CONNECTION OF THE FRESH AIR INTAKE AND FLUE DUCTS WITH BOILER EQUIPMENT. CONFIRM DUCT ROUTING DOES NOT CONFLICT WITH POOL PIPING. M-0012 REFER TO POOL DRAWINGS FOR BOILER FLUE AND FRESH AIR INTAKES M-1301 EXHAUST AIR DUCT UP M-1304 EXHAUST AIR DUCT UP THRU ROOF M-1307 EXHAUST AIR DUCT TIGHT TO BOTTOM OF STRUCTURE M-1504 RELIEF AIR DUCT UP THRU ROOF. PROVIDE BACKDRAFT DAMPER IN VERTICAL DUCT. M-1507 RELIEF AIR DUCT TIGHT TO BOTTOM OF STRUCTURE M-1508 RELIEF AIR DUCT OPENING. PROVIDE WIRE MESH SCREEN. M-1704 OUTSIDE AIR DUCT UP THRU ROOF M-2106 EXTEND TO WITHIN 12” OFF THE FINISH FLOOR. PROVIDE OPENING WITH INDUSTRIAL PTFE MESH 50% FREE AREA M-2107 PROVIDE NECESSARY CPVC TRANSITION FROM EXHAUST FAN DUCT SIZE TO 8" DIAMETER ROUND PVC DUCTWORK M-2108 6"Ø OPENING WITH MANUAL BALANCING DAMPER AND INDUSTRIAL PTFE MESH WITH 50% FREE AREA M-2109 COORDINATE DUCTWORK WITH POOL EQUIPMENT CLEARANCE REQUIREMENTS. M-2110 CHEMICAL ROOM EXHAUST DUCTWORK SHALL BE PP POLYPROPYLENE. SEE 3/M2.01 FOR SIMILAR DUCTWORK FOR MOUNTING HEIGHTS. OPENING WITH MANUAL BALANCING DAMPER AND INDUSTRIAL PTFE MESH WITH 50% FREE AREA, TYP. M-2204 BOILER FLUE EXHAUST DUCT UP THRU ROOF. PROVIDE TRANSITIONS AS REQUIRED AT BOILER CONNECTION. M-2206 BOILER OUTSIDE AIR DUCT UP THRU ROOF. PROVIDE TRANSITIONS AS REQUIRED AT BOILER CONNECTION. M-2813 OPEN END DUCT WITH STAINLESS STEEL WIRE MESH SCREEN 1 Revision 1 Date 1 No. M31731 Exp. 06/30/201506/30/2025 256203101 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD SF-2 SF-1 SF-3 SF-4 M-1702 6"ø TYP. M-0004 EF-1A EF-5A EF-2 EF-4 EF-6 14"x14" 10"x10" 6"x6" 6"x6" 14"x14" 16"x16" 10"x10" 10"x10"10"x10" TYP. M-2806 TYP. M-2806 M-2812 M-2812 M-2812 TYP. M-0007 8"x8" 10"x10" 14"x16" HP A 2-1 HP A 1-1 TYP. M-0007 M7.12 07 (TYP) M7.12 07 (TYP) EF-1B EF-5B GENERAL NOTES 1. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (RATED OR NON-RATED) MINIMUM 12"X12" SIZE FOR COMBINATION FIRE/SMOKE DAMPERS. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY CODE. COORDINATE WITH ARCHITECT FOR APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION. 2. PROVIDE FIRESTOPPING AT PASS THROUGH DUCT PENETRATIONS THROUGH RATED WALLS. DUCTWORK SHALL BE A MINIMUM 26 GA SHEET METAL. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND THE SAME AREA. REFER TO ARCHITECTURAL SHEETS FOR RATING ASSEMBLIES. 3. INSULATION MATERIALS APPLIED TO DUCTWORK SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50. 4. MAINTAIN A 3’-0” DISTANCE FROM ENVIRONMENTAL EXHAUST OUTLETS (AS DEFINED IN CMC 502.2.1) TO BUILD OPENINGS AND 10’-0” DISTANCE TO MECHANICALLY FORCED AIR INLET. 5. DUCT SIZE INDICATED ON PLANS ARE THE “FREE AREA”INSIDE DIMENSIONS OF THE DUCT. INCREASE THE SIZE OF THE DUCT TO ACCOMMODATE ACOUSTICAL SILENCERS AND/OR DUCT LINERS. FOR EXAMPLE, A DUCT SIZE SHOWN AS 12”X12” WITH 2” LINER SHALL BE SUPPLIED WITH A 16”X16” DUCT. 6. PROVIDE MANUAL SHEET METAL VOLUME DAMPER PRIOR TO EACH SUPPLY DIFFUSER/REGISTER AT THE BRANCH DUCT LOCATION. IF THE MANUAL IS IN AN INACCESSIBLE LOCATION, CONTRACTOR TO PROVIDE ELECTRONIC REMOTE DAMPER (BY M.A.T OR EQUAL) AT ALL DRYWALL CEILING LOCATIONS. DAMPERS SHALL BE INDICATED ON SHOP DRAWINGS FOR COORDINATION AND APPROVAL. 5 6 7 EF 3 M2.01 MIN 1' - 6" EF-9EF-8 EF-7 EF-11 EF-12 3 M2.09 01 M7.11 TYP. EF-10 8"ø 8"ø M-2101M-2101 6"ø EF-13 6"ø M-2101 6"ø M7.12 07 (TYP) KEYNOTE LEGEND POOL PUMP ROOM 22 CHEMICAL ROOM 25 10 " ø 10"ø 10"ø EA EA OA O A EA 3' - 0 " 8"ø 8"ø 8"ø 10 " ø 10 " ø 10 " ø EF-9 1' - 0 " TYP. M-0012 01 M7.11 TYP.6"ø ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL ROOF PLAN - BLDG A & B M2.09 OCH MONROE ST. POOL REPLACEMENT MECHANICAL ROOF PLAN - BLDG A & B 1/8" = 1'-0"MECHANICAL ROOF PLAN -BLDG A 11/8" = 1'-0"MECHANICAL ROOF PLAN -BLDG B 2 1/4" = 1'-0"POOL BOILER EXHAUST FLUE & FRESH AIR INTAKE DUCTS 3 ITEM DESCRIPTION M-0004 MAINTAIN 10'-0" DISTANCE TO MECHANICAL FORCED INLET M-0007 ALL DUCTWORK WITHIN BUILDING SHALL BE 316 SS 20 GA UNLESS OTHERWISE INDICATED. INCLUDING HANGER STRAPS, CLAMPS AND SCREWS. M-0012 REFER TO POOL DRAWINGS FOR BOILER FLUE AND FRESH AIR INTAKES M-1702 OUTSIDE AIR DUCT DOWN M-2101 CPVC SCHEDULE 40 EXHAUST AIR DUCT UP M-2806 VOLUME DAMPER M-2812 METAL ROOF & RAIN CAP. SEE DETAIL 13/M7.11 1 Revision 1 Date 1 No. M31731 Exp. 06/30/201506/30/2025 256203102 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 T FC A 2-1 T FC A 2 -5 T FC A 1-1 T FC A 1 -3 OS OS OS OS OS OS OS OS RD C L RD C L T EF -15 RD C L 1 2 3 4 ABCD MULTI PURPOSE ROOM 14 MEN'S RESTROOM 04 STAFF LOUNGE 03 STAFF RR 03A STAFF SHOWER 03B LOBBY 01 ADMIN 07 OFFICE 07A WOMEN'S RESTROOM 09 FIRST AID 16 EQUIPMENT STORAGE 17 WOMEN'S SHOWER 11 WOMEN'S SHOWER 11 EXTERIOR STORAGE 18 FC A 1-1 FC A 2-2 FC A 2-3 FC A 2-4 FC A 2-5 FC A 1-2 FC A 1-3 MEN'S CHANGING/ LOCKERS 05 MEN'S SHOWER 06 STORAGE 09A STORAGE 04A T FC A 2-4 T FC A 2-2 T FC A 1-2 EF-3B EF-3A M-3904 M-3904 M-3904M-3904 M-3904 M-3904 M-3904 M-3904 T TYP. M-0008 TYP. M-0008 TYP. M-0008 TYP. M-0008 GENERAL NOTES 1. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (RATED OR NON-RATED) MINIMUM 8"x8" SIZE FOR VALVES, METERS, OR DEVICES REQUIRING MAINTENANCE. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY CODE. COORDINATE WITH ARCHITECT FOR FINAL APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION. 2. PROVIDE FIRESTOPPING AT PIPE PENETRATIONS THROUGH RATED WALLS. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND THE SAME AREAS. REFER TO ARCHITECTURAL SHEETS FOR FIRE RATING ASSEMBLIES. 3. REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND FITTINGS MAY NOT BE SHOWN BUT SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCES WITH UNFORESEEN COMPONENTS. CONTRACTOR TO VERIFY ALL PIPE SIZES, LINE LENGTHS, ROUTING, FILTERS, Y-STRAINERS, SHUT OFF VALES, INSULATION & ACCESSORIES WITH MANUFACTURER 4. PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENERS AT DISSIMILAR METAL CONNECTIONS OF CONTACT POINTS PER MANUFACTURER 5. REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPE ROUTING. 6. ALIGN THERMOSTATS, TEMPERATURE SENSORS, AND CO2 SENSORS WITH OTHER WALL DEVICES SUCH AS LIGHT SWITCHES. FIELD COORDINATE WITH OTHER TRADES PRIOR TO INSTALLATION. SHOULD BE INSTALLED PER CODE. 5 6 7 EF POOL PUMP ROOM 22 ELECTRICAL 21 PUMP PIT 22B BACKWASH 22A CHEMICAL ROOM 24 CHEMICAL ROOM 25 FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E STORAGE 19 TANK STORAGE 23 KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG A & B M3.01 OCH MONROE ST. POOL REPLACEMENT MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG A & B 1/8" = 1'-0"MECHANICAL PIPING/CONTROLS FLOOR PLAN -BLDG A 11/8" = 1'-0"MECHANICAL PIPING/CONTROLS FLOOR PLAN -BLDG B 2 ITEM DESCRIPTION M-0008 REFRIGERANT PIPING UNISTRUT RACK ATTACHED TO STRUCTURE 03-M7.11 M-3904 INSULATED REFRIGERANT PIPING LIQUID AND SUCTION LINES UP THRU ROOF 1 Revision 1 Date 1 No. M31731 Exp. 06/30/201506/30/2025 256203103 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD SF-2 SF-1 SF-3 SF-4 EF-5A EF-6 EF-4 EF-1A EF-2 M-3905 M-3905 M-3905 M-3905 M-3905 M-3905 M-3905 M-3905 FC A 2-4 FC A 2-5 FC A 2-3 FC A 1-1 FC A 2-1 FC A 1-2 FC A 1-3 FC A 2-2 HP A 2-1 HP A 1-1 M7.11 07 (TYP) GENERAL NOTES 1. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE AREAS (RATED OR NON-RATED) MINIMUM 8"x8" SIZE FOR VALVES, METERS, OR DEVICES REQUIRING MAINTENANCE. INSTALL LARGER ACCESS PANELS FOR LARGER EQUIPMENT AS REQUIRED BY CODE. COORDINATE WITH ARCHITECT FOR FINAL APPROVAL OF FINAL LOCATIONS PRIOR TO INSTALLATION. 2. PROVIDE FIRESTOPPING AT PIPE PENETRATIONS THROUGH RATED WALLS. COORDINATE WITH OTHER TRADES THAT MAY HAVE PENETRANTS AROUND THE SAME AREAS. REFER TO ARCHITECTURAL SHEETS FOR FIRE RATING ASSEMBLIES. 3. REQUIRED OFFSETS, COMPONENTS, ACCESSORIES, AND FITTINGS MAY NOT BE SHOWN BUT SHALL BE PROVIDED AS REQUIRED TO AVOID INTERFERENCES WITH UNFORESEEN COMPONENTS. CONTRACTOR TO VERIFY ALL PIPE SIZES, LINE LENGTHS, ROUTING, FILTERS, Y-STRAINERS, SHUT OFF VALES, INSULATION & ACCESSORIES WITH MANUFACTURER 4. PROVIDE DIELECTRIC UNIONS, GASKETS, AND FASTENERS AT DISSIMILAR METAL CONNECTIONS OF CONTACT POINTS PER MANUFACTURER 5. REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN PIPE ROUTING. 6. ALIGN THERMOSTATS, TEMPERATURE SENSORS, AND CO2 SENSORS WITH OTHER WALL DEVICES SUCH AS LIGHT SWITCHES. FIELD COORDINATE WITH OTHER TRADES PRIOR TO INSTALLATION. SHOULD BE INSTALLED PER CODE. 5 6 7 EF EF-9EF-8 EF-7 EF-11 EF-12 EF-10 EF-13 KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL PIPING & CONTROLS ROOF PLAN - BLDG A & B M3.09 OCH MONROE ST. POOL REPLACEMENT MECHANICAL PIPING & CONTROLS ROOF PLAN - BLDG A & B 1/8" = 1'-0"MECHANICAL PIPING/CONTROLS ROOF PLAN -BLDG A 11/8" = 1'-0"MECHANICAL PIPING/CONTROLS ROOF PLAN -BLDG B 2 ITEM DESCRIPTION M-3905 INSULATED REFRIGERANT PIPING LIQUID AND SUCTION LINES DOWN THRU ROOF No. M31731 Exp. 06/30/201506/30/2025 256203104 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NETWORK TOPOLOGY MAY VARY BASED UPON FIELD CONDITIONS CONTROLS PROVIDED AND INSTALLED BY RUSSELL SIGLER INC CONTROLS GROUP ANY PC OR INTERNET DEVICE WITH STANDARD WEB BROWSER SOFTWARE AND LAN ACCESS, SUPPLED BY OTHERS 1 PC CU S T O M E R L O C A L A R E A N E T W O R K WEB SERVER 1 WS LOCAL AREA NETWORK 042007DB WIRE LEGEND BACNET MS/TP NETWORK WIRING BURIAL BACNET MS/TP NETWORK WIRING 042002-S PROVIDED AND INSTALLED BY OTHERS 24 AWG 2 COND SHIELDED, PLENUM, ORANGE 24 AWG 2 COND SHIELDED, BURIAL, BLACK LINE STYLE WIRE TYPE PART NUMBER DESCRIPTION I/O NETWORK WIRING 043009AL 22 AWG 2 COND SHIELDED, PLENUM, BLUE VRF NETWORK WIRING 001320-S 16 AWG 2 COND SHIELDED, PLENUM, WHITE A-1-2 SPLIT SYSTEM UNIT A-1-1 HP VRF CONDENSING UNIT X/Y P/Q 1 VRF VRF GATEWAY LAN X/Y A-1-3 FC SPLIT SYSTEM UNIT A-2-1 SPLIT SYSTEM UNIT A-2-1 VRF CONDENSING UNIT A-2-2 SPLIT SYSTEM UNIT A-2-3 SPLIT SYSTEM UNIT A-2-4 SPLIT SYSTEM UNIT A-2-5 SPLIT SYSTEM UNIT A-1-1 SPLIT SYSTEM UNIT LOCATION TO BE FIELD VERIFIED GS1S2 OPEN ROUTER NR 120VAC E LOCATION TO BE FIELD VERIFIED LOCATION TO BE FIELD VERIFIED E CONTROL PANEL CP LOCATION TO BE FIELD VERIFIED E CONTROL PANEL CP LOCATION TO BE FIELD VERIFIED FCFC HP FC FC FC FC FC 1 1 2 120VAC 120VAC P/Q P/Q P/Q X/Y P/Q P/Q P/Q P/Q P/Q P/Q FILTER HEAT PUMP SARA LOW (BO) MED (BO) HIGH (BO) H P SUPPLY FAN HEAT (BO) COOL (BO) ECM VRF COMM SPACE SENSOR TEMP (AI) FACTORY INSTALLED CARRIER VRF FAN COIL CONTROLLER CONTROLS PROVIDED AND INSTALLED BY RUSSELL SIGLER INC CONTROLS GROUP TOTALS VRF BACNET GATEWAY POINTS HARDWARE POINTS SOFTWARE POINTS POINT NAME SHOW ON GRAPHICAI AO BI BO AV BV SCHED TREND ALARM SPACE TEMPERATURE TEMPERATURE SETPOINT SUPPLY FAN COMMAND SUPPLY FAN SPEED STATUS 0 0 0 0 11 0 1 2 6 12 ×× × INDOOR UNIT MALFUNCTION CODE OUTDOOR UNIT COMPRESSOR SPEED SCHEDULE × INDOOR UNIT MODE STATUS × OUTDOOR UNIT MODE STATUS OUTDOOR UNIT MALFUNCTION CODE INDOOR UNIT MODE COMMAND TEMPERATURE SETPOINT STATUS × × × × × × × × × × × × × × × × × × × × × × × × × × × 24" MAX 34 " M A X 46 " M A X S I D E A P P R O A C H FINISHED FLOOR 44 " M A X F R O N T A P P R O A C H (I F C O U N T E R W I T H K N E E S P A C E P E R CB C 1 1 A - 1 I ) WALL TOP OF THERMOSTAT, SWITCH, OUTLET, CONTROL THERMOSTAT OR ZONE TEMPERATURE SENSOR 1 2 3 2 1 3 *PROVIDE MIN. 30"x48" CLEAR FLOOR SPACE FOR PERPENDICULAR APPROACH AT EACH LOCATION. 12" 48" 4" DOOR JAMB STRIKE SIDE OF JAMB THERMOSTAT OR ZONE TEMPERATURE SENSOR CARBON DIOXIDE OR OTHER ZONE SENSOR TOP OF STAT, SWITCH, SENSOR, ETC. FINISHED FLOOR 1 2 3 4 5 6 1 2 3 4 5 6 FINISHED FLOOR CT THE FAN SHALL RUN ANYTIME THE BUILDING HVAC UNITS IS OPERATING. EXCEPT EXHAUST FAN(S) EF-8, 9 AND 13. THE FAN(S) WILL BE OPERATED ON 24 HOURS PER DAY, 7 DAYS PER WEEK TIME SCHEDULE (ADJ.). THE FAN SHALL HAVE A MINIMUM RUNTIME OF 10 MIN (ADJ.). THE CONTROLLER SHALL MONITOR THE FAN STATUS. ALARMS SHALL BE PROVIDED AS FOLLOWS: • FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. BO - FAN START/STOP BI - FAN STATUS EA M CA R R I E R N N A T I V E B A C N E T CO N T R O L L E R CT BO - FAN START/STOP 24 V A C SA M SA SPACE FILTERQTY. 4 QTY. 10 BA C N E T M S / T P CONTROL PANEL SHALL CONFORM TO UL 5A STANDARDS SEQUENCE OF OPERATION RUN CONDITIONS - SCHEDULED: THE HVAC UNIT SHALL RUN BASED UPON AN OPERATOR ADJUSTABLE SCHEDULE. THE UNIT SHALL HAVE A MINIMUM RUNTIME OF 10 MINS (ADJ.) IN THE OCCUPIED MODE, THE UNIT SHALL OPERATE PER ITS INTERNAL CONTROLS, CONSTANT VOLUME SUPPLY FAN, COMPRESSOR SPEED, AND CONDENSER FAN TO MAINTAIN ZONE TEMPERATURE SUMMER SETPOINT OF 75°F (ADJ.) AND WINTER SETPOINT OF 70°F (ADJ.). ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH TEMPERATURE: IF THE ZONE TEMPERATURE IS GREATER THAN 82°F (ADJ.) • LOW TEMPERATURE: IF THE ZONE TEMPERATURE IS LOWER THAN 60°F (ADJ.) RUN CONDITIONS - UNOCCUPIED: DURING THE UNOCCUPIED PERIOD, THE UNIT SHALL OPERATE IF THE ZONE TEMPERATURE IS HIGHER THAN A NIGHT TIME SETPOINT OF 85°F (ADJ.) OR LOWER THAN 60°F (ADJ.). ZONE SETPOINT ADJUSTMENT: THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE SETPOINT BY UP TO +/-2°F (ADJ.). FIRE ALARM SHUT-DOWN: UPON RECEIVING A SIGNAL FROM THE FIRE ALARM SYSTEM, THE UNIT SHALL SHUT DOWN. THE UNIT CONTROLLER THROUGH A BACNET TRANSLATOR SHALL MONITOR AND ALARM THE UNIT STATUS AND THE ZONE TEMPERATURE, SEE DETAIL 12/M6.01 FOR DETAILED DIAGRAM AND BACNET GATEWAY POINTS SA BMS T OUTDOOR UNIT INDOOR UNIT BACNET INTERFACE VERIFY CONNECTION LOCATION TO UNIT CT THE FAN SHALL RUN ANYTIME THE LIGHT SWITCH IS ON. THE CONTROLLER SHALL MONITOR THE FAN STATUS ALARMS SHALL BE PROVIDED AS FOLLOWS: • FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. *SEE DETAIL 03/M6.01 FOR CONTROLLER INFORMATION LIGHT SWITCH (START/STOP) INTERLOCK BI - FAN STATUS EA M SBA C N E T * CO N T R O L L E R QTY. 2 CT THE CONTROLLER SHALL MONITOR TEMPERATURE AND ENABLE FAN PER ADJ. SETPOINT THE FAN SHALL HAVE A MINIMUM RUNTIME OF 10 MIN (ADJ.). THE FAN WILL BE OPERATED ON 24 HOURS PER DAY, 7 DAYS PER WEEK TIME SCHEDULE (ADJ.). THE DDC SYSTEM SHALL MONITOR TEMPERATURE AND PROVIDE ALARM FOR THE FAN. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATER THAN 80°F (ADJ.) • FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. *SEE DETAIL 03/M6.01 FOR CONTROLLER INFORMATION BO - FAN START/STOP BI - FAN STATUS EA M S AI - ZONE TEMP EMS BA C N E T * CO N T R O L L E R QTY. 2 NOTES: COMMUNICATION BUS SPECIFICATION: 1. A 24 AWG 2-CONDUCTOR-SHIELDED-STRANDED CABLE (PLENUM RATED AS REQUIRED) MUST BE DAISY CHAINED FROM CONTROLLER TO CONTROLLER. IT SHOULD BE COLOR CODED (RED, BLACK, WHITE). 2. THE COMMUNICATION CABLE OPERATES AT UP TO 5 VDC. VERIFY WITH THE LOCAL CODE AUTHORITY AND SPECS REGARDING CONDUIT REQUIREMENTS. 3. NO "T" TAP OR "STAR" TYPE CONNECTIONS ARE PERMITTED. 4. TERMINATE THE SHIELDS ON THE DESIGNATED TERMINAL AT EACH DEVICE. 5. 30 CONTROLLER’S MAXIMUM PER COMMUNICATION BUS SEGMENT. 60 CONTROLLER’S MAXIMUM PER NETWORK ROUTER. 6. A REPEATER IS REQUIRED EVERY 2000 FT. OR 30 DEVICES. MAXIMUM OF 4 REPEATERS PER BUS FOR A TOTAL OF 10,000 FT. GENERAL NOTES: 1. THE 2 CONDUCTOR COMMUNICATION CABLE AND SENSOR CABLES MUST ALWAYS BE IN A SEPARATE JACKET FROM ONE ANOTHER. NEVER RUN THESE CABLES IN THE SAME CONDUIT AS, OR BUNDLE THEM WITH, AC POWER WIRING OF ANY VOLTAGE. DO NOT STRAP THESE CABLES ALONG ANY CONDUITS THAT CONTAIN AC POWER WIRING OF ANY VOLTAGE. DO NOT RUN THESE CABLES IN RINGS OR CONDUIT WITH FIRE, LIFE, SAFETY, SECURITY, NETWORK, TELEPHONE, POWER, OR OTHER WIRING. WHEN RUNNING COMMUNICATION AND SENSOR WIRING PARALLEL TO OTHER CABLING OR CONDUIT MAINTAIN A 12 IN. DISTANCE. 2. ETHERNET AND/OR INTERNET CONNECTION TO i-VU ARE SUPPLIED AND MAINTAINED BY BUILDING OWNER/OPERATOR. INSTALLATION COORDINATION NOTES: 1. INSTALLER SHALL COORDINATE ALL POWER AND DATA CONNECTION REQUIREMENTS WITH THE GC ONSITE. 2. INSTALL ALL COMPONENTS IN ACCORDANCE WITH THE SPECIFICATION, APPLICABLE CODES AND MANUFACTURER’S LITERATURE SEE DETAIL 03, 05, & 06/M6.10 SEE DETAIL 09 & 12/M6.10 SEE DETAIL 09 & 12/M6.10 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL CONTROL SEQUENCES AND DIAGRAMS M6.01 OCH MONROE ST. POOL REPLACEMENT MECHANICAL CONTROL SEQUENCES AND DIAGRAMS NTSTHERMOSTAT MOUNTING OVER OBSTRUCTION 02 NTSTHERMOSTAT MOUNTING HEIGHT DETAIL 01 NTSSUPPLY AND EXHAUST FAN, SCHEDULED, DDC (CP-1 & CP-2)03NTSSPLIT SYSTEM COOLING UNIT, DDC 09 NTSEF, INTERLOCK WITH LIGHT CIRCUIT 06 NTSEXHAUST FAN, TEMPERATURE CONTROL, DDC 05 NTSBACS RISER DIAGRAM 07 NTSSPLIT SYSTEM COOLING UNIT, DDC 12 No. M31731 Exp. 06/30/201506/30/2025 256203105 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NOTE: 1. SEE STRUCTURAL HANGER DETAILS 1/S6.92, 1/S6.93 AND SEISMIC BRACE DETAIL 2/S6.92 FOR UPPER ATTACHEMENT CONNECTION. 2. PULL BACK JACKET & INSULATION FROM CORE DUCT COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED TAPE AND SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE. SECURE JACKET WITH TWO WRAPS OF TAPE OR AN APPROVED CLAMP. TUCK IN EDGE OF JACKET OR TAPE. FIBERS SHALL NOT BE EXPOSED. 3. IF DIFFUSER IS LESS THAN OR EQUAL TO 56 LBS, PROVIDE TWO #12 GAGE SLACK SAFETY WIRES AT DIAGONAL CORNERS. IF DIFFUSER IS MORE THAN 56 LBS, PROVIDE INDEPENDENT SUPPORT USING 4 TAUT #12 GAGE WIRES, ONE AT EACH CORNER, ATTACHED TO STRUCTURE ABOVE. 4. CEILING MOUNTED AIR TERMINALS WEIGHING LESS THAN OR EQUAL TO 20LBS SHALL HAVE ONE (1) #12 GA. SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL TO THE STRUCTURE ABOVE. FLEX DUCT INSULATED FLEXIBLE DUCT INSTALLED WITH INNER DUCT STRETCHED TAUT (TAKE UP SLACK) HANGER STRAP SECURE TO STRUCTURE ABOVE (SEE NOTE #1) DUCT COLLAR (SEE NOTE #2) ROUND DUCT 3/8" BAND ON DUCT COLLARS (TYP) SECURE TO STRUCTURE ABOVE (SEE NOTES #1, #3 #4) FACTORY MOUNTED SHEET METAL INLET COLLAR SECURE WITH CLAMPING DEVICE 4" WIDE SHEET METAL STRAP CEILING SECURE WIRE TO STRUCTURE ABOVE (SEE NOTE #1) 1 2 3 4 5 6 7108 9 11 1 2 3 4 5 6 7 8 9 10 11 LOCKING QUADRANT VOLUME DAMPER 12 12 13 1" 20 GAGE DUCT STRAP ONE PER SIDE (4 TOTAL). ATTACH TO GRID WITH 2 #8 SM SCREWS. PROVIDE RUBBER WASHER WHEN TAPPING INTO AIR TERMINAL DEVICE 13 NON-RATED PARTITION (SEE NOTE #1) DUCT SIZE PER PLANS BACKING ROD FILL VOID WITH LOOSE ROCKWOOL OR GLASS FIBERNOTES: 1.SEE ARCHITECTURAL DRAWINGS FOR PARTITION TYPE AND CONSTRUCTION. 1 2 3 4 5 SEALANT FRAMED DUCT OPENING (SEE NOTE #2) 2.SEE STRUTURAL DRAWINGS FOR TYPICAL OPENING FRAMING DETAILS. (TYP) 1 2 3 4 5 6 (TYP) (TYP) 6 NOTES: 1.SEE ARCHITECTURAL DRAWINGS FOR PARTITION RATINGS AND CONSTRUCTION. FIRE STOP RATING SHALL MATCH PARITION RATING. 2.SEE STRUTURAL DRAWINGS FOR TYPICAL OPENING FRAMING DETAILS. (TYP) 1 2 3 4 5 6 7 8 (TYP) (TYP) FIRE RATED PARTITION (SEE NOTE #1) DUCT SIZE PER PLANS BACKING ROD FRAMED DUCT OPENING (SEE NOTE #2) 1 6 7 8 FILL VOID WITH LOOSE ROCKWOOL OR GLASS FIBER 2 MINIMUM 5/8" FIRE RATED CAULK. PRODUCT PERFORMANCE PER ASTM-E814 (UL 1479) FIRE TEST AND UL THROUGH- PENETRATION FIRESTOP SYSTEM #WL1002 3 1/4" THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL 4 GLASS FIBER BLANKET INSULATION JACKETED ON THE OUTSIDE WITH FOIL- SCRIM-KRAFT FACING. LONGITUDINAL AND TRANSVERSE JOINTS SEALED WITH FOIL-SCRIM KRAFT TAPE 5 (TYP) FLOW AIR D FL O W AI R 4 5 ° NOTE: 1. LATERAL TAKE-OFF UNLESS OTHERWISE NOTED ON PLANS. SHEET METAL DUCT AS SPECIFIED LOCKING QUADRANT VOLUME DAMPER LATERAL TAP MAIN DUCT TRANSITION INSIDE RADIUS = DIAMETER 1 2 3 4 5 6 1 2 3 4 5 6 1 RETURN/EXHAUST AIR FLOW AIR FLOW SUPPLY 45° BRANCH DUCT LOCKING QUADRANT VOLUME DAMPER 1/3W, 6" MINIMUM CLINCH COLLAR MAIN DUCT W 1 2 3 4 5 2 3 4 5 RETURN/EXHAUST AIR FLOW AIR FLOW SUPPLY 45° D FL O W AI R SHEET METAL DUCT AS SPECIFIED LOCKING QUADRANT VOLUME DAMPER 1/3D, 6" MINIMUM CONICAL TAP MAIN DUCT 1 1 2 3 4 5 2 3 4 5 SUPPLY/ RETURN/ EXHAUST AIR GRILLE. SINGLE OR DOUBLE-DEFLECTION VANES. SEE AIR TERMINAL SCHEDULE FOR TYPE. MAIN OR BRANCH SUPPLY/ EXHAUST/ RETURN DUCT (RECTANGULAR SIMILAR) PROVIDE GRILLE EACH SIDE OF DUCT WHERE INDICATED ON PLANS MANUAL OR REMOTE VOLUME DAMPER. SEE FLOOR PLAN FOR TYPE 1 2 3 4 SIDE VIEW FRONT VIEW 1 2 3 21 45.00° FRONT VIEW TOP VIEW 1 2 8 " MIN 4 4 NOTE: 1. COORDINATE EXACT LOCATION OF WALL MOUNTED CONCEALED REGULATOR WITH ARCHITECT PRIOR TO INSTALLATION. 2. THE ELECTRONIC AND REMOTE CONTROL SYSTEM IS DESIGNED TO BE IMBEDDED IN THE WALL WITH THE FINISHED SURFACE. 3. OPERATION TO BE ADJUSTABLE USING HAND HELD REMOTE. ROUND DAMPER OR RECTANGULAR SINGLE BLADE DAMPER UNIVERSAL DRIVE DAMPER PLENUM RATED WIRE WITH FEMALE DC POWER CONNECTOR 1 2 3 1 2 3 4 5 66 EIGHT CONNECTOR WALL PLATE INTERFACE WITH COVER FINISHED WALL MOTOR CONTROL MODULE AND WIRE TETHER 4 5 6 COVER 1 NOTE: 1. SEE STRUCTURAL HANGER DETAILS 1/S6.92, 1/S6.93 & 2/S6.92 FOR SEISMIC, METAL CHANNEL STRUT FRAMING, CABLE & ROD HANGER DETAILS 2. RODS, TRAPEZE HANGERS, STRAPS, BANDS, ETC. SHALL BE SIZED PER STRUCTURAL DETAILS. 3. PROVIDE STRAP AND SUPPORT 8'-0" O.C.. 4. PROVIDE SEISMIC SUPPORT AS REQUIRED IF DUCTWORK IS INSTALL ADJACENT TO PIPING, CONDUITS, CABLE TRAYS, OR ANY OTHER PHYSICALLY SIGNIFICANT UTILITIES ON THE SAME PLANE THAT WOULD CAUSE IMPACT DUE TO SWAYING. UTILITIES SHALL BE CONSIDERED ADJACENT IF THEY FALL WITHIN A 45 DEGREE SWAY FROM DUCTWORK. ROUND DUCT (MAX CROSS SECTIONAL AREA 6 SQ. FT) RECTANGULAR DUCT (MAX CROSS SECTIONAL AREA 6 SQ. FT) NA (1) #10 SCREW PER SIDE SHEET METAL SCREW 1" x 22 GA. METAL STRAP SECURE TO STRUCTURE ABOVE, (SEE NOTE # 1) (TYP)(TYP) (TYP)2 3 4 5 6 4 526 4 6 1 5 CEILING HANGER STRAP SECURE TO STRUCTURE ABOVE, ATTACH STRAP WITH 2 - #12 SMS (SEE NOTE #1) TRANSFER BOOT1 2 3 4 5 INTERNALLY LINED SHEET METAL SOUND BOOT (SEE NOTES #2 & #3) 1 3 5 6" MIN. 6 2 6 WIRED MESH SCREEN AT TERMINATION OPENING SHALL BE 8" MINIMUM FROM STRUCTURAL NOTE: 1. SEE STRUCTURAL DETAIL1/S6.92 FOR UPPER ATTACHMENT DETAIL. 2. FOR BOOT DIMENSIONS, REFER TO MECHANICAL FLOOR PLANS. 3. SEE DUCT INSULATION SCHEDULE ON M0.20 FOR MATERIAL AND THICKNESS REQUIREMENTS. 7 WALL TO ROOF STRUCTURE 7 4 8 WALL GRILLE, SEE FLOOR PLAN FOR SIZING 4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL DETAILS AND DIAGRAMS M7.10 OCH MONROE ST. POOL REPLACEMENT MECHANICAL DETAILS AND DIAGRAMS NTSRETURN/EXHAUST GRILLE CONNECTION 02 NTSDUCT THRU NON-RATED PARTITION 13 NTSDUCT THRU RATED PARTITION 14 NTSROUND DUCT TAKEOFF 01NTSRECTANGULAR DUCT TAKEOFF 07NTSRECTANGULAR TO ROUND DUCT TAKEOFF 10 NTSDUCT MOUNTED GRILLE 03NTSCONCEALED ELECTRONIC REGULATOR CABLE SYSTEM DETAIL 09 NTSTYPICAL DUCT SUPPORT 08 NTSCEILING RETURN AIR PLENUM BOOT 15 No. M31731 Exp. 06/30/201506/30/2025 256203106 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 3 2 PROVIDE GAP BETWEEN INTEGRAL STRUT CHANNEL AND HARDWARE USED TO SECURE PIPE TO ALLOW FOR MOVEMENT OF SYSTEM 4 P1001 UNISTRUT HOT DIPPED GALVANIZED CHANNEL AND PIPE BRACKETS, SIZED FOR FULL PIPE SIZE BOLT THRU WALL (SEE NOTE #1) PROVIDE STANDARD STRUT CLAMPS 12" MAX SIDE VIEW 1 2 3 FRONT VIEW 4 5 5 INSULATED PIPING NOTE: 1.USE 1/2"Ø A307 BOLT INTO METAL STUD BACKING PROVIDE A MAXIMUM OF 6'-0" VERTICALLY BETWEEN WALL SUPPORTS. ADDITIONALLY PROVIDE WALL SUPPORT WITHIN 2'-0" OF ANY CHANGE OF DIRECTION. 2. 6 6 WALL MAX PIPE WEIGHT 10LBS/LF CPVC, SCHEDULE 40 STORM COLLAR GALVANIZED STEEL SHEET METAL ROOF CURB FLASHING CAP 1 3 4 7 2 1" CLEARANCE FROM STRUCTURE. REFER TO TABLE 8.2, 2019 CMC FOR MIN. DISTANCE FROM COMBUSTIBLE MATERIAL. AS LISTED BY UL 441 ROOFING ROOF DECK 8 9 10 CPVC, SCHEDULE 40 PIPE SIZE PER PLANSNOTES: 1. SEE ARCHITECTURAL DETAIL 14/A8.21 FOR FLASHING AND WEATHERPROOFING DETAILS. 2. GAS VENT SHALL TERMINATE AT LEAST 3'-0" ABOVE A FORCED AIR INLET LOCATED WITHIN 10'-0". 3. SEE STRUCTURAL DETAIL 3/S6.91 FOR ATTACHMENT INFORMATION SEALANT SECURE TO ROOF CURB WITH #8 SELF TAPPING SCREWS 12" O.C. MINIMUM 2 PER SIDE 5 LEVELED CURBED ROOF OPENING (SEE NOTE #1)6 1' - 0 " M I N / M A X (TYP) (TYP) 1 2 3 4 5 6 7 8 10 9 5 6 3' - 0 " M I N CPVC, SCHEDULE 40 GOOSE NECK OUTSIDE AIR INTAKE. SIZE PER PLANS 11 11 1'- 0 " M A X MAX 8" EASASA304 SS 16 GA ROOF JACK AND RAIN CAP. HEIGHT MINIMUM 18" FROM OPENING TO TOP OF ROOF 1 2 ROOFING RIGID INSULATION 6 7 8 STRUCTURAL DECK NOTES: 1.SEE ARCHITECTURAL DETAIL 12/A8.21 FOR FLASHING AND WEATHERPROOFING DETAILS. 1 6 89 INSECT SCREEN OVER OPENING DUCT SIZE PER PLANS. 8"ø MAX DUCT SIZE. 9 2 3 4 SEALANT STAINLESS STEEL HOSE CLAMP FLASHING MEMBRANE5 3 4 5 7 18" MAX FIRE RATED PARTITION (SEE NOTE #1) FIRE RATED CAULK 1/4" THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL (SEE NOTE #3) PIPE INSULATION (SEE NOTE #2) PIPE SIZE PER PLANS MINIMUM 1" DEEP FIRE RATED CAULK BACKING ROD FILL VOID WITH LOOSE ROCKWOOL OR GLASS FIBER 28 GAUGE GALVANIZED SHEET STEEL SLEEVE WITH A MINIMUM 2" LAP ALONG THE LONGITUDINAL SEAM NOTES: 1.SEE ARCHITECTURAL DRAWINGS FOR PARTITION RATINGS AND CONSTRUCTION. FIRE STOP RATING SHALL MATCH PARTITION RATING. 2. 1 2 3 4 5 6 7 8 9 (TYP) 1 2 3 4 5 8 7 (TYP) 6 9 (TYP) (TYP) (TYP) SEE PIPE INSULATION SCHEDULE ON DRAWING M0.20 FOR MATERIAL AND THICKNESS REQUIREMENTS. 3.FIRESTOPPING TO BE IN COMPLIANCE WITH REQUIREMENTS OF ASTM E814, & ANSI/UL 1479 NON-RATED PARTITION (SEE NOTE #1) PIPE INSULATION (SEE NOTE #2) PIPE SIZE PER PLANS FILL VOID WITH LOOSE ROCKWOOL OR GLASS FIBER 28 GAUGE GALVANIZED SHEET STEEL SLEEVE WITH A MINIMUM 2" LAP ALONG THE LONGITUDINAL SEAMNOTES: 1.SEE ARCHITECTURAL DRAWINGS FOR PARTITION TYPE AND CONSTRUCTION. 2.SEE PIPE INSULATION REQUIREMENTS ON DRAWING M0.20 FOR MATERIAL AND THICKNESS REQUIREMENTS. 1 2 3 4 5 6 7 8 SEALANT BACKING ROD PROVIDE ESCUTCHEON PLATE AT EXPOSED PENETRATIONS (TYP) 1 2 3 4 5 8 6 7 (TYP) (TYP) THREADED ROD HANGER (SEE NOTE #2) LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER 14 GAGE ZINC COATED SADDLE HARD INSULATION (2" THICK) FULL LENGTH OF SADDLE PIPE. MAX DIAMETER OF PIPE TO BE 2". MAX WEIGHT 2 LBS/LF (SEE PLANS FOR SIZES) UPPER ATTACHMENT (SEE NOTE #2) NOTES: 1. MAXIMUM HORIZONTAL HANGER SPACING FOR 1-1/4" PIPING AND SMALLER TO BE 5'-0" AND 1-1/2" PIPING AND LARGER TO BE 8'-0". 2. SEE STRUCTURAL HANGER DETAILS 1/S6.93 FOR METAL CHANNEL STRUT FRAMING. 3. 1/4" DIA AIRCRAFT CABLE PER DETAIL 5/S6.92. PROVIDE CABLE BRACING ON ALL 4 DIRECTIONS OF UNISTRUT/HANGER PER SINGLE PIPE. • PROVIDE TRANSVERSE BRACING AT 16'-0" MAX, O.C. EACH DIRECTION. MINIMUM (2) ON EACH STRAIGHT RUN. • PROVIDE LONGITUDINAL BRACING AT 24'-0" MAX. O.C. EACH SIDE OF UNISTRUT/HANGER, EACH DIRECTION. MINIMUM (1) ON EACH STRAIGHT RUN. 1 2 3 4 5 6 7 8 7 2" MIN. 2" MIN. 2 3 5 6 8 9 11 10 1 2 3 4 5 6 7 8 9 10 11 STRUCT CLAMP OR U-BOLT MINIMUM DISTANCE TO NEXT PIPE. MAX DIAMETER OF PIPE TO BE 2" (6 PIPES MAX) P1001 UNISTRUT. MAX SPAN 4'-0". MAX. WEIGHT 1,000 LBS SEISMIC AIRCRAFT CABLE IN 4 DIRECTIONS OF UNISTRUT PER SINGLE PIPE (SEE NOTE #3) 12 1 12 12 1 3 2 PROVIDE GAP BETWEEN INTEGRAL STRUT CHANNEL AND HARDWARE USED TO SECURE PIPE TO ALLOW FOR MOVEMENT OF SYSTEM 4 5 COOPER B-LINE DURA-BLOCK WITH INTEGRAL CHANNEL AND PIPE BRACKETS, SIZED FOR INSULATED PIPING PROVIDE STANDARD STRUT CLAMPS PIPE JACKET MAXIMUM (2) NON-GAS PIPES PER SUPPORT NOTES: 1. PROVIDE A MAXIMUM OF 6'-0" BETWEEN SUPPORT BLOCKS. ADDITIONALLY PROVIDE BLOCK WITHIN 2'-0" OF ANY CHANGE OF DIRECTION. REFER TO MANUFACTUER'S DATA FOR BLOCK SPACING OF MULTIPLE PIPES. 3" PIPE SIZE MAX SIDE VIEW 12" MAX 9.5" 6" TOP VIEW 1 2 3 4 5 4 5 6 7 8 9 10 11 12 31 BOTTOM INTAKE WEATHERHOOD DISCONNECT SWITCH BY FAN MANUFACTURER. INSTALL CONTROLLER SIDE-BY-SIDE PER MANUFACTURER. ALUMINUM STANDARD FILTER WITH A 2" MERV 13 SECONDARY FILTER STACKED ON TOP (SEE NOTE #3) SECURE TO ROOF CURB WITH #12 SELF TAPPING SCREWS. FASTEN UNIT TO CURB THROUGH PROVIDE HOLES ON ALL SIDES BACKDRAFT DAMPER LEVELED MANUFACTURER'S ROOF CURB (SEE NOTE #1). ANCHOR TO ROOF PER KEYNOTE #12 NOTE: 1. SEE ARCHITECTURAL DETAIL 12/A8.21 FOR FLASHING AND WEATHERPROOFING DETAILS. 2. SEE STRUCTURAL DETAIL 7/S6.93 FOR ANCHORAGE DETAILS. 3. PROVIDE ADDITIONAL FILTERS FOR FUTURE REPLACEMENT. ROOFING ROOF DECK PACK OPENING WITH INSULATION GALVANIZED SHEET METAL CLOSURE BELOW ROOF TO RETAIN INSULATION AROUND THE DUCT ANCHOR THRU MANUF. CURB FLANGE WITH #10 AT 6" O.C. AND PROVIDE FASTENERS PER STRUCTURAL (SEE NOTE #2) DUCT SIZE PER PLANS 1 2 3 4 5 6 7 8 9 10 11 12 2 BACKDRAFT DAMPER CURB CAP, SEE NOTE #1 FOR ATTCHMENT INFORMATION INSULATED DUCT. SEE M0.20 FOR INSULATION REQUIREMENTS AND ROOF PLAN FOR SIZING 2 3 4 1 4 2 FLEXIBLE CONNECTION1 3 NOTE: 1. SEE DETAIL 12/M8.21 FOR CURB TO ROOF ATTACHMENT 2. PROVIDE ADDITIONAL FILTERS FOR FUTURE REPLACEMENT, SEE 08/M7.11 FOR FILTER LOCATION AND LOCATIONS OF FAN POWER. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL DETAILS AND DIAGRAMS M7.11 OCH MONROE ST. POOL REPLACEMENT MECHANICAL DETAILS AND DIAGRAMS NTSVERTICAL PIPE SUPPORT ON WALL 03 NTSTYPE "B" VENT THRU ROOF (UP TO 12") AND COMBUSTION AIR INTAKE 01NTSOSA ROOF PENETRATION 13 NTSPIPE THRU FIRE RATED PARTITION 05 NTSPIPE THRU NON-RATED PARTITION 02 NTSREFRIGERANT PIPE AND TRAPEZE HANGER 09 NTSPIPE SUPPORT ON ROOF 07 NTSDOWN -SHOT SUPPLY FAN 08NTSSIDE -SHOT SUPPLY FAN 14 No. M31731 Exp. 06/30/201506/30/2025 256203107 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 FRONT REAR 4" MIN.12" MIN. 4" MIN. TOP OF STRUCTURE 1 3 2 KNOCKOUT FOR REFRIGERANT, DRAIN, POWER AND SIGNAL LINES SECURE FACTORY MOUNTING BRACKET TO WALL. SEE STRUCTURAL TYPICAL WALL MOUNTED DETAIL 1/S6.91 FOR ALL ANCHORAGE DETAILS. 1 2 UNIT OUTLINE 3 NOTE: 1. CLEARANCES OF 4" ON TOP OF AND TO THE LEFT OF THE FAN COIL UNIT ARE ABSOLUTE MIN. CLEARANCES OF 10" ARE RECOMMENDED. 2. REFRIGERANT IS METERED BY CAPILLARY TUBES IN THE OUTDOOR UNIT. INSULATE BOTH REFRIGERANT LINES. 3. REFRIGERANT, DRAIN, AND POWER CONNECTIONS TO BE MADE IN THE REAR OF THE UNIT. 4. WALL MOUNTED CONDENSATE PUMP FOR DUCTLESS FAN COIL UNITS SHALL HAVE SEPARATE 120V CONNECTION FOR PUMP. 4 WALL MOUNTED CONDENSATE PUMP 4 4 5 6 7 8 9 10 11 12 1 32 DISCONNECT SWITCH BY FAN MANUFACTURER BIRDSCREEN REMOVABLE TOP CAP WITH QUICK RELEASE LATCHED SECURE TO ROOF CURB WITH #12 SELF TAPPING SCREWS 12" O.C. MINIMUM 2 PER SIDE BACKDRAFT DAMPER LEVELED MANUFACTURER'S ROOF CURB (SEE NOTE #1). ANCHOR TO ROOF PER KEYNOTE #12 NOTE: 1. SEE ARCHITECTURAL DETAIL XX/AX.XX FOR FLASHING AND WEATHERPROOFING DETAILS. 2. SEE STRUCTURAL DETAIL 3/S6.91 AND 7/S6.93 FOR ANCHORAGE DETAILS. ROOFING ROOF DECK PACK OPENING WITH INSULATION 316 SS 20 GA SHEET METAL CLOSURE BELOW ROOF TO RETAIN INSULATION AROUND THE DUCT ANCHOR THRU MANUF. CURB FLANGE WITH #10 AT 6" O.C. AND PROVIDE FASTENERS PER STRUCTURAL (SEE NOTE #2) DUCT SIZE PER PLANS 1 2 3 4 5 6 7 8 9 10 11 12 NOTE: 1. SEE MECHANICAL DETAIL 13/M7.12 FOR NEOPRENE ISOLATION PAD DETAILS. 2. SEE ARCHITECTURAL DETAIL 15/A8.21 FOR FLASHING AND WEATHERPROOFING DETAILS. 3. SEE STRUCTURAL DETAIL 2/S6.91 FOR PLATFORM AND ANCHORAGE DETAILS. EXTENDED STACK, MAX 6 DIA. DUCT SIZED FOR MINIMUM DISCHARGE VELOCITY 3,000 FPM SIDE-SHOT DUCT CONNECTION. DUCT SIZED PER PLANS SECURE TO ROOF CURB WITH #12 SELF TAPPING SCREWS. 12" O.C. MIN 2 PER SIDE LEVEL BUILT UP PLATFORM WITH CAP (SEE NOTES #1 & #2) ATTACHMENT OF CURB TO ROOF DECK PER STRUCTURAL (SEE NOTE #2) WEATHERHOOD NEOPRENE ISOLATOR PADS, MODEL SUPER W MASONWEST OR EQUAL ROOFING ROOF DECK 1 2 3 4 5 6 7 8 9 10 BOLT THRU FAN BASE AND ISOLATOR PAD TO PLATFORM 1 2 4 5 8 9 3 6 7 10 (TYP) 3 F T CASSETTE CEILING NOTE: 1. SEE STRUCTURAL SUSPENDED EQUIPMENT DETAIL 1/S6.93 FOR ANCHORAGE DETAILS CEILING CASSETTE UNIT 3/8" THREADED ROD, TYP. 4, (SEE NOTE #1). DOUBLE NUTS WITH LOCKWASHER AT TOP AND BOTTOM OF FLANGE. REFER TO AND FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS AND PROVIDE ALL NECESSARY HARDWARE. CEILING ASSEMBLY 1 3 4 5 6 1 3 4 5 FLEXIBLE CONNECTION TRANSITION TO MATCH DUCT OPENING EXHAUST DUCT SIZE AND ROUTING PER PLAN FAN MANUFACTURER'S MOUNTING ANGLE CEILING GRILLE (TYP) (TYP) (TYP) 9 10 11 3 2 6 9 4 10 5 11 CEILING EXHAUST FAN2 7 OUTSIDE AIR DUCT CONNECTION .8 9 7 8 10 11 (TYP) (TYP) (TYP) EXHAUST FAN CEILING (TYP. 4)(TYP. 4) 1 2 3 4 5 6 7 8 ELECTRICAL INLETS REFRIGERANT PIPING, ROUTING PER PLANS SIZE PER MANUFACTURER'S RECOMMENDATIONS HEAT PUMP (MAX WEIGHT 250 LBS) NEOPRENE ISOLATOR PADS, MODEL SUPER W MASONWEST OR EQUAL ROOFING LEVEL BUILT UP PLATFORM WITH CAP (SEE NOTES #1 & #2) NOTE: 1. SEE ARCHITECTURAL DETAIL 15/A8.21 FOR FLASHING AND WEATHERPROOFING DETAILS. 2. SEE STRUCTURAL DETAIL 1/S6.94 FOR PLATFORM DETAILS. ROOF DECK ANCHORAGE TABS INTEGRAL TO HEAT PUMP. BOLT THRU TAB AND ISOLATOR PAD TO PLATFORM, PER MANUFACTURER'S RECOMMENDATIONS 1 2 3 4 5 6 7 8 1 3 2 1 2 44" MAX 12 " M I N 20 " M A X (2) 1/4" SCREWS EACH SIDE WEATHERPROOF DUCT W/ EPOXY PAINT EXTERIOR INSULATION NOTE: 1. HORIZONTAL DUCT SUPPORT SPACED NOT LESS THAN 8 FEET ON CENTER, MINIMUM OF 2 SUPPORTS. SECURE TO DUCT W/ 1/4" MACHINE BOLTS W/ LOCK WASHERS @ 6" O.C. SQUARE HSS 2x2x1/4 OR MANUFACTURED STRUT , PAINT W/ RUST PREVENTATIVE PAINT AFTER FABRICATION (TYP 2). WELD 3/16" CAP TO TOP, TYP. DURA-BLOK BASE SUPPORTS BY COOPER INDUSTRIES OR EQUIVALENT 40 " M A X RECTANGULAR DUCTWORK. SEE PLANS FOR SIZES 7 4 5 6 3 4 5 7 8 9 9 ROOFING12 11 10 10 SIDE VIEW (TYP.)11 10 2x2x1/8 ANGLE, PAINT W/ RUST PREVENTATIVE PAINT AFTER FABRICATION (TYP 2) 11 BASE SUPPORTS WITH 12 GA. GALV. CHANNEL NO ROOF PENETRATION ON ROOF REQUIRED 12 BOLT INTO CHANNEL 6 (TYP.) 8 8 (TYP.) 1 ANCHOR BOLT (SEE NOTE #1) STEEL WASHER EQUIPMENT SUPPORT PER MANUF. NEOPRENE GROMMET NEOPRENE RIBBED PAD (5/16" MIN.) LOAD DISTRIBUTING PLATE (3/16" MIN. STEEL) NOTE: 1. SEE STRUCTURAL DETAIL 2/S6.91 FOR PLATFORM AND ANCHORAGE DETAILS. 1 2 3 4 5 6 2 3 5 4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL DETAILS AND DIAGRAMS M7.12 OCH MONROE ST. POOL REPLACEMENT MECHANICAL DETAILS AND DIAGRAMS NTSWALL MOUNTED FAN COIL IN CMU WALL DETAIL 02 NTSUP BLAST EXHAUST FAN 03 NTSUTILITY SET EXHAUST FAN 08 NTSCEILING CASSETTE AND FAN DETAIL 09 NTSHEAT PUMP ON CONCRETE PAD ON ROOF 01NTSDUCT SUPPORT ON ROOF 07NTSNEOPRENE PAD ISOLATOR 13 No. M31731 Exp. 06/30/201506/30/2025 256203108 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 4. SEWER, WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL POINTS OF CONNECTION AT 5'-0" OUTSIDE OF THE BUILDING(S) UNLESS NOTED OTHERWISE. CONTINUATION OF THESE PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICATIONS. ALL SUCH PIPING SHALL BE INSTALLED IN A MANNER TO PROVIDE PROPER CONNECTION TO INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER BETWEEN PLUMBING AND CIVIL DRAWINGS, CONTRACTOR SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO ALLOW FOR PROPER CONNECTION. 5. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL. 6. HORIZONTAL SOIL, WASTE AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED WITHIN WALLS, BELOW FINISH FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED ABOVE CEILING OR WITHIN WALLS AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH ON PLANS. 7. HORIZONTAL SOIL AND WASTE PIPING 4" AND GREATER IN SIZE SHALL SLOPE AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. ALL SUCH PIPING 3" AND LESS IN SIZE SHALL SLOPE AT 1/4" PER FOOT. 8. HORIZONTAL STORM DRAIN AND OVERFLOW PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE. 9. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE. 10. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS WITH THE GENERAL CONTRACTOR, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD. 11. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO MATCH THE CORRESPONDING FIXTURE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FULL LINE SIZE FROM THE UPSTREAM END OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE. 12. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, ROUGH IN DIMENSIONS, AND MOUNTING HEIGHTS OF ALL FIXTURES, EQUIPMENT, ACCESS PANELS, HOSE BIBBS, RECESSED HOSE BIBBS, OVERFLOW DRAIN TERMINATION POINTS, AND OTHER EXPOSED PLUMBING ELEMENTS. WHERE DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S DIRECTION AND/OR APPROVAL PRIOR TO INSTALLATION. 13. ACCESS PANELS A. WHERE POSSIBLE, USE SAME ACCESS PANEL FOR SHUT-OFF VALVES, MIXING VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTORS AND/OR OTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT IN SAME IMMEDIATE VICINITY. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS. 14. CLEANOUTS. A. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR CLEANOUTS UNLESS OTHERWISE INDICATED, SHALL BE READILY ACCESSIBLE, AND SHALL BE CAREFULLY COORDINATED WITH CASEWORK, EQUIPMENT, AND OTHER ITEMS TO AVOID CONFLICT. NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS. WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS. 15. YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY STAMPED WITH "WATER", OR "SEWER" AS APPLICABLE. VALVES SHALL BE INSTALLED AND PROPERLY POSITIONED WITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT. ALL YARD BOXES AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. YARD BOX COVERS SHALL BE CONCRETE. SEWER CLEANOUT COVERS SHALL BE BRASS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 16. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT INSTALLED BY OTHERS AND REQUIRING PLUMBING CONNECTIONS PRIOR TO ORDERING OF MATERIALS OR INSTALLATION. COORDINATE EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION. 17. ACCESSIBLE LAVATORIES AND SINKS SHALL BE PROVIDED WITH INSULATED TRAP AND SUPPLY COVERS AS SPECIFIED. 18. ACESSIBLE WATER CLOSETS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR ACCESS SIDE. 19. ALL VALVES, UNIONS, CLEANOUTS, ETC. TO BE SAME SIZE AS PIPE UNLESS NOTED OTHERWISE. 20. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL MANDATORY MEASURES AND ASSOCIATED REQUIREMENTS. 21. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH FIRE RETARDANT CONSTRUCTION IN ACCORDANCE WITH SPECIFICATIONS. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W-L-1001. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS. ABBREVIATION DESCRIPTION ABV ABOVE A/C AIR CONDITIONING ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISH FLOOR AP ACCESS PANEL APPROX APPROXIMATELY ARCH ARCHITECT ASD AUTOMATIC SPRINKLER DRAIN ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BEL BELOW BFF BELOW FINISHED FLOOR BFP BACKFLOW PREVENTER BLDG BUILDING BTU BRITISH THERMAL UNIT PER HOUR CBC CALIFORNIA BUILDING CODE, CURRENT EDITION CD CONDENSATE DRAIN CEC CALIFORNIA ELECTRICAL CODE, CURRENT EDITION CFC CALIFORNIA FIRE CODE, CURRENT EDITION CFH CUBIC FEET PER HOUR CLG CEILING CMC CALIFORNIA MECHANICAL CODE, CURRENT EDITION CO CLEANOUT CONT CONTINUATION CONTR CONTRACTOR CPC CALIFORNIA PLUMBING CODE, CURRENT EDITION CVTR CONCENTRIC VENT THRU ROOF DIA DIAMETER DN DOWN DWG DRAWING EXIST EXISTING (E) EXISTING ELEC ELECTRICAL ENGR ENGINEER ET EXPANSION TANK F FAHRENHEIT FD FLOOR DRAIN FFE FINISH FLOOR ELEVATION FIN FLR FINISH FLOOR FLR FLOOR FM FACTORY MANUAL FPS FEET PER SECOND FT FOOT, FEET FV FLUSH VALVE GAL GALLONS GPM GALLONS PER MINUTE HP HORSE POWER HVAC HEATING VENTILATION AND AIR CONDITIONING HZ HERTZ ICW INDUSTRIAL COLD WATER IE INVERT ELEVATION IN INCHES IN WC INCHES WATER COLUMN INT INTEGRAL KW KILOWATT LBS POUNDS MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM NA NOT APPLICABLE NIC NOT IN CONTRACT NFPA NATIONAL FIRE PROTECTION ASSOCIATION NO NUMBER NTS NOT TO SCALE OC ON CENTER OCD OVERFLOW CONDENSATE DRAIN OD OVERFLOW DRAIN, OUTSIDE DIAMETER PCD PUMPED CONDENSATE DRAIN PH PHASE POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH RPM REVOLUTIONS PER MINUTE SD STORM DRAIN SF SQUARE FOOT SIM SIMILAR SS SERVICE SINK STRUCT STRUCTURAL TD TRENCH DRAIN TEMP TEMPERATURE THRU THROUGH TYP TYPICAL UL UNDERWRITER'S LABORATORY UNO UNLESS NOTED OTHERWISE V VOLT VBF VENT BELOW FLOOR VTR SANITARY VENT THRU ROOF W/ WITH W/O WITHOUT WCO WALL CLEANOUT WC WATER COLUMN WT WEIGHT YB YARD BOX DETAIL DEMOLITION KEYNOTE CONTINUATION PLAN IDENTIFICATION SHEET WHERE PLAN IS DRAWN ENLARGED PLAN KEYNOTE IDENTIFICATION OCCURANCE SPECIFIC INFORMATION DEMOLITION KEYNOTE IDENTIFICATION OCCURANCE DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN OCCURANCE FIXTURE IDENTIFICATION OCCURANCE SPECIFIC INFORMATION FIXTURE OR EQUIPMENT IDENTIFICATION SEE 1 P8.01 TYP 1 P4.01 RD-1 3", 900 SF TYP OF 4 0101 1", 150 CFH TYP OF 3 0101 TYP OF 4 1. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONNECTIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS. 2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CONCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING WITH STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK WITHOUT CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4-INCH DIAMETER PIPE MAXIMUM. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY. 3. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS. 4. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE. 5. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION PRIOR TO STARTING WORK. 6. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF BUILDING SEISMIC/EXPANSION JOINTS. PROVIDE SEISMIC/EXPANSION JOINTS FOR ALL PIPES CROSSING THESE LOCATIONS. 7. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 8. PLUMBING UTILITIES SHALL BE RUN INTO BUILDINGS AT AS LOW AN ELEVATION AS POSSIBLE. WHEREVER POSSIBLE, PLUMBING UTILITIES SHALL BE RUN BELOW THE EXISTING BUILDING FOOTING. WHERE PLUMBING UTILITIES CANNOT BE RUN BELOW EXISTING BUILDING FOOTINGS, CORING THRU STEM WALLS BELOW GRADE ABOVE FOOTING IS PERMITTED PROVIDED THE FOLLOWING: A. BORED HOLES DO NOT EXCEED 6" IN DIAMETER B. BORED HOLES DO NOT OCCUR LESS THAN 6" ON CENTER. C. THE CONTRACTOR SHALL LOCATE THE EXISTING WALL REINFORCEMENTS BY NON-DESTRUCTIVE METHODS TO INSURE THAT EXISTING WALL REINFORCEMENT IS NOT CUT OR DAMAGED DURING THE BORING. D. THE CONTRACTOR SHALL COORDINATE ALL BORING LOCATIONS WITH THE STRUCTURAL ENGINEER PRIOR TO CORING. E. PIPES SHALL NOT PENETRATE THE FOOTING. REFER TO DETAIL 01/S6.01. SS SD RPP DESCRIPTIONABBREVIATIONSYMBOL DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RETURN PIPING DOMESTIC TEMPERED HOT WATER PIPING TRAP PRIMER PIPING INDUSTRIAL COLD WATER PIPING SANITARY SOIL OR WASTE PIPING ABOVE FINISHED FLOOR SANITARY SOIL OR WASTE PIPING BELOW FINISHED FLOOR SANITARY VENT PIPING INDIRECT WASTE PIPING CONDENSATE DRAIN PIPING OVERFLOW CONDENSATE DRAIN PIPING CONDENSING EQUIPMENT CONDENSATE PIPING STD DELIVERY PRESSURE 8" WC GAS PIPING MEDIUM PRESSURE 5 PSI GAS PIPING STORM DRAIN PIPING ABOVE FINISHED FLOOR STORM DRAIN PIPING BELOW FINISHED FLOOR OVERFLOW DRAIN PIPING OD SD SD MPG G CC OCD CD IW V S OR W S OR W ICW TP TW HWR HW CW SHUTOFF COCK IN WALL ACCESS PANEL WALL CLEANOUT HOSE BIBB / PRESSURE REDUCING VALVE CHECK VALVE SOV IN WALL AP SOC IN WALL AP WCO PRV CV REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTERRPP FLOOR CLEANOUTFCO CLEANOUT TO GRADECOTG FLOOR DRAIN OR AREA DRAIN HB UNION SLEEVE PUMP TEMPERATURE AND PRESSURE RELIEF VALVETPV CAP ON END OF PIPE PIPE RISER DOWN (ELBOW) PIPE RISER UP (ELBOW) PIPE RISE OR DROP BRANCH LINE TOP CONNECTION BRANCH LINE BOTTOM CONNECTION FLOW IN DIRECTION OF ARROW WATER HAMMER ARRESTOR IN WALL ACCESS PANEL AQUASTAT SEISMIC JOINT TRAP PRIMER WITH SOV IN WALL ACCESS PANELTP W/ SOV IN WALL AP WHA IN WALL AP BALANCING VALVEBLV SHUTOFF VALVE IN WALL ACCESS PANEL SOV SHUTOFF VALVE ABOVE FINISHED GRADE SHUTOFF COCK ABOVE FINISHED GRADESOC CONTINUATION OF PIPING RECESSED HOSE BIBBRHB FLOOR SINK FIXTURE OR EQUIPMENT SUPPLY/STOP SHUTOFF VALVE BELOW FINISHED GRADE IN YARD BOXSOV BEL FIN GR IN YB ICEMAKER SUPPLY BOX GAS PRESSURE REGULATOR THERMOSTATIC MIXING VALVE OVERFLOW DRAIN SPILL TO GRADE ROOF RECEPTOR FLOOR DRAIN OR AREA DRAIN SS ICW TP TW IW CD OCD CC G MPG SD OD SYMBOLS/ABBREVIATIONS SS-U SANITARY SOIL OR WASTE PIPING UNDERGROUNDS OR W HATCH INDICATES ITEM(S) TO BE DEMOLISHED V 22. NO PIPING SHALL BE INCASED IN THE CONCRETE SLAB. 23. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTERS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 24. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA STATE ENERGY COMMISSION TO COMPLY WITH EFFICIENCY STANDARDS PER SECTION 2-5314(A) OF THE TITLE-24 REGULATIONS. 25. ALL EXISTING PIPING DAMAGED DURING EXCAVATION SHALL BE REPAIRED WITH MATERIALS TO MATCH EXISTING BY THE CONTRACTOR. 26. ALL UNDERGROUND IRON, COPPER OR STEEL PIPING LOCATED BOTH INSIDE AND OUTSIDE OF BUILDING SHALL BE ENCASED WITHIN A MINIMUM 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE. 27. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID. 28. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. AT WALL OR COLUMN LOCATIONS, PIPING ROUGH-IN SHALL BE STUBBED IN WALLS WHENEVER POSSIBLE. 29. ALL CUTTING OF EXISTING PAVINGS, WALKS AND/OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. 30. ABOVE GROUND PIPING SYSTEMS SHALL BE MARKED IN ACCORDANCE WITH ASME A13.1. 31. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. 32. ALL CONCEALED CONDENSATE DRAIN PIPING ABOVE CEILING SHALL BE INSULATED WITH 3/4" CLOSED CELL FOAM. INSULATION SHALL BE EQUAL TO ARMACELL "ARMAFLEX". 33. VENT PIPING SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR NOT LESS THAN 3 FEET ABOVE, AN OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT. 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA) 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; (2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2022 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.; 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.; (2021 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. PARTIAL LIST OF APPLICABLE STANDARDS 2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2022 EDITION (CALIFORNIA AMENDED) NFPA 14 STANDPIPE SYSTEMS 2016 EDITION (CALIFORNIA AMENDED) NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY PUMPS 2022 EDITION NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 EDITION NFPA 20 STATIONARY PUMPS 2022 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS 2022 EDITION (CALIFORNIA AMENDED) NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 EDITION (CALIFORNIA AMENDED) (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2019 EDITION SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION (CALIFORNIA AMENDED) BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2023) ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING LEGENDS AND GENERAL NOTES P0.10 OCH MONROE ST. POOL REPLACEMENT PLUMBING LEGENDS AND GENERAL NOTES GENERAL NOTES ABBREVIATIONS PLUMB ANNOTATION SYMBOLS GENERAL STRUCTURAL NOTES GENERAL NOTES APPLICABLE CODES PLUMBING SHEET INDEX ISSUE DATE SHEET NUMBER SHEET NAME PLUMBING 01/25/2024 P0.10 PLUMBING LEGENDS AND GENERAL NOTES 01/25/2024 P0.20 PLUMBING FIXTURE AND EQUIPMENT SCHEDULES 01/25/2024 P0.21 PLUMBING FIXTURE SCHEDULE & CALCULATIONS 04/24/24 P0.22 PLUMBING T24 BUILDING A 04/24/24 P0.23 PLUMBING T24 BUILDING B 01/25/2024 P1.01 PLUMBING DEMO FLOOR PLAN - BLDG A & B 01/25/2024 P1.09 PLUMBING DEMO ROOF PLAN - BLDG A & B 01/25/2024 P2.01 PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B 01/25/2024 P3.01 PLUMBING WATER & GAS FLOOR PLAN - BLDG A & B 01/25/2024 P3.09 PLUMBING ROOF PLAN - BLDG A & B 01/25/2024 P4.01 PLUMBING ENLARGED PLANS - BLDG A 01/25/2024 P4.02 PLUMBING ENLARGED PLANS - BLDG B 01/25/2024 P6.10 PLUMBING DETAILS 01/25/2024 P6.20 PLUMBING DETAILS Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203109 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING FIXTURE AND EQUIPMENT SCHEDULES P0.20 OCH MONROE ST. POOL REPLACEMENT PLUMBING FIXTURE AND EQUIPMENT SCHEDULES PLUMBING FIXTURE SCHEDULE ITEM UNIT UNIT FIXTURE TYPE ROUGH-IN CONNECTION SIZES (IN) MOUNT HARDWARE TYPE DESCRIPTIONMANUFACTURER MODEL NO. WASTE VENT COLD WATER HOT/TEMP ERED WATER BFP-1 ZURN 375 A BACKFLOW PREVENTER 3" REDUCED PRESSURE BACKFLOW PREVENTER BV-1 Therm-Omega-Tech , Inc.CS-1/2-XXX 1/2" NPT Valve Self-actuating thermostatic recirculation valve for domestic hot water (DHW) system COTG-1 ZURN Z1400-HD-VP CLEANOUT TO GRADE "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS AND WATER TIGHT BRONZE THREADED PLUG AND ROUND SCORIATED CAST IRON EXTRA-HEAVY-DUTY SECURED TOP ADJUSTABLE TO FINISHED FLOOR. DC-1 ZURN Z199-DC DOWNSPOUT COVER DOWNSPOUT COVER, ROUND FABRICATED STAINLESS STEEL FRAME WITH FABRICATED SECURED PERFORATED STAINLESS STEEL HINGED COVER. DF-1 HAWS 1501-1920W DRINKING FOUNTAIN W/ BOTTLE FILLER 3/4"HEAVY-DUTY CAST IRON BOWL WITH GLOSSY WHITE ENAMEL FINISH WITH VANDAL-RESISTANT BOTTOM PLATES, BOTTLE FILLER, 14 GAUGE TYPE 304 STAINLESS STEEL, WHITE POWDER COATED HOUSING WITH PUSH-BUTTON. EES-1 SEE POOL DRAWINGS SEE POOL DRAWINGS EMERGENCY EYEWASH/SHOWER 1 1/4"1 1/4"ROUGH-IN AND CONNECT ONLY, SPECIFIED UNDER POOL EQUIPMENT DRAWINGS. EQV-1 KOSO 314(60) SEISMIC GAS SHUT-OFF COCK 0"PIPE IN-LINE PACIFIC SEISMIC PRODUCTS, CALIFORNIA SEISMIC VALVE, UL LISTED, ANSI Z21.21 1012, CA-DSA NO. 13-07, 60 PSI MAX. PRESSURE. ET-1 WATTS PLT-12-M1 EXPANSION TANK 3/4" 4.5 GALLONS POTABLE WATER EXPANSION TANK, PRE-CHARGE, INLINE, 150PSI OPERATING PRESSURE, 50 LBS OPERATING WEIGHT. ETP-1 PPP PTS-4 ELECTRIIC TRAP PRIMER 3/4" ENCLOSED ELECTRONIC TRAP PRIMER SYSTEM WITH TIMER. 5 PORTS WITH CABINET AND VACUUM BREAKER, LEAD FREE. FCO-1 ZURN Z1400-BZ1 FLOOR CLEANOUT "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND CAST IRON EXTRA-HEAVY-DUTY SECURED TOP,. FD-1 ZURN Z415S FLOOR DRAIN, SQUARE STRAINER 2" 1 1/2" DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE S" SQUARE POLISHED NICKEL BRONZE, LIGHT-DUTY, LEVELING STRAINER, WITHOUT TRAP SEAL PRIMER CONNECTION. FD-2 ZURN Z415B FLOOR DRAIN, ROUND STRAINER 2" 1 1/2" DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE BZ" ROUND POLISHED NICKEL BRONZE, LIGHT-DUTY, LEVELING STRAINER, WITHOUT TRAP SEAL PRIMER CONNECTION. FD-3 ZURN Z158-6NH FLOOR DRAIN- BACKWASH PIT 6" 3" FLOFORCE HIGH PERFORMANCE DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE CLAMP AND LOW SILHOUETTE DOME STYRAINER. FS-1 ZURN Z1901 FLOOR SINK 2" 1 1/2" SANI-FLOOR RECEPTOR 12"x12"x6" DEEP CAST IRON BODY AND SQUARE, LIGHT-DUTY GRATE WITH 1/2" SLOTTED OPENINGS, WHITE ACID RESISTANT PORCELAIN ENAMEL COATED INTERIOR & TOP, COMPLETE WITH WHITE ABS ANIT-SPLASH INTERIOR BOTTOM DOME STRAINER. GPR-1 SENSUS 143-80 GAS PRESSURE REGULATOR, HORZ. 0" 5.0 PSI INLET PRESSURE AND 11" W.C OUTLET SETPOINT, GREEN SPRING, 6" - 14" W.C., 3/4" INLET & 1" OUTLET, 1" VENT, 1/8" ORIFACE, MAX FLOW RATE OF 250 CFH CFH, CAST GREY IRON BODY, COMPLETE W/ SHUT-OFF COCK AND UNIONS. PROVIDE REDUCER FITTINGS AS NECESSARY GPR-2 SENSUS 243-12-2 GAS PRESSURE REGULATOR, HORZ. 0" 5.0 PSI INLET PRESSURE AND 11" W.C OUTLET SETPOINT, GREEN SPRING, 6" - 14" W.C., 1" INLET & 2" OUTLET, 1" VENT, 1 1/4" ORIFACE, MAX FLOW RATE OF 10,500 CFH CFH, CAST GREY IRON BODY, COMPLETE W/ SHUT-OFF COCK AND UNIONS. PROVIDE REDUCER FITTINGS AS NECESSARY FOR UPSTREAM AND DOWNSTREAM GAS CONNECTIONS. HB-1 WOODFORD Y24-CH HOSE BIBB 0" 0" 3/4" 0" HOSE BIBB - ROOFTOP FREE STANDING, ANTI-SIPHON VACUUM BREAKER IMB-1 GUY GRAY MIB4AB ICE MAKER BOX 3/4" 1/4 TURN VALVES WITH SWEAT CONNECTIONS AND WATER HAMMER ARRESTORS. L-1 KOHLER K-2602-SU LAVATORY 2" 1 1/2" 0" 1/2" UNDERMOUNT CHICAGO FAUCETS MODEL 3400-E39VPABCP KOHLER RHYTHEM 23-14" OVAL UNDERMOUNT, LAVATORY, 4" CENTERS, 20 GAUGE STAINLESS STEEL, 0.35 GPM METERING FAUCET,VANDAL PROOF, COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOPS AND SUPPLIES. L-2 KOHLER K-2602-SU LAVATORY, ACCESSIBLE 2" 1 1/2" 0" 1/2" UNDERMOUNT CHICAGO FAUCETS MODEL 3400-E39VPABCP ACCESSIBLE, KOHLER RHYTHEM 23-14" OVAL UNDERMOUNT, LAVATORY, 4" CENTERS, 20 GAUGE STAINLESS STEEL, 0.35 GPM METERING FAUCET,VANDAL PROOF, COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOPS AND SUPPLIES. L-3 KOHLER K-2867 LAVATORY, ACCESSIBLE 2" 1 1/2" 0" 1/2" <varies>CHICAGO FAUCETS MODEL 3400-E39VPABCP "HUDSON", WALL-MOUNT TOILET ROOM SINK, KOHLER ENAMELED CAST IRON, RECTANGULAR BASIN WITH OVERFLOW, 4-INCH FAUCET CENTERS COMPLETE WITH ZURN MODEL Z-1254 WALL CARRIER, MCGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP RIGID SUPPLY AND ANGLE STOPS. MS-1 ELKAY EFS3321C MOP SINK 3" 2" 3/4" 3/4"FLOOR MOUNT CHICAGO FAUCETS MODEL 897-CCP ELKAY STAINLESS STEEL 33"X21"X8" FLOOR MOUNT SERVICE SINK, 16 GAUGE 304 STAINLESS STEEL, ELKAY LK43 CENTER DRAIN. WITH WALL MOUNTED MANUAL FAUCET, VANDAL PROOF LEVER HANDLE, 8" CENTERS. MS-2 ELKAY ESS21182 MOP SINK 3" 2" 3/4" 3/4"WALL MOUNT CHICAGO FAUCETS MODEL 521-317XKABCP ELKAY STAINLESS STEEL 21"X17-1/2"X12" WALL HUNG SERVICE SINK, 14 GAUGE 304 STAINLESS STEEL WITH 4" CENTERS WALL MOUNTED MANUAL FAUCET, VANDAL PROOF 4" WRISTBLADE HANDLE. MS-3 KOHLER K-6710 MOP SINK 3" 2" 3/4" 3/4"FLOOR MOUNT CHICAGO FAUCETS MODEL 897-CCP KOHLER WHITBY 28"X28" SERVICE SINK, FLOOR MOUNT, ENAMELED CAST IRON, WITH RIM GUARD. WITH WALL MOUNTED MANUAL FAUCET, VANDAL PROOF LEVER HANDLE, 8" CENTERS. MS-4 ELKAY SS81242 MOP SINK 3" 2" 3/4" 3/4"PEDESTAL CHICAGO FAUCETS MODEL 521-317XKABCP ELKAY STURDIBILT 27"X27-1/2"X14" STAINLESS STEEL SCULLERY SINK, 14 GAUGE 304 STAINLESS STEEL, WITH 4" CENTERS WALL MOUNTED MANUAL FAUCET, VANDAL PROOF 4" WRISTBLADE HANDLE. MV-1 WATTS - POWERS LFLM495 MIXING VALVE 1/2" 1/2" CALIF. AB 1953 COMPLIANT, 1/2" INLETS & 1/2" OUTLET, 0.5 GPM MIN FLOW CAPACITY, 6.0 GPM MAX FLOW CAPACITY AT 5 PSI SYSTEM DROP. INSTALL COMPLETE W/ WALL ACCESS PANEL & KITZ SERIES NO. 868 INLET BALL VALVES AND KITZ SERIES NO. 823T CHECK VALVES AT HOT WATER & COLD WATER INLETS. MV-2 HAWS 9201E MIXING VALVE (EMERGENCY SHOWER)1 1/4"1 1/4" AXION THERMOSTATIC MIXING VALVE, POSITIVE SHUTOFF, LOW PRESSURE DROP, PARAFIN BASED THERMAL ACTIVATION. 31 GPM MAX -1 GPM MIN. MV-3 HAWS 9201E MIXING VALVE (EMERGENCY SHOWER)1 1/4"1 1/4" AXION THERMOSTATIC MIXING VALVE, POSITIVE SHUTOFF, LOW PRESSURE DROP, PARAFIN BASED THERMAL ACTIVATION. 31 GPM MAX -1 GPM MIN. RD-1 ZURN Z121-3NH-DP ROOF DRAIN 12" DIAMETER ROOF DRAIN WITH TOP-SET DECK PLATE AND CAST IRON LOW SILHOUETTE DOME. RD-2 ZURN Z164 ROOF & OVERFLOW DRAINS 12" DIAMETER ROOF DRAIN AND OVERFLOW DRAIN, DURA-COATED CAST IRON BODIES WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARDS, DOUBLE TOP-SET DECK PLATE, AND LOW SILHOUETTE CAST IRON DOMES. RHB-1 ACORN 8151 RECESSED HOSE BIBB 3/4" STAINLESS STEEL RECESSED HOSE BOX WITH WALL FLANGE. RHB-2 WOODFORD B75 RECESSED HOSE BIBB, EXTERIOR 0" 0" 0" 0" WALL MOUNT "ANTI-SIPHON CLOSE COUPLED TRIMLINE WALL HYDRANT", CONCEALED BOX TYPE, ANTI-SIPHON VACUUM BREAKER, 3/4" INLET AND OUTLET, 360 DEG. INLET ORIENTATION, STAINLESS STEEL OPERATING STEM, LOOSE KEY OPERATION, CHROME PLATED EXTERIOR FINISH, COMPLETE W/ MOUNTING BRACKET. S-1 SEE POOL DRAWINGS ROUGH-IN AND CONNECT SINK 2" 1 1/2" 3/4" 0" ROUGH-IN AND CONNECT COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOPS AND SUPPLIES. S-2 ELKAY LRADQ202265PD SINK 2" 1 1/2" 3/4" 0" CHICAGO FAUCETS MODEL 526-317ABCP SINGLE BOWL,4" CENTER 3 HOLES, 18 GAUGE TYPE 304 STAINLESS STEEL WITH PERFECT DRAIN AND QUICK CLIP, COMPLETE WITH McGUIRE MODEL PW2150WSAN PRO-WRAP TAILPIECE AND P-TRAP WITH CHICAGO MODEL 1017-ABCP STOP SH-1 ACORN 1741-03-M SHOWER 0" 3/4" PENAL-WARE, WALL SHOWER, 14 GAUGE, TYPE 304 STAILESS STEEL WITH #4 SATIN FINISH, SINGLE TEMP METERING SHOWER VALVE, BRASS BODY, PENAL SHOWER HEAD W/ LOCKABLE UNIVERSAL BALL-JOINT AND RECESSED SOAP DISH. SH-2 ACORN 1741ADA-01-M-MA2 SHOWER, ACCESSIBLE 0" <varies> PENAL-WARE, ACCESSIBLE WALL SHOWER, 14 GAUGE, TYPE 304 STAILESS STEEL WITH #4 SATIN FINISH, SINGLE TEMP METERING SHOWER VALVE, BRASS BODY, FIXED SHOWERHEAD AT 48" IN LIEU OF HANDHELD SHOWER, PENAL SHOWER HEAD W/ LOCKABLE UNIVERSAL BALL-JOINT AND RECESSED SOAP DISH. TD-1 MIFAB T1401-PB-3 TO T1401-PB-3 AREA DRAIN, TRENCH, TRAFFIC WEIGHT STRAINER 6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/ SLOTTED TABS EVERY 10" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSED BOTTOM.WITH TP100-PGA-13-FP GALVANIZED STEEL PERFORATED HEEL PROOF GRATES W/ SAFE LIVE LOAD OF OVER 10,000 LBS. ITEM SIZE SHALL CORRESPOND TO FULL LINE SIZE OF PIPING SERVED. SEE PLANS FOR SIZES. TD-2 MIFAB T1401-PB-3 TO T1404-PB-3 AREA DRAIN, TRENCH, TRAFFIC WEIGHT STRAINER 6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/ SLOTTED TABS EVERY 10" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSED BOTTOM. WITH TP100-PGA-13-FP GALVANIZED STEEL PERFORATED HEEL PROOF GRATES W/ SAFE LIVE LOAD OF OVER 10,000 LBS. ITEM SIZE SHALL CORRESPOND TO FULL LINE SIZE OF PIPING SERVED. SEE PLANS FOR SIZES. TP-1 MIFAB MR-500 TRAP PRIMER, SINGLE DRAIN 3/4"1/2" MALE NPT INLET AND 1/2" FEMALE NPT OUTLET & REMOVABLE FILTER SCREEN. INSTALL COMPLETE W/ WALL ACCESS PANEL, SHUT-OFF VALVE, & 1/2" TYPE "L" COPPER DRAIN LINE FROM TRAP SEAL PRIMER OUTLET TO RECEPTOR CONNECTION POINT. UR-1 AMERICAN STANDARD 6590.001 URINAL 2" 1 1/2" 3/4" SLOAN FLUSH VALVE MODEL 186-0.125 DBP STANDARD WASHDOWN URINAL, VITREOUS CHINA WITH SLOANTEC GLAZE, COMPLETE WITH VANDAL RESISTANT STRAINER ASSEMBLY AND ZURN MODEL Z-1222 CARRIER. UR-2 AMERICAN STANDARD 6590.001 URINAL, ACCESSIBLE 2" 1 1/2" 3/4" SLOAN FLUSH VALVE MODEL 186-0.125 DBP ACCESSIBLE WASHDOWN URINAL, VITREOUS CHINA WITH SLOANTEC GLAZE, COMPLETE WITH VANDAL RESISTANT STRAINER ASSEMBLY AND ZURN MODEL Z-1222 CARRIER. WC-1 AMERICAN STANDARD 3351.101 WATER CLOSET 4" 2" 1" SLOAN FLUSH VALVE MODEL 111-1.28 VITREOUS CHINA, ELOGATED BOWL, SIPHON JET, WALL MOUNTED, COMPLETE WITH MIFAB MC-10 SERIES CARRIER. AND BEMIS MODEL 1955CT 000 OPEN FRONT SEAT. WC-2 AMERICAN STANDARD 3351.101 WATER CLOSET, ACCESSIBLE 4" 2" 1" SLOAN FLUSH VALVE MODEL 111-1.28 ACCESSIBLE, VITREOUS CHINA, ELOGATED BOWL, SIPHON JET, WALL MOUNTED, COMPLETE WITH MIFAB MC-10 SERIES CARRIER AND BEMIS MODEL 1955CT 000 OPEN FRONT SEAT. WCO-1 ZURN Z-1446-BP WALL CLEANOUT WALL CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. WCO-2 ZURN Z-1445-BP WALL CLEANOUT WALL CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT BRONZE THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. WHA-1 MIFAB MWH-A WATER HAMMER ARRESTOR 1/4" PISTON OPERATED WATER HAMMER ARRESTOR WHA-2 MIFAB MWH-B WATER HAMMER ARRESTOR 3/4" PISTON OPERATED WATER HAMMER ARRESTOR NOTES: 1. ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER SPECIFICATIONS. 2. ALL METALLIC PIPING BELOW GRADE SHALL BE ENCASED WITH 10 MIL MINIMUM POLYETHYLENE PLASTIC SLEEVE. ALL FITTINGS, VALVES, ETC. THAT ARE NOT ABLE TO BE ENCASED WITHIN SLEEVE SHALL PROVIDE HEAVY OF "HENRY'S" OIL BASE ROOF MASTIC OVER ENTIRE SURFACE AND WRAPPED ENTIRE COMPONENT BY 10 MIL FERGUSON POLYETHYLENE WRAP WITH OVERLAPPED 50% OF THE CIRCUMFERENCE. SECURE ENDS AND SEAMS BY 3M SCOTCH, 10 MIL, 2" WIDE PIPE WRAP SEALING TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. INDUSTRIAL WATER POOL EQUIP RM ABV GRADE CPVC BELOW GRADE OUTSIDE WITHIN FIVE FEET (5') OF THE FOUNDATION SHALL BE PVC PIPE APPROVED FOR FIRE SERVICE CLASS 150 (DR-18) WITH CAST IRON, RING-TITE FITTINGS AS REQUIRED. FIRE PROTECTION ABOVE GRADE DUCTILE IRON, CEMENT LINED WITH MECHANICAL JOINT FITTINGS, CLASS 250, FLANGED OR MECHANICAL JOINT, IN ACCORDANCE WITH ANSI-AWWA C111/A21.11, CLASS 52 OR AWWA C153 DUCTILE IRON COMPACT FITTINGS. BELOW FLOOR SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE. SANITARY VENT ABOVE FLOOR HUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1277, STANDARD-DUTY, 2-BAND SHIELDED, STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE. BELOW FLOOR SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE. SANITARY WASTE ABOVE FLOOR HUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED, STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE. BELOW FOOR SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE. STORM / OVERFLOW DRAIN ABOVE FLOOR HUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED, STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE. WITHIN BUILDING SAME AS ABOVE EXCEPT WITH 1-INCH THICK FLEXIBLE ELASTOMERIC, COMPLYING WITH ASTM C534/C534M GRADE 1; USE TUBULAR MATERIAL WHEREVER POSSIBLE. CONDENSATE DRAIN ON ROOF HARD DRAWN COPPER DWV TUBE, ASTM B 306, DRAINAGE TUBE, DRAWN TEMPER. COPPER DRAINAGE DWV FITTINGS, ASME B16.23, CAST COPPER OR ASME B16.29, WROUGHT COPPER, SOLDER-JOINT FITTINGS. POOL EQUIP RM ABV GRADE SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A53, WITH 150 LB. BANDED MALLEABLE IRON THREADED FITTINGS. BELOW GRADE 2-INCHES & SMALLER POLYETHYLENE PIPE, ASTM D2513, SDR 11. PE FITTINGS, ASTM D 2683, SOCKET-FUSION TYPE OR ASTM D 3261, BUTT-FUSION TYPE. 2.5-INCHES AND LARGER BLACK STEEL PIPE, SCHEDULE 40, ASTM A53/A53M WITH ASTM A 234/A234M WROUGHT STEEL WELDED FITTINGS, WRAP WITH 4 MIL POLYETHYLENE SLEEVE FOR CORROSION PROTECTION. INTERIOR ABOVE GRADE 2-INCHES & SMALLER BLACK STEEL PIPE, SCHEDULE 40, ASTM A53, TYPE F, GRADE A, THREADED, COMPLYING WITH ASME B1.20.1, WITH MALLEABLE-IRON THREADED FITTINGS, ASME B16.3, CLASS 150. 2.5-INCHES AND LARGER BLACK STEEL PIPE, SCHEDULE 40, ASTM A53/A53M WITH ASTM A 234/A234M WROUGHT STEEL WELDED FITTINGS.GAS EXTERIOR ABOVE GRADE 2-INCHES & SMALLER HOT-DIP GALVANIZED PIPE, SCHEDULE 40, ASTM A53, TYPE F, GRADE A, THREADED, COMPLYING WITH ASME B1.20.1, WITH MALLEABLE-IRON THREADED FITTINGS, ASME B16.3, CLASS 150. 2.5-INCHES AND LARGER BLACK STEEL HOT-DIP GALVANIZED PIPE, SCHEDULE 40, ASTM A53/A53M WITH ASTM A 234/A234M WROUGHT STEEL WELDED FITTINGS. POOL EQUIP RM ABV GRADE CPVC HOT WATER SAME AS COLD WATER ABOVE COMPLETE WITH 1" THICK ONE-PIECE PRE-FORMED GLASS FIBER MOLDED PIPE INSULATION WITH ALL PURPOSE FIRE RETARDANT VAPOR BARRIER JACKET FOR 3/4" DIAMETER PIPES AND SMALLER, 1-1/2" THICK INSULATION FOR 1" TO 1-1/2" DIAMETER PIPES AND 2" THICK INSULATION FOR 2" DIAMETER PIPES AND LARGER. (VIEGA PRESS FITTINGS ARE AN ACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS). BELOW FLOOR SOFT COPPER TUBE, ASTM B88, TYPE K WATER TUBE, ANNEALED TEMPER. COPPER SOLDER-JOINT FITTINGS, ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS. ENCASE WITHIN A HIGH DENSITY CROSS LAMINATED POLYETHYLENE FILM, MINIMUM 10 MIL THICK, TUBE FORM, ASTM 1674 OR AWWA C105, FOR PROTECTION AGAINST CORROSION.DOMESTIC WATER COLD WATER HARD COPPER TUBE, ASTM B88, TYPE L WATER TUBE, DRAWN TEMPER. WROUGHT-COPPER SOLDER-JOINT FITTINGS (VIEGA PRESS FITTINGS ARE AN ACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS), ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS. SERVICES LOCATION MATERIAL PIPE MATERIALS SCHEDULE Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203110 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING FIXTURE SCHEDULE & CALCULATIONS P0.21 OCH MONROE ST. POOL REPLACEMENT PLUMBING FIXTURE SCHEDULE & CALCULATIONS 300 27 57 108 221 331 638 1020 1800 3670 28700 4 185 840 - 4.7 LENGTH (FEET) CAPACITY IN CUBIC FEET OF GAS PER HOUR 3 105 406 - 4.8 NOMINAL 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 6 PRESSURE SELECTED FOR UNIFORM LOSS 5 PSI/100FT 2 1/2 74 245 - 4.8 PIPE SIZE (INCH)PRSSURE AVAILABLE FOR UNIFORM LOSS 8 PSI/100FT 2 48 119 -4.9 FUEL GAS PIPING CALCULATION [CPC TABLE 1216.2(1)] LESS THAN 2 PSI, 0.5 IN. W.C. ∆P DEVELOPED LENGTH OF HORIZONTAL WATER PIPING WITHIN THE BUILDING 100 FT 1 1/2 27 46 - 4.9 PRESSURE AVAILABLE FOR PIPE SIZING 8 PSI 1 1/4 19 28 - 5 GPM Calculations based on Flush Valves PRESSURE LOSS THROUGH ADDITIONAL EQUIPMENT (PRV, MV, BFP OR OTHER)-0 PSI 1 12 16 - 4.9 CONVERT TO GPM = 68 - PRESSURE LOSS DUE TO ELEVATION, BUILDING INLET TO CONTROLLING FIXTURE -9 PSI 3/4 6 7 - 4.4 TOTAL FIXTURE UNITS = 136.5 105.0 PRESSURE REQUIRED AT CONTROLLING FIXTURE -30 PSI 1/2 2 1 - 3.3 EMPTY 0 X 0.0 0.0 0.0 0.0 WATER DISTRIBUTION SIZING PIPE SIZE (IN) GPM FU (FT) FU (FV) VELOCITY (FT/S) EMPTY 0 X 0.0 0.0 0.0 0.0 TOTAL PRESSURE AT BUILDING INLET 47 PSI FRICTION LOSS 8 PSI PER 100 FEET, MAXIMUM VELOCITY OF 5 FEET/SECOND EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE LOSS THROUGH ADDITIONAL EQUIPMENT -13 PSI DOMESTIC HOT WATER PIPE SIZING (PER CPC TABLE A-2 & CHART A-4) EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE LOSS THROUGH METER (PER SITE GPM) -5 PSI EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE GAIN/LOSS DUE TO ELEVATION, MAIN TO BUILDING 4 PSI 4 290 1668 1668 7.8 EMPTY 0 X 0.0 0.0 0.0 0.0 PRESSURE LOSS DUE TO FRICTION IN A 4-INCH DIAMETER SERVICE -1 PSI 3 165 719 666 7.8 FUTURE FU'S 1 X 20.0 20.0 20.0 20.0 PRESSURE AVAILABLE AT BUILDING INLET 2 1/2 115 455 329 7.7 DRINKING FOUNTAIN 4 X 0.5 0.5 2.0 2.0 RESIDUAL PRESSURE AT MAIN IN STREET 62 PSI 2 74 245 124 7.7 HOSE BIBB, EACH ADDITIONAL 6 X 1.0 0.0 6.0 0.0 FLOW RATE IN WATER SERVICE MAIN TO BUILDING INLET (SITE WATER) 500 GPM 1 1/2 35 66 20 6.3 HOSE BIBB 1 X 2.5 0.0 2.5 0.0 DEVELOPED LENGTH OF WATER SERVICE FROM MAIN TO BUILDING (SITE WATER) 880 FT 1 1/4 22 34 5 5.6 MOP BASIN 2 X 3.0 3.0 6.0 6.0 DIFFERENCE IN ELEVATION FROM BUILDING INLET TO CONTROLLING FIXTURE 20 FT 1 13 18 0 5.1 LAVATORY 9 X 1.0 1.0 9.0 9.0 DIFFERENCE IN ELEVATION FROM MAIN TO BUILDING INLET -10 FT 3/4 6 7 0 4 URINAL, 0.125 GPF F.V. 4 X 4.0 2.0 16.0 8.0 SIZE OF WATER SERVICE (DIAMETER) 4 IN 1/2 2 1 0 2.8 WATER CLOSET, 1.28 GPF F.V. 15 X 5.0 4.0 75.0 60.0 BUILDING WATER DEMAND 68 GPM PIPE SIZE (IN) GPM FU (FT) FU (FV) VELOCITY (FT/S) FIXTURE TYPE (PUBLIC)QUA.X DWSFU DFU WSFU SUB-TOTAL DFU SUB-TOTAL INFORMATION NEEDED FOR WATER SERVICE SIZING FRICTION LOSS 5 PSI PER 100 FEET, MAXIMUM VELOCITY OF 8 FEET/SECOND DOMESTIC WATER GPM LOAD CALCULATION (CPC TABLE A 103.1) DOMESTIC COLD WATER PRESSURE CALCULATION DOMESTIC COLD WATER PIPE SIZING (PER CPC TABLE A-2 & CHART A-4) 5" 4.49 x 21.9693... = 98.6422... 171301 4" 3.682 x 21.9693... = 80.8910... 101768 3" 2.864 x 21.9693... = 62.9201... 52630 2 1/2" 2.32 x 21.9693... = 50.9688... 30277 2" 1.943 x 21.9693... = 42.6863... 19010 1 1/2" 1.554 x 21.9693... = 34.1403... 10576 1 1/4" 1.328 x 21.9693... = 29.1752... 7001 1" 1.077 x 21.9693... = 23.6609... 4040 3/4" 0.86 x 21.9693... = 18.8936... 2238 1/2" 0.66 x 21.9693... = 14.4997... 1117 D Q OD ID GAS CAPACITY IN CFH NOMINAL ACTUAL 1/0.381 POLYETHYLENE POWER OF 1.160555645 x 18.93 21.96931837 0.206 TO POWER 2.060214... 125.54948 / 60.94 = 2.0602... 388.09 - 262.44 = 125.65 X 0.9992 = 125.54948 (Cr)(L) P1² P2² Y 0.6094 x 100 = 60.94 Cr x L (Cr)(L) P2 =1.5 + 14.7 = 16.2 262.44 P2² press drop = 3.5 P1 =5 + 14.7 = 19.7 388.09 P1² 2022 CALIFORNIA PLUMBING CODE (CPC) SECTION 1213.3 [NFPA 54:6.4.1] AND INTERNATIONAL FUEL CODE (IFGC) 402.4 HIGH PRESSURE GAS FORMULA CONDENSATE PUMP SCHEDULE ITEM MANUFACTURER MODEL NO. LOCATION TYPE CAPACITY ELECTRICAL OPERATING WEIGHT (LBS)DESCRIPTION DETAIL REFERENCEGPM HEAD VOLTAGE AMPS PHASE HP RPM CP-1 BELL & GOSSETT SERIES 100 BUILDING A IN-LINE 5 9 120 V 2 A 1 1/12 1725 21 IN-LINE THREE-PIECE, LEAD FREE BRONZE CIRCULATION PUMP 4/6.10 CP-2 BELL & GOSSETT SERIES 100 BUILDING B IN-LINE 5 9 120 V 2 A 1 1/12 1725 21 IN-LINE THREE-PIECE, LEAD FREE BRONZE CIRCULATION PUMP 4/6.10 GAS WATER HEATER SCHEDULE ITEM MANUFACTURER MODEL NO. LOCATION STORAGE CAPACITY (GAL.) INCOMING CW TEMP (DEG. F.) OUTGOING HW TEMP (DEG. F.) TEMP RISE (DEG. F.)VOLTAGE PHASE FLA RECOVERY (GAL/HR) FLUE SIZE (in)BTUH INPUT EFFICIENCY (%) OPERATING WEIGHT (LBS)DESCRIPTION DETAIL REFERENCE GWH-1 A.O. SMITH BTH-150 BUILDING A 100 60 140 80 120 V 1 5 A 223 4" 150,000 98 1,386 COMMERCIAL GAS FIRED WATER HEATER. PROVIDE WATER HEATER PLATFORM 1/P6.10 GWH-2 A.O. SMITH BTH-150 BUILDING B 100 60 140 80 120 V 1 5 A 223 4" 150,000 98 1,386 COMMERCIAL GAS FIRED WATER HEATER 1P/6.10 Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203111 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING T24 BUILDING A P0.22 OCH MONROE ST. POOL REPLACEMENT PLUMBING T24 BUILDING A Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203112 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING T24 BUILDING B P0.23 OCH MONROE ST. POOL REPLACEMENT PLUMBING T24 BUILDING B Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203113 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 N28°06'40"W 276.45' N61°53'20"E 94.40' N59°01'28"W 2.50' N28°06'40"W 118.11' N28°06'40"W N61°53'20"E 267.66' N59 ° 0 1' 2 5 " W 6 8 . 3 2' N 3 0 °5 8 '3 2 "E 3 0 9 .7 7 ' N 3 0 °5 8'3 2 "E 6 9 .8 3' 24.08' GAYLE WAY MONROE STREET 3' EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 3, 1954 BOOK 5352, PAGE 348 OF O.R. EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF WATER PIPELINES AND INCIDENTAL PURPOSES RECORDED 0N MARCH 4, 1953 AS BOOK 4769 O.R. EASEMENT FOR THE SERVICE AND MAINTENANCE OF SWIMMING POOL EQUIPMENT AND SOLAR PANELS RECORDED ON DECEMBER 3, 1984 AS INSTRUMENT # 84-449709 O.R. FOR THE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R. FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION GP GP GPGPGP GP GP GP GP GP GP GP GP GP 205 205 205 10" 10" 10" 10" 210 2 0 5 205 2 0 0 200 200 200 2 0 5 205 6" 4" 5" 5" 12" 6" 12" 12" 4" 4" 4" 12" 12" 12" 6"x2M PD-230 PD-232 PD-232 PD-231 PD-232 M (E)WATER METER (E)BUILDING B (E)BUILDING A EXISTING 3" MPG SERVICE BY SDG&E TO BE DEMOLISHED AND RELOCATED KEYNOTE LEGEND GENERAL DEMOLITION NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING DEMO SITE PLAN P0.30 OCH MONROE ST. POOL REPLACEMENT PLUMBING DEMO SITE PLAN 1" = 20'-0"PLUMBING SITE PLAN DEMO 04 ITEM DESCRIPTION PD-230 EXISTING GAS PRESSURE REGULATOR TO BE DEMOLISHED. PD-231 EXISTING GAS METER TO BE DEMOLISHED AND RELOCATED. COORDINATE WITH GAS COMPANY. PD-232 EXISTING SITE MEDIUM PRESSURE GAS PIPING TO BE DEMOLISHED 1. LOCATE IN FIELD EXACT LOCATION OF UNDERGROUND GAS PIPING AND SIZE. 2. COORDINATE DEMOLITION OF GAS METER WITH THE GAS COMPANY. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203114 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 C O M P A C T C OM P A C T C O M P AC T C O M P AC T C OMP A C T C O M P A CT C O M P AC T C OMP A C T C O M P A CT C O M P A C T C OMP A C T C O M P A C T N S -2 406 2702 .707 295R EVIT C ON TRO LP O IN TEW -7 477 8501 .994 509Elev -0'- 0" NO PARKING E V C HA RGIN G O NL Y NO PARKING NO PARKING EV C H A R GIN G O N L Y E V C HA RGIN G O NL Y E V C H AR GIN G O N L Y EV C H A R GIN G O N L Y E V C HA R GIN G O N L Y RT MIN. 8 " F R O M B A C K OF PE D E S T A L T O E O P 3' EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 3, 1954 BOOK 5352, PAGE 348 OF O.R. EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF WATER PIPELINES AND INCIDENTAL PURPOSES RECORDED 0N MARCH 4, 1953 AS BOOK 4769 O.R. 1M1M 206 208 2 0 3 208 207 207 206 2 0 8 2 0 7 210 2 0 5 205 2 0 0 200 200 20 0 205 6" 4" 5" 5" 12" 6" 12" 12" 4" 4" 4" 12" 12" 12" 6"x2 EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C C C J 3" CW 6" SS-U 4" SS-U COTG-1 2 1/2" CW 3" SD 3" SD TD-1 TD-2 I.E. = 204.20 F.F.E. = 206.3 F.F.E. = 207.93 F.F.E. = 207.93 F.F.E. = 208.32 I.E. = 205.07 30.5 DFU BUILDING B BUILDING A I.E. = 204.96 91 DFU 38.5 WSFU P-0298 P-0298 P-0298 P-0298 P-0298 P-0298 107 WSFU 150 CFH I.E. = 206.07 900 SQ. FT. I.E. = 206.07 1200 SQ. FT. I.E. = 205.86 600 SQ. FT. DC-1 DC-1 I.E. = 206.43 860 SQ. FT. 3" SD 3" SD I.E. = 206.43 1120 SQ. FT. P-0298 P-0298 I.E. = 205.99 4" SS-U COTG-1 COTG-1 COTG-1 P-0298 3" SD I.E. = 207.36 200 SQ. FT. M (E)WATER METER P-0298 3" SD P-0298 4" SS-U 3" SS-U 3" SS-U 6" ICW TO SURGE TANK FOR REFERENCE ONLY RHB-2 KEYNOTE LEGEND GENERAL NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING SITE PLAN P0.40 OCH MONROE ST. POOL REPLACEMENT PLUMBING SITE PLAN 1" = 20'-0"PLUMBING SITE PLAN 04 ITEM DESCRIPTION P-0298 POC TO CIVIL. FOR CONTINUATION SEE CIVIL DRAWINGS. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203115 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 C O M P A C T C OM P A C T C O M P AC T C O M P AC T C OMP A C T C O M P A CT C O M P AC T C OMP A C T C O M P A CT C O M P A C T C OMP A C T C O M P A C T N S -2 406 2702 .707 295R EVIT C ON TRO LP O IN TEW -7 477 8501 .994 509Elev -0'- 0" NO PARKING E V C HA RGIN G O NL Y NO PARKING NO PARKING EV C H A R GIN G O N L Y E V C HA RGIN G O NL Y E V C H AR GIN G O N L Y EV C H A R GIN G O N L Y E V C HA R GIN G O N L Y RT MIN. 8 " F R O M B A C K OF PE D E S T A L T O E O P 3' EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 3, 1954 BOOK 5352, PAGE 348 OF O.R. EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF WATER PIPELINES AND INCIDENTAL PURPOSES RECORDED 0N MARCH 4, 1953 AS BOOK 4769 O.R. 1M1M 206 208 2 0 3 208 207 207 206 2 0 8 2 0 7 210 2 0 5 205 2 0 0 200 200 20 0 205 6" 4" 5" 5" 12" 6" 12" 12" 4" 4" 4" 12" 12" 12" 6"x2 EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C C C J 2" G BUILDING B BUILDING A P-0299 150 CFHEQV-1 M (E)WATER METER P-0299 NEW GAS METER LOCATION (4,298 CFH) EQV-1 (E) 3" MPG 2" G GAS LOAD BREAKDOWN BUILDING B POOL HEATER = 1,999 CFH POOL HEATER = 1,999 CFH WATER HEATER = 150 CFH BUILDING A WATER HEATER = 150 CFH TOTAL GAS LOAD = 4,298 CFH TOTAL DEVELOPED LENGTH = 150 FT. 3" MPG BY SDG&E. 2" G 3" MPG 3" MPG KEYNOTE LEGEND GENERAL NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING SITE GAS PLAN P0.41 OCH MONROE ST. POOL REPLACEMENT PLUMBING SITE GAS PLAN 1" = 20'-0"PLUMBING SITE PLAN 1 04 ITEM DESCRIPTION P-0299 POC NEW GAS PIPING. 1. LOCATE IN FIELD EXACT LOCATION OF UNDERGROUND GAS PIPING AND SIZE. 2. COORDINATE GAS METER LOCATION AND POINT OF CONNECTION WITH SDG&E.. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203116 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD EF F. F. = 208.35' PD-201 PD-201 PD-202 PD-202 PD-203 PD-203 PD-204 PD-201 PD-203 PD-206 PD-204 PD-208 PD-208 PD-208 PD-208 PD-208 PD-208 PD-206 PD-201 PD-201 PD-203 PD-203 PD-222 PD-228 PD-228 PD-125 PD-228 (E)HB (E) 4" (E) 4" (E) 4" SD (E) 2 1/2" (E) 4" (E) 2 1/2" (E ) 4 " (E ) 4 " (E ) 4 " (E) 1 1/2" (E) 2 1/2" 4" PD-201 PD-210 PD-225 PD-224 PD-230 PD-232 PD-234 PD-234 PD-234 PD-234 PD-234 PD-225 PD-210 PD-210 PD-224 PD-210 PD-210 PD-210 PD-234 PD-210 PD-210 PD-210 PD-210 PD-234 PD-226 PD-226 PD-226 PD-226 PD-226 PD-226 PD-226 PD-226 PD-226 PD-219 GENERAL DEMOLITION NOTES 6 7 F PD-001 PD-230 PD-233 KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING DEMO FLOOR PLAN - BLDG A & B P1.01 OCH MONROE ST. POOL REPLACEMENT PLUMBING DEMO FLOOR PLAN - BLDG A & B 1/8" = 1'-0"PLUMBING DRAINAGE DEMO FLOOR PLAN -BLDG A 041/8" = 1'-0"PLUMBING DRAINAGE DEMO FLOOR PLAN -BLDG B 11 ITEM DESCRIPTION PD-001 ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING IN THIS BUILDING ARE TO BE DEMOLISHED AND REMOVED. PD-125 EXISTING STORM DRAIN PIPING TO REMAIN, PROTECT IN PLACE. PD-201 EXISTING WATER CLOSET TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-202 EXISTING URINAL TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-203 EXISTING LAVATORY TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-204 EXISTING SINK TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-206 EXISTING DRINKING FOUNTAIN TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-208 EXISTING SHOWER TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-210 EXISTING FLOOR DRAIN TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-219 EXISTING HOSE BIBB TO BE DEMOLISHED. PD-222 EXISTING GAS WATER HEATER AND ASSOCIATED EQUIPMENT AND PIPING TO BE DEMOLISHED. PD-224 EXISTING FLOOR CLEANOUT TO BE DEMOLISHED. PATCH AND REPAIR AS REQUIRED. PD-225 EXISTING CLEANOUT TO GRADE TO BE DEMOLISHED. PD-226 EXISTING VENT THROUGH ROOF TO BE DEMOLISHED. PD-228 EXISTING STORM DRAIN PIPING TO BE DEMOLISHED. PD-230 EXISTING GAS PRESSURE REGULATOR TO BE DEMOLISHED. PD-232 EXISTING SITE MEDIUM PRESSURE GAS PIPING TO BE DEMOLISHED PD-233 ALL EXISTING GAS PIPING TO BE DEMOLISHED. PD-234 ALL EXISTING UNDERGROUND SEWER TO BE DEMOLISHED. SAWCUT AS REQUIRED (TYP). 1. LOCATE EXACT LOCATION OF ALL EXISTING UNDERGROUND POC INVERT ELEVATIONS AND EXISTING UNDERGROUND FOOTING PENETRATIONS. PROTECT IN PLACE ALL EXISTING UNDERGROUND PENETRATIONS AND SLEEVES FOR FUTURE USE AND RECONNECTION. 2. DEMOLISH ALL OVERHEAD PIPING IN HATCHED BOUNDARY. 3. LOCATE IN FIELD ALL VENT THRU ROOF PENETRATIONS. DEMOLISH, PATCH, AND REPAIR TO MATCH ADJACENT SURFACE AS REQUIRED. 4. REFER TO ARCHITECTURE DRAWINGS FOR SAWCUTTING LOCATIONS. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203117 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD EF PD-226 PD-226 PD-226 PD-226 PD-226 PD-226 PD-226 PD-214 PD-214 PD-228 PD-226 PD-229 GENERAL DEMOLITION NOTES 6 7 F PD-001 KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING DEMO ROOF PLAN - BLDG A & B P1.09 OCH MONROE ST. POOL REPLACEMENT PLUMBING DEMO ROOF PLAN - BLDG A & B 1/8" = 1'-0"PLUMBING DRAINAGE DEMO FLOOR -BLDG A 04 ITEM DESCRIPTION PD-001 ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING IN THIS BUILDING ARE TO BE DEMOLISHED AND REMOVED. PD-214 EXISTING ROOF DRAIN TO BE DEMOLISHED. DEMOLISH ALL ASSOCIATED PIPING. PD-226 EXISTING VENT THROUGH ROOF TO BE DEMOLISHED. PD-227 EXISTING ROOF DRAIN TO BE REMOVED AND REPLACED, EXISTING PIPING SHALL REMAIN. PD-228 EXISTING STORM DRAIN PIPING TO BE DEMOLISHED. PD-229 EXISTING WATER HEATER FLUE VENT TO BE DEMOLISHED. PATCH AND REPAIR AS REQUIRED. 1/8" = 1'-0"PLUMBING DRAINAGE DEMO FLOOR -BLDG B 11 1. LOCATE IN FIELD ALL VENT THRU ROOF PENETRATIONS AND DEMOLISH. PATCH AND REPAR AS REQUIRED. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203118 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 J 1 2 3 4 ABCD MULTI PURPOSE ROOM 14 MEN'S RESTROOM 04 STAFF LOUNGE 03 STAFF RR 03A STAFF SHOWER 03B LOBBY 01ADMIN 07 OFFICE 07A WOMEN'S RESTROOM 09 FIRST AID 16 EQUIPMENT STORAGE 17 P4.01 04 DF-1 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 CORRIDOR 02 WOMEN'S SHOWER 11 WOMEN'S SHOWER 11 P4.01 05 P4.01 14 S-1 COTG-1 3" SD 3" SD 3" SD 3/4" CD 3/4" CD 1/2" CD 4" SS-U 4" SS-U 3/4" CD FC A 2-3 WCO-2 WCO-2 3/4" CD P-3607 P-3608 P-3610 1/2" CD 1/2" CD P-3607 3/4" CDP-3607 P-3611 P-3608 1/2" CD 3/4" CD 3/4" CD P-3608 P-3607 P-3611 3/4" CD P-3607 P-3608 TD-2 TD-1 P-3619P-3607 P-3608 3/4" CD1/2" CD 3/4" CD 1/8" / 1' - 0" P-3610 3/4" CD P-0321 3/4" CD P-3608 P-4102 3" SD 3" OD P-4202 3/4" CD P-4102 3" SD P-3107 2" V 1 1/2" V P-3607 P-3608 3" SS-U 3" SS-U 3" SS-U GENERAL NOTES 5 6 7 EF P4.02 04 ELECTRICAL 21 CORRIDOR/ LOCKERS 20 POOL PUMP ROOM 22 STORAGE 19 FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20E FAMILY RESTROOM/ SHOWER 20D BACKWASH 22A CHEMICAL ROOM 24 CHEMICAL ROOM 25 3" SD 3" SD COTG-1 6" SS-U COTG-1 4" SS-U KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B P2.01 OCH MONROE ST. POOL REPLACEMENT PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B 1/8" = 1'-0"BUILDING A -PLUMBING DRAINAGE FLOOR PLAN 041/8" = 1'-0"BUILDING B -PLUMBING DRAINAGE FLOOR PLAN 11 ITEM DESCRIPTION P-0321 POC CONDENSATE PIPING TO MECHANICAL UNIT WITH CONDENSATE TRAP. SEE DETAIL 15/P6.20. P-3107 SANITARY VENT UP TO VENT THRU ROOF. P-3607 ROUTE 1/2" PUMPED CONDENSATE DRAIN (PCD) FROM FAN COIL UNIT UP TO ABOVE CEILING. SEE DETAIL 11/P6.20. P-3608 1/2" PCD IN CEILING SPACE, CONNECT TO TOP QUADRANT OF GRAVITY FED 3/4" CONDENSATE DRAIN. SEE DETAIL 11/P6.20. P-3610 CONDENSATE DOWN IN WALL WITH INDIRECT WASTE CONNECTION TO LAVATORY TAILPIECE. SEE DETAIL 02/P6.20. P-3611 CONDENSATE DOWN IN WALL WITH INDIRECT WASTE CONNECTION TO SINK TAILPIECE. P-3619 CONDENSATE DOWN IN WALL TO POINT OF DISCHARGE OVER FLOOR SINK WITH MIN 2" AIR GAP. P-4102 STORM DRAIN DOWN FROM ROOF ABOVE. P-4202 OVERFLOW DRAIN DOWN FROM ROOF ABOVE. 1. COORDINATE WITH POOL CONSULTANT ALL PLUMBING POINT OF CONNECTIONS. REFER TO POOL EQUIPMENT DRAWINGS FOR MORE INFORMATION. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203119 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD EF MULTI PURPOSE ROOM 14 MEN'S RESTROOM 04 STAFF LOUNGE 03 STAFF RR 03A STAFF SHOWER 03B LOBBY 01ADMIN 07OFFICE 07A FIRST AID 16 EQUIPMENT STORAGE 17 P4.01 12 P4.01 11 P4.01 15 2 1/2" CW P-2116 DF-1 S-1 MEN'S CHANGING/ LOCKERS 05 ELEC. 14A WOMEN'S SHOWER 11 EXTERIOR STORAGE 18 WOMEN'S RESTROOM 09 STORAGE 09A IMB-1 1 1/2" HW 2 1/2" CW SH-1 SH-1 SH-2 TD-1 TD-2 TP-1 TP-1 TP-1 3/4" HWR 3/4" HW 3/4" CW EQV-1 TP-1 TP-1 P-2501 P-2501 P-2501 2 1/2" CW 2 1/2" CW RHB-2 TP-1 5 6 7 EF P4.02 14 FAMILY RESTROOM/ SHOWER 20E FAMILY RESTROOM/ SHOWER 20D POOL PUMP ROOM 22 ELECTRICAL 21 KEYNOTE LEGEND GENERAL NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING WATER & GAS FLOOR PLAN - BLDG A & B P3.01 OCH MONROE ST. POOL REPLACEMENT PLUMBING WATER & GAS FLOOR PLAN - BLDG A & B 1/8" = 1'-0"BUILDING A -PLUMBING WATER AND GAS FLOOR PLAN 041/8" = 1'-0"BUILDING B -PLUMBING WATER AND GAS FLOOR PLAN 11 ITEM DESCRIPTION P-2116 3/4" COLD WATER UP THROUGH ROOF. P-2501 1/2" TRAP PRIMER COLD WATER LINE BELOW FLOOR (TYP.) 1. COORDINATE WITH POOL CONSULTANT ALL PLUMBING POINT OF CONNECTIONS. REFER TO POOL EQUIPMENT DRAWINGS FOR MORE INFORMATION. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203120 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 2 3 4 ABCD EF HB-1 P-2115 3"RD-1 3" RD-2 3" RD-1 RD-1 3" P-3108 P-3108 P-3108 P-3108 3" V 2" V 2" V 1 1/2" V P-3108 P-3108 P-3108 P-3108 3" V 2" V 2" V 2" V EXISTING OVERFLOW SCUPPER EXISTING OVERFLOW SCUPPER GENERAL NOTES 5 6 7 EF GPR-2 GPR-2 GPR-1 3" 3" RD-2 RD-2 (150 CFH) (1,999 CFH) 2" G 2 1/2" G 2 1/2" G P-3108 3" V (1,999 CFH) P-3108 4" V KEYNOTE LEGEND LOCATIONS SHOWN FOR POC'S TO MECHANICAL UNITS ARE APPROXIMATE. COORDINATE EXACT ROOF PENETRATION AND ROUGH- IN LOCATIONS AND REQUIREMENTS WITH THE INSTALLING MECHANICAL HVAC CONTRACTOR PRIOR TO INSTALLATION. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 1. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING ROOF PLAN - BLDG A & B P3.09 OCH MONROE ST. POOL REPLACEMENT PLUMBING ROOF PLAN - BLDG A & B 1/8" = 1'-0"BUILDING A -PLUMBING ROOF PLAN 041/8" = 1'-0"BUILDING B -PLUMBING ROOF PLAN 11 ITEM DESCRIPTION P-2115 3/4" COLD WATER UP FROM BELOW TO SERVE HOSE BIBB COMPLETE WITH SHUTOFF VALVE. P-3108 VENT THROUGH ROOF WITH VANDAL PROOF VENT CAP. SEE DETAIL 17/P6.20. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203121 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 WP 1 BC L-1 L-1 L-1 FD-2 FD-1 FD-1 WOMEN'S RESTROOM 09 WOMEN'S SHOWER 11 STORAGE 09A COTG-1 WCO-12" SS-U 4" S S -U 2" V2" SS-UWCO-1 S-2 WC-1 WC-1 WC-1 WC-2 WC-2 4" SS-U 3/ 4 " C D 3" S D 3/4" CD FC A 2-5 FC A 2-4 4" SS-U WCO-1 WCO-1 FD-2 FD-2 SH-1 SH-1 SH-2 FD-2 FD-2 FD-2 SH-1 SH-1 P-3107 2" V 1 BC FD-2 WC-1 WC-1 WC-1 WC-2 FD-1 WC-2 WOMEN'S SHOWER 11 WOMEN'S RESTROOM 09 WOMEN'S SHOWER 11 STORAGE 09A 1" TW 2 1 / 2 " C W 1 1 / 2 " H W 3/ 4 " H W R 3/4" CW 3/4" HW 2 1/2" CW 1" CW 2" CW WHA-1 MV-1 MV-2 3/4" CW 3/4" HW 3/4" HWR 1" HW SEISMIC JOINT, PIPING OFFSET FOR CLARITY 04 P6.20 S-2 MV-1 FD-1 L-1 (TYP 3) WHA-1 TP-1 P-2108 2 1/2" CW 3/4" HW 3/4" CW WHA-2 TP-1 FD-2 FD-2 SH-1SH-1 SH-2 FD-1 FD-2 FD-2 SH-1 SH-1 3 L-3 WC-2 FD-1 FD-2 FD-1 STAFF RR 03A STAFF SHOWER 03B SH-2 WCO-1 4" SS-U 3" SS-U 3" SS-U 2" V 2" V 3" SS-U 4" SS-U 2" SS-U 3/4" CD 3/4" CD FC A 1-1 3 L-3 WC-2 FD-1 FD-2 FD-1 STAFF RR 03A STAFF SHOWER 03B MV-1 SH-2 3/4" TW WHA-1 TP-1 (TYP 2) 2 1/2" CW 3/4" HWR 2 1/2" CW 1 1/2" HW 3/4" HWR 1 1/2" HW 1 1/2" CW SH-1 BC FD-2 L-1 L-1 L-1 FD-1 UR-1 UR-1 UR-2 WC-2 WC-2 S-1 CP-1 FS-1 FD-1 MEN'S CHANGING/ LOCKERS 05 MEN'S SHOWER 06 MEN'S RESTROOM 04 MULTI PURPOSE ROOM 14 ELEC. 14A 1" TW 1 1 / 2 " H W 3/ 4 " C W 2 1 / 2 " C W 3/ 4 " H W R 1" C W 1 1 / 2 " H W 3/ 4 " T W 1" CW 1 1/2" HW 2 1/2" CW 3/4" CW 1 1/2" HW 1" TW WHA-2 TP-1 WHA-1 TP-1 MV-2 WHA-1 MV-1 04 P6.10 09 P6.20 2" G MV-1 1 1 / 2 " H W GWH-1 ET-1 2 1/2" CW 2" G EQV-1 14 P6.102" G 2" G 2" CW 3/4" HW 3/4" CW 3/4" TW 3/4" TW 2" CW SH-1 SH-1 SH-2 P-2108 2 1/2" CW TP-1 P-0311 4 BC FD-2 L-1 L-1 L-1 FD-1 S-1 FS-1 GWH-1 FD-1 MEN'S CHANGING/ LOCKERS 05 MEN'S SHOWER 06 MEN'S RESTROOM 04 MULTI PURPOSE ROOM 14 ELEC. 14A SH-2 SH-1 SH-1 2" SS-U 4" S S -U 4" S S -U 4" SS-U UR-1 UR-1 UR-2 WC-2 WC-2 4" SS-U 3" S S -U 3/4" CD 3/4" CD FC A 1-3 FC A 1-2 WCO-1 WCO-1 P-3619 P-3607 P-3608 3/4" CD 1/2" CD P-3109 2" V P-3107 P-3105 P-3105 P-3105 04 P6.10 P-3010 P-3010 P-3010 P-3010 P-3010 P-3010 P-3109 2" V P-4102 3" SD 3" SS-U 2" SS-U 3/4" CDP-3607 P-3611 P-3608 1/2" CD 3/4" CD 3/4" CD P-3004 4" SS 3" SS-U 4" S S -U 4" S S -U 2" VBF P-3107 3" V GENERAL NOTES KEYNOTE LEGEND ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING ENLARGED PLANS - BLDG A P4.01 OCH MONROE ST. POOL REPLACEMENT PLUMBING ENLARGED PLANS - BLDG A 1/4" = 1'-0"ENLARGED WOMEN'S RESTROOM / LOCKERS DRAINAGE PLAN 041/4" = 1'-0"ENLARGED WOMEN'S RESTROOM / LOCKERS WATER PLAN 111/4" = 1'-0"ENLARGED STAFF RESTROOM / SHOWER DRAINAGE PLAN 14 1/4" = 1'-0"ENLARGED STAFF RESTROOM / SHOWER WATER PLAN 15 1/4" = 1'-0"ENLARGED MEN'S RESTROOM / LOCKERS WATER PLAN 12 1/4" = 1'-0"ENLARGED MEN'S RESTROOM / LOCKERS DRAINAGE PLAN 05 ITEM DESCRIPTION P-0311 POC GAS PIPING TO WATER HEATER WITH SHUTOFF COCK. REFER TO DETAIL 03/P6.20 FOR SEDIMENT TRAP DETAIL. P-2108 COLD WATER DOWN IN WALL TO FULL-SIZE HEADER WITH SHUT-OFF BALL VALVE ON DROP BEHIND ACCESS PANEL. P-3004 SANITARY SOIL/WASTE DOWN TO BELOW FINISHED FLOOR WITH CLEANOUT AT BASE. P-3010 2" WASTE DOWN, 1-1/2" VENT UP. P-3105 PROVIDE CLEANOUT ABOVE URINAL FLUSH VALVE ASSEMBLY. P-3107 SANITARY VENT UP TO VENT THRU ROOF. P-3109 P-3607 ROUTE 1/2" PUMPED CONDENSATE DRAIN (PCD) FROM FAN COIL UNIT UP TO ABOVE CEILING. SEE DETAIL 11/P6.20. P-3608 1/2" PCD IN CEILING SPACE, CONNECT TO TOP QUADRANT OF GRAVITY FED 3/4" CONDENSATE DRAIN. SEE DETAIL 11/P6.20. P-3611 CONDENSATE DOWN IN WALL WITH INDIRECT WASTE CONNECTION TO SINK TAILPIECE. P-3619 CONDENSATE DOWN IN WALL TO POINT OF DISCHARGE OVER FLOOR SINK WITH MIN 2" AIR GAP. P-4102 STORM DRAIN DOWN FROM ROOF ABOVE. Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203122 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 J GENERAL NOTES KEYNOTE LEGEND 5 6 7 EF 1 1/4" TW 1 1 / 4 " T W 2" CW 2" CW L-3 FD-1 WC-2 WHA-1 TP-1 (TYP 2) WC-2 TP-1 (TYP 2) SH-2 L-3 L-3 WHA-1 DF-1 WC-2 WHA-1 TP-1 (TYP 2) WC-2 TP-1 (TYP 2) ELECTRICAL 21 CORRIDOR/ LOCKERS 20FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C L-2 SH-2 WC-2 TP-1 (TYP 2) ET-1 1 P6.10 L-3 CP-2 1 1 / 2 " T W 2" C W 3/4" TW 3/4" CW ETP-1 1 1 / 2 " H W 1 1/2" TW 1 1/4" TW 3" CW 3/ 4 " H W R 2" C W BFP-1 MV-3 RHB-1 POOL PUMP ROOM 22 STORAGE 19 3/4" HWR 1 1/2" HW 2" CW 3/ 4 " H W R 1" G EES-1 EES-1 MS-4 1 1 / 2 " H W 2" C W 2" CW 3/4" MPG 1" MPG ETP-1 4 P6.10 1" MPG 3" "CLA-VAL FILL SYSTEM 6" ICW6" ICW P-0014 3" CW BYPASS 2" CW FD-2 FD-2 FS-1 EQV-1 GAS METER LOCATION 1" G 2 1/2" G 2 1/2" G 1" ICW 3" CW P-0415 P-0415 P-2101 1" MPG 1 1/4" CW 1 1/2" HW 3/4" HWR 3/4" CW 1 1/2" TW 1 1/2" TW 3/ 4 " C W GWH-2 FD-2 MV-2 3/4" HWR 1 1/2" HW 1 1/4" CW 1" G FS-1 MS-1 MS-2 3/4" TW 1 1/2" TW 5 6 7 EF L-3 SH-2 SH-2 L-3 L-2 L-3 L-3 SH-2 WC-2 CORRIDOR/ LOCKERS 20 ELECTRICAL 21 FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E 6" SS-U 4" SS-U 4" SS-U 2" S S -U 2" S S -U 6" SS-U POOL PUMP ROOM 22 CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B 2" V 2" V 2" V MS-4 EES-1 EES-1 WC-2WC-1 WC-1 FCO-1 DF-1 WC-1 FD-1 WC-2 4" SS-U 2" SS-U 2" SS-U 2" SS-U 2" SS-U2" SS-U 2" V 2" V2" V 4" SS-U 4" SS-U 4" SS-U 4" SS-U 2" V 2" V 2" SS-U 2" SS-U 4" SS-U 2" SS-U DC-1 3" OD DC-1 3" OD 6" SS-U 3" V 3" V SUMP PUMP BY POOL CONSULTANT. REFER TO SHEET MR-1 FOR MORE INFORMATION 3" S D 3" S D ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING ENLARGED PLANS - BLDG B P4.02 OCH MONROE ST. POOL REPLACEMENT PLUMBING ENLARGED PLANS - BLDG B ITEM DESCRIPTION P-0014 POINT OF CONNECTION 3" INDUSTRIAL COLD WATER TO FILL TO SURGE. FOR CONTINUATION REFER TO POOL CONSULTANT DRAWINGS. P-0415 ROUGH-IN AND CONNECT INDUSTRIAL COLD WATER TO POOL BOILERS. REFER TO POOL DRAWINGS FOR MORE INFORMATION. P-2101 COLD WATER UP ON EXTERIOR NEXT TO WALL TO 3'-0" ABOVE FINISHED FLOOR WITH SHUT-OFF BALL VALVE ON RISE. 1/4" = 1'-0"BUILDING B -ENLARGED PLUMBING WATER FLOOR PLAN 14 1/4" = 1'-0"BUILDING B -ENLARGED PLUMBING DRAINAGE FLOOR PLAN 04 Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203123 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NOTE: TERMINATIONS 10'-0" OR LESS FROM A WALL OR PARAPET REQUIRE A CHIMNEY TO EXTEND 2'-0" MIN. ABOVE A WALL OR PARAPET. NO HEIGHT ABOVE PARAPET REQUIRED WHEN DISTANCE FROM WALLS OR PARAPET IS MORE THAN 10'-0". RAIN CAP ROOF FLASHING JACK, SEE SPECIFICATIONS ROOF CONCENTRIC VENT THRU ROOF SEE ARCHITECTURAL DRAWINGS FOR ROOF CONSTRUCTION INTAKE/COMBUSTION AIR. SEE PLANS FOR PIPE SIZE EXHAUST AIR. SEE PLANS FOR PIPE SIZE CONCENTRIC WYE FITTING 1" (20 GA.) SHEET METAL STRAP WRAPPED TAUGHT AROUND VENT, SCREWED TOGETHER WITH #10 S.M.S. #10 SMS, MIN. 1 EACH SIDE OF VENT HE I G H T 1' - 6 " MI N I M U M ANODELESS TRANSITION RISER POLYETHYLENE PIPE, SEE SPECIFICATIONS WARNING TAPE 18" ABOVE PIPE - "CAUTION: BURIED GAS LINE BELOW" FINISHED GRADE LEVEL BUILDING EXTERIOR WELDED SCHEDULE 40 GALVANIZED STEEL PIPE ABOVE GRADE BALL VALVE, (TYP.) DIELECTRIC UNION, (TYP.) TRACER WIRE NO.10 COPPER (THW.) EARTHQUAKE SHUT- OFF VALVE (PACIFIC SEISMIC PRODUCTS) ROUTE GAS PIPING TIGHT TO WALL AS CLOSE AS POSSIBLE MEDIUM PRESSURE GAS TO BUILDING. SEE PLANS FOR SIZE 3/8" THREADED ROD, WITH STIFFENER PER 09D/S6.92. LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER 14 GAGE ZINC COATED SADDLE HARD INSULATION (1" THICK) FULL LENGTH OF SADDLE 2" MIN. HEX NUT W/ 1/4" SQUARE WASHER TOP AND BOTTOM STRUT CLAMP OR U BOLT UNISTRUT P1001. PIPE (SEE PLANS FOR SIZES) UPPER ATTACHMENT, REFER TO 12/S-6.91 HANGER ROD SIZES & SUPPORT SPACING (PER CMC 313.3&313.6) PIPE TYPE PIPE SIZE HORIZONTAL PIPE SPACING VERTICAL PIPE SPACING ROD SIZE COPPER 1/2"- 1-1/2" 2" - 4" 6' 8' 6' 8' 3/8" 3/8" NOTES: 1. SUPPORT ADJACENT TO JOINT, NOT TO EXCEED 18" FROM JOINT. 2. SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION. 3. VERTICAL WATER LINES SHALL BE PERMITTED TO BE SUPPORTED IN ACCORDANCE WITH RECONGNIZED ENGINEERING PRINCIPLES WITH REGARD TO EXPANSION AND CONTRACTION, WHERE FIRST APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4. HANGERS SHALL NOT BE PLACED ON THE COUPLING. UNISTRUT P1000 W/ P1354. FOR SEISMIC BRACING ATTACHEMENT TO STRUCTURE ABOVE, REFER TO 03/S-6.91. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SEISMIC BRACING TO DESIGN TEAM TO CONFIRM INTENT OF TYPICAL SEISMIC BRACING DETAIL AND FOR SITE SPECIFIC CONDITIONS NOT INDICATED ON TYPICAL DETAIL. (TYP) 5" - 6"8' 8' 1/2" 1 11 2 3 1 2 3 4 5 6 7 8 9 10 11 12 1 4 5 6 7 9 8 11 11 12 1010 12 TRANSVERSE SPACING 20'-0" 14'-0" 10'-0" LONGITUDINAL SPACING 30'-0" 18'-0" 13'-0" SEISMIC ANCHORAGE REQUIREMENTS INSTALLATION NOTES: 1. MOUNT CHANNELS ON BLOCKING AS SHOWN. 2. INSTALL STRAPPING WITHIN UPPER ONE-THIRD AND LOWER ONE-THIRD OF VERTICAL WATER HEATER DIMENSION. GALVANIZED SHEET METAL PAN WITH DRAIN TO FLOOR SINK, (TYP.) ET-1 CP-1 SHUT-OFF VALVE (TYP) UNION (TYP) CHECK VALVE (TYP) COLD WATER SUPPLY AQUASTAT "MH" NO. L4006A, SET TO START PUMP @ 130°F AND STOP @ 140°F 7 DAY TIMECLOCK AND WIRING BY ELECTRICAL (TYP) AIR RELEASE VALVE WITHIN 4 FEET OF THE PUMP HOSE BIBB WITH VACUUM BREAKER (140°HW) (120°HWR)HOT WATER AND HOT WATER RETURN LINES (SEE PLANS FOR EXACT SIZE AND LOCATION) (CW) 4" EXHAUST SEE CONCENTRIC VENT THRU ROOF DETAIL FOR CONTINUATION EXPANSION TANK ANCHORAGE DETAIL 3/8" HEX HEAD CAP SCREW WITH CHANNEL NUT WITH SPRING BY UNISTRUT EXPANSION TANK, HUNG FROM ABOVE BY 3/4" PIPE AND SUPPORTED BY 1" WIDE x 16 GAGE STRAP. MAX. WEIGHT. = 65 LBS. UNISTRUT P1000 OVER MIN. 2 STUDS WITH #14 S.M.S. TO STUD SPILL PRESSURE TEMPERATURE RELIEF VALVE TO FLOOR SINK, (TYP. FOR 2) ANCHOR QUANTITY, SIZE AND SPACING PER STRUCTURAL 8" HIGH CONCRETE HOUSEKEEPING PAD HOLDRITE NO. QS-120 WATER HEATER RESTRAINT, ANCHOR TO WALL PER DETAIL 01/S6.92. (TYP. FOR 2) BALL VALVE WITH PLUG AT WATER HEATER DRAIN OUTLET, (TYP. FOR 2) FINISHED FLOOR CONNECT FLEXIBLE DRAIN HOSE TO BARB FITTING, DRAIN TO FLOOR SINK, (TYP. FOR 2) 4" AIR INTAKE 1/2"PVC, SPILL CONDENSATE TO FLOOR SINK ACID NEUTRALIZER GWH-1 THERMOMETER, (TYP.) EXHAUST / CONDENSATE ELBOW SEE EXPANSION TANK ANCHORAGE DETAIL. P6.20 09 ROOF DECK ROOFING CAST-IRON STRAINER FLASHING COLLAR & GRAVEL STOP 48" SQUARE LEAD FLASHING LPA ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING DETAILS P6.10 OCH MONROE ST. POOL REPLACEMENT PLUMBING DETAILS NTSCONCENTRIC VENT THRU ROOF DETAIL 11NTSBUILDING GAS RISER DETAIL 14 NTSPIPE HANGER DETAIL 02 NTSCONDENSING TYPE GAS FIRED WATER HEATER DETAIL 04 N.T.S.ROOF DRAIN 16 Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203124 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 3" MIN. GAS BALL VALVE, SEE SPECIFICATIONS FULL LINE SIZE TEE FITTING SEDIMENT TRAP THREADED CAP NIPPLE INLET TO EQUIPMENT FINISHED FLOOR 3/4" BRAIDED STAINLESS STEEL HOSE SINK OR LAVATORY ESCUTCHEON (TYP.) WALL CHROME PLATED TAILPIECE WITH DRAIN CONN. HOSE CLAMP (TYP.) "P" TRAP COUNTERTOP CABINET DOOR RECESSED TOE KICK CONDENSATE DRAIN IN WALL WASTE DRAIN IN WALL LPA VENT UP IN WALL 1 2 3 28.00 35.00 31.00 33.00 29.50 27.50 22.50 28525.00 450 57020.00 16726.00 23.50 251 19.50 24322.00 24.00 267 18.75 57222.50 48718.75 SPRING (1) FORCE LBS. 1 SIDE 1 SIDE SEISMIC CONNECTOR L-LOOP COPPER SWEAT ALLOWABLE MOVEMENT +/- 4" IN ALL PLANES COPPER 90 DEGREE ELBOW BRONZE HOSE AND BRAID FEMALE COPPER SWEAT OAL L L 34 40 70 65 80 86 44 127 93 4" OAL (IN.) 1½" 1¼" 2" 2½" 3" 1/2" 1" PIPE SIZE 3/4" OPER. PRESS. L L (IN.) 16.00L-41SB4-050 ME PRODUCTS MODEL NO. L-41SB4-075 L-41SB4-100 L-41SB4-125 L-41SB4-150 L-41SB4-200 L-41SB4-250 L-41SB4-300 L-41SB4-400 PIPING SHALL BE ANCHORED ON EACH SIDE OF BUILDING SEPERATION TO TRANSMIT MOVEMENT TO THE FLEX ASSEMBLY FLEXIBLE METAL HOSE ASSEMBLY 1 2 3 BUILDING SEISMIC SEPERATION JOINT TOTAL MOVEMENT (1) SPRING FORCE CALCULATED AT 150 PSI SLOPE TO DRAIN LOCATION. SEE PLANS FOR CONTINUATION. DIELECTRIC UNION (IF REQUIRED) MECHANICAL UNIT FLEXIBLE CONNECTION TYPE "M" COPPER TUBING WITH WROUGHT COPPER FITTING CLEANOUT PLUG (THREADED) VENT SAME SIZE AS DRAIN CEILING MIN. 3". 3/4" OVERFLOW DRAIN PLUG PROVIDE MOISTURE SENSOR KILL SWITCH IN CONDENSATE PAN. COORDINATE WITH CONTROLS LPA NOTES: 1. INSULATE ALL FITTINGS, VALVES, CHECK VALVE, PIPE AND PUMP BODY. EXTEND MEASUREMENT PORT TO EXTERIOR OF INSULATION. 2. RECIRCULATION BOOSTER PUMP SHALL BE LEAD-FREE CONSTRUCTION. 3. 7-DAY PROGRAMMABLE TIMER SHALL BE SET TO ALLOW PUMP OPERATION ONLY DURING OCCUPIED HOURS. 4. AQUASTAT CONTROLLER SHALL BE SET TO DISENGAGE THE PUMP WHEN THE RETURN WATER TEMPERATURE IS ABOVE 105 F OR AS ALLOWED BY LOCAL ENERGY CODE. 5. PROVIDE AUTOMATIC AIR VENT AS REQUIRED BY LOCAL ENERGY CODE TO REDUCE CAVITATION. ROUTE DRAIN LINE TO APPROVED DRAINAGE RECEPTOR. INSTALL AIR VENT WITHIN 48" OF PUMP INLET AS REQUIRED TO REDUCE AIR POCKETS. THERMOMETER, (TYP.) HOT WATER RETURN HOT WATER RETURN TO WATER HEATER UNION, (TYP.) SWING CHECK VALVE . . ACORN MODEL 8126-LF HOSE BIBB WITH VACUUM BREAKER CP-1 AQUASTAT BULB IN THERMOWELL BALL VALVE (TYP.) CROSS FITTING AQUASTAT CONTROLLER DIGITAL 7-DAY PROGRAMMABLE TIMER AQUASTAT BULB IN THERMOWELL 120V POWER CAPILLARY PRESSURE AND TEMPERATURE TEST TAP (TYP.) AUTOMATIC AIR VENT ON 6" STEM AT HIGH POINT 1/4" TUBING ROUTED TO APPROVED RECEPTOR AS R E Q U I R E D HE I G H T CLEANOUT TYPE 'L' COPPER WITH WROUGHT COPPER FITTINGS .1/8" FT. POSITIVELY ATTACH TUBING TO "Y" FITTING WITH HOSE CLAMP "Y" FITTING CEILING ROUTE DRAIN TO APPROVED LOCATION, REFER TO PLANS 1/2" PCD (PUMPED CONDENSATE DRAIN) CONDENSATE DRAIN PAN FACTORY SUPPLIED CONDENSATE PUMP MOUNTED IN UNIT OUTLINE OF WALL MOUNTED FAN COIL UNIT 1/2" PCD CONNECTION AT PUMP DISCHARGE BARE PIPE REFER TO DETAIL #X/A8.XX FOR ALL FLASHING AND INSULATION INFORMATION TYP. ROOFING ASSEMBLY, REFER TO DETAIL #X/A8.XX DECK ASSEMBLY PER STRUCTURAL ROOF PLANS VANDAL-RESISTANT VENT CAP FOR VTR (ZURN MODEL Z193) A A NOTE: MIN. HEIGHT = 0'-6" MAX. HEIGHT = 1'-6" DISCONNECT SWITCH ITEM INDICATED ON THE PLUMBING DRAWINGS AND SPECIFIED IN THE PLUMBING SECTIONS OF THE SPECIFICATIONS. 120V/1 PH/60HZ LINE VOLTAGE WIRING & CONDUIT P ITEM INDICATED ON THE ELECTRICAL DRAWINGS AND SPECIFIED IN THE ELECTRICAL SECTIONS OF THE SPECIFICATIONS. E E E CIRC. PUMP MOTOR P CIRCULATING PUMP WITH INTEGRAL TIME SWITCH AND AQUASTAT CONTROL. P LPA ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING DETAILS P6.20 OCH MONROE ST. POOL REPLACEMENT PLUMBING DETAILS NTS 02CONDENSATE DRAIN TO TRAP DETAIL NTS 04SEISMIC JOINT DETAIL - WATER N.T.S.CONDENSATE DRAIN W/ KILL SWITCH 15 12" = 1'-0"SEDIMENT TRAP DETAIL 03 NTS 09CIRCULATION PUMP INSTALLATION SCHEMATIC NTSFAN COIL CONDENSATE PUMP PIPING DETAIL 11NTSVENT THRU ROOF DETAIL 17 N.T.S.HOT WATER RECIRC. PUMP WIRING DIAGRAM 18 Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203125 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ABBREVIATIONS 4S/DP ACT ADA A.F.F. A.F.G. AWG AMP, A A.I.C. AF/AT AHJ AS/AF ATS AVG 4" SQUARE BY 2 1/8" DEEP BOX ACOUSTICAL CEILING TILE AMERICAN WITH DISABILITIES ACT ABOVE FINISH FLOOR ABOVE FINISH GRADE AMERICAN WIRE GAUGE AMPERE AMPERES INTERRUPTING CAPACITY (SYMMETRICAL) AMP FRAME, AMP TRIP AUTHORITY HAVING JURISDICTION AMP SWITCH, AMP FUSE AUTOMATIC TRANSFER SWITCH AVERAGE BDF BR BLDG BUILDING DISTRIBUTION FRAME BRANCH BUILDING CEC CIRC., CKT. CB CSFD C. C.O. CONN CPT CLCB CLF CT CALIFORNIA ELECTRICAL CODE CIRCUIT CIRCUIT BREAKER COMBINATION SMOKE FIRE DAMPER CONDUIT CONDUIT ONLY, COMPLETE WITH PULLSTRING CONNECTED CONTROL POWER TRANSFORMER CURRENT LIMITING CIRCUIT BREAKER CURRENT LIMITING FUSE CURRENT TRANSFORMER (D) DIA DISC DIST EXISTING TO BE DEMOLISHED DIAMETER DISCONNECT DISTRIBUTION E.C. EMS EMT ENT EWC E.P.O. E-O-L EF E/G EP (E) (ER*) ELECTRICAL CONTRACTOR ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING ELECTRIC WATER COLLER EMERGENCY POWER OFF END-OF-LINE CIRCUIT TERMINATOR EXHAUST FAN EQUIPMENT GROUND (GREEN) EXPLOSION PROOF EXISTING EQUIP TO REMAIN EXISTING EQUIP TO BE RELOCATED (*CORRESPONDS TO NEW LOCATION) FT or ' FA FLA FEET FIRE ALARM FULL LOAD AMPS GRD GFCI GFP GEC GROUND GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUNDING ELECTRODE CONDUCTOR HACR HOA HVAC H., W., D., L. HID HP HPS HEATING AIR CONDITIONING REFRIGERATION HAND-OFF-AUTO HEATING, VENTILATING AND AIR CONDITIONING HEIGHT, WIDTH, DEPTH, LENGTH HIGH INTENSITY DISCHARGE HORSEPOWER HIGH PRESSURE SODIUM IN. or " I/G IDF INCHES OSOLATED GROUND INTERMEDIATE DISTRIBUTION FRAME JBOX JUNCTION BOX K KCMIL KVA KW KWH DEGREE KELVIN THOUSAND CIRCULAR MILS KILOVOLT AMPERES KILOWATT KILOWATT HOUR LCL L.F. LTG, LTS LPS LONG CONTINUOUS LOAD LINEAR FEET LIGHTING LOW PRESSURE SODIUM MAX. MDF MOCP MCB MLO M.C. M M/M MV MH MIN. MCA MCC MCM MCP MFR. MTD MW MAXIMUM MAIN DISTRIBUTION FRAME MAXIMUM OVERCURRENT PROTECTION MAIN CIRCUIT BREAKER MAIN LUGS ONLY MECHANICAL CONTRACTOR METER METER MAIN MERCURY VAPOR METAL HALIDE MINIMUM MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MOTOR CIRCUIT PROTECTOR MANUFACTURER MOUNTED MICROWAVE (N) NATS NEC NEMA NC NO NF NIC N.T.S. NL NO. or # NEW NON AUTOMATIC DISCONNECT NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION NORMALLY CLOSED NORMALLY OPENED NON-FUSED NOT IN CONTRACT NOT TO SCALE NIGHT LIGHT NUMBER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED %Z PH. or ~ PC P.C. P PVC PDU PRIMARY PROVIDE PT PA PERCENT IMPEDANCE PHASE PHOTOCELL PLUMBING CONTRACTOR POWER POLY VINYL CHLORIDE POWER DISTRIBUTION UNIT OVER 600 VOLTS FURNISH, INSTALL AND CONNECT POTENTIAL TRANSFORMER PUBLIC ADDRESS TC TEL/DATA TV T.V.S.S. TYP TIMECLOCK TELEPHONE AND DATA TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL U.G.P.S. U.O.N. U.P.S. UNDERGROUND PULL SECTION UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SYSTEM VAV V VA VD VFD VARIABLE AIR VOLUME VOLTS VOLT AMPERES VOLTAGE DROP VARIABLE FREQUENCY DRIVE WP W WEATHERPROOF WIRE XFMR XX TRANSFORMER EXISTING EQUIP TO BE DEMO'D ABBREVIATIONS RE REC, RECEPT REF RGS RMS REPLACE EXISTING (IN-PLACE) RECEPTACLE REFRIGERATOR RIGID GALVANIZED STEEL ROOT MEAN SQUARE SCC SCS SFD SECONDARY SMACNA SPD SQ SHORT CIRCUIT CURRENT STRUCTURED CABLING SYSTEM SMOKE FIRE DAMPER 600 VOLTS AND LESS SHEET MTL & AIR COND. CONTRACTORS' NATIONAL ASSOC. SURGE PROTECTION DEVICE SQUARE MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE AND "2" INDICATES UNIT NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS. ANNOTATIONS TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO SYSTEM GROUND DETAIL. BRANCH CIRCUIT SYMBOLS 1 3 E-1 XXX-X XXXXXXXX XXX AC-2 A-1,3,5 X X LV P 12KV DELTA CONFIGURATION DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER. FEEDER SIZE DESIGNATION LIGHTING FIXTURE DESIGNATION KEYNOTE REFERENCE, REFER TO NOTES ON SHEETS, OR AS DIRECTED REVISION REFERENCE WYE CONFIGURATION GROUND HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH 'HOT' CIRCUIT IN CONDUIT RUN, #12 AWG MINIMUM UNLESS OTHERWISE NOTED. CONCEALED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS MINIMUM. CONCEALED CONDUIT OR BRANCH CIRCUIT ROUTED IN FLOOR SLAB OR CONCRETE. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR AND SUPPORT AS REQUIRED. 1/2" CONDUIT (2) #12 AWG CONDUCTORS MINIMUM. CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4" CONDUIT MINIMUM WITH (2) 12 AWG CONDUCTORS MINIMUM AND A CODE SIZED EQUIPMENT GROUND. SURFACE-MOUNTED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS MINIMUM. CONDUIT SHALL BE PAINT TO MATCH ADJACENT SURFACE. COORDINATE COLOR WITH ARCHITECT/INTERIORS. CONDUIT STUB OUT, CAP, MARK AND RECORD ON AS-BUILT DRAWINGS. CONDUIT CONTINUATION. FLEXIBLE CONNECTION AS REQUIRED. NUMBER OF CONDUCTORS AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN. CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION DOWN WALL TO FLOOR BELOW. CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO FLOOR ABOVE. EXISTING FEEDER, CONDUIT, WIRE TO BE DEMOLISHED. LOW VOLTAGE DUCTBANK BELOW GRADE. POWER DUCTBANK BELOW GRADE, SEE FEEDER TAG(s) FOR QUANTITY AND SIZE OF CONDUIT AND WIRE. MEDIUM -HIGH VOLTAGE DUCTBANK BELOW GRADE, WITH VOLTAGE INDICATED. SEE FEEDER TAG(s) FOR QUANTITY AND SIZE OF CONDUIT AND WIRE. FLUSH MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. DECORATIVE PENDANT "EM" SHADED OR HALF-SHADED CONNECTION POINT INDICATES FIXUTRE ON EMERGENCY POWER. SURFACE MOUNTED EMERGENCY BATTERY PACK. EXIT SIGN. POLE MOUNTED LIGHT. ABOVE-GRADE MOUNTED ADJUSTABLE ACCENT LIGHT. BOLLARD LIGHT. WALL STEP LIGHT. RECESSED MULTI-LAMP ADJUSTABLE DOWNLIGHT. CONCEALED LINEAR LIGHT STRIP. SURFACE MOUNTED ADJUSTABLE LINEAR WALLWASHER. TRACK LIGHT. WALL MOUNTED FIXTURE. SURFACE MOUNTED DOWNLIGHT. RECESSED ADJUSTABLE ACCENT LIGHT. RECESSED WALLWASHER. RECESSED DOWNLIGHT. RECESSED LINEAR WALLWASH. PENDANT MOUNTED LINEAR. RECESSED LINEAR OR PERIMETER WALLSLOT. RECESSED ARCHITECTURAL TROFFER SURFACE MOUNTED WRAPAROUND. DECORATIVE SURFACE MOUNTED LIGHT. STRIP LIGHT (B.O.H.) RECESSED LENSED TROFFER LIGHTING SYMBOLS LIGHTING CONTROLS KS ab ab ab WALL MOUNTED OCCUPANCY SENSOR. MOUNTING HEIGHT PER ADA - UON OR REQUIRED. "xx" INDICATES THE FOLLOWING: • IO: INFRARED OCCUPANCY SENSOR • UO: ULTRASONIC OCCUPANCY SENSOR • DO: DUAL TECHNOLOGY OCCUPANCY SENSOR. • P: PHOTOCELL • OP: COMBINATION PHOTOCELL AND DUAL TECHNOLOGY OCCUPANCY SENSOR LETTERS "ab" INDICATE ZONES CONTROLLED. xx MZ - # G SINGLE POLE SWITCH, MOUNTING HEIGHT PER ADA. SUBSCRIPT "K" INDICATES KEY OPERATED SWITCH. MANUAL ON/OFF, DIMMING AND GRAPHIC SCENE SELECT CONTROL STATION. LOW VOLTAGE MANUAL ON/OFF, DIMMING AND MULTI BUTTON ZONE SELECT CONTROL STATION. "#" DENOTES NUMBER OF ZONES. LETTERS "ab" INDICATE ZONES CONTROLLED. WALL MOUNTED COMBINATION VACANCY SENSOR AND DIMMER SWITCH, MOUNTING HEIGHT PER ADA - UON OR REQUIRED. LETTERS "ab" INDICATES ZONES CONTROLLED. BOTH SWITCH LEGS TO BE CONFIGURED IN A "MANUAL ON" CONFIGURATION. CEILING MOUNTED SENSOR. PROVIDE WITH POWER PACK AND RELAYS FOR PLUG LOAD AND HVAC CONTROL. LETTERS "ab" INDICATE ZONES CONTROLLED. "xx" INDICATES THE FOLLOWING: • OS: DUAL TECHNOLOGY OCCUPANCY SENSOR • P: PHOTOCELL • OP: COMBINATION PHOTOCELL AND DUAL TECHNOLOGY OCCUPANCY SENSOR. xx ab WALL MOUNTED COMBINATION OCCUPANCY SENSOR AND DIMMER SWITCH, MOUNTING HEIGHT PER ADA - UON OR REQUIRED. LETTERS "ab" INDICATE ZONES CONTROLLED. o v MS - # LOW VOLTAGE MANUAL ON/OFF, DIMMING AND MULTI BUTTON SCENE SELECT CONTROL STATION. "#" DENOTES NUMBER OF SCENE. LETTERS "ab" INDICATE ZONES CONTROLLED.ab ab SZ LOW VOLTAGE MANUAL ON/OFF AND SINGLE ZONE DIMMING CONTROL. DUPLEX RECEPTACLE -MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. "C" INDICATES CONTROLLED RECEPTACLE, MUST BE WITHIN 6'-0" OF UNCONTROLLED RECEPTACLE PER TITLE 24 REQUIREMENTS. DOUBLE DUPLEX RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. DUPLEX, GFCI RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DEDICATED 20A DUPLEX RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. DUPLEX RECEPTACLE WITH USB CONNECTORS -MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. DOUBLE DUPLEX RECEPTACLE WITH USB CONNECTORS, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. EMERGENCY DUPLEX RECEPTACLE -MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND. SIMPLEX RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. SPECIAL RECEPTACLE, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 OR AS NOTED. REFER TO PLAN NOTES. DUPLEX RECEPTACLE FLUSH IN CEILING -MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DOUBLE DUPLEX RECEPTACLE FLUSH IN CEILING -MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SIMPLEX RECEPTACLE FLUSH IN CEILING -MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SPECIAL RECEPTACLE FLUSH IN CEILING -MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 -UON OR REQUIRED. DOUBLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 -UON OR REQUIRED. DUPLEX, GFCI RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 -UON OR REQUIRED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 -UON OR REQUIRED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. SIMPLEX RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 -UON OR REQUIRED. SPECIAL RECEPTACLE MOUNTED ABOVE COUNTER, MOUNTING HEIGHT PER ADA DETAIL 19/E7.01 -UON OR REQUIRED. WALL MOUNTED JUNCTION BOX. MOUNTING HEIGHT AS NOTED. 4S/DP MINIMUM OR AS REQUIRED BY C.E.C.. JUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR APPLICATION DENOTED ON PLAN. 4S/DP MINIMUM OR AS REQUIRED BY C.E.C.. SURFACE MOUNTED MULTI-OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DRAWINGS FOR SPECIFIC LOAD REQUIREMENTS OR AS NOTED. FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. TRANSFORMER, REFER TO SINGLE LINE DIAGRAM. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/DISCONNECT SWITCH WITH FUSES PER EQUIPMENT MANUFACTURER AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND STARTER SIZES. MOTOR STARTER COMBINATION SWITCH WITH HOA SELECTOR SWITCH, ON "RUNNING LIGHT" RESET AND OVERLOAD PROTECTION. NON-FUSED DISCONNECT SWITCH, HP RATED AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. UTILITY COMPANY METER. PROVIDE "CT's" AND "PT's" AS REQUIRED, REFER TO SINGLE LINE DIAGRAM. POWER SYMBOLS J J 3 T F M CT 1 150AF 150AT 3P 60AS 3P 50AF CLASS J T PB POR J J POWER SYMBOLS CIRCUIT BREAKER, LINE 1 REPRESENTS FRAME SIZE/RATING; LINE 2 REPRESENTS TRIP SIZE/RATING; LINE 3 REPRESENTS NUMBER OF POLES AND LINE 4 REPRESENTS MISCELLANEOUS BREAKER INFO. (SEE BELOW): SHUNT = PROVIDE SHUNT TRIP MECHANISM. HACR = PROVIDE HACR-RATED BREAKER. GFP = GROUND FAULT PROTECTION CLCB = CURRENT LIMITING CIRCUIT BREAKER SS = PROVIDE SOLID STATE CIRCUIT BREAKER FUSIBLE SWITCH: LINE 1 REPRESENTS SWITCH SIZE/RATING; LINE 2 REPRESENTS NUMBER OF POLES; LINE 3 REPRESENTS FUSE SIZE/RATING; LINE 4 REPRESENTS FUSE TYPE; LINE 5 REPRESENTS MISCELLANEOUS FUSE INFO. (SEE BELOW): SHUNT= PROVIDE SHUNT TRIP MECHANISM. GFP = GROUND FAULT PROTECTION CLF = CURRENT LIMITING FUSE GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. LOW VOLTAGE TRANSFORMER PULLBOX, SIZED PER N.E.C. OR AS NOTED. RECESSED COMBINATION POWER OUTLET FOR IN FLOOR BOX PER PLAN FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN -MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. POWER OUTLET OUTLET, MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM PROVIDE THE FOLLOWING: • IN A NON-RATED INSULATED WALL, OR NON-RATED UNINSULATED WALL, PROVIDE A 2-GANG MUD RING OR CADDY #RBS SERIES BOX MOUNTING BRACKET (EQUAL BY B-LINE OR RAYCO) WITH (2) 1-1/4"C.O. WITH PULL STRING TO ACCESSIBLE CEILING. PROVIDE 1-1/4" BUSHINGS AT CONDUIT ENDS. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE AND CEILING CONDITIONS. • IN A RATED WALL, PROVIDE (1) 4S/DP BOX WITH (2) 1-1/4"C.O. AND (1) 4S/DP BOX WITH (1) 1-|"C.O. WITH PULL STRINGS IN EACH CONDUIT TO ACCESSIBLE CEILING. PROVIDE 1-1/4" BUSHINGS AT CONDUIT ENDS. UTILIZE CADDY #RBS SERIES BOX MOUNTING BRACKET TO MAINTAIN BOX ALIGNMENT. (EQUAL BY B-LINE OR RAYCO)UTILIZE FIRESTOPPING SYSTEM PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE BOX (STI OR EQUAL) AS REQUIRED TO MAINTAIN RATING OF WALL OR MEMBRANE. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE AND CEILING CONDITIONS. GROUND BUS BAR ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL LEAD SHEET E0.10 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL LEAD SHEET N.T.S R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203126 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. COORDINATE ALL MOUNTING DIMENSIONS FOR ELECTRICAL DEVICES AND SWITCHES WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH-IN. 4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO ROUGH IN.. 5. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH 6. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: A. ALL BRANCH CIRCUITS SHALL BE IN EMT. B. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. C. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 7. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC WHERE ADOPTED, ARTICLE 300.22(C. 8. PROVIDE G.F.C.I. TYPE RECEPTACLE(S) WITHIN 6 FEET OF ANY SINK. 9. CONTRACTOR TO INCLUDE AN ALLOWANCE TO CORE AND SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 10. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS.NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS. 11. COORDINATE ALL KITCHEN CONDUIT AND EQUIPMENT ROUGH-IN ON KITCHEN DRAWINGS POWER GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL/PLUMBING AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT LISTED IN SCHEDULE. ANY MODIFICATIONS AND/OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. 2. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL CONNECTION POINTS WITH THE EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL REMOTE DISCONNECTING MEANS FOR ALL ELECTRIC HEATING EQUIPMENT IF REQUIRED BY THE LOCAL ELECTRICAL CODE. 4. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF CONDUIT/WIRING TO ROOF-MOUNTED EQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. WHERE ROOF-MOUNTED EQUIPMENT IS MANUFACTURED TO BE FED FROM WITHIN MECHANICAL CURB ASSEMBLY -SEPARATE ROOF PENETRATIONS FOR WIRING CONNECTIONS SHALL NOT BE PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN ACCESSIBLE CEILING SPACE LOCATION. 5. ALL ROOF MOUNTED EQUIPMENT SHALL BE NEMA 4X RATED. ROOF GENERAL NOTES THESE NOTES ESTABLISH MINIMUM QUALITY LEVELS AND COORDINATION REQUIREMENTS. RESPECTIVE UTILITY COMPANY PLANS AND REQUIREMENTS TAKE PRECEDENCE OVER THESE NOTES WITH REGARD TO RESPECTIVE UTILITY COMPANY CONDUIT AND UNDERGROUND STRUCTURE SYSTEMS. 1. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. 2. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. 3. VAULTS, MAINTENANCE HOLES (MH's) AND CONDUITS SHALL MAINTAIN A MINIMUM COVER OF 24" BELOW FINAL SURFACE AT ALL CONDITIONS. INCLUDE ALL COSTS IN BASE BID TO MEET UTILITY COMPANY REQUIREMENTS WHICH MAY REQUIRE GREATER MINIMUM CONDUIT DEPTHS. 4. VAULTS, MH's AND PULLBOXES (PB's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s/PB's ARE TO BE EQUIPPED WITH RACKING, GROUNDING LUGS, AND BOLT-DOWN LIDS UNLESS OTHERWISE NOTED. 12. VAULTS AND MH's TO BE EQUIPPED WITH ROUND COVERS, EXTENSION RINGS AS REQUIRED, LADDERS AND (3) SEGMENTS OF 6 FOOT HIGH CABLE RACKING PER EACH LONG WALL. 13. LABEL ALL NON-UTILITY COMMUNICATION VAULT/MH/PB COVERS WITH "COMMUNICATIONS" UNLESS OTHERWISE NOTED ON PLANS. 14. COORDINATE FINAL VAULT/MH/PB OPENING HEIGHT WITH G.C. PRIOR TO ROUGH-IN TO ENSURE FINAL GRADE DOES NOT SLOPE INTO VAULT/MH/PB OPENING. 15. CONTRACTOR TO PROVIDE A MINIMUM OF 8" DEEP COMPACTED 1/2" DIAMETER GRAVEL, UNDER ALL VAULTS, MH's OR PB's TO ENSURE UNIFORM DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR AND BE ABLE TO DISSIPATE WATER OUT OF THE VAULT, MH OR PB. 16. ALL VAULTS/MH's/PB's WITHOUT GROUNDING LUGS SHALL HAVE AN 8' x 3/4" COPPER GROUND ROD DRIVEN THRU THE FLOOR TO ALLOW GROUNDING OF ITEMS WITHIN. 17. ALL VAULTS/MH's/PB's SHALL BE PROVIDED WITH TRAFFIC RATED COVERS WHEN LOCATED IN PAVED AREAS UTILIZED FOR VEHICLE TRAFFIC. 18. IF THE WATER OR MOISTURE BARRIER ON OR NEAR THE FOUNDATION OF A BUILDING IS DISTURBED IN ANY MANNER BY EXCAVATION OR OTHER CONSTRUCTION WORK. THE MOISTURE BARRIER MUST BE REPAIRED FOLLOWING THE RECOMMENDATIONS OF THE MANUFACTURER OF THE ORIGINAL BARRIER PRODUCT. 19. THE CONTRACTOR SHALL INCLUDE IN BASE BID ALL COSTS TO COMPLY WITH ALL REQUIREMENTS FOR CONFINED SPACE ENTRY PER THE OSHA REQUIREMENTS 29 CFR-1910.146, 29 CFR-1910.268, ETC. DURING ANY CONFINED SPACE ENTRY. 20. ANY DUCTS LEAVING A VAULT, MH OR PB ROUTED INTO A FACILITY SHALL BE PLUGGED AT EACH END USING REMOVEABLE MECHANICAL PLUGS DESIGNED TO PREVENT WATER AND GAS FROM ENTERING THE FACILITY. 21. SEE ELECTRICAL SPECIFICATIONS AND PLAN DETAILS FOR ADDITIONAL REQUIREMENTS REGARDING UNDERGROUND CONDUITS AND IN-GRADE VAULT/MH/PB/JUNCTION BOXES. 22. INSTALL MULE TAPE OR 3/8" PULL ROPE AND TRUE-TAPE IN EACH UTILITY CONDUIT. SITE UTILITY PLAN GENERAL NOTES 1. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION. 2. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 3. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES,FITTINGS, FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN. 4. NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. 5. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 6. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY. 7. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. 8. DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OF DEVICES. 9. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE. 10. CONTRACTOR SHALL VERIFY EXISTING CONDUIT/CONDUCTOR RUNS ON CIVIL DEMOLITION PLAN, SHEET C1.01. REUSE AS REQUIRED AND REMOVE ALL UNUSED CONDUIT/CONDUCTORS. REMOVE CONDUIT BACK TO SCOPE OF WORK LIMIT LINE. AT EACH END OF FEEDER, TAG AND LABEL CONDUIT. DOCUMENT DETAILED DIMENSIONS ON AS-BUILTS. REMOVE CONDUCTORS BACK TO SOURCE (VERIFY WITH OWNER). UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. 11. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRE AND REMOVED ALL UNUSED CONDUIT/WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE. REMOVE UNUSED WIRING. 12. CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS ACCORDINGLY. PROVIDE COMPLETE "AS BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR PANELS. 13. WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL SYSTEMS WHILE A BUILDING IS OCCUPIED OR THAT EFFECT ADJACENT BUILDINGS, SCHEDULE OUTAGES OR INTERRUPTIONS WITH THE OWNER, BUILDING OCCUPANTS AND/OR ADJACENT BUILDING OWNER(S) AND OCCUPANTS PRIOR TO CONDUCTING OUTAGE(S) OR INTERRUPTIONS. DEMOLITION NOTES 1. THE ELECTRICAL CONTRACTOR (EC) SHALL INCLUDE AND PROVIDE IN BID ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND OPERATIONAL INSTALLATION OF ALL ELECTRICAL SYSTEMS. 2. EC SHALL COORDINATE AND OBTAIN ALL APPROVALS, PERMITS, AND DOCUMENTS FROM REGULATORY AGENCIES AND UTILITY COMPANIES. 3. ALL CONDUIT RACEWAY SYSTEMS ARE TO BE INSTALLED AS FOLLOWS: A. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN ALL EXTERIOR INSTALLTION APPLICATION (EMT NOT PERMITED). CONTRACTOR SHALL ONLY USE THREADED HUBS AND COUPLINGS WITH RGS CONDUITS (THREADLESS FITTING NOT PERMITED). B. FLEXIBLE METALLIC CONDUIT I S PERMITTED FOR SHORT CONNECTIONS TO LIGHT FIXTURES (6'-0" MAX). C. FLEXIBLE CONDUIT SHALL ALSO BE INSTALLED FOR EQUIPMENT REQUIRING VIBRATION ISOLATION AND HORIZONTAL RUNS IN WOODEN STUD WALLS. ELECTRICAL METALLIC TUBING (EMT) WITH COMPRESSION TYPE FITTINGS SHALL BE USED FOR BUILDING INTERIOR WORK. D. PVC CONDUIT SHALL BE USED FOR UNDERGROUND CONDUITS. ROUTE CODE SIZED GROUND WIRE INSIDE OF CONDUIT. CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR PVC COATING AND UTILITY COMPANIES. E. ALL CONDUITS IN THE PUMP ROOM AND CHEMICAL ROOMS SHALL BE PVC COATED RGS. 4. ALL NEW ELECTRICAL WIRING IS TO BE 600V RATED COPPER STRANDED TYPE "THHN/THWN" INSULATION. 5. ALL MOUNTING HEIGHTS REFERENCED ON DRAWINGS ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE REFERENCED OR INDICATED ON THE DRAWINGS. 6. ALL ELECTRICAL EQUIPMENT LOCATIONS (LIGHTING, RECEPTACLE, FLOOR BOX, ETC.) ARE TO BE VERIFIED WITH THE ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO BEGINNING ANY ROUGH-IN. 7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS, AND ALL STATE, LOCAL, SEISMIC, AND CALIFORNIA ELECTRIC CODES. 8. THE DRAWINGS INCLUDED IN THIS DOCUMENT SET ARE DIAGRAMMATIC. THEY ARE REPRESENTATIVE OF THE ENGINEER OF RECORDS DESIGN INTENT FOR ALL ELECTRICAL DEVICES/EQUIPMENT AND THE INDIVIDUAL POWER FEEDS THEY ARE TO BE CONNECTED TO. THE SELECTED EC SHALL BE RESPONSIBLE FOR PROVIDING ALL J-BOXES, CONDUIT, WIRING/CABLING, ETC. AS REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL INSTALLATION. 9. EXTERIOR ENCLOSURES MUST BE NEMA 3 R ALUMINUM OR NEMA 4X STAINLESS STEEL. 10. ALL ELECTRICAL WORK SHALL BE PERFORMED ACCORDING TO STATE, LOCAL, NATIONAL, AND DISTRICT STANDARDS AND CODES. COORDINATE SPECIFIC REQUIREMENTS WITH DISTRICT STANDARDS AND AUTHORITY HAVING JURISDICTION. 11. ALL ELECTRICAL EQUIPMENT SHALL BE NEW AND IS TO BE CLEARLY LABELED/IDENTIFIED AS UNDERWRITER LABORATORIES (UL) COMPLIANT UNLESS OTHERWISE NOTED OR REFERENCED IN THE DRAWINGS OR SPECIFICATIONS. 12. EC IS RESPONSIBLE FOR SECURING ALL REQUIRED BUILDING PERMITS AND SHALL INCLUDE THE COST TO SECURE BUILDING PERMITS IN THEIR FINAL BID. 13. UNLESS OTHERWISE WRITTEN, STATED, OR REFERENCED IN DRAWINGS OR SPECIFICATIONS CONTRACTOR SHALL GUARANTEE THE COMPLETE ELECTRICAL INSTALLATION FOR A PERIOD OF 1-YEAR. 14. ALL ELECTRICAL DISTRIBUTION EQUIPMENT (PANELS, DISTRIBUTION BOARDS, TRANSFORMERS, ETC), FEEDERS (CONDUIT, CONDUCTOR SIZE, AND QUANTITY), MECHANICAL EQUIPMENT, ELEVATORS, VARIABLE FREQUENCY DRIVES (VFD'S), ETC. MAY ONLY BE REFERENCED ON THE SINGLE-LINE DRAWING AND NOT INDIVIDUAL PLAN SHEETS. EC SHALL REVIEW AND VERIFY ALL REFERENCED INFORMATION ON THE SINGLE-LINE DRAWING. 15. EC SHALL BE RESPONSIBLE FOR ALL REQUIRED SAW-CUTTING, CORE DRILLING, PATCHING, REFINISHING, ETC. AS REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT AND SYSTEMS. ANY PENETRATIONS OR OPENINGS MADE IN WALLS OR STRUCTURES SHALL BE PATCHED AND/OR SEALED AS REQUIRED TO MAINTAIN THE INTEGRITY AND/OR RATING OF THE WALL OR STRUCTURE. 16. EC SHALL VISIT THE SITE PRIOR TO SUBMISSION OF THEIR FINAL BID TO VERIFY ALL EXISTING SITE CONDITIONS WHICH MAY AFFECT THE COMPLETION OF THE ELECTRICAL INSTALLATION. ALL METHODS AND REQUIREMENTS FOR INSTALLATION SHALL BE DETERMINED PRIOR TO BID DATE. ELECTRICAL EC SHALL NOTIFY THE ENGINEER OF RECORD OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT REFERENCED ON THESE ELECTRICAL PLANS. SUBMITTAL OF THE EC'S BID DEMONSTRATES THE CONTRACTOR'S AWARENESS OF ALL SITE CONDITIONS AND REQUIRED WORK TO BE PERFORMED. 17. ALL CEILINGS AND CEILING SYSTEMS AS A RULE ARE CONSIDERED TO BE INACCESSIBLE. ALL ELECTRICAL DEVICES AND EQUIPMENT INSTALLED ABOVE CEILINGS ARE TO BE MOUNTED IN A LOCATION WHICH IS ACCESSIBLE. IN SITUATIONS WHERE ELECTRICAL DEVICES AND EQUIPMENT MUST BE INSTALLED IN AN AREA WHICH IS INACCESSIBLE, EC SHALL INSTALL AN ADEQUATELY SIZED, CODE COMPLIANT ACCESS PANEL AS REQUIRED BY CURRENT CODES -LOCATION OF THE REQUIRED ACCESS PANEL SHALL BE COORDINATE WITH THE ARCHITECT AND INTERIOR DESIGNER PRIOR TO ROUGH-IN. 18. EC IS RESPONSIBLE FOR COMPLETING ALL FINAL ELECTRICAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT AND SHALL PROVIDE ALL MOTOR START SWITCHES, DISCONNECTS, ETC. AS REQUIRED. 19. ALL ELECTRICAL EQUIPMENT CONNECTIONS, MOUNTING LOCATIONS, ELECTRICAL REQUIREMENTS, ETC. ARE TO BE COORDINATED AND VERIFIED PRIOR TO COMMENCEMENT OF ELECTRICAL ROUGH-IN. 20. EC TO SUBMIT SHOP DRAWINGS FOR THE APPROVAL OF THE ELECTRICAL ENGINEER OF RECORD FOR ALL ELECTRICAL EQUIPMENT AND MATERIALS TO BE UTILIZED IN THE ELECTRICAL INSTALLATION. ALL APPROVALS BY THE ENGINEER OF RECORD MUST BE SECURED PRIOR TO COMPLETION OF ANY PURCHASE ORDERS OR ROUGH-IN WORK. 21. THESE ELECTRICAL DRAWINGS AND ASSOCIATED SPECIFICATIONS ARE TO BE CONSIDERED CONTRACT DOCUMENTS FOR AGENCY REVIEW/APPROVAL AND EC BIDDING PURPOSES. 22. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH CEC ARTICLE 250. ALL POWER AND LIGHTING CIRCUITS SHALL BE INSTALLED WITH A MINIMUM #12AWG CU GROUND WIRE UNLESS OTHERWISE NOTED OR REFERENCED. 23. EC TO PROVIDE ENGRAVED PHENOLIC NAMEPLATES ON ALL DISCONNECT SWITCHES, DISTRIBUTION EQUIPMENT, J-BOXES ETC. WITH METALLIC COVERS. SEE GENERAL NOTES ON SINGLE-LINE DIAGRAM FOR SPECIFIC INFORMATION REGARDING NAMEPLATE REQUIREMENTS. 24. ELECTRICAL AND LIGHTING COVER PLATE COLOR, ENGRAVING AND LABELING PER SPECIFICATIONS. 25. AT THE COMPLETION OF THE PROJECT THE EC SHALL PROVIDE THE OWNER WITH A COMPLETE SET OF AS-BUILT ELECTRICAL DRAWINGS. 26. ANY AND ALL WORK THAT REQUIRES AN INTERRUPTION TO A BUILDING(S) ELECTRICAL SERVICE MUST BE COORDINATED WITH THE DISTRICT A MINIMUM OF 48 HOURS IN ADVANCE. ANY SERVICE DOWNTOWN SHALL NOT OCCUR DURING SCHOOL HOURS. 27. EC SHALL BE RESPONSIBLE FOR FOR ENSURING THAT ALL LOW VOLTAGE SYSTEMS ARE COMPATIBLE AND ARE COMPLETE AND OPERATIONAL. 28. EC SHALL PERMANENTLY TAG ALL CONDUCTORS IN EACH ELECTRICAL AND LOW VOLTAGE SYSTEM AS REFERENCED IN THE SPECIFICATIONS. 29. ANY SURFACE MOUNTED EXPOSED CONDUIT IN VIEW OF THE PUBLIC SHALL BE PAINTED TO MATCH THE FINISH OF THE SURFACE TO WHICH IT IS MOUNTED WITH TWO (2) COATS OF PAINT. ALL EXTERIOR SURFACE MOUNTED EXPOSED CONDUITS ARE TO BE PAINTED WITH TWO (2) COATS OF WEATHERPROOF LATEX PAINT. 30. EC TO PROVIDE ALL CONDUIT ONLY (C.O.) INFRASTRUCTURE WITH A 3/16" NYLON PULL ROPE. LABEL PULL ROPE AT EACH END WITH THE LOCATIONS OF ORIGIN AND TERMINATION. 31. IN INSTANCES WHERE A CONFLICT BETWEEN THE ELECTRICAL DRAWINGS AND THE SPECIFICATIONS FOR THE PROJECT EXISTS, THE EC SHALL ADHERE TO THE MORE STRINGENT REQUIREMENT. 32. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. AS SUCH, ALL ELECTRICAL EQUIPMENT LOCATIONS, CONDUIT ROUTING, ETC. ARE NOT PRECISE AND SHALL BE COORDINATED, VERIFIED, AND DETERMINED IN THE FIELD. EC TO INSTALL ALL ELECTRICAL EQUIPMENT AND ROUTE ALL CONDUITS IN LOCATIONS WHICH MEET CODE REQUIREMENTS FOR ACCESSIBILITY/MOUNTING AND DO NOT INTERFERE WITH ANY BUILDING STRUCTURES, UTILITIES, OR OTHER TRADE EQUIPMENT. 33. ALL EXISTING SITE RELATED ELECTRICAL EQUIPMENT (I.E. UNDERGROUND UTILITIES, DUCTS, STRUCTURES, PULL BOXES, ETC.) LOCATIONS ARE DIAGRAMMATIC IN NATURE AND ONLY REFLECT APPROXIMATE LOCATIONS, QUANTITIES, AND/OR ROUTING INFORMATION. ALL REFERENCED INFORMATION HAS EITHER BEEN SURVEYED, REPORTED BY THE OWNER/OWNERS REP, AND/OR REFERENCED ON AN AS-BUILT RECORD DOCUMENTS. ALL EXISTING ELECTRICAL EQUIPMENT REFERENCE D ON THESE DRAWINGS IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF BY ACCEPTING THESE PLANS OR PROCEEDING WITH ELECTRICAL SCOPE OF WORK, AGREES TO ACCEPT LIABILITY AND SHALL RENDER THE ENGINEER OF RECORD HARMLESS FOR ANY ELECTRICAL EQUIPMENT NOT REPORTED TO THE ENGINEER DURING THE DESIGN PROCESS. THE CONTRACT TO TAKE THE REQUIRED PRECAUTIONARY MEASURES TO ENSURE ALL EXISTING ELECTRICAL EQUIPMENT IS PROTECTED IN PLACE. 34. ANY EXISTING BUILDING STRUCTURES OR SURFACES DAMAGED BY DEMOLITION OR DURING INSTALLATION ACTIVITIES SHALL BE REPAIRED, PATCHED, AND/OR REFINISHED TO THE SATISFACTION OF THE OWNER. 35. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE DEMOLISHED SHALL BE REMOVED ENTIRELY AND ALL AFFECTED SURFACES OR STRUCTURES SHALL BE REPAIRED, REPLACED, AND/OR REFINISHED TO MATCH THE ADJACENT SURFACES OR DAMAGED ITEM(S). 36. FOR CLARITY ONLY RECONSTRUCTION OR NEW WORK RELATED ELEMENTS AND SELECT EXISTING FACILITIES SPECIFICALLY REQUIRING COORDINATION WITH ANY NEW WORK. 37. ALL CONDUITS, BOXES, SURFACE MOUNTED RACEWAYS, SUPPORT DEVICES, AND ASSOCIATED FITTINGS SHALL BE MOUNTED IN CONCEALED LOCATIONS ABOVE CEILINGS, DUCTS, TRUSSES, BEAMS, ETC. IN AREAS WHERE A CONCEALED MOUNTING LOCATION IS NOT AVAILABLE EQUIPMENT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACES. 38. ANY PENETRATIONS BY CONDUITS OR OTHER ELECTRICAL EQUIPMENT THROUGH A FIRE RATED WALL -WHETHER EXISTING OR NEW -SHALL MAINTAIN THE APPROPRIATE FIRE RATING BY SEALING THE PENETRATION WITH THE APPROPRIATE UL-LISTED FIRE-STOP MATERIAL/SYSTEM. 39. LEED COMMISSIONING NOTE:ELECTRICAL CONTRACTOR TO COORDINATE AND PROVIDE ASSISTANCE FOR COMPLETE COMMISSIONING OF ALL SYSTEMS IDENTIFIED IN COMMISSIONING AGENT'S DOCUMENTS, INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, ELECTRONIC METERING, ETC. GENERAL NOTES ADDITIONAL NOTES 1. ALL INFORMATION REFERENCED IS PRELIMINARY IN NATURE AND DOES NOT REPRESENT FINAL DESIGN DOCUMENTS. ALL INFORMATION AND REQUIREMENTS RELATIVE TO UTILITY INFRASTRUCTURE SHALL BE COORDINATED, VERIFIED, AND INSTALLED PER FINAL UTILITY COMPANY DESIGN DOCUMENTS. 2. ROUTING OF ALL CONDUIT SHALL BE COORDINATED IN THE FIELD AND CONFIRMED BY ENGINEER AND ARCHITECT. 3. COORDINATE ALL CONDUIT ROUTING, ELECTRICAL DEVICE LOCATIONS, PULL BOX LOCATIONS, ETC. WITH LANDSCAPE PLANTING PLANS TO AVOID CONFLICTS WITH TREES, SHRUBS, ETC. 4. ALL CONDUCTOR AND CABLE RUNS ARE TO BE CONTINUOUS. NO CONDUCTORS OR LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT ONE. ALL CONDUCTORS AND LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT TWO AND TERMINATED INSIDE OF THE BUILDING. 5. ALL CONDUIT SHALL BE PROVIDED WITH PROPERLY SIZED PULL STRING PER UTILITY COMPANY STANDARDS. 6. ALL EQUIPMENT MOUNTED OUTDOORS SHALL BE INSTALLED IN A WEATHERPROOF NEMA 3R ALUMINUM OR NEMA 4X STAINLES STEEL ENCLOSURE. 7. SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. 8. PROVIDE CONCRETE ENCASEMENT FOR ALL TRENCHES WITH MORE THAN THREE (3) CONDUITS. ALL UTILITY CONDUIT SHALL BE ENCASED PER UTILITY COMPANY REQUIREMENTS. 1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH-IN. 2. ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR INSTALLATION. 3. CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES. 4. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RALY, ETC. INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PROVIDE ALL NECESSARY CIRCUITS DEVICES AND CONNECTIONS AS REQUIRED. 5. CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE INSTALLED AND PROVIDE FUDES DISCONNECT SWITCHES WHEN SICH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUM FUSE FOR EQUIPMENT PROTECTION. FLOOR PLAN GENERAL NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL LEAD SHEET E0.11 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL LEAD SHEET N.T.S R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203127 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 GENERAL NOTES -LIGHTING FIXTURE/SCHEDULE 1. ALL LIGHTING FIXTURES SHALL BE LABELED WITH THE APPROPRIATE UL LABEL (DAMP, WET, ETC.) AS REQ BY CODES AND LOCAL ORDINANCES. 2. SHOP DRAWING SUBMITTALS SHALL INCLUDE ALL FIXTURES, AND DRIVERS/DIMMING INFORMATION. ANY SHOP DRAWINGS WHICH ARE SUBMITTED WITHOUT ANY ONE OF THESE ITEMS WILL BE REJECTED AS INCOMPLETE AND WILL BE REQ TO BE RESUBMITTED WITH THE REQ INFORMATION. 3. ALL LIGHTING FIXTURE SPECIFIC INFORMATION (TYPE, OUTPUT/LUMEN LEVEL, DRIVER, COLOR, MOUNTING, ETC.) HAS BEEN SPECIFIED WITH THE CONSIDERATION OF SPECIFIC PERFORMANCE AND AESTHETIC REQUIREMENTS. ANY SUBSTITUTION OF THE SPECIFIED FIXTURES IS SUBJECT TO THE ARCHITECT AND ENGINEER OF RECORD’S FINAL APPROVAL AND ARE SUBJECT TO THE FOLLOWING CRITERIA: a. SUBMIT AN OPERABLE SAMPLE OF THE SPECIFIED FIXTURE AND A 120V CORD AND PLUG (AND DRIVER TO OPERATE SAMPLE IF NECESSARY). b. PROVIDE COMPLETE PHOTOMETRIC REPORT(S) FOR THE SITE AND/OR FLOOR PLAN CONFIRMING SUBSTITUTE FIXTURE(S) MEET OR EXCEED DESIGNED ILLUMINANCE LEVELS IN SPACES IDENTIFIED. CLEARLY IDENTIFY ILLUMINANCE LEVELS (IN FOOT-CANDLES), AND ALL INPUT DATA UTILIZED IN THE CALCULATION (LUMEN OUTPUTS, LIGHT LOSS FACTORS, ETC.). IN SITUATIONS WHERE SUBSTITUTIONS AFFECT FIXTURES EQUIPPED WITH EMERGENCY BATTERY PACKS OR OTHER EMERGENCY SOURCES OF POWER, PROVIDE ADDITIONAL PHOTOMETRIC REPORT(S) THAT CLEARLY IDENTIFY A MIN OF 1 FOOT-CANDLE ALONG THE PATH(S) OF EGRESS, ALL INPUT DATA UTILIZED IN THE CALCULATION, AND THE LUMEN RATING AND QUANTITY OF FIXTURES FOR THE EMERGENCY BATTERY PACK. SEE BELOW FOR PHOTOMETRIC PLAN GUIDELINES: 1. POINT BY POINT SPACING IS NOT TO EXCEED 10’-0”IN ANY DIRECTION ON SITE PLANS; SPACING IS NOT TO EXCEED 4’-0”IN ANY DIRECTION ON INTERIOR FLOOR PLANS. 2. PHOTOMETRIC STUDY IS TO BE BASED ON MAINTAINED ILLUMINANCE LEVELS (IN FOOT-CANDLES) USING MEAN FIXTURE LUMENS AND THE SAME LIGHT LOSS FACTORS USED IN THE ORIGINAL DESIGN CALCULATIONS PERFORMED BY THE ENGINEER OF RECORD. 3. ASSOCIATED REPORT TO INCLUDE AN ENERGY COST MODEL WHICH IDENTIFIES ADDITIONAL ENERGY OR ENERGY COSTS FOR A 10- YEAR PERIOD AS COMPARED TO THE ORIGINAL ITEM SPECIFIED. ALL ADDITIONAL EXPENSES WILL BE SUBTRACTED FROM THE CONTRACT COST. c. WHERE APPLICABLE, TEST SWITCH MOUNTING (INTEGRAL OR REMOTE) SHALL MATCH THE MOUNTING AS SPECIFIED ON THE DESIGN DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COVER PLATES, TRIMS, REFLECTORS, ETC. NECESSARY FOR THE SPECIFIC TEST SWITCH MOUNTING. d. MANUFACTURER’S CATALOG CUT SHEET WHICH INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING INFORMATION: LUMEN LEVEL, DRIVER/TRANSFORMER OPTIONS, VOLTAGES, OPTICS, EPA RATING (WHERE APPLICABLE), FIXTURE DIMENSIONS, EMERGENCY OPTIONS (WHERE APPLICABLE), AND FIXTURE FINISHES. e. FOR ALL SITE LIGHTING FIXTURES, PROVIDE POLE SPECIFICATIONS WITH SUPPLEMENTAL DOCUMENTATION IDENTIFYING POLE SIZE IS RATED ACCORDINGLY BASED ON FIXTURE(S) EPA AND WIND RATING FOR THE PROJECT ZONE. f. A SIGNED COPY OF THE “SUBSTITUTION COMPLIANCE FORM”LOCATED IN THE DIVISION 1 SPECIFICATION WHICH STATES THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THEN THE PROJECT SCHEDULE WILL NOT BE NEGATIVELY AFFECTED. IF THE COMPLETION OF THE PROJECT IS DELAYED DUE TO THE PROPOSED SUBSTITUTION, THEN THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL ESTABLISHED LIQUIDATED DAMAGES. g. CONTRACTOR TO PROVIDE ARCHITECT AND ENGINEER OF RECORD WITH ALL SUBSTITUTE INFORMATION REFERENCED ABOVE NO LATER THAN TWO WORKING WEEKS PRIOR TO THE BID DEADLINE. 4. CATALOG NUMBERS AS REFERENCED ON THE FIXTURE SCHEDULE PROVIDE GENERAL FIXTURE INFORMATION. CONTRACTOR SHALL REVIEW LIGHTING PLANS AND SPECIFICATIONS TO VERIFY ALL FIXTURE ASSOCIATED DESIGN INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PARTS AND PIECES REQ FOR A COMPLETE AND OPERATIONAL INSTALLATION. ANY DISCREPANCIES BETWEEN DESCRIPTIONS, SPECIFICATIONS, AND CATALOG NUMBERS ARE TO BE PRESENTED TO THE ENGINEER OF RECORD PRIOR TO COMPLETION OF THE BID PROCESS FOR CLARIFICATION. 5. ALL COLOR SPECIFIC INFORMATION WHICH RELATES TO LIGHTING FIXTURES AND/OR THEIR RELATED PARTS ARE TO BE REVIEWED AND COMMENTED ON BY THE ARCHITECT. FIXTURES WHICH REQUIRE A CUSTOM COLOR WILL HAVE A CUSTOM COLOR PAINT WHICH WILL BE INCLUDED IN THE ARCHITECT’S SHOP DRAWING REVIEW COMMENTS. 6. ALL LIGHTING EQUIPMENT LOCATIONS ARE TO BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING AND INSTALLING. 7. ENSURE COMPATIBILITY OF ALL DIMMING SYSTEMS AND INDIVIDUAL LIGHTING CONTROLS WITH FIXTURES, AND DRIVERS. ALL COMPONENTS TO BE FACTORY CERTIFIED COMPATIBLE FOR A FULL RANGE OF DIMMING. 8. LIGHTING FIXTURE CLEARANCES FROM COMBUSTIBLE MATERIALS ARE TO BE A MIN OF ½”(OTHER THAN AT POINTS OF SUPPORT) AND 3” FROM INSULATION FOR NON-IC RATED RECESSED LIGHTING FIXTURES. 9. ALL LIGHTING FIXTURES WHICH ARE TO BE MOUNTED IN FOOD SERVICE AREAS SHALL BE PROVIDED WITH THE FOLLOWING CHARACTERISTICS: DOOR TO FRAME GASKETS, LENS TO FRAME GASKETS, INVERTED LENS, AND A FOOD SERVICE RATING. 10. ALL LIGHTING FIXTURES TO BE MOUNTED IN A SUSPENDED CEILING ARE TO BE SUPPORTED BY T-BAR CLIPS AND (2) #12 SUPPORT WIRES ATTACHED TO THE BUILDING FRAME. IN ADDITION, LIGHTING FIXTURE ARE TO BE SECURED TO THE CEILING GRID WITH (4) SHEET METAL SCREWS ((1) AT EACH CORNER OF THE FIXTURE) –SCREWS SHALL BE NEITHER VISIBLE NOR IMPEDE THE INSTALLATION OF CEILING TILES; UON. WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS. 11. CONTRACTOR TO FOLLOW COLOR TEMPERATURE GUIDELINES LISTED BELOW UNLESS OTHERWISE NOTED OR SPECIFIED: a. 3500K FOR ALL INTERIOR ENVIRONMENTS b. 3000K FOR ALL EXTERIOR ENVIRONMENTS 12. CONTRACTOR TO FOLLOW CRI AND TM30 VALUES GUIDELINES LISTED BELOW UNLESS OTHERWISE NOTED OR SPECIFIED: a. CRI 80 FOR INTERIOR b. TM30 RF VALUE ≥78 FOR INTERIOR c. TM30 RG VALUE ≥98 FOR INTERIOR d. CRI 70 FOR EXTERIOR 13. ALL FIXTURES, TRIMS, AND MODULES/LAMPS SHALL BE CLEANED AND FREE FROM DIRT, DUST, LABEL/ADHESIVE, AND FINGER PRINTS. 14. IN THE EVENT OF THE FAILURE OF NORMAL POWER SUPPLIES, EMERGENCY LIGHTING FIXTURES SHALL BE AUTOMATICALLY POWERED BY AN EMERGENCY POWER SYSTEM. THE FIXTURE SHALL BE EITHER: a. CIRCUITED TO AN EMERGENCY POWER SYSTEM, OR b. EMERGENCY BATTERY PACKS ARE TO BE PROVIDED. WHERE EMERGENCY BATTERY PACKS ARE PROVIDED, EMERGENCY LIGHTING FIXTURES AND BATTERY PACKS ARE TO MEET THE FOLLOWING CRITERIA: 1. FIXTURES SPECIFIED WITH INTEGRAL EMERGENCY BATTERY PACKS ARE TO BE FED WITH/PROVIDED WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. 2. APPROVED EMERGENCY BATTERY PACKS SHALL BE PROVIDED AS FOLLOWS: BODINE #BSL23 OR #BSL722 OR EQUAL IF AVAILABLE. 3. ALL LED FIXTURES EQUIPPED WITH EMERGENCY BATTERY PACKS SHALL HAVE THE BATTERY PACKS FACTORY INSTALLED AND TESTED AT THE FIXTURE MANUFACTURER’S FACILITY TO ENSURE UL LISTING OF THE FIXTURE IS MAINTAINED. FIELD INSTALLATION OF LED EMERGENCY BATTERY PACKS IS STRICTLY PROHIBITED. NOTIFY ENGINEER OF RECORD SHOULD SPECIFIED FIXTURE NOT HAVE ADEQUATE SPACE TO ACCOMMODATE THE EMERGENCY BATTERY PACK. CONTRACTOR TO MODIFY BASE BID TO INCLUDE ALL NECESSARY EQUIPMENT FOR A COMPLETE OPERATIONAL, ADEQUATELY SIZED MINIATURE INVERTER SYSTEM TO BE MOUNTED IN NEAREST ELECTRICAL ROOM IN THE EVENT THE BATTERY PACK CAN NOT BE INSTALLED IN THE FIXTURE. 4. ALL BATTERY PACKS ARE TO BE FACTORY INSTALLED IN FIXTURE ASSEMBLIES WHEN APPLICABLE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING FIXTURE MANUFACTURERS TO VERIFY SPECIFIED (OR APPROVED SUBSTITUTE) FIXTURE HAS ADEQUATE SPACE WITHIN THE FIXTURE TO MOUNT THE EMERGENCY BATTERY PACK. IF IT IS DETERMINED THE BATTERY PACK CANNOT BE MOUNTED IN THE FIXTURE, THEN CONTRACTOR SHALL INCLUDE ALL COSTS REQ FOR REMOTE MOUNTING THE EMERGENCY BATTERY PACK ABOVE NEAREST ACCESSIBLE CEILING. ENSURE DISTANCE FROM FIXTURE TO REMOTE BATTERY PACK LOCATION DOES NOT EXCEED THE MANUFACTURER’S RECOMMENDED DISTANCES. COORDINATE ALL ACCESS PANELS WITH ARCHITECT OF RECORD PRIOR TO INSTALL. 5. ALL LIGHTING FIXTURES WITH EMERGENCY BATTERY PACKS ARE TO BE PROVIDED WITH INTEGRAL TEST SWITCHES AND CHARGE LIGHTS UNLESS OTHERWISE NOTED OR REQ BY THE AUTHORITY HAVING JURISDICTION (AHJ). IN THE EVENT INTEGRAL TEST SWITCHES ARE NOT ALLOWED, NOTIFY THE ENGINEER OF RECORD PRIOR TO INSTALLATION OF REMOTE TEST SWITCHES. TEST SWITCHES TO BE INSTALLED IN FIXTURES WITH A MIN OF 18”OF ADDITIONAL WIRING TO ALLOW FOR GENERAL FIXTURE MAINTENANCE. 6. SHUNT UL 924 WILL BE PROVIDED IN CONTROL SYSTEM OR WITHIN FIXTURE TO RAISE EMERGENCY LIGHT FIXTURE TO 100% AT TIME OF EMERGENCY. 15. EMERGENCY ILLUMINATION UNITS SHALL BE ARRANGED TO PROVIDE AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MIN OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS. A MAXIMUM-TO-MIN ILLUMINATION UNIFORMITY RATIO OF 40-TO-1 SHALL NOT BE EXCEEDED. WHERE LOCAL CODES OR ORDINANCES REQUIRE MORE STRINGENT ILLUMINATION OR CONTRAST RATIOS, EMERGENCY ILLUMINATION UNITS SHALL MEET OR EXCEED LOCAL CODE OR ORDINANCE REQUIREMENTS. 16. INSTALL ALL EXIT SIGNS IN ACCORDANCE WITH THE LOCAL AHJ AND FIRE AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQ PARTS, PIECES, AND MOUNTING HARDWARE FOR EXIT SIGNS, AS WELL AS ENSURING THE EXIT SIGNS ARE MOUNTED IN AN APPROVED VISIBLE LOCATION. VERIFY ALL REQ CHEVRONS, MIRRORS, AND FACES ARE PROVIDED AS REFERENCED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. NOTIFY ARCHITECT AND ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO ORDERING OF EQUIPMENT. 17. TRACK LIGHTING FIXTURE SPECIFICATIONS ARE TO BE COORDINATED, VERIFIED, AND CONFIRMED WITH EQUIPMENT MANUFACTURER AND/OR DISTRIBUTOR PRIOR TO ORDERING AND INSTALLING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PARTS AND PIECES FOR A COMPLETE, FUNCTIONAL, AND OPERATIONAL INSTALLATION. TRACK LENGTHS ARE AS SPECIFIED ON THE FIXTURE SCHEDULE. 18. CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES PER LOCAL AND NATIONAL BUILDING, ELECTRICAL, AND SEISMIC CODES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQ MOUNTING HARDWARE AND BRACING MATERIALS FOR COMPLETE AND CODE COMPLIANT INSTALLATION. COORDINATE REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. 19. CONTRACTOR TO INCLUDE IN BASE BID A MIN OF 2-HOURS FOR A ONE TIME AIMING AND ADJUSTMENT TIME OF ALL MULTI-HEAD AND DIRECTIONAL FIXTURE ASSEMBLIES. AIMING AND ADJUSTMENT TO BE SCHEDULED FOR A NIGHT AND AFTER HOURS WITH THE ARCHITECT, ENGINEER, AND OWNER PRESENT. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AN APPROPRIATE TIME PRIOR TO ORDERING THE FINAL PUNCH WALK FOR THE PROJECT. 20. SUPPLEMENTARY OVERCURRENT PROTECTION PANEL FOR TRACK LIGHTING SYSTEMS TO BE PROMINENTLY LABELED AS FOLLOWS: NOTICE: THIS PANEL FOR TRACK LIGHTING ENERGY CODE COMPLIANCE ONLY. THE OVERCURRENT PROTECTION DEVICES IN THIS PANEL SHALL ONLY BE REPLACED WITH THE SAME OR LOWER AMPERAGE. NO OTHER OVERCURRENT PROTECTIVE DEVICE(S) SHALL BE ADDED TO THIS PANEL. ADDING TO, OR REPLACEMENT OF EXISTING OVERCURRENT PROTECTIVE DEVICE(S) WITH HIGHER CONTINUOUS AMPERE RATING, WILL VOID THE PANEL LISTING AND REQUIRE RESUBMITTAL AND RE-CERTIFICATION OF CALIFORNIA TITLE 24, PART 6 COMPLIANCE DOCUMENTATION. 21. LED DRIVERS SHALL CONFORM TO IEEE P1789 STANDARDS. ALTERNATIVELY, MANUFACTURERS MUST DEMONSTRATE CONFORMANCE WITH PRODUCT LITERATURE AND TESTING WHICH DEMONSTRATES THIS PERFORMANCE. SYSTEM THAT DO NOT MEET IEEE P1789 WILL NOT BE CONSIDERED. 22. LED DRIVERS WILL NOT HAVE VOLTAGE LEAK OR CONTAIN A FILTER WITHIN THE CONTROL MODULE TO CONTROL THE VOLTAGE LEAK AND REDUCE THE CHANCES OF FLICKERING. 23. LED DIODES SHALL BE SOURCED WITHIN 3 MACADAMS ELLIPSE ALONG THE BLACK BODY CURVE. GENERAL NOTES -LIGHTING FIXTURE/SCHEDULE LIGHTING CONTROL SYSTEM REQUIREMENTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING AND CODE COMPLIANT INSTALLATION. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. 3. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL RFI PROCESS. 4. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. 5. LIGHTING CONTROL SYSTEM MUST INTERGRATE WITH DISTRICT APPROVED AUTOMATED LOGIC ENERGY MANAGAMENT SYSTEM. 6. PROVIDE (6) "SPARE" ADDITIONAL RELAYS. 1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION & ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. IF ANY WALL MOUNTED FIXTURES ARE PLACED WITHOUT VERIFICATION FROM THE ARCHITECT, CONTRACTOR SHALL RELOCATE FIXTURE TO APPROVED LOCATION AT NO ADDITIONAL COST. 2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. 4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER QUANTITY OF FIXTURES AS REQUIRED. 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. 7. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: A. ALL BRANCH CIRCUITS SHALL BE IN EMT. B. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED AND IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM “TRAINED”MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. C. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. D. SHOP DRAWINGS SHOWING LOCATION AND PLACEMENT OF ALL CONDUITS. 8. RECESSED FIXTURES LOCATED IN A FIRE-RATED CEILING OR WALL SHALL BE PROVIDED WITH A 5-SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO ALLOW CODE AND MANUFACTURER-REQUIRED CLEARANCES BETWEEN THE FIXTURE AND THE ENCLOSURE. 9. REFER TO GENERAL POWER PLAN NOTES AND COMMUNICATIONS PATHWAYS GENERAL NOTES FOR ADDITIONAL REQUIREMENTS WHEN POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. 10. CONTRACTOR TO INCLUDE AN ALLOWANCE TO CORE AND SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 11. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS.NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS. LIGHTING GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH-IN. 2. CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION, QUANTITY, MOUNTING HEIGHT AND FIXTURE TYPE OF ALL LUMINAIRES IN FIELD PRIOR TO PURCHASE INSTALLATION. INFORM ENGINEER OF CONFLICTS. 3. CONTRACTOR IS RESPONSIBLE TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE APPROXIMATED WIRING METHOD FOR EACH TYPE. INSURE ALL J-BOXES ARE ACCESIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J-BOX ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH ONLY IN "DAISY- CHAIN" METHOD OR WITH INDICATED HOMERUNS TO EACH LUMINAIRE. J-BOXES MAYBE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCESS. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR A COMPLETE LIGHTING CONTROL SYSTEM. FINAL PLACEMENT OF DEVICES SHALL BE COORDINATED IN THE FIELD. 5. OCCUPANCY SENSORS AND PHOTOCELLS SHALL BE LOCATED TO THE MOST EFFICIENT LOCATION AVOIDING OBSTRUCTION. INSTALL PER MANUFACTURER INSTRUCTIONS. 6.CONTRACTOR TO INTERCEPT UNSWITCHES CIRCUIT FEEDING THE LUMINAIRES IN THE AREA TO CONNECT LIGHTING CONTROL DEVICES. FLOOR PLAN GENERAL NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING FIXTURE NOTES AND LCP SCHEDULES E0.20 OCH MONROE ST. POOL REPLACEMENT LIGHTING FIXTURE NOTES AND LCP SCHEDULES LIGHTING CONTROL PANEL SCHEDULE LCP Relay Number Panel Circuit Number Load Name Control Method 1 HPA 5 EXTERIOR STORAGE BLDG A (LCP) TIME CLOCK/PHOTO CELL 2 HPA 6 PARKING LOT LIGHTS (LCP) TIME CLOCK/PHOTO CELL 3 HPA 7 CANOPY POOL DECK (LCP) TIME CLOCK/PHOTO CELL 4 HPA 8 EXTERIOR LIGHTING BUILDING A & B (LCP) TIME CLOCK/PHOTO CELL 5 INV2 3 EXTERIOR BUILDING A LIGHTING (LCP) TIME CLOCK/PHOTO CELL N.T.S R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203128 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING FIXTURE SCHEDULE E0.21 OCH MONROE ST. POOL REPLACEMENT LIGHTING FIXTURE SCHEDULE ZW1 Wall Mounted Area Light "22 383" wall luminaire with wide spread light distribution, die-cast marine grade aluminum housing, anodized aluminum reflector, clear safety glass, and standard finish. 21w UNV Integral 0-10V 10% Dimmable Driver LED 2187 lm 3000K 80+ Exterior B1-U0-G1 BEGA #22383-K3-[Finish] WE-EF "PLS400" Series No Equal TBD 07/A8.31 03/E7.03 10' - 0" AFG to bottom of fixture 6.80 lbs Exterior Passageways ZS2-14 14' Surface Mounted Linear Wall Wash Same as ZS2-9 above, except 14' in length. 3w/ft UNV Integral 0-10V 1% Dimmable Driver LED 300 lm/ft 3000K 80 Exterior n/a AXIS LIGHTING #EX2S-300-80-30-[Shielding]-14-C-UNV-DP-1 Selux "M60 LED Direct Wet" No Equal RAL TBD 2.25 lbs/ft Perf Screen (Pool Deck) ZS2-12 12' Surface Mounted Linear Wall Wash Same as ZS2-9 above, except 12' in length. 3w/ft UNV Integral 0-10V 1% Dimmable Driver LED 300 lm/ft 3000K 80 Exterior n/a AXIS LIGHTING #EX2S-300-80-30-[Shielding]-12-C-UNV-DP-1 Selux "M60 LED Direct Wet" No Equal RAL TBD 2.25 lbs/ft Perf Screen (Pool Deck) ZS2-9 9' Surface Mounted Linear Wall Wash "Extend 2" surface mounted exterior linear with we shielding to be determined, 9' length, custom finish to be determined, universal voltage, 1-circuit, and both wet location listing and IK10 rating. 3w/ft UNV Integral 0-10V 1% Dimmable Driver LED 300 lm/ft 3000K 80 Exterior n/a AXIS LIGHTING #EX2S-300-80-30-[Shielding]-9-C-UNV-DP-1 Selux "M60 LED Direct Wet" No Equal RAL TBD 2.25 lbs/ft Perf Screen (Pool Deck) ZS1 Surface (Column) Mounted Adjustable Cylinder "ArtiStar" with remote driver housing, 60° wide flood optics, RAL finish to be determined, soft focus lens, 90° cap style, 3" base height with standard anchor base; plus surface mount remote driver housing (use two-driver housing for "pairs" of fixtures, one-driver housing for "single" fixtures). Coordinate with canopy contractor to provide hand holes where required, to facilitate installation. 10w UNV Remote 0-10V 1% Dimmable Driver LED 1230 lm 3000K 80 Exterior n/a B-K LIGHTING #AR-LED-RM-x53-WFL-RAL TBD-12-B-3" + #PM2RM/#PM2DRM-SM-010-RAL TBD-MT Targetti "Bulletto Mini" (Provide similar mounting plate/base to attach to column.) No Equal RAL TBD Pool Canopies ZN1-W 25' Pole Mounted Parking Light (Wide Throw - Type 1) Same as ZN1 above, except with Rectangular Wide Type I distribution. 113w UNV Integral 0-10V 10% Dimmable Driver LED 14,793 3000K 80 Exterior B4-U0-G2 MCGRAW-EDISON HEAD: #GLEON-SA2-C-830-U-RW-[Finish]-MS-L40W-DIM-L40 POLE: #SSA-5-M-22.5-W-[Finish]-N-1 BEACON "Viper Area" GARDCO "PureForm" TBD 07/E7.05 n/a Parking Area ZN1-L 25' Pole Mounted Parking Light (Linear Throw - Type II) Same as ZN1 above, except with Type II w/Spill Control distribution. 113w UNV Integral 0-10V 10% Dimmable Driver LED 14,178 lm 3000K 80 Exterior B2-U0-G3 MCGRAW-EDISON HEAD: #GLEON-SA2-C-830-U-SL2-[Finish]-MS-L40W-DIM-L40 POLE: #SSA-5-M-22.5-W-[Finish]-N-1 BEACON "Viper Area" GARDCO "PureForm" TBD 07/E7.05 n/a Parking Area ZN1 25' Pole Mounted Parking Light (Type IV Forward Throw) One "Gleon Galleon" head with 2-square light engine configuration, 1000mA drive current, universal voltage, Type IV Forward Throw distribution, standard mounting arm for round or square pole, standard finish to be determined, and motion sensor for dimming operation (21'-40' mounting height); plus 22'-6" square straight aluminum pole with 5" shaft size, 0.188" wall thickness, aluminum base type, standard finish to be determined, Type N drilling, and single mounting arm location. Mount to 2'-6" raised pole base, for an overall height of 25'-0". 113w UNV Integral 0-10V 10% Dimmable Driver LED 14,559 lm 3000K 80 Exterior B2-U0-G3 MCGRAW-EDISON HEAD: #GLEON-SA2-C-830-U-T4FT-[Finish]-MS-L40W-DIM-L40 POLE: #SSA-5-M-22.5-W-[Finish]-N-1 BEACON "Viper Area" GARDCO "PureForm" TBD 07/E7.05 n/a Parking Area ZC1 Concealed Linear Wallwash Tapelight "KALYPSO IP67" compact linear grazer with static white light and 30° optic; plus adjustable surface mounting brackets (60° tilt). "Top mount" fixtures as far back from target surface as possible, and aim toward block wall to backlight perf metal design; coordinate with perf metal panel contractor. 3 w/ft UNV Remote 0-10V 1% Dimmable Driver LED 240 lm/ft 3000K 85 Exterior n/a LED LINEAR #KALYPSO-HYDRA-HD10-W8-30-[Lengths Per Plans]-30-IP67 + #13000265 No Equal No Equal TBD Perf Screen (Main Entry) Type Name Description Apparent Load Voltage Driver Source Lumens CCT CRI Condition BUG Rating Manufacturer Model Number Equal 1 Equal 2 Finish Mounting Details/ Mounting Height Weight Location Electrical Source Manufacturer EXTERIOR LIGHTING FIXTURE SCHEDULE XW1 Wall Mounted Exit Sign "LRP" series edge lit exit sign, wall mounted, single face 5 VA UNV N/A LED N/A G N/A Interior LITHONIA #LRP-[HOUSING COLOR]-1-GMR-[DIRECTIONAL Indicators]-120/277 EVENLITE "Sovereign II|" SURE-LITES "ES" Series TBD Pool Pump Room XR1 Recessed Exit Sign Same as XW1 above, except recessed mounted and double faced. 11 VA UNV N/A LED N/A G N/A Interior LITHONIA #LRP-[HOUSING COLOR]-2-GMR-[DIRECTIONAL Indicators]-120/277 EVENLITE "Sovereign II|" SURE-LITES "ES" Series TBD Corridors W2-EM 4' Wall Mounted BOH Strip (Emergency) Same as W2 above, except with emergency battery pack. 24 VA UNV Integral 0-10V 10% Dimmable Driver LED 4190 lm 3500K 80 Interior LITHONIA #CLX-L48-4000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-E10WLCP-WH COLUMBIA "LCL" METALUX "SNLED" White Backwash, MPR Rooftop Access W2 4' Wall Mounted BOH Strip "CLX" series lensed striplight with 4' length. 24 VA UNV Integral 0-10V 10% Dimmable Driver LED 4190 lm 3500K 80 Interior LITHONIA #CLX-L48-4000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH COLUMBIA "LCL" METALUX "SNLED" White Backwash, MPR Rooftop Access W1 2' Wall Mounted Linear Mirror Light "Beam 2" series wall mounted direct LED with 500 lm/ft, 0.25" dropped Glo lens, 2' length to match vanity mirror, standard finish to be determined, universal votlage and 1 circuit. 5 w/ft UNV Integral 0-10V 1% Dimmable Driver LED 500 lm/ft 3500K 80 Interior AXIS #TB2WDLED-500-80-35-0.25G-2-[FINISH]-UNV-DP-1 SELUX "M60" FOCAL POINT "Seem 2 Wall Mount" TBD Restrooms (Mirrors) S2-2 2' Surface Mounted BOH Strip "CLX" series lensed striplight with 2' length, low output. 11 VA UNV Integral 0-10V 10% Dimmable Driver LED 1540 lm 3500K 80 Interior LITHONIA #CLX-L24-1500LM-SEF-FDL-MVOLT-GZ1-35K-80CRI COLUMBIA "LCL" METALUX "SNLED" TBD Storage S1-3 3' Surface Mounted Industrial Strip - Hazardous Location Same as S1 above, except 3' in length. 30 VA UNV Integral 0-10V 10% Dimmable Driver LED 2715 lm 3500K 80+ Interior PARAMOUNT #PMHC3-3-SF-UNV-35K-CRI83-36L-PZ-[LENS]-LD KURTZON "WL-A-LED" KENALL "HES5" White Tank Storage S1 4' Surface Mounted Industrial Strip - Hazardous Location "C3" series hazardous location lensed striplight with 4' length, surface mounting, universal voltage, standard (white) painted zinc steel finish, and .125 white polycarbonate lens. 40 VA UNV Integral 0-10V 10% Dimmable Driver LED 3620 lm 3500K 80+ Interior PARAMOUNT #PMHC3-4-SF-UNV-35K-CRI83-36L-PZ-[LENS]-LD KURTZON "WL-A-LED" KENALL "HES5" White Chemical Storage R5 4" Recessed Shower Downlight (Square, Dead Front) "Evo" series 4" recessed square shower downlight with non-conductive dead front trim, clear reflector and flange color 9 VA UNV Integral 0-10V 1% Dimmable Driver LED 1001 lm 3500K 80+ Interior (WET) GOTHAM #EVO4SQSH-35/10-[LENS SETTING]-[LENS]-MVOLT-[DRIVER]-[CONTROL INTERFACE] PORTFOLIO "LDSQ4C" + "PSSQMW1" White Showers R4-HEM 4" Recessed Square Downlight (High Output, Emergency) Same as R4-H above, except with emergency battery pack. 14 VA UNV Integral 0-10V 1% Dimmable Driver LED 1527 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/15-AR-[FINISH]-MVOLT-GZ1-EL LUCIFER "Fraxion 4" PORTFOLIO "LDSQ4C" White Corridors R4-H 4" Recessed Square Downlight (High Output) "Evo" series 4" high output recessed square downlight 14 VA UNV Integral 0-10V 1% Dimmable Driver LED 1527 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/15-AR-[FINISH]-MVOLT-GZ1 LUCIFER "Fraxion 4" PORTFOLIO "LDSQ4C" White Corridors R4-EM 4" Recessed Square Downlight (Emergency) Same as R4 above, except with emergency battery pack. 9 VA UNV Integral 0-10V 1% Dimmable Driver LED 1001 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/10-AR-[FINISH]-MVOLT-GZ1-EL LUCIFER "Fraxion 4" PORTFOLIO "LDSQ4C" White Corridors R4 4" Recessed Square Downlight "Evo" series 4" recessed square downlight with clear reflector and flange color 9 VA UNV Integral 0-10V 1% Dimmable Driver LED 1001 lm 3500K 80+ Interior GOTHAM #EVO4SQ-35/10-AR-[FINISH]-MVOLT-GZ1 LUCIFER "Fraxion 4" PORTFOLIO "LDSQ4C" White Restrooms R3 Recessed Perimeter Slot "Beam 4 Perimeter" series, linear recessed periemter LED, universal voltage, lengths per plans 5 VA/FT UNV Integral 0-10V 1% Dimmable Driver LED 600 lm/ft 3500K 80 Interior AXIS #BBPRLEDPAT-600-80-B35-[SHIELDING]-[SHIELDING POSITION]-[LENGTH PER PLAN]-W-UNV-DPB(STC)-[CIRUITS]-DS-[END CAP] SELUX "M100 LED Perimeter Mount w/On-Site Adjustability" FOCAL POINT "Seem 4 Perimeter" White Lobby, Restrooms R2-8 8' Recessed Linear "Beam 3 Recessed" with flush shielding, 8' length. 42 VA UNV Integral 0-10V 1% Dimmable Driver LED 660 lm/ft 3500K 80 Interior AXIS #BMRLED-660-80-B35-FL-8-[FINISH]-UNV-DPB(STC)-[CIRCUITS]-[MOUNTING] SELUX "M100" FOCAL POINT "Seem 4" Staff Lounge R2-6 6' Recessed Linear "Beam 3 Recessed" with flush shielding, 6' length. 32 VA UNV Integral 0-10V 1% Dimmable Driver LED 660 lm/ft 3500K 80 Interior AXIS #BMRLED-660-80-B35-FL-6-[FINISH]-UNV-DPB(STC)-[CIRCUITS]-[MOUNTING] SELUX "M100" FOCAL POINT "Seem 4" Lobby, MPR R1 2x2 Recessed Direct/Indirect "Whisper LED" with 2x2 size and soft white acrylic shielding. 28 VA UNV Integral 0-10V 1% Dimmable Driver LED 3468 lm 3500K 80 Interior MARK LIGHTING #WHSPR-2x2-80CRI-35K-3500LM-MIN1-MVOLT-SWC FINELITE "HPR" FOCAL POINT "Equation 2" White Office, Admin P3 8' Pendant Mounted Linear "Beam 3 Pendant" series, 8' linear pendant mounted LED, universal voltage, plus 36" hanger chain pair. 42 VA UNV Integral 0-10V 1% Dimmable Driver LED 660 lm/ft 3500K 80 Interior AXIS #TB3DLED-660-80-B35-[SHIELIDING]-8-W-UNV-DPB(STC)-[CIRCUITS]-[MOUNTI NG] SELUX "M100" FOCAL POINT "Seem 4" White First Aid P1-HEM 4' Pendant Mounted BOH Strip (High Output Emergency) "CLX" series lensed striplight with 4' length, high output, 36" hanger chain pair, with emergency battery pack. 30 VA UNV Integral 0-10V 10% Dimmable Driver LED 5142 lm 3500K 80 Interior LITHONIA #CLX-L48-5000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 +E10WLCP COLUMBIA "LCL" METALUX "SNLED" White Pool Pump Room, Electrical P1-L 4' Pendant Mounted BOH Strip (Low Output) Same as P1-H above, except with lower output. 24 VA UNV Integral 0-10V 10% Dimmable Driver LED 4190 lm 3500K 80 Interior LITHONIA #CLX-L48-4000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 COLUMBIA "LCL" METALUX "SNLED" White Storage P1-H3 3' Pendant Mounted BOH Strip (High Output) Same as P1-H above, except 3' in length. 25 VA UNV Integral 0-10V 10% Dimmable Driver LED 4248 lm 3500K 80 Interior LITHONIA #CLX-L48-3750LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 COLUMBIA "LCL" METALUX "SNLED" White Pool Pump Room, Electrical P1-H 4' Pendant Mounted BOH Strip (High Output) "CLX" series lensed striplight with 4' length, high output; plus 36" hanger chain pair. 30 VA UNV Integral 0-10V 10% Dimmable Driver LED 5142 lm 3500K 80 Interior LITHONIA #CLX-L48-5000LM-HEF-FDL-MVOLT-GZ1-35K-80CRI-WH + #HC36 M12 COLUMBIA "LCL" METALUX "SNLED" White Pool Pump Room, Electrical C2 Concealed Linear Wallwash Tapelight "KALYPSO White High Efficiency HD IP67" compact linear grazer. 4.6 VA/FT UNV Remote 0-10V 1% Dimmable Driver LED 500 lm/ft 3500K 80 Interior (WET) LED LINEAR #KALYPSO-HYDRA-HD15-W8-35-[LENGTH PER PLAN]-30-IP67 No Equal No Equal White Men's Shower, Women's Shower C1 Concealed Undercabinet Tapelight "UNI-WL-I + CH-409" series, extruded aluminum channel with anodized matte finish, lengths per plans; plus "Uniform Static White (Indoor)" light tape. 3.4 VA/FT UNV Remote 0-10V 1% Dimmable Driver LED 485 lm/ft 3500K 90+ Interior KELVIX #UNI-WL- I - 500-35K-24V-NA-[LENGTH PER PLAN] + #CH-409-[LENGTH PER PLAN]-WH-CP-EC TIVOLI "TivoTape Indoor - High Output" + "Mosher" Channel CALI "LLED8200" Series TBD MPR, Staff Lounge, First Aid Type Name Description Apparent Load Voltage Driver Source Lumens CCT CRI Condition Manufacturer Model Number Equal 1 Equal 2 Finish Location Electrical Source Manufacturer INTERIOR LIGHTING FIXTURE SCHEDULE N.T.S R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203129 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 GAYLE WAY MO N R O E S T R E E T NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMPA C T COMP A C T COMPA C T COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T MO N R O E S T R E E T (E) BLDG BLDG LIMIT OF WORK LIMIT O F W O R K LI M I T O F W O R K PROPERTY LINE PR O P E R T Y L I N E NEW J WP J WP 600 - 4 T MAIN"PMB" 600A-277/480V,3PH PULL BOX 24"x36" UTILITY TRANSFORMER 01 E2.02 01 E2.01 DUAL STATION SINGLE STATION FUTURE STATION FUTURE STATION GFIWP GFI WP MUSC-1MUSC-2MUSC-3 MUSC-4 MUSC-1 EMUSC-1P1 P2 P3 P4 MUSC-2 MUSC-3 EMUSC-2EMUSC-3 EMUSC-2 MUSC-2 11"x17" HH 11"x17" HH HH11"x17"11"x17" HH EMUSC-1EMUSC-2 EMUSC-3EMUSC-4 2 2 LPA-14 1414 %VD=1.1 #10 J IRRIGATION CONTROL WPLPA-20 #10 3 J WP J WP J WP J WP FUTURE STATION FUTURE STATION FUTURE STATION FUTURE STATION DUAL STATION DUAL STATION DUAL STATION SINGLE STATION SINGLE STATION DUAL STATION (4) 2"C.O (3) 2"C.O (2) 2"C.O (1) 2"C.O (1) 2"C.O (2) 2"C.O (6) 2"C.O (2) 2"C.2#1+1#6 EG. 4 (6) 2"C.O (1) 2"C.2#1+1#6 EG. PANEL "EVP-1 & 2 (2) 2"C.2#1+1#6 EG. (6) 2"C.O 2 2 2 2 2 2 5 04ELECTRICAL SITE PLAN 1" = 20'-0" N ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" DATERCEEXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: APPROVED: PLANNING DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/30/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. E1.10 ELECTRICAL SITE PLAN KEYNOTES GENERAL NOTES 1 2 NOT USED. REFER TO MUSCO LIGHTING FEEDER SCHEDULE AND MUSCO LIGHTING FEEDER SCHEDULE/EGRESS LIGHTING TABLES ON THIS SHEET FOR FEEDER SIZING. (2)- 2" SPARE CONDUIT ONLY BETWEEN THE ELECTRICAL ROOMS IN BUILDING A & B. STUB-UP 6" A.F.F AND CAP. PROVIDE PULL STRINGS. CHARGE-POINT CP6000 LEVEL 2 CHARGERS RATED AT 80A/2P 208V. DUAL CHARGE STATION WITH SHARE 80A/2P BREAKER. REFER TO FEEDER SCHEDULE SHEET E5.01 MUSC-1 FEEDER CONDUIT/CONDUCTOR 1"C.3#12+1#12 EG. APPROX. LENGHT V.D %CKT POLE CONTACTOR ID 0.32 SLP-1,3,5 P1 C1 MUSC-2 MUSC-3 MUSCO LIGHTING FEEDER SCHEDULE EMUSC-1 FEEDER CONDUIT/CONDUCTOR APPROX. LENGHT V.D %CKT POLE EMUSC-2 MUSCO LIGHTING FEEDER SCHEDULE/EGRESS LIGHTING 1"C.3#12+1#12 EG 0.63 SLP-8,10,12 P2 C2 SLP-2,4,6 P3 C3 156'INV2-1 ALIC 305'INV2-2 ALIC 194' CONTACTOR PANEL EMUSC-3 MUSC-4 SLP-7,9,11 P4 C4 50'EMUSC-4 ALIC ALIC 1"C.3#12+1#12 EG 1"C.3#12+1#12 EG P1 P2 P3 P4 1"C.2#12+1#12 EG. 1"C.2#12+1#12 EG 1"C.2#12+1#12 EG 1"C.2#12+1#12 EG 156' 305' 194' 50' 0.40 0.24 0.32 0.63 0.40 0.24 INV2-3 INV2-4 1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR ROUGH -IN. 2.ALL ROUTING ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING PRIOR TO INSTALLATION. 3.CONTRACTOR TO REFER TO TECHNOLOGY DRAWINGS. 3 4 5 OCH 1902710 R E E22215R * S T A TE EGISTE OF CAL I F N I O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203130 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 GAYLE WAY MO N R O E S T R E E T NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G EV C H A R G I N G ON L Y E V C H A R G I N G O N L Y COMP A C T COMPA C T COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMPA C T COMP A C T ZN1 ZN1 ZN1 ZN1 ZN1-W ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZN1-L ZN1-L ZN1-L ZN1-L 11"x17" HHHPA-6 VIA LCP-R2 6-R2 6-R2 6-R2 6-R2 6-R2 6-R2 6-R2 6-R2 6-R2 #101 HPA-7 VIA LCP-R37-R37-R37-R37-R37-R37-R3 7-R3 7-R3 7-R3 7-R3 #10 1 2 2 7-R3 7-R3 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 N 04LIGHTING SITE PLAN 1" = 20'-0" E1.11 LIGHTING SITE PLAN 1" = 20'-0" KEYNOTES GENERAL NOTES 1 CONTRACTOR TO PROVIDE SAME SIZE OF CONDUCTOR ALONG ENTIRE BRANCH CIRCUIT AS SHOWN ON HOMERUN. CONCEAL CONDUITS AS MUCH AS POSSIBLE WITH STRUCTURAL BEAM POCKETS. EXPOSED CONDUITS TO BE PAINTED TO MATCH ADJACENT SURFACE. COORDINATE WITH ARCHITECT BEFORE ROUGH-IN. 1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR ROUGH -IN. 2.ALL ROUTING ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING PRIOR TO INSTALLATION. 2 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203131 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 01 01 PA PA GP N S -7 2 8 .9 3 98 8 4R EVIT C O N TR O LP O IN TE W -2 2 77 . 73 1 51 7E le v -0 '- 0" 12" 12" 12" ABCD R T GP GP GP 6 7 1 2 3 4 ABCD EF E-1802 E-1803 E-1804 6 7 F E-1801 E-1802 E-1803 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL DEMOLITION FLOOR PLAN - BLDG A & B E2.01 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL DEMOLITION FLOOR PLAN - BLDG A & B KEYNOTES ITEM DESCRIPTION E-1801 DISCONNECT AND REMOVE ALL EXISTING DISTRIBUTION BOARD, DISTRIBUTION PANELS, ELECTRICAL CONTROL PANELS INSIDE ELECTRICAL ROOM OR/AND ANY OTHER LOCATION WITHIN THE BUILDING INCLUDING CONDUITS AND CONDUCTORS. E-1802 DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL DEVICES, POWER OUTLETS, DISCONNECT SWITCHES, JUNCTION AND PULL BOXES, ELECTRICAL PANELS, INCLUDING ALL CONDUITS AND CONDUCTORS. E-1803 DISCONNECT AND REMOVE ALL EXISTING LIGHTING SWITCHES, LIGHTING FIXTURES, EXIT SIGNS, LIGHTING CONTROLS, INCLUDING ALL CONDUITS AND CONDUCTORS. E-1804 REMOVE EXISTING LIGHTING CIRCUIT AND ALL ASSOCIATED ELECTRICAL DEVICES FROM REMOVED OUTDOOR POLE LIGHT FIXTURES. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 1/8" = 1'-0"POWER DEMO FLOOR PLAN -BLDG A 041/8" = 1'-0"POWER DEMO FLOOR PLAN -BLDG B 10 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203132 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 PA PA GP N S -7 2 8 .9 3 98 8 4R EVIT C O N TR O LP O IN TE W -2 2 77 . 73 1 51 7E le v -0 '- 0" 12" 12" 12" ABCD R T C C C WP W P WP W P WP WP J J J J J BCD F J J 1 2 3 4 ABCD EF MULTI PURPOSE ROOM 14 MEN'S RESTROOM 04 STAFF LOUNGE 03 STAFF RR 03A STAFF SHOWER 03B LOBBY 01 ADMIN 07 OFFICE 07A WOMEN'S RESTROOM 09 FIRST AID 16 EQUIPMENT STORAGE 17 E4.01 04 WOMEN'S SHOWER 11 WOMEN'S SHOWER 11 STORAGE 09A CORRIDOR 08 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 TELEPHONE 15 CORRIDOR 02 STORAGE 04A +60" TV +42" +42" +42" +42" +42" +42" +60" TV +42" +42" +42" +72"+24" CMIDF LPA - 1,3 1 1 3 3 3 LPA - 2 2 2 2 2 LPA - 5,7 75 5 5 5 LPA - 4 LPA - 6 6 6 6 6 LPA - 8 8 8 8 8 8 4 4 4 4 2 LPA - 9 9 9 9 LPA - 10,12 12 12 10 10 LPA - 11 TYP. E-1401 TYP. E-1401 TYP. E-1401 LPA - 15 151515 15 15 15 LPA - 16,18 16 18 1111 11 11 LPA - 17,19 17 17 CR CR IPH CR IPH GD? E-1403 E-1403 E-1403 2 LPA - 22 LPA - 24 2224 6 E-1405 LPA - 23 23 FACPLPA - 26 TYP. E-1407 c E-1408 E-1408 E-1408 c c E-1408 TYP. E-1407 5 6 7 EF FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E STORAGE 19 ELECTRICAL 21 POOL PUMP ROOM 22 SP E4.01 05 +42"+42"+42" +42"+42" PUMP CONTROLLER DATA/NETWORK CONNECTION LPM1 - 8 88 8 8 8 8 CR 8 DMB - 6 E-1402 E-1403 E-1404 LPM1 - 10 10 10 10 CONNECT TO ETP. REFER TO SHEET E2.03 FOR CONTINUATION. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL FIRST FLOOR PLAN - BLDG A & B E2.02 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL FIRST FLOOR PLAN - BLDG A & B KEYNOTES ITEM DESCRIPTION E-1401 PROVIDE AND INSTALL LEGRAND ADORNE DUPLEX/USB A/C TYPE COMBO, 20A WALL RECEPTACLE . E-1402 REFER TO SINGLE LINE DIAGRAM FOR FEEDER SIZE. E-1403 PROVIDE (2) 1"C.O TO ACCESS CONTROL PANEL. REFER TO T0.02 E-1404 1"C.O STUBBED UP AT CEILING SPACE. REFER TO T1.00. E-1405 VIDEO INTERCOM. CONTRACTOR TO COORDINATE WITH TECHNOLOGY CONTRACTOR CONDUIT REQUIREMENTS BETWEEN IPH AND VM. REFER TO SHEET T1.00 E-1407 CONTROLLED OUTLET. PROVIDE AND INSTALL NLIGHT RELAY/POWER PACK TO INTERFACE WITH LIGHTING CONTROL AND POWER RECEPTACLE. REFER TO SHEET E6.02 FOR WIRING DIAGRAM. E-1408 TO OCCUPANCY SENSOR. 1/8" = 1'-0"1 -FLOOR -POWER BLDG 1 041/8" = 1'-0"1 -FLOOR -POWER BLDG 2 10 GENERAL NOTES 1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH-IN. 2.ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. 3.CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES. 4.REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RELAY, ETC. INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PRPOVIDE ALL NECESSARY CIRCUITS, DEVICES, AND CONNECTIONS AS REQUIRED. 5.CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE INSTALLED AND PROVIDE FUSED DISCONNET SWITCHES WHEN SUCH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUN FUSE FOR EQUIPMENT PROTECTION. 6.IN CORROSIVE ENVIROMENT WIRING METHODS MUST COMPLY WITH NEC 680.14 (A)(B) 7.ALL CONDUITS IN THE PUMP ROOM AND CHEMICAL ROOMS SHALL BE PVC COATED RGS R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203133 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 M M M M M M M M M J M M M J M J J 1 2 3 4 ABCD EF TELEPHONE 15 CORRIDOR 08 WOMEN'S RESTROOM 09 MULTI PURPOSE ROOM 14 ADMIN 07 EQUIPMENT STORAGE 17 FIRST AID 16 OFFICE 07A STAFF SHOWER 03B STAFF RR 03A CORRIDOR 02 MEN'S RESTROOM 04 LOBBY 01 STAFF LOUNGE 03 MEN'S CHANGING/ LOCKERS 05 MEN'S SHOWER 06 CORRIDOR 02 STORAGE 04A CORRIDOR 08 WOMEN'S SHOWER 11 WOMEN'S SHOWER 11 STORAGE 09A ELEC. 14A FC A 1-3 FC A 1-2 FC A 1-1 FC A 2-4 FC A 2-5 FC A 2-2 FC A 2-3 GWH-1 CP-1 LPM - 1 E-1602 E-1602 E-1602 E-1602 E-1602 E-1602 E-1602 E-1602 FC A 2-1 TYP. E-1603 LPM - 10,12 LPM - 11,13 EF-3A EF-3B LPM - 14 E-1604 5 6 7 EF POOL PUMP ROOM 22 ELECTRICAL 21 CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20A LPM1 - 1 1 1 LPM1 - 2 GWH-2 10 REFER TO SHEET E2.03 FOR CONTINUATION. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B E2.03 OCH MONROE ST. POOL REPLACEMENT MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B KEYNOTES ITEM DESCRIPTION E-1602 PROVIDE 3/4" C.O. WITH PULL STRINGS TO THERMOSTAT FOR CONTROL WIRING CONNECTION. COORDINATE WITH MECHANICAL CONTROL CONTRACTOR FOR EXACT CONTROL LOCATION. E-1603 MOTOR TOGGLE SWITCH 208V/2P. E-1604 COORDINATE EF CONTROL WITH MECHANICAL CONTROL CONTRACTOR. 1/8" = 1'-0"1 -FLOOR -MECHANICAL/ POWER BLDG 1 041/8" = 1'-0"1 -FLOOR -MECHANICAL/POWER BLDG 2 10 GENERAL NOTES 1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH-IN. 2.ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. 3.CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES. 4.REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RELAY, ETC. INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PRPOVIDE ALL NECESSARY CIRCUITS, DEVICES, AND CONNECTIONS AS REQUIRED. 5.CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE INSTALLED AND PROVIDE FUSED DISCONNET SWITCHES WHEN SUCH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUN FUSE FOR EQUIPMENT PROTECTION. 6.IN CORROSIVE ENVIROMENT WIRING METHODS MUST COMPLY WITH CEC 680.14 (A)(B) R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203134 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 WP WP WP M M M M M M M WP WP F F M M M M M M M M M WP WP M M J M 5 6 7 EF EF-9 EF-8 EF-7 LPM1 - 3 3 3 CONDUITS RUNS CONCELAED IN CEILING SPACE (TYP.) 3 EF-12 EF-11 66 LPM1 - 4 4 4 LPM1 - 5,7 TYP. E-1502 LPM1 - 6 11 E-1505 EF-10 11 EF-13 LPM1 - 11 1 2 3 4 ABCD EF SF-3 SF-4 SF-2 SF-1 EF-1A EF-2 EF-4 EF-5A EF-6 LPM - 2 LPM - 3 LPM - 4 CONDUITS RUNS CONCELAED IN CEILING SPACE (TYP.) LPM - 5 CONDUITS RUNS CONCEALED IN CEILING SPACE (TYP.) LPA - 21 21 21 21 214 4 4 5 5 3 2 2 2 TYP. E-1502 60AS 40AF 2P 60AS 40AF 2P #8 #8 LPM - 7,9 LPM - 6,8 E-1505 HP A 1-1 HP A 2-1 EF-5B EF-1B 5 2 EF PV SYSTEM DC/AC INVERTER FUTURE PV MODULES SPACE E-1501 E-1504 STRING 1 OF 1 TO INVETER STUBBED- DOWN IN ELECTRICAL ROOM (1 ) 1 " C . 3 # 1 0 + 1 # 1 0 E G . E-1505 E-1506 1"C.O STUBBED- DOWN IN STORAGE ROOM ABOVE MDF RACK ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 MECHANICAL/POWER ROOF PLAN - BLDG A & B E2.04 OCH MONROE ST. POOL REPLACEMENT MECHANICAL/POWER ROOF PLAN - BLDG A & B KEYNOTES ITEM DESCRIPTION E-1501 5 KW SOLAR SYSTEM USING 44.6"X69.4", 108 CELL PANELS. REFER TO DETAIL E7.04 FOR MANUFACTURER CUT SHEET. E-1502 COORDINATE WITH MECHANICAL CONTROL CONTRACTOR FOR EF UNITS CONTROL. E-1504 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN. E-1505 CONDUIT RUNS IN CEILING SPACE. REFER TO GENERAL NOTE #7. E-1506 NEMA 3R JUNCTION BOX OR 4X STAINLESS STEEL. 1/8" = 1'-0"R -ROOF -POWER BLDG 2 10 1/8" = 1'-0"R -ROOF -POWER BLDG 1 041/8" = 1'-0"MECHANICAL ROOF PLAN BLDG B 17 GENERAL NOTES 1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ROUGH-IN. 2.ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS ARE DIAGRAMATIC. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF FINAL ROUTING AND COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. 3.CONTRACTOR TO VERIFY POWER REQUIREMENTS BEFORE ORDERING ELECTRICAL DEVICES. 4.REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CONNECTION TO CONTROL PANELS, SWITCHES, VALVES, STATS, RELAY, ETC. INDICATED ON MECHANICAL CONTROL DIAGRAMS. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH ACTUAL EQUIPMENT TO BE INSTALLED PRIOR TO ANY WORK AND PRPOVIDE ALL NECESSARY CIRCUITS, DEVICES, AND CONNECTIONS AS REQUIRED. 5.CONTRACTOR SHALL VERIFY ACTUAL MECHANICAL EQUIPMENT TO BE INSTALLED AND PROVIDE FUSED DISCONNET SWITCHES WHEN SUCH EQUIPMENT U.L. LISTING AND/OR LABELING INDICATED MAXIMUN FUSE FOR EQUIPMENT PROTECTION. 6.IN CORROSIVE ENVIROMENT WIRING METHODS MUST COMPLY WITH CEC 680.14 (A)(B) 7.RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN ALL EXTERIOR INSTALLATION (EMT NOT PERMITTED). 8.PER CITY POLICY, WIRING IS NOT PERMITTED ON THE ROOF OF A BUILDING AND WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL. R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203135 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 LED LEDLEDLEDLEDLEDLEDLED LE D LE D LE D LE D LE D LE D LE D LED LEDLEDLEDLED LE D LE D LE D LE D LE D OS OS OS OS OS OS OS OS OS OS OS OS K OS D D D D K MZ-3 MZ-3 SZ-1BSZ-1B SZ - 1 B SZ-1B SZ-1B MZ - 3 D J J J D D J LEDLED LED LEDLEDLED LED LEDLEDLEDLED LEDLEDLEDLED LEDLEDLEDLE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLED LED LEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LED LEDLED LED LEDLEDLEDLED LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D LE D EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM D DD OS OS OS OS J J J D D D D D D D EM EM EM EM EM EM EM EM EM EM EM EM 1 2 3 4 ABCD EF MULTI PURPOSE ROOM 14 MEN'S SHOWER 06 MEN'S RESTROOM 04 MEN'S CHANGING/ LOCKERS 05 STORAGE 04A CORRIDOR 02 STAFF RR 03A STAFF LOUNGE 03 STAFF SHOWER 03B LOBBY 01 ADMIN 07 OFFICE 07A CORRIDOR 08 WOMEN'S SHOWER 11 STORAGE 09A WOMEN'S RESTROOM 09 WOMEN'S SHOWER 11 EQUIPMENT STORAGE 17 FIRST AID 16 EXTERIOR STORAGE 18 R2-6 R3 R3 R4-H R1 R3 R2-6 R4-H R3 R1 (TYP) (TYP) (TYP) (TYP) R4 (TYP) C1 S2-2 C1 R2-8 (TYP) (TYP) (TYP) R4(TYP) W1 (TYP) P1-L S2-2 C1 R5 R4 R3 W1 R4 (TYP) (TYP) R4(TYP) (TYP) C2 ZW1 (TYP) ab (TYP)ZW1 P2 ab 1a 1b 3a 3b 3 3 3 ab 1a 4b W1 R4 HPA - 1 1a 1a 1 1 1 1 1 1 1 1 1 HPA - 2 2 2 2 222 HPA - 3 3a 3 3 3 3 3 3 3 3 HPA - 4 4 4 4 4 4 4 4 4 44 4 4 4 +8'-0"+8'-0" E-1301 1 2 14 2 1 11 1 1 1 LOBBY SWITCH CORRIDOR SWITCH HPA - 5 VIA LCP-R1 5/R1 5/R1 E-1303 E-1304 E-1303 E-1306 E-1306 E-1303 E-1306 E-1303E-1306 W2 INV2 - 2 2 E-1307 XR1 XR1 XR1 ZS2-12 ZC1 (TYP) HH 11"x17" HPA - 8 VIA LCP-R4 INV2 - 3 VIA LCP-R5 8-R4 8-R4 8-R4 8-R4 8-R4 8-R4 8-R4 INV2 - 44 4 ZS2-9 ZS2-14 8-R4 E-1310 E-1310 E-1312 ZS2-14 ZS2-14 1 (TYP) 111 1 1 1 INV2 - 1 1 45 6 7 EF CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B POOL PUMP ROOM 22 FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C CORRIDOR/ LOCKERS 20 ELECTRICAL 21 STORAGE 19 FAMILY RESTROOM/ SHOWER 20E FAMILY RESTROOM/ SHOWER 20D S1 W2 P1-H P1-L (TYP) R5 R4-EM W1 R4-HEM(TYP) (TYP) (TYP) (TYP) (TYP) (TYP) ZW1(TYP) P1-H P1-HEM(TYP) R4-H INV1 - 5 5 5 SLP - 14 E-1302 E-1302 1414 14 14 14 14 14 14 14 14 14 14 14 14 14 1414 E-1305 E-1305 E-1303 E-1304 E-1306 SLP - 13 E-1303 E-1306 E-1302 E-1302 E-1302 E-1302 P P E-1307 XW1 8-R4 REFER TO4/E3.01 FOR CONTINUATION 14 E-1308 8-R4 ZW1 S1S1-3 14 P1-H3 E-1309 E-1309 E-1309 TANK STORAGE 23 8-R4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING PLANS E3.01 OCH MONROE ST. POOL REPLACEMENT LIGHTING PLANS 1/8" = 1'-0"1 -FLOOR -LIGHTING BLDG 1 041/8" = 1'-0"1 -FLOOR -LIGHTING BLDG 2 10 KEYNOTES ITEM DESCRIPTION E-1301 PROVIDE WALL SWITCH WATERPROOF COVER BOX. E-1302 PROVIDE UNSWITCHED CIRCUIT TO FEED EMERGENCY BATTERY PACK. E-1303 CONTRACTOR TO PROVIDE NLIGHT POWER RELAY PACK (NPP16D) AS REQUIRED TO INTERFACE WITH LIGHTING FIXTURES AND LIGHTING CONTROL DEVICES. REFER TO MANUFACTURER SHOP DRAWINGS AND SHEET E6.01 & E6.02 FOR TYPICAL DETAILS AND DIAGRAMS. E-1304 CONTRACTOR TO PROVIDE NLIGHT EMERGENCY POWER RELAY PACK (NPP16D-ER-EFP) AS REQUIRED TO INTERFACE WITH LIGHTING FIXTURES AND LIGHTING CONTROL DEVICES. PROVIDE UNSWITCHED LIGHTING CIRCUIT FOR SENSING. REFER TO MANUFACTURER SHOP DRAWINGS AND SHEET E6.01 & E6.02 FOR TYPICAL DETAILS AND DIAGRAMS. E-1305 EXPOSED CONDUITS IN CORROSIVE ENVIRONMENTS SHALL BE PVC COATED RIGID. E-1306 CONTRACTOR TO PROVIDE UNSWITCHED LIGHTING CIRCUIT TO FEED LIGHTING FIXTURES WHEN LIGHTING CIRCUIT IS SHARING OTHER ROOMS. TYPICAL THROUGHOUT THE PROJECT. E-1307 REFER TO SHEET E6.03 FOR LIGHTING CONTROL LEGEND AND BASIS OF DESIGN SPECIFICATIONS. E-1308 PROVIDE UNSWITCHED CIRCUIT TO FEED EXIT SIGNS. CIRCUIT SHALL BE NOT CONNECTED ANY LIGHTING CONTROL DEVICE. E-1309 IF CONFLICTS SHOULD ARISE BETWEEN LIGHT FIXTURE LOCATIONS AND PIPING, PUMP ROOM EQUIPMENT, ETC., CONFIRM PROPOSED SHIFTS WITH LIGHTING DESIGNER PRIOR TO INSTALLATION. E-1310 MOUNT REMOTE DRIVERS IN ACCESSIBLE CEILING SPACE OF LOBBY. E-1312 MOUNT REMOTE DRIVERS IN ACCESSIBLE CEILING SPACE OF MULTI PURPOSE ROOM. GENERAL NOTES 1.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR ROUGH-IN 2.CONTRACTOR IS RESPPONSIBLE TO VERIFY EXACT LOCATION, QUANTITY, MOUNTING HEIGHT AND FIXTURE TYPE OD ALL LUMINAIRES IN FIELD PRIOR TO PURCHASE AND INSTALLATION. INFORM EOR OF CONFLICTS. 3.CONTRACTOR IS RESPONSIBLE TO CONFIRM CEILING TYPES IN ALL ROOMS (ACCESSIBLE, EXPOSED, OR "HARD") AND TO USE APPROPIATED WIRING METHOD FOPR EACH TYPE. INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK IS COMPLETED. DO NOT LOCATE ANY J-BOX ON "HARD" CEILINGS; ALL WIRING MUST BE ACCESSIBLE THROUGH ONLY IN "DAISE CHAIN" METHOD OR WHIT INDICATED HOMERUNS TO EACH LUMINAIRE. J-BOXES MAY BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND DOES NOT INTERFERE WITH ACCSEES. 4.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR A COMPLETE LIGHTING CONTROL SYSTEM. FINAL PLACEMENTS OF DEVICES SHALL BE COORDINATE IN FIRELD. 5.OCCUPANCY/VACANCY SENSORS AND PHOTOCELLS SHALL BE LOCATED TO THE MOST EFFICIENT LOCATION AVOIDING OBSTRUCTIONS. INSTALL PER MANUFACTURER INSTRUCTIONS. 6.CONTRACTOR TO INTERCEPT UNSWITCHED CIRCUIT FEEDING THE LUMINAIRES IN THE AREA AND EXTEND TO CONNECT LIGHTING CONTROL DEVICES. N.T.S R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203136 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 4 B FAPS FACP HPA LPA LPM LCP ELEC. 14A E-1701 INV2 LPA - 13 ACP HPA - 9 5 6 E EVP SLP LPM1 ALIC CMC PMB T1 DMB ELECTRICAL 21 CORRIDOR/ LOCKERS 20 STORAGE 19 CORRIDOR/ LOCKERS 20 STORAGE 19 LPM1 - 9 9 E-1702 INV1 E-1703 LPA - 25 +72" INV1 - 6 SLP - 15E-1706 E-1705 MDF MUSCO CONTACTOR PANELS E-1708 E-1707 GBB ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENLARGED ELECTRICAL PLANS E4.01 OCH MONROE ST. POOL REPLACEMENT ENLARGED ELECTRICAL PLANS 1/4" = 1'-0"ELECTRICAL ROOM -BLDG A 04 1/4" = 1'-0"ELECTRICAL ROOM -BLDG B 05 KEYNOTES ITEM DESCRIPTION E-1701 LIGHTING INVERTER MYERS LV-4-G-1-B15-06-LVST E-1702 ELECTRICAL EQUIPMENT SIZES ARE BASED ON SQUARE-D SHOP DRAWINGS TO MEET ALL CODE CLEARANCE . REFER TO SHEET E7.01 FOR REFERENCE. E-1703 LIGHTING INVERTER MYERS ILLUMINATOR SUPERNOVA 6-1-06-S-BD2006-2YWT. E-1705 RUN CIRCUIT INV1-6 VIA 277/120V STEP DOWN TRANSFORMER PROVIDED BY MUSCO LIGHTING. E-1706 RUN CIRCUIT SLP-15 VIA 277/120V STEP DOWN TRANSFORMER PROVIDED BY MUSCO LIGHTING. E-1707 COORDINATE WITH TECHNOLOGY CONTRACTOR FOR EXACT MDF CABINET LOCATION BEFORE ROUGH-IN. E-1708 PROVIDE PANIC HARDWARE FOR DOOR. R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203137 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 MAIN SWITCHBOARD "PMB" 277Y/480V - 600 A, 3PH, 4W 65 KAIC 600A CU BUS 277/480V - 3PH, 4W UTILITY TRANSFORMER INV-1 PANEL GROUND FLOOR GND N 100A 3P HPA PANEL 10 0 - 4 600AS 600AT 3P M SLP PANEL 15 0 - 4 SPACE 25A 1P 150A 3P LIGHTING LOADS INVERTER 5.0KW SPORTS LIGHTING 600-4. DI S T . 6 0 ' - % V . D . = = . 4 SPACE SPACE DISTRIBUTION BOARD "DMB" 120Y/208V - 800 A, 3PH, 4W 42 KAIC 800A CU BUS 120/208V - 3PH, 4W LPA PANEL 12 5 - 4 LPM PANEL 15 0 - 4 SP PANEL 15 0 - 4 EVP PANEL 40 0 - 4 SPACE 125A 3P 150A 3P 150A 3P 400A 3P PLUG LOADS MECHANICAL LOADS BY ADG CHARGE STATION E-1001 E-1002 (TYP.)SPACE SPACE FROM PV SYSTEM REFER TO SHEET E5.02 FOR CONTINUATION 800A 3P "T1" 300KVA TRANSFORMER 480V-120Y/208V - 3PH, 4W %Z=4.3 450A 3P M HOUSE POWER METER P HOUSE POWER METER MAIN METER (TYP.) E-1001 45 0 - 3 80 0 - 4 LPM1 PANEL 10 0 - 4 100A 3P MECHANICAL LOADS REFER TO 08/E7.01. 1"C.1#2/0 DI S T . 1 5 ' - % V . D . = . 2 DI S T . 2 0 ' - % V . D . = DI S T . 2 0 ' - % V . D . = . 2 DI S T . 2 0 ' - % V . D . = . 2 DI S T . 6 0 ' - % V . D . = 1 . 0 DI S T . 6 0 ' - % V . D . = . 9 DI S T . 6 0 ' - % V . D . = . 9 DI S T . 2 0 ' - % V . D . = . 3 DI S T . 3 0 ' - % V . D . = . 5 1" c . 3 # 1 0 + 1 # 1 2 E G . FULLY RATED 3/ 4 " C . 2 # 1 0 + 1 # 1 2 E G . 20A 3PE-1012 F 60AS 35AF 2P PUMP CNTRL M 5KW 35A 2P 30 - 3 DI S T . 6 0 ' - % V . D . = . 4 LCP PANEL CMC MUSCO ALIC MUSCO INV-2 PANEL REFER TO MUSCO DESIGN DRAWINGS FOR MORE INFORMATION E-1014 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE E5.01 OCH MONROE ST. POOL REPLACEMENT SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE ITEM DESCRIPTION E-1001 DENOTES FUTURE METERING OF ELECTRICAL POWER AND ENERGY PER 2022 CALIFORNIA ENERGY CODE. E-1002 3 INSTALLED AND INFRASTRUCTURE FOR 10. E-1012 LABEL SWITCH PER CEC 690.13(B): "WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINAL ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN OPEN POSITION". E-1014 PROVIDE 90 DEGREE CONDUCTORS FOR INVERTER FEEDER. 9. NOT ALL SIZES USED. SIZE AND TYPE - AS NOTED. 8. FEEDERS WITH AN AMPACITY > 400A SHALL BE PROVIDED WITH A SPARE CONDUIT OF EQUIVALENT 7. FEEDERS CONNECTED TO AN EMERGENCY INVERTER OR PV SHALL BE RATED AT 90 DEG. C. HAVE OVERSIZED NEUTRAL (200% MIN.) 6. FEEDERS CONNECTED TO THE SECONDARY OF A K-4 OR HIGHER XFMR SHALL 5. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75 DEG. C TERMINALS. 4. "S" INDICATES A FEEDER COMING FROM A SEPARATELY DERIVED SYSTEM. 3. CONDUIT SIZES CALLED OUT ON PLANS SUPERSEDE THIS SCHEDULE. 2. "+" IN FEEDER TAGS SHOWN ON PLANS INDICATES A FEEDER UPSIZED DUE TO VOLTAGE DROP. INSULATION TYPE (THHN/THWN) AT ONE HUNDRED (100') FEEDER LENGTH. 1. CONDUCTOR AND CONDUITSIZE SHOWN IN THIS SCHEDULE ARE BASED ON COPPER WIRE AND FEEDER SIZING NOTES 4000-4 11 4" (4)500 500 4000-3 11 4" (3)500 500 3000-4 8 4" (4)500 400 3000-3 8 4" (3)500 400 2500-4S 7 4" (4)500 250 ------ --- --- --- 2500-4 7 4" (4)500 350 2500-3 7 4" (3)500 350 2000-4 6 4" (4)500 250 2000-3 5 4" (3)500 250 1600-4S 5 4" (4)400 4/0 ------ --- --- --- 1600-4 5 4" (4)400 4/0 1600-3 4 3" (3)400 4/0 1200-4 4 4" (4)350 3/0 1200-3 4 3" (3)350 3/0 1000-4S 3 4" (4)500 3/0 ------ --- --- --- 1000-4 3 4" (4)500 2/0 1000-3 3 4" (3)500 2/0 800-4S 3 3" (4)300 3/0 ------ --- --- --- 800-4 3 3" (4)300 1/0 800-3 3 3" (3)300 1/0 750-4 2 4" (4)500 1/0 750-3 2 4" (3)500 1/0 650-4 2 4" (4)400 1/0 650-3 2 3" (3)400 1/0 600-4 2 3" (4)350 1 600-3 2 3" (3)350 1 500-4S 2 3" (4)250 2/0 ------ --- --- --- 500-4 2 3" (4)250 2 500-3 2 2-1/2" (3)250 2 450-4 2 2-1/2" (4)4/0 2 450-3 2 2-1/2" (3)4/0 2 400-4S 2 2-1/2" (4)3/0 1/0 ------ --- --- --- 400-4 2 2-1/2" (4)3/0 2 400-3 2 2" (3)3/0 2 350-4 1 4" (4)500 2 350-3 1 4" (3)500 2 300-4 1 3" (4)350 4 300-3 1 3" (3)350 4 250-4 1 3" (4)250 4 250-3 1 2-1/2" (3)250 4 225-4S 1 2-1/2" (4)4/0 2 225-4 1 2-1/2" (4)4/0 4 225-3 1 2-1/2" (3)4/0 4 200-4 1 2-1/2" (4)3/0 6 200-3 1 2" (3)3/0 6 175-4 1 2" (4)2/0 6 175-3 1 2" (3)2/0 6 150-4S 1 2" (4)1/0 6 ------ --- --- --- 150-4 1 2" (4)1/0 6 150-3 1 2" (3)1/0 6 125-4 1 2" (4)1 6 125-3 1 1-1/2" (3)1 6 110-4 1 1-1/2" (4)2 6 110-3 1 1-1/2" (3)2 6 100-4S 1 1-1/2" (4)2 8 ------ --- --- --- 100-4 1 1-1/2" (4)2 8 100-3 1 1-1/2" (3)2 8 90-4 1 1-1/2" (4)2 8 90-3 1 1-1/2" (3)2 8 80-4 1 1-1/2" (4)2 8 80-3 1 1-1/2" (3)2 8 70-4 1 1-1/2" (4)4 8 70-3 1 1-1/2" (3)4 8 60-4 1 1-1/2" (4)4 10 60-3 1 1-1/2" (3)4 10 50-4 1 1" (4)6 10 50-3 1 1" (3)6 10 40-4 1 1" (4)8 10 40-3 1 3/4" (3)8 10 30-4 1 3/4" (4)10 10 30-3 1 3/4" (3)10 10 20-4 1 3/4" (4)12 12 20-3 1 3/4" (3)12 12 15-4 1 3/4" (4)12 12 15-3 1 3/4" (3)12 12 # SETS SIZE Φ & N GND # SETS SIZE Φ GND MARK (AMPACITY) CONDUITS CONDUCTORS PER SET MARK (AMPACITY) CONDUITS CONDUCTORS PER SET COPPER FEEDER SCHEDULE 1.ALL EQUIPMENT TO BE SIEMENS OR APPROVED EQUAL. 2.ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH SPECIFIED AND APPROPRIATE UL LISTING BASED ON THE ENVIRONMENT IN WHICH THE EQUIPMENT IS TO BE MOUNTED. 3. 4.ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 DEGREES CELSIUS CONDUCTORS. 5.ALL SERVICE ENTRANCE EQUIPMENT/DISTRIBUTION BOARDS/SWITCHBOARDS RATED AT 600A OR GREATER SHALL BE PROVIDED WITH A SOLID STATE MAIN OVER-CURRENT PROTECTIVE DEVICE AND BUSSING RATED AT 100% OPERATION. 6.ALL SWITCH/DISTRIBUTION BOARDS SHALL BE PROVIDED WITH: COPPER BUSSING WITH RECTANGULAR CROSS SECTION. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH AND HAVE PROVISIONS FOR FUTURE EXTENSIONS WERE APPLICABLE. ALL BUSSING SHALL HAVE A MINIMUM WITHSTAND RATING EQUAL TO AVAILABLE FAULT CURRENT INDICATED ON THE AIC CALCULATION. ALL VERTICAL AND HORIZONTAL BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL SWITCHBOARD AND DISTRIBUTION BOARD ASSEMBLIES. PROVIDE 100% NEUTRAL BUSSING MINIMUM -UNLESS OTHERWISE NOTED. PROVIDE FULL LENGTH GROUND BUSS, AND WHERE INDICATED ON PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS -UNLESS OTHERWISE NOTED OR REQUIRED. a. LUGS SHALL BE SUITABLE FOR USE WITH BOTH COPPER AND ALUMINUM CONDUCTORS AND 75 DEGREE CELSIUS AMPACITY CONDUCTORS. b. PERMANENT PLACARDS(S) MARKED PER THE SPECIFICATIONS AND PER NEC (CEC -WHERE ADOPTED SECTIONS 225.37, 230.2(E), 690.56(B) & (C), 692.56, 700.8, 701.9, AND 702.8 DENOTING PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY OR STAND-BY POWER SOURCES, ETC. AS APPLICABLE. c. 7.CONTRACTOR SHALL PROVIDE SWITCHBOARD SHOP DRAWINGS TO SERVING UTILITY COMPANY PRIOR TO FABRICATION OF EQUIPMENT. CONTRACTOR SHALL SECURE CONFIRMATION PROPOSED SWITCHBOARD COMPLIES WITH ELECTRICAL UTILITY COMPANY REGULATIONS. 8.ELECTRICAL EQUIPMENT SUBMITTALS SHALL BE ACCOMPANIED BY A 1/4" = 1'-0" SCALED DRAWING WHICH REFERENCES ALL ELECTRICAL EQUIPMENT ROOMS AND EQUIPMENT. DRAWING SHALL CLEARLY IDENTIFY ADEQUATE SPACE IS PROVIDED IN ELECTRICAL ROOMS TO ACCOMMODATE THE INSTALLATION OF ELECTRICAL EQUIPMENT WHILE MAINTAINING ALL REQUIRED CODE CLEARANCES. ALL SUBMITTALS NOT ACCOMPANIED BY SCALED DRAWING WILL BE REJECTED AS INCOMPLETE. 9.EC SHALL CONDUCT, WITH ASSISTANCE OF SWITCHGEAR MANUFACTURER, AN ELECTRICAL HAZARD ANALYSIS CONSISTING OF AN ARC FLASH, SHORT CIRCUIT, AND COORDINATION STUDY TO DETERMINE APPROPRIATE LEVELS OF PERSONNEL PROTECTIVE EQUIPMENT (PPE) AS REQUIRED BY NFPA 70E AND IEEE STD 1584, AND TO ENSURE PROPER COORDINATION (INCLUDING GROUND FAULT COORDINATION) EXISTS BETWEEN ALL OVER-CURRENT PROTECTIVE DEVICES SHOWN ON SINGLE-LINE DIAGRAM. ADDITIONALLY: STUDY SHALL INCLUDE ALL PORTIONS OF ELECTRICAL SINGLE-LINE DIAGRAM. NORMAL SYSTEM CONNECTIONS AND THOSE THAT RESULT IN MAXIMUM FAULT CONDITION SHALL BE ADEQUATELY COVERED IN THE STUDY. PERFORM STUDY WITH THE AID OF A COMPUTER PROGRAM, SKM CAPTOR, OR EQUAL. STUDY SHALL IDENTIFY SELECTIVE COORDINATION SUCH THAT DEVICE CLOSEST TO FAULT WILL TRIP FIRST. GROUND FAULT PORTION OF THE STUDY SHALL DEMONSTRATE COORDINATION OF MAIN BREAKER AND ANY FEEDER GROUND FAULT DEVICES WITH DOWNSTREAM CIRCUIT BREAKERS 30A AND LESS. a. EC SHALL BE RESPONSIBLE TO RECOMMEND SETTINGS OF ALL DEVICES AND TO INCLUDE GROUND FAULT SETTINGS NECESSARY TO ACHIEVE SYSTEM COORDINATION. CONTRACTOR SHALL FIELD ADJUST DEVICES ACCORDINGLY UTILIZING A QUALIFIED MANUFACTURER'S REPRESENTATIVE. b. DURING THE CONSTRUCTION PHASE OF THE PROJECT ALL GROUND FAULT RELAYS SHALL BE SET AT SHORTEST AVAILABLE TIME DELAY. c. RESULT OF COORDINATION STUDY SHALL BE SUBMITTED AS PART OF OVERALL SWITCHGEAR SUBMITTAL AND SHALL INCLUDE PROTECTIVE DEVICE TIME VERSUS CURRENT COORDINATION CURVES, GROUPING APPROPRIATE DEVICES TOGETHER, TABULATIONS OF RELAY AND CIRCUIT BREAKER TRIP SETTINGS, FUSE SELECTION, AND COMMENTARY REGARDING SAME. d. A GROUND FAULT SYSTEM TEST SHALL BE CONDUCTED BY AN INDEPENDENT TESTING AGENCY PER NEC (CEC -WHERE ADOPTED) 230.95(C). GROUND FAULT SYSTEM TEST SHALL BE PERFORMED IN PRESENCE OF LOCAL AHJ. VERIFICATION OF DEVICE SETTINGS PER THE COORDINATION STUDY SHALL BE PERFORMED BY SAME INDEPENDENT TESTING AGENCY. GROUND FAULT TEST RESULTS SHALL BE DELIVERED TO ENGINEER OF RECORD. e. PERFORM ARC FLASH ANALYSIS TO DETERMINE FALSH BOUNDARY, FLASH HAZARD CATEGORY, PPE REQUIREMENTS, AND MINIMUM ARC RATING (CAL/SQUARE CM). ABOVE INFORMATION SHALL BE INDICATED AT EACH ARC FLASH SOURCE ON A NEC (CEC WHERE ADOPTED) COMPLIANT ARC FLASH HAZARD LABEL(S) AS MANUFACTURED BY BRADY. f. 10.GROUND ALL ELECTRICAL EQUIPMENT, BRANCH CIRCUITS, FEEDERS, PANEL AND DISTRIBUTION BOARDS, ELECTRICAL SERVICES, ETC. PER ADOPTED NEC ARTICLE 250. 11.FEEDER SPECIFICATIONS ARE BASED ON USE OF COPPER CONDUCTORS AND SHALL BE PROVIDED WITH A CODE SIZED COPPER GROUNDING CONDUCTOR. 12.ALL MAIN SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, ETC SHALL BE PROVIDED WITH A COPPER BUSS RATED AT SPECIFIED AMPACITY. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL ALIGN IN FRONT. ALL PANELBOARDS SHALL BE PROVIDED WITH BOLT-ON BREAKERS, DEADFRONT COVERS WITH LOCKABLE DOORS, FACTORY INSTALLED MAIN CIRCUIT BREAKERS (IF APPLICABLE), AND PANEL DIRECTORY PER THESE DOCUMENTS. 13.TRANSIENT VOLTAGE SURGE PROTECTION SHALL BE PROVIDED IN ALL MAIN SWITCHGEAR AND DISTRIBUTION BOARD UNLESS OTHERWISE NOTED OR IDENTIFIED ON DRAWINGS. COORDINATE WITH LOCAL UTILITY COMPANY. 14.ALL PANELBOARDS INSTALLED IN GARAGES OR AREAS COMPLYING WITH ARTICLE 500, 511, AND/OR 514 SHALL BE INSTALLED 18'' ABOVE FLOOR LINE TO BOTTOM OF PANEL AND SHALL BE IN MULTIPLE PANELS AS REQUIRED WITH TOP MOST BREAKER NO HIGHER THAN 6'-7'' A.F.F. PER ARTICLE 380. 15.ALL ELECTRICAL EQUIPMENT (I.E. SWITCHGEAR, TRANSFORMERS, DISTRIBUTION BOARDS, PANELBOARDS, DISCONNECT SWITCHES, ETC.) SHALL BE PROVIDED WITH A PHENOLIC NAMEPLATE WITH ENGRAVED WHITE LETTERS REFERENCING FOLLOWING INFORMATION: LINE 1 -"EQUIPMENT NAME" LINE 2 -"FED FROM ..." LINE 3 -"VOLTAGE, AMPACITY, PHASE" LINE 4 -"DATE INSTALLED" NAMEPLATES SHALL BE SIZED BASED ON FOLLOWING: SWITCHBOARDS, DISTRIBUTION BOARDS, TRANSFORMERS: * LINE 1 = 1/2'' LETTERS, LINES 2, 3, & 4 = 1/4'' LETTERS PANELBOARDS, MOTOR CONTROL CENTERS, DISCONNECTS, STARTERS, ETC: * LINE 1 = 3/8'' LETTERS, LINES 2, 3, & 4 = 1/4'' LETTERS NAMEPLATE COLORS SHALL BE AS FOLLOWS: BLACK = NORMAL POWER RED = LIFE SAFETY/EMERGENCY POWER BLUE = STANDBY POWER GREEN = INVERTOR POWER ALL NAMEPLATES SHALL BE FASTENED WITH A MINIMUM OF TWO (2) MACHINE SCREWS. NO SELF ADHESIVE NAMEPLATES ARE ALLOWED. 16.ELECTRICAL DESIGN COMPUTES VOLTAGE DROP BASED ON FEEDER LENGTHS REFERENCED ON SINGLE-LINE DIAGRAM. EC TO NOTIFY ENGINEER OF RECORD IN EVENT FIELD CONDITIONS CAUSE A SUBSTANTIAL INCREASE IN OVERALL FEEDER LENGTH. 17.ANY FLOOR-STANDING ELECTRICAL EQUIPMENT (I.E. INVERTERS, DISTRIBUTION BOARDS, SWITCHBOARDS, ATS SWITCHES, MOTOR CONTROL CENTERS, ETC.) WHICH ARE MOUNTED AT/BELOW GRADE AND/OR SUSCEPTIBLE TO WATER DAMAGE SHALL BE MOUNTED ON A MINIMUM 4" HIGH HOUSEKEEPING PAD WHICH EXTENDS 4" BEYOND EQUIPMENT IN ALL DIRECTIONS. 18.ALL MOTOR RELATED CIRCUITS ARE TO BE PROVIDED WITH PROTECTIVE RELAYS FOR PHASE FAILURE AND UNDER-VOLTAGE. 19.ELECTRICAL CONTRACTOR TO INCLUDE IN BID ALL ASSOCIATED COSTS FOR THIRD PARTY TESTING OF ELECTRICAL EQUIPMENT, GROUND FAULT, CONDUCTORS, ETC.. ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH AND BRACED FOR REQUIRED FAULT CURRENT RATINGS BASED ON THEIR VOLTAGE AND LOCATION WITHIN THE SYSTEM. SHOP DRAWINGS TO INCLUDE FAULT CURRENT RATINGS FOR ALL ELECTRICAL EQUIPMENT. ALL EQUIPMENT SHALL BE FULLY RATED, NO SERIES RATING SHALL BE ALLOWED. KEYNOTES GENERAL NOTES N.T.S R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203138 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 STRING 1-1 1 12 INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6 DC DISC. REFER TO SHEET E7.04 FOR WARNING LABEL INFORMATION INVERTER 'INV' SE10KUS 10KW, 480 VAC, 3PH, 4W INPUT: 490-840 VDC RATED OUTPUT: 12A 15 A 15 A 15 A 15 A 15 A 15 A GFP COMM 1"C.O. TO MDF ROOM DATA ADQUISITION SYSTEM (DAS) SEE E5.01 FOR SINGLE LINE CONTINUATION KW AC-CEC RATING OF THE PV SYSTEM = 3.6KW 1" C . 3 # 1 0 + 1 # 1 2 E G . G E-1009E-1010 E-1011 E-1013 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PV SYSTEM SINGLE LINE DIAGRAM E5.02 OCH MONROE ST. POOL REPLACEMENT PV SYSTEM SINGLE LINE DIAGRAM KEYNOTES ITEM DESCRIPTION E-1009 JINKO SOLAR JKM425N OR APPROVED EQUAL. PROVIDE MODULES WITH OUTDOOR RATED QUICK CONNECTS FOR MODULE INTERCONNECTION. DO NOT REMOVE THE QUICK CONNECTS, OTHERWISE THE MODULE WARRANTY AND UL LISTING MAY BE INVALIDATED. E-1010 HOME-RUN WIRING (STRINGS) SHALL BE ROUTED IN A RMC CONDUITS INSTALLED WITH THREADED ADAPTORS. E-1011 PV INVERTER. CONVERSION UNIT IS UL 1741 LISTED WITH INTEGRAL ANT-ISLANDING PROTECTION FEATURES. INVERTER SHALL BE PACKED IN A SINGLE ENCLOSURE WITH INTEGRAL AC AND DC DISCONNECTS, 600VDC RATED COMPARTMENTS, AND 100KAIC RATING. PROVIDE NETWORK OPTION FOR REMOTE MONITORING. CONTRACTOR TO PROVIDE COMPLETE INFRASTRUCTURE AND HARDWARE REQUIRED TO ENABLE MONITORING. COORDINATE WITH USER AND LOW VOLTAGE CONTRACTOR FOR FINAL CONNECTION. E-1013 BARE COPPER GROUND WILL BE USED AS AN EQUIPMENT GROUND TO CONNECT MODULE FRAMES. USE MODULE MANUFACTURER'S INDICATED LOCATION ONLY AS MODULE MOUNTING RACKS MAY BE PROVIDED WITH SIMPLIFIED GROUNDING ALTERNATIVES. FOLLOW RACK MANUFACTURER'S INSTRUCTION ON GROUNDING. ISC 13.66 A VOC 38.75 V IMP 13.21 A VMP 32.18 V STC RATING 425 W 12X Jinko JKM425N-54HL4R-V MODULE SPECIFICATIONS MIN INPUT VOLTAGE 840 V MIN AC POWER RATING 0 W MAX INPUT VOLTAGE 980 V MAX AC POWER RATING 10 kW 1X SolarEdge SE10KUS INVERTER SPECIFICATIONS STRING 1X 10 AWG 75FT TIER WIRE LENGTH WIRE SCHEDULE MODULE JKM425N-54HL4-V MODULE DIMENTIONS 67.79x44.65x1.18 INCHS MODULE WATTS (@ STC) 425 MODULE QUANTITY 12 1 PER MODULE DC POWER OPTIMIZER QTY. MODULE PER STRING 1 SYSTEM SIZE (KWp) 5.1 INVERTER SOLAR EDGE SE10KUS -(10KW) RATIO .51 SYSTEM AZIMUTH = 240.5 SYSTEM TILT = 3 INTERCONNECTION VOLTAGE = 480Y/277V -3PH-4W HIGHEST EXPECTED TEMERATURE = 76F/24.3C (% AVERAGE) LOWEST EXPECTED TEMERATURE = 47F/8.5C (EXTREME MINIMUM) #10 BARE COOPER GROUND ELEMENT ROUTE 1#1/0 AWG CU FROM INVERTER TO BUILDING GROUND ELECTRODE SYSTEM VIA 1"C. 3#10 2KV PV WIRE TYPE ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R ALUMINUM OR 4X STAILESS STEEL INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203139 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PANEL SCHEDULES E5.03 OCH MONROE ST. POOL REPLACEMENT PANEL SCHEDULES NOTES: TOTAL EST. DEMAND...4 A TOTAL CONN. CURRENT:3 A TOTAL EST. DEMAND 3144 VA LIGHTING LOADS 1860 VA 125.00% 2325 VA TOTAL CONN. LOAD:2679 VA NON CONTINUOUS LOADS 0 VA 0.00% 0 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS LEGEND: TOTAL...3 A 3 A 4 A TOTAL...767 VA 709 VA 1203 VA 29 Space -- 1 -- -- 1 -- Space 30 27 Space -- 1 -- -- 1 -- Space 28 25 Space -- 1 -- -- 1 -- Space 26 23 Space -- 1 -- -- 1 -- Space 24 21 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 22 19 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 20 17 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 18 15 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 16 13 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 14 11 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 12 9 INVERTER -2 20 A 1 270 VA 0 VA 1 20 A Spare 10 7 CANOPY POOL DECK (LCP) 20 A 1 140 VA 290 VA 1 20 A EXTERIOR LIGHTING BUILDING A & B (LCP)8 5 EXTERIOR STORAGE BLDG A (LCP) 20 A 1 42 VA 1161 VA 1 20 A PARKING LOT LIGHTS (LCP)6 3 LOUNGE/OFFICES/SHOWER 20 A 1 276 VA 163 VA 1 20 A WOMEN'S RESTROOM/LOCKERS/STORAGE 4 1 MPR/MEN'S RESTROOM 20 A 1 235 VA 102 VA 1 20 A CORRIDOR/LOBBY 2 CKT CIRCUIT DESCRIPTION TRIP P A B C P TRIP CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:NEMA 1 MCB RATING:100A MOUNTING:SURFACE WIRES:4 BUS RATING:100 A SUPPLY FROM:PMB PHASES:3 MAINS TYPE:C.B LOCATION:Space 38 VOLTS:277/480V A.I.C. RATING:22k Branch Panel: HPA Notes: CONTINUOUS LOADS 1220 VA 125.00% 1525 VA Total Est. Demand Current:287 A NON CONTINUOUS LOADS 51384 VA 100.00% 51384 VA Total Conn. Current:287 A MOTOR LOADS 28496 VA 100.00% 28496 VA Total Est. Demand:238584 VA LIGHTING LOADS 2596 VA 125.00% 3245 VA Total Conn. Load:238210 VA RECEPTACLE LOADS 11160 VA 94.80% 10580 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:287 A Total Conn. Load:238210 VA 10 Space 1 -- -- -- 9 Space 1 -- -- -- 8 Space 1 -- -- -- 7 Space 1 -- -- -- 6 PV FUSED SWITCH 3 -- -- -- 5 SLP 3 225 A 225 A 11478 VA 4 INVERTER-1 1 100 A 25 A 4484 VA 3 T1 3 400 A 350 A 219569 VA 2 Space 1 -- -- -- 1 HPA 3 100 A 100 A 2679 VA CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes: Enclosure: MCB Rating:600 A Mounting: Wires:4 Mains Rating:600 A Supply From: Phases:3 Mains Type:CB Location:Space 2 Volts:277/480V A.I.C. Rating:65K Switchboard: PMB `` Notes: Total Est. Demand Current:16 A Total Conn. Current:16 A CONTINUOUS LOADS 180 VA 125.00% 225 VA Total Est. Demand:4544 VA NON CONTINUOUS LOADS 4244 VA 100.00% 4244 VA Total Conn. Load:4484 VA LIGHTING LOADS 60 VA 125.00% 75 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:16 A Total Conn. Load:4484 VA 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 ALIC PANEL 1 100 A 20 A 180 VA 5 ELECTRICAL ROOM 1 100 A 20 A 60 VA 4 EGRESS POLE 4 1 100 A 20 A 710 VA 3 EGREES POLE 3 1 100 A 20 A 1412 VA 2 EGREES POLE 2 1 100 A 20 A 1412 VA 1 EGREES POLE1 1 100 A 20 A 710 VA CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes: Enclosure: MCB Rating:1 A Mounting: Wires:2 Mains Rating:100 A Supply From:PMB Phases:1 Mains Type:MLO Location:Space 33 Volts:277V A.I.C. Rating: Switchboard: INV1 Notes: Total Est. Demand Current:14 A Total Conn. Current:14 A NON CONTINUOUS LOADS 10500 VA 100.00% 10500 VA Total Est. Demand:11692 VA LIGHTING LOADS 676 VA 125.00% 845 VA Total Conn. Load:11478 VA CONTINUOUS LOADS 180 VA 125.00% 225 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:16 A 13 A 13 A Total Load:4298 VA 3680 VA 3500 VA 41 Space -- 1 -- -- 1 -- Space 42 39 Space -- 1 -- -- 1 -- Space 40 37 Space -- 1 -- -- 1 -- Space 38 35 Space -- 1 -- -- 1 -- Space 36 33 Space -- 1 -- -- 1 -- Space 34 31 Space -- 1 -- -- 1 -- Space 32 29 Space -- 1 -- -- 1 -- Space 30 27 Space -- 1 -- -- 1 -- Space 28 25 Space -- 1 -- 0 VA 1 20 A Spare 26 23 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 24 21 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 22 19 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 20 17 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 18 15 CMC MUSCO PANEL 20 A 1 180 VA 0 VA 1 20 A Spare 16 13 RESTROOM/CORRIDOR 20 A 1 244 VA 554 VA 1 20 A POOL ROOM/CHEMICAL ROOM 14 11 -- -- -- 875 VA 875 VA -- -- -- 12 9 -- -- -- 875 VA 875 VA -- -- -- 10 7 POLE 4 20 A 3 875 VA 875 VA 3 20 A POLE 2 8 5 -- -- -- 875 VA 875 VA -- -- -- 6 3 -- -- -- 875 VA 875 VA -- -- -- 4 1 POLE 1 20 A 3 875 VA 875 VA 3 20 A POLE 3 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:150 A Mounting:SURFACE Wires:4 Mains Rating:225 A Supply From:PMB Phases:3 Mains Type:C.B Location:Space 2 Volts:277/480V A.I.C. Rating:14K Branch Panel: SLP GENERAL PANEL SCHEDULE NOTES: WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR. WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. ALL BUSSING SHALL BE COPPER. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY. ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITH THESE LOADS, WHERE REQUIRED. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS. PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5 3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. SPECIFIC PANEL SCHEDULE NOTES: "A" PROVIDE LOCK-ON DEVICE "B" PROVIDE LOCK-OFF DEVICE "C" PROVIDE SHUNT TRIP DEVICE "D" PROVIDE GFCI TYPE DEVICE. "E" PROVIDE A RED CIRCUIT FIRE ALARM BREAKER. "F" PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. "G" PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS ON A COMMON YOKE NEC 210.4(B) FURNITURE SYSTEM NEC 605.7) "H" PROVIDE HACR BREAKER "J" EXISTING BREAKER WITH NEW LOAD UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS-BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR- PROVIDED DIRECTORY HOLDER. DIRECTORIES SHALL CONSIST OF LOAD DESCRIPTION AND CIRCUIT NUMBER FOR EACH CIRCUIT BASED ON AS-BUILT PANEL SCHEDULES. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. LOCAL AHJ MAY REQUIRE COPIES OF ENGINEERED PANEL SCHEDULES BE PLACED IN PANEL DIRECTORIES. E.C. TO VERIFY REQUIREMENTS PRIOR TO BID AND INCLUDE ALL COSTS REQUIRED FOR LARGER-THAN-STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF ENGINEERED PANEL SCHEDULES. ALL EQUIPMENT SHALL BE MANUFACTURED BY SIEMENS, OR EQUAL APPROVED. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. HPA SLPINV1 PMB R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203140 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PANEL SCHEDULES E5.04 OCH MONROE ST. POOL REPLACEMENT PANEL SCHEDULES `` Notes: CONTINUOUS LOADS 860 VA 125.00% 1075 VA Total Est. Demand Current:608 A NON CONTINUOUS LOADS 36640 VA 100.00% 36640 VA Total Conn. Current:609 A MOTOR LOADS 28496 VA 100.00% 28496 VA Total Est. Demand:219204 VA LIGHTING LOADS 0 VA 0.00% 0 VA Total Conn. Load:219569 VA RECEPTACLE LOADS 11160 VA 94.80% 10580 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:609 A Total Conn. Load:219569 VA 10 Space 1 -- -- -- 9 Space 1 -- -- -- 8 Space 1 -- -- -- 7 Space 1 -- -- -- 6 POOL PUMP 2 100 A 35 A 5000 VA 5 LPM1 3 100 A 100 A 7792 VA 4 EVP 3 400 A 400 A 133120 VA 3 SP 3 225 A 150 A 38493 VA 2 LPM 3 225 A 150 A 19784 VA 1 LPA 3 225 A 125 A 15380 VA CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes: Enclosure: MCB Rating:800 A Mounting: Wires:4 Mains Rating:800 A Supply From:T1 Phases:3 Mains Type:C.B Location: Volts:120/208V A.I.C. Rating:14k Switchboard: DMB Notes: Total Est. Demand Current:43 A Total Conn. Current:43 A RECEPTACLE LOADS 9360 VA 100.00% 9360 VA Total Est. Demand:15505 VA NON CONTINUOUS LOADS 2160 VA 100.00% 2160 VA Total Conn. Load:15380 VA CONTINUOUS LOADS 500 VA 125.00% 625 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:41 A 48 A 40 A Total Load:4900 VA 5700 VA 4780 VA 41 Space -- 1 -- -- 1 -- Space 42 39 Space -- 1 -- -- 1 -- Space 40 37 Space -- 1 -- -- 1 -- Space 38 35 Space -- 1 -- -- 1 -- Space 36 33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34 31 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 32 29 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 30 27 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 28 25 MDF CABINET. 20 A 1 360 VA 500 VA 1 20 A FACP 26 23 TELEPHONE BOARD 20 A 1 360 VA 360 VA 1 20 A IDF CABINET 24 21 ROOF OUTLETS 20 A 1 720 VA 1200... 1 20 A COPY MACHINE 22 19 COFFEE MACH STAFF LOUNGE 20 A 1 800 VA 0 VA 1 15 A IRRIGATION CONTROL 20 17 MICROWAVE STAFF LOUNGE 20 A 1 1000... 180 VA 1 20 A OVER COUNTE RM 14 18 15 MULTIPURPOSE ROOM 14 20 A 1 1080... 180 VA 1 20 A MINI FRIDGE RM 14 16 13 ACCESS CONTROL PANEL 20 A 1 180 VA 360 VA 1 20 A POOL STORAGE 14 11 LOUNGE RM 03/MINI RERI 20 A 1 720 VA 540 VA 1 20 A OFFICE 07 12 9 OFFICES 07/07A 20 A 1 720 VA 540 VA 1 20 A OFFICE 07 10 7 RECEPTION QUAD 20 A 1 360 VA 900 VA 1 20 A ROOM 16 FIRST AID 8 5 LOBBY/TV 20 A 1 720 VA 900 VA 1 20 A WOMEN'S RESTROOM 6 3 EXTERIOR GFI OUTLETS 20 A 1 540 VA 720 VA 1 20 A MEN'S RESTROOM 4 1 EXTERIOR GFI OUTLETS 20 A 1 360 VA 1080... 1 20 A CORRIDOR 02/08/CIRCULATION 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:125 A Mounting:SURFACE Wires:4 Mains Rating:225 A Supply From:DMB Phases:3 Mains Type:C.B Location:Space 38 Volts:120/208V A.I.C. Rating:14K Branch Panel: LPA Notes: RECEPTACLE LOADS 0 VA 0.00% 0 VA NON CONTINUOUS LOADS 600 VA 100.00% 600 VA Total Est. Demand Current:55 A MOTOR LOADS 19184 VA 100.00% 19184 VA Total Conn. Current:55 A LIGHTING LOADS 0 VA 0.00% 0 VA Total Est. Demand:19784 VA KITCHEN LOADS 0 VA 0.00% 0 VA Total Conn. Load:19784 VA CONTINUOUS LOADS 0 VA 0.00% 0 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:79 A 45 A 42 A Total Load:9394 VA 5326 VA 5064 VA 41 Space -- 1 -- -- 1 -- Space 42 39 Space -- 1 -- -- 1 -- Space 40 37 Space -- 1 -- -- 1 -- Space 38 35 Space -- 1 -- -- 1 -- Space 36 33 Space -- 1 -- -- 1 -- Space 34 31 Space -- 1 -- -- 1 -- Space 32 29 Space -- 1 -- -- 1 -- Space 30 27 Space -- 1 -- 28 25 26 23 24 21 22 19 20 17 18 15 16 13 -- -- -- 458 VA 360 VA 1 15 A EF-3A/EF-3B 14 11 FC A 2-1/2-2/2-3/2-4 & 2-5 15 A 2 458 VA 198 VA -- -- --12 9 -- -- -- 3328... 198 VA 2 15 A FC A 1-1/FC A 1-2/FC A 1-3 10 7 HPA1-1 45 A 2 3328... 3328... -- -- -- 8 5 SF-3/EF-4/EF-5B 20 A 1 1080... 3328... 2 45 A HPA2-1 6 3 SF-1 20 A 1 1200... 600 VA 1 20 A SF-4/EF-5A/EF-6 4 1 GWH-1/CP-1 15 A 1 840 VA 1080... 1 20 A SF-2/EF-1A/EF-2/EF-1B 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:150 A Mounting:SURFACE Wires:4 Mains Rating:225 A Supply From:DMB Phases:3 Mains Type:C.B Location:Space 38 Volts:120/208V A.I.C. Rating:14K Branch Panel: LPM GENERAL PANEL SCHEDULE NOTES: WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR. WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. ALL BUSSING SHALL BE COPPER. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY. ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITH THESE LOADS, WHERE REQUIRED. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS. PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5 3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. SPECIFIC PANEL SCHEDULE NOTES: "A" PROVIDE LOCK-ON DEVICE "B" PROVIDE LOCK-OFF DEVICE "C" PROVIDE SHUNT TRIP DEVICE "D" PROVIDE GFCI TYPE DEVICE. "E" PROVIDE A RED CIRCUIT FIRE ALARM BREAKER. "F" PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. "G" PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS ON A COMMON YOKE NEC 210.4(B) FURNITURE SYSTEM NEC 605.7) "H" PROVIDE HACR BREAKER "J" EXISTING BREAKER WITH NEW LOAD UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS-BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR- PROVIDED DIRECTORY HOLDER. DIRECTORIES SHALL CONSIST OF LOAD DESCRIPTION AND CIRCUIT NUMBER FOR EACH CIRCUIT BASED ON AS-BUILT PANEL SCHEDULES. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. LOCAL AHJ MAY REQUIRE COPIES OF ENGINEERED PANEL SCHEDULES BE PLACED IN PANEL DIRECTORIES. E.C. TO VERIFY REQUIREMENTS PRIOR TO BID AND INCLUDE ALL COSTS REQUIRED FOR LARGER-THAN-STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF ENGINEERED PANEL SCHEDULES. ALL EQUIPMENT SHALL BE MANUFACTURED BY SIEMENS, OR EQUAL APPROVED. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. LPA LPM DMB H H E R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256 E0.20 - LIGHTING FIXTURE NOTES AND LCP SCHECULES 203141 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PANEL SCHEDULES E5.05 OCH MONROE ST. POOL REPLACEMENT PANEL SCHEDULES `` Notes: Total Est. Demand Current:370 A Total Conn. Current:370 A Total Est. Demand:133120 VA Total Conn. Load:133120 VA NON CONTINUOUS LOADS 33280 VA 100.00% 33280 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:437 A 437 A 277 A Total Load:49920 VA 49920 VA 33280 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 Space -- 1 -- -- 1 -- Space 24 21 Space -- 1 -- -- 1 -- Space 22 19 Space -- 1 -- -- 1 -- Space 20 17 Space -- 1 -- -- 1 -- Space 18 15 -- -- -- 8320... 8320... -- -- -- 16 13 FUTURE EV DUAL CHAGE STATION 100 A 2 8320... 8320... 2 100 A FUTURE EV SINGLE CHARGE SATATION 14 11 -- -- -- 8320... 8320... -- -- -- 12 9 FUTURE EV DUAL CHAGE STATION 100 A 2 8320... 8320... 2 100 A FUTURE EV SINGLE CHAGE STATION 10 7 -- -- -- 8320... 8320... -- -- -- 8 5 FUTURE EV DUAL CHARGE STATION 100 A 2 8320... 8320... 2 100 A FUTURE EV DUAL CHARGE STATION 6 3 -- -- -- 8320... 8320... -- -- -- 4 1 EV CHARGE STATION 100 A 2 8320... 8320... 2 100 A EV DUAL CHARGE STATION 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:400 A Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From:DMB Phases:3 Mains Type:MLO Location:Space 2 Volts:120/208V A.I.C. Rating:14k Branch Panel: EVP Notes: Total Est. Demand Current:22 A RECEPTACLE LOADS 1800 VA 100.00% 1800 VA Total Conn. Current:22 A NON CONTINUOUS LOADS 600 VA 100.00% 600 VA Total Est. Demand:7882 VA MOTOR LOADS 4312 VA 100.00% 4312 VA Total Conn. Load:7792 VA CONTINUOUS LOADS 360 VA 125.00% 450 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:28 A 18 A 20 A Total Load:3296 VA 2160 VA 2336 VA 41 Space -- 1 -- -- 1 -- Space 42 39 Space -- 1 -- -- 1 -- Space 40 37 Space -- 1 -- -- 1 -- Space 38 35 Space -- 1 -- -- 1 -- Space 36 33 Space -- 1 -- -- 1 -- Space 34 31 Space -- 1 -- -- 1 -- Space 32 29 Space -- 1 -- -- 1 -- Space 30 27 Space -- 1 -- -- 1 -- Space 28 25 Space -- 1 -- -- 1 -- Space 26 23 Space -- 1 -- -- 1 -- Space 24 21 Space -- 1 -- -- 1 -- Space 22 19 Space -- 1 -- -- 1 -- Space 20 17 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 18 15 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 16 13 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 14 11 EF-7/EF-13 20 A 1 960 VA 0 VA 1 20 A Spare 12 9 ELECTRICAL ROOM 20 A 1 180 VA 720 VA 1 20 A POOL ROOM GFI OUTLETS 10 7 -- -- -- 416 VA 1260... 1 20 A GFI OUTLETS RESTROOM 8 5 EF-10 15 A 2 416 VA 960 VA 1 20 A EF-8/EF-9 6 3 ROOF OUTLETS 20 A 1 540 VA 720 VA 1 15 A EF-11/EF-12 4 1 GWH-2/CP-2 15 A 1 1020... 600 VA 1 15 A SP-1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:NEMA 1 MCB Rating:100 A Mounting:SURFACE Wires:4 Mains Rating:100 A Supply From:DMB Phases:3 Mains Type:MLO Location:Space 2 Volts:120/208V A.I.C. Rating:14K Branch Panel: LPM1 GENERAL PANEL SCHEDULE NOTES: WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR. WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. ALL BUSSING SHALL BE COPPER. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY. ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITH THESE LOADS, WHERE REQUIRED. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS. PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5 3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. SPECIFIC PANEL SCHEDULE NOTES: "A" PROVIDE LOCK-ON DEVICE "B" PROVIDE LOCK-OFF DEVICE "C" PROVIDE SHUNT TRIP DEVICE "D" PROVIDE GFCI TYPE DEVICE. "E" PROVIDE A RED CIRCUIT FIRE ALARM BREAKER. "F" PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. "G" PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS ON A COMMON YOKE NEC 210.4(B) FURNITURE SYSTEM NEC 605.7) "H" PROVIDE HACR BREAKER "J" EXISTING BREAKER WITH NEW LOAD UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS-BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR- PROVIDED DIRECTORY HOLDER. DIRECTORIES SHALL CONSIST OF LOAD DESCRIPTION AND CIRCUIT NUMBER FOR EACH CIRCUIT BASED ON AS-BUILT PANEL SCHEDULES. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. LOCAL AHJ MAY REQUIRE COPIES OF ENGINEERED PANEL SCHEDULES BE PLACED IN PANEL DIRECTORIES. E.C. TO VERIFY REQUIREMENTS PRIOR TO BID AND INCLUDE ALL COSTS REQUIRED FOR LARGER-THAN-STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF ENGINEERED PANEL SCHEDULES. ALL EQUIPMENT SHALL BE MANUFACTURED BY SIEMENS, OR EQUAL APPROVED. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. LPM1 INV2 EVP Notes: Total Est. Demand Current:1 A Total Conn. Current:1 A Total Est. Demand:298 VA Total Conn. Load:270 VA LIGHTING LOADS 110 VA 125.00% 138 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:1 A Total Conn. Load:270 VA 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 EXIT SIGNS 1 100 A 20 A 15 VA 3 EXTERIOR BUILDING A LIGHTING (LCP) 1 100 A 20 A 42 VA 2 ELECTRICAL ROOM 1 100 A 20 A 24 VA 1 RESTRROMS/CORRIDOOR/LOBBY/FIRST AID 1 100 A 20 A 189 VA CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes: Enclosure: MCB Rating:1 A Mounting: Wires:2 Mains Rating: Supply From:HPA Phases:1 Mains Type:MLO Location:Space 38 Volts:277V A.I.C. Rating: Switchboard: INV2 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203142 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 OUTDOOR PHOTOCELL (WHEN SHOWN ON FLOOR PLAN) PART NUMBER - LSA APS OL D R1 R2 R3 R4 POWER SUPPLY R5 R6 R7 R8 RJ45 RJ45 RELAY DRIVER CARD nLIGHT INTERFACE CARD PHOTOCELL INPUT UL 924 EMERGENCY INPUT STATUS SCODE BREAKER PANEL CIRCUITS ARP NLT 8FCR - +- +- +- +- +- +- +- + DIM4 (+) 8 RELAY PANEL SHOWN. FOR 4 RELAY PANEL, R5 - R8 WILL BE PROVIDED AS SPACES. NEUT HOT GND NEUT HOT LINE LOAD LINE LOAD LINE LOAD LINE LOAD LINE LOAD LINE LOAD LINE LOAD LINE LOAD 0-10V DIMMING OUTPUTS # 1 - 8 0-10VDC OUTPUT TERMINAL BLOCKS #1 - 8 TO LOAD TO LOAD TO LOAD TO LOAD LOAD (R3) LOAD (R2) LOAD (R1) LOAD (R4) N.T.S. TYPICAL DIAGRAM: ARP NLT 4FCR/8FCR GENERAL NOTES: 1. MOTION SENSORS MUST BE PROGRAMMED AS EITHER AUTO ON BETWEEN 50% AND 70% OR AS VACANCY SENSORS. 2. NETWORK AND NADR (AUTOMATIC DEMAND RESPONSE) DEVICES ARE REQUIRED FOR BUILDINGS OVER 10,000 SQ. FT. AND IS .5 WATTS PER SQ. FT. OR MORE. 3. PRODUCTS CAN MEET ANY AND ALL TITLE 24 2022 REQUIREMENTS WHEN CONFIGURED CORRECTLY. 4. MANUFACTURER OR MANUFACTURER AGENT MUST PROVIDE SHOP DRAWINGS FOR APPROVAL. FOR ASSISTANCE WITH CONTROLS LAYOUT AND SUBMITTALS CONTACT PERFORMANCE LIGHTING SYSTEMS AT (949) 878-9000. CAT 5-E (CLASS 2) LINE VOLTAGE 0-10 VDC WIRE LEGEND C B A D 3 #18 AWG FOR ADDITIONAL TECH SUPPORT AND INSTALLATION INFORMATION PLEASE CALL 1.800.535.2465 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING CONTROL DIAGRAM AND DETAILS E6.01 OCH MONROE ST. POOL REPLACEMENT LIGHTING CONTROL DIAGRAM AND DETAILS R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203143 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 TYPICAL WIRING DIAGRAM: PLUG LOAD CONTROLLER FULL SWITCHED N.T.S. CONTROLLED CONTROLLED N RJ45 PORTS nPP20 PL BLUE WHT BLK BLUE H 120V JBOX 12/2 AWG NEUTRAL LINE RJ 4 5 R J 4 5 TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. A A CAT 5-E (CLASS 2) WIRE LEGEND A TYPICAL OFFICE W/ ENABLED FIXTURES AND DAYLIGHT HARVESTING N.T.S. TYPICAL PRIVATE OFFICE WITH ENABLED FIXTURES GENERAL NOTES: TYPICAL WIRING DIAGRAM: NPP16 D TYPICAL WIRING DIAGRAM: NPP16 D ER N.T.S. TYPICAL WIRING DIAGRAM: NPP16 nCM PDT 9 LOCATION nCM ADCX LOCATION nPP16 D ER nWSX LV XX WHITE/NEUTRAL BLACK/LINE IN 120V ORANGE/LINE IN 277V BLUE/TO LINE IN 120V OR 277V BLUE//LINE OUT (RECEPTACLE) nPP20PL WHITE/NEUTRAL BLACK/LINE IN 120V ORANGE/LINE IN 277V BLUE/TO LINE IN 120V OR 277V BLUE//LINE OUTM(RECEPTACLE) nPP20 PL CAT 5-E (CLASS 2) LINE VOLTAGE 0-10 VDC WIRE LEGEND C B A A A A CAT 5-E (CLASS 2) LINE VOLTAGE 0-10 VDC WIRE LEGEND C B A A A A A A BLUE NHN WH T (2)RJ45 PORTS: +40mA EACH nPP16 D 0-10V DIMMING BLK- 120V/ ORN- 277V VIOLET GRAY GRN BL K / O R N BL U E RJ 4 5 R J 4 5 TO ADDITIONAL LUMINAIRES ON SAME ZONE A A BB B B C C LUMINAIRE TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. CAT 5-E (CLASS 2) LINE VOLTAGE 0-10 VDC WIRE LEGEND C B A RJ 4 5 R J 4 5 A A CAT 5-E (CLASS 2) LINE VOLTAGE 0-10 VDC WIRE LEGEND C B A B B B C C B B B B B B B B B B B B B B TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. WH T (2)RJ45 PORTS: +40mA EACH nPP16 SWITCHING ONLY BLK- 120V/ ORN- 277V GRN BL K / O R N BL U E RJ 4 5 R J 4 5 TO ADDITIONAL LUMINAIRES ON SAME ZONE LUMINAIRE A A BB B B BLUE NHN CAT 5-E (CLASS 2) LINE VOLTAGE WIRE LEGEND B A TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. TO ADDITIONAL NLIGHT DEVICES. SEE LAYOUTS. VIOLET GRAY YEL-120V/ RED-277V NORMAL (sense only) GR N BLUE WH / R E D YE L / R E D HN WH T BL K EHEN BL U E EN 0-10V DIMMING ZONE "H"(2)RJ45 PORTS: LOCATION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING CONTROL DIAGRAM AND DETAILS E6.02 OCH MONROE ST. POOL REPLACEMENT LIGHTING CONTROL DIAGRAM AND DETAILS R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203144 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 K ACUITY BRANDS, INC. (NLIGHT) KEYSWITCH NOTES: 1. CONFIRM PRODUCT FINISH/COLOR WITH ARCHITECT PRIOR TO ORDER 2. PUSHBUTTON STATIONS SHALL BE CUSTOM ENGRAVED AS SHOWN IN DETAIL 1/E6.03. COORDINATE PRIOT TO ORDER. SYMBOL #nPOD KEY MOMENTARY KEYSWITCH WITH ON/OFF/RAISE/LOWER CAPABILITY 1 SZ-1B MZ-2 MZ-3 MZ-4B DESCRIPTION MFG MODEL DESCRIPTION NOTES ACUITY BRANDS, INC. (NLIGHT) SINGLE ZONE ON/OFF/DIM #nPODMA DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY 1,2 ACUITY BRANDS, INC. (NLIGHT) 2-ZONE ON/OFF/DIM #nPODMA 2P DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY, 2 ZONES 1,2 ACUITY BRANDS, INC. (NLIGHT) 3-ZONE ON/OFF/DIM #nPODMA 4P DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY, 3 ZONES 1,2 ACUITY BRANDS, INC. (NLIGHT) 4-SCENE ON/OFF/DIM #nPODMA 4P DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY, 4 SCENES 1,2 ACUITY BRANDS, INC. (NLIGHT) SINGLE POLE SWITCH #nPODMA ON/OFF SWITCH 1 ACUITY BRANDS, INC. (NLIGHT) WALL SWITCH SENSOR #nWSXA-PDT-LV-DX WALL SWITCH SENSOR WITH DUAL TECH PIR/MICROPHONICS AND DIMMING CONTROL 1 CEILING OC SENSOR ACUITY BRANDS, INC. (NLIGHT) CEILING OC SENSOR (EXTERIOR LOCATIONS) #nCM-PDT-10 CEILING MOUNTED OCCUPANCY WITH DUAL TECH PIR/ MICROPHONICS, LARGE MOTION ACUITY BRANDS, INC. (NLIGHT) CEILING OC SENSOR (TYPICAL) #nCM-PDT-9 CEILING MOUNTED OCCUPANCY WITH DUAL TECH PIR/ MICROPHONICS, SMALL MOTION ACUITY BRANDS, INC. (NLIGHT) CEILING OC SENSOR (HIGH VOLUME LOCATIONS) #nCM-6 HIGH MOUNT, CEILING MOUNTED OCCUPANCY SENSOR OS LIGHTING CONTROL LEGEND / BASIS OF DESIGN SPECIFICATIONS 1 ZONE (TYP.) FUNCTION ASSIGNMENTENGRAVING ON/OFF RAISE LOWER CONTROLLED ZONE(S) FADE ON/OFF CONTROLLED ZONE(S) RAISE INCREMENTALLY CONTROLLED ZONE(S) LOWER INCREMENTALLY FUNCTION ASSIGNMENTENGRAVING ZONE ZONE ON ZONE PRESS: (zones a,b,c) AT 100% MASTER ON (ALL ZONES) SZ-1B MZ-4B CLASS WHITE ON AV 4-SCENE (CLASSROOMS - TEACHING WALLS, TYP.) ON/OFF ON/OFF CLASS WHITE AV TEST ON OFF ZONETEST OFF MASTER OFF (ALL ZONES)OFF RAISE SELECTED ZONE(S) RAISE INCREMENTALLY LOWER SELECTED ZONE(S) LOWER INCREMENTALLYnPODMA 4P DX nPODMA DX PRESS: (zone b) AT 100%, (zones a,c) AT 50% PRESS: (zone b) AT 10%, (zones a,c) AT 50% PRESS: occupancy sensor override for 3 hours NOTES: 1. ALL ON/OFF TRANSITIONS IN LIGHITNG TO INCLUDE A 3 SECOND FADE RATE. SCENE TRANSITIONS TO OCCUR IMMEDIATELY UPON BUTTON TRIGGER. 2. WHERE OCCUPANCY SENSORS OR PUSHBUTTON STATIONS TRIGGER AN "ON" FUNCTION, PROGRAM LIGHTS TO COME ON TO 100% UNLESS NOTED OTHERWISE OS P ACUITY BRANDS, INC. (NLIGHT) #nCM-9 CEILING MOUNTED OCCUPANCY , SMALL MOTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING CONTROL DIAGRAMS AND DETAILS E6.03 OCH MONROE ST. POOL REPLACEMENT LIGHTING CONTROL DIAGRAMS AND DETAILS R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203145 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 FINISHED FLOOR OVER OBSTRUCTIONMOUNTING HEIGHT FINISHED FLOOR 44 " M A X . - F O R W A R D R E A C H OV E R A N O B S T R U C T I O N TOP OF DEVICE TO BOTTOM OF DEVICE TOP OF DEVICE 48 " M A X . 15 " M I N . 24" MAX 34 " M A X 46 " M A X . - S I D E A P P R O A C H LPA EXTERIOR FACE OF HVAC OR OTHER EQUIPMENT ENCLOSURE TOP OF ROOF RAINTIGHT WHILE IN-USE RECEPTACLE WITH CAST J-BOX PER SPECIFICATIONS. AS REQUIRED TO MOUNT ON SUPPORT SYSTEM BUT NO LESS THAN 15" AFR RGS CONDUIT EXTENDING A MINIMUM OF 12 INCHES ABOVE THE ROOF TO ALLOW FLASHING OF PENETRATION - USE OF EMT FOR ROOF PENETRATION IS NOT ALLOWED. 2 CONDUIT SUPPORTS REQUIRED PER PENETRATION. PROVIDE UNISTRUT AS NECESSARY TO SPAN BETWEEN ROOF SUPPORT MEMBERS. COORDINATE ALL ATTACHMENTS WITH ARCHITECT PRIOR TO ROUGH-IN. LEAD ROOF FLASHING UON PER SPECIFICATIONS, ARCHITECTURAL PLANS AND SMACNA STANDARDS. SEAL CONDUIT AT FLASHING AS REQUIRED (TYP). LIQUID TIGHT CONDUIT RUN CONDUIT AS REQUIRED NOTE: OFFSET CONDUIT A MINIMUM OF 12" FROM EQUIPMENT CURB AND EQUIPMENT AT ROOF PENETRATION SO THAT CONDUIT FLASHING CLEARS OTHER STRUCTURES/OTHER FLASHING. FIELD VERIFY REQUIRED DISTANCE. EQUIPMENT CURB FASTEN TO ROOF TOP MECHANICAL EQUIPMENT, SUPPLEMENTED WITH UNISTRUT AS REQUIRED, IN A MANNER AND LOCATION ACCEPTABLE TO THE LOCAL AHJ AND THE M.C. COORDINATE WITH BOTH PRIOR TO ROUGH-IN. NOTE: CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL CONNECTION POINTS AND ROUTING OF CONDUIT AND CONDUCTORS WITH THE EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. WHERE ROOF-MOUNTED EQUIPMENT IS MANUFACTURED TO BE FED FROM WITHIN MECHANICAL CURB ASSEMBLY - SEPARATE ROOF PENETRATIONS FOR WIRING CONNECTIONS SHALL NOT BE PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN ACCESSIBLE CEILING SPACE LOCATION. LPA TOP OF ROOF NOTE: OFFSET CONDUIT A MINIMUM OF 12" FROM PARAPET, SCREEN WALL SUPPORT(S) AND EQUIPMENT AT ROOF PENETRATION SO THAT CONDUIT FLASHING CLEARS OTHER STRUCTURES/OTHER FLASHING. FIELD VERIFY REQUIRED DISTANCE. RAINTIGHT WHILE IN-USE RECEPTACLE WITH CAST J-BOX PER SPECIFICATIONS. EXTERIOR FACE OF SCREEN WALL OR PARAPET FASTEN TO SCREEN WALL HORIZONTAL AND/OR VERTICAL SUPPORTS, SUPPLEMENTED WITH UNISTRUT AS REQUIRED. DO NOT FASTEN TO SCREEN WALL CLADDING. FASTENING DIRECTLY TO PARAPET SHALL BE ALLOWED ONLY IF FASTENERS DO NOT PENETRATE THE ROOFING SYSTEM. AS REQUIRED TO MOUNT ON SUPPORT SYSTEM BUT NO LESS THAN 15" AFR RGS CONDUIT EXTENDING A MINIMUM OF 12 INCHES ABOVE THE ROOF TO ALLOW FLASHING OF PENETRATION - USE OF EMT FOR ROOF PENETRATION IS NOT ALLOWED. 2 CONDUIT SUPPORTS REQUIRED PER PENETRATION. PROVIDE UNISTRUT AS NECESSARY TO SPAN BETWEEN ROOF SUPPORT MEMBERS. COORDINATE ALL ATTACHMENTS WITH ARCHITECT PRIOR TO ROUGH-IN. LEAD ROOF FLASHING UON PER SPECIFICATIONS, ARCHITECTURAL PLANS (13/A8.21) AND SMACNA STANDARDS. SEAL CONDUIT AT FLASHING AS REQUIRED. (TYP). LIQUID TIGHT CONDUIT RUN CONDUIT AS REQUIRED LPA UNISTRUT (TYP.) 1 # * cu., 3/4"C. TO METAL UNDERGROUND WATER PIPE AND OR INTERIOR METAL WATER PIPE WITHIN 5' OF POINT OF ENTRANCE INTO THE BUILDING PER ART. 250.52(A)(1). FINISHED FLOOR MAIN BONDING JUMPER SHALL BE SIZED AS FOLLOWS: GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED AS FOLLOWS: 2,000A 0-200A 201-400A OVER 401A 2,500A 4,000A 3,000A SERVICE SIZE SERVICE SIZE 0-1,000A 1,600A 1,200A #300KCMIL #4 #3/0 #1/0 G.E.C. SIZE #500KCMIL #600KCMIL #500KCMIL M.B.J. SIZE #250KCMIL #3/0 #4/0 0-200 FT. OVER 200 FT. #3/0 #1/0 TELECOMMUNICATIONS GROUND CONDUCTOR MINIMUM SIZE SHALL BE BASED ON DISTANCE BETWEEN TELECOMMUNICATIONS ROOM AND SYSTEM GROUNDING BUS BAR AS FOLLOWS: 1 # *** cu., 3/4"C. TO TELECOMMUNICATIONS ROOM BACKBOARDS & GROUNDING BUS BARS. IF PROVIDED IN PROJECT DRAWINGS, SEE TELECOM PATHWAYS & GROUNDING RISER FOR ADDITIONAL REQUIREMENTS. 1 # ** cu. TO GROUNDED CONDUCTOR PER ART. 250.102. PROTECTED WITH CODE-SIZED EMT, IMC, OR RIGID CONDUIT AS CONDITIONS DICTATE. 1 # * cu., 3/4"C. TO EFFECTIVELY GROUNDED METAL FRAME OF THE BLDG. PER ART. 250.52(A)(2). (1) MINIMUM 20 FT. LENGTH OF #4 MINIMUM/ 1# * BARE COPPER ENCASED IN MINIMUM 2" OF CONCRETE ALL AROUND PER ART. 250.52(A)(3). WHEN A GROUND RING IS REQUIRED ELSEWHERE IN THESE DRAWINGS, PROVIDE BARE cu CONDUCTOR CONNECTION EQUAL IN SIZE TO GROUND RING CONDUCTOR BUT NOT LESS THAN #2 BARE cu., PER ART. 250.52(A)(4). 1 #6 cu., 1/2"C. TO ELECTRODE PER ART. 250.52(A)(5), (A)(6), (A)(7) & 250.53 WHERE NONE OF THE ELECTRODES IN ART. 250.52 (A)(1), (A)(2), (A)(3) & (A)(4) ARE AVAILABLE. PROVIDE CONNECTION OF GROUNDING CONDUCTORS BONDING JUMPERS PER ART.250.8 (TYPICAL) USING 2-HOLE CONNECTORS. 1 # *** cu., 3/4"C. TO UTILITY CO. TELEPHONE/CATV BACKBOARD. (3) SPARE DRILLED CONNECTION POINTS TO GROUND BUS LOCATED WITHIN BUILDING SERVICE SWITCHGEAR. PROVIDE PERMANENT TAG TO IDENTIFY EACH CONDUCTOR. 1/4"x3"x LENGTH AS REQUIRED. COPPER GROUND BUS OUTSIDE SWITCHBOARD, DRILLED AND TAPPED AS REQUIRED. PROVIDE PHENOLIC LABEL INDICATING "MAIN ELECTRICAL SERVICE GROUND". SEE ELECTRICAL SPECIFICATIONS FOR MORE INFORMATION. PROVIDE BONDING WITH 1# ** cu., 1 1/4"C. TO NEAREST METAL,WATER PIPE (HOT, COLD, SPRINKLER, SEWER, BUILDING MOUNTED - INTERIOR OREXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, GAS PIPE, HVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (B), & (C) 1#6 CU TO RAISED FLOOR PEDESTALS PER NEC ART. 645.15. SEE DETAIL 10 THIS SHEET FOR ADDITIONAL GROUNDING INFORMATION AND REQUIREMENTS. *** ** * LPA ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL DETAILS E7.01 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL DETAILS N.T.SADA DEVICE MOUNTING 14 N.T.SEQUIPMENT MOUNTED SWITCH/RECEPTACLE MOUNTING DETAIL 03 N.T.CPARAPET SCREEN WALL SWITCH/RECEPTACLE MOUNTING DETAIL 02N.T.SMAIN SYSTEM GROUNDS BUS 08 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203146 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ACCESSORIES ACCESSORIESTYPE TYPEAMP/P RATING AMP/P RATING NO NO CKT CKT CONN CONN PHASE BUS PHASE BUS EACH SIDE MOUNTING 31.50" SIZE MAX FRAME ON RIGHT ON LEFT BØ CØ AØ FRONT BACK PHASE BUS N S 4.50" BLANK 4.50" BLANK 4.50" BLANK 1.50" BLANK 1.50" BLANK /3/3 /3BRANCH MOUNTED MAIN 4.50" BLANK 4.50" BLANK /3 /3 /3 /3 /3 J P HCP Modbus with Logging PM5563 B A C Modbus with Logging PM5563 B A C PM5563,Std. LI 80% MG 800AT A B C 800AS 2Energy LSI 80%HG100AT 100AS A B C 4Energy LSI 80%JG150AT 250AS A B C 6Energy LSI 80%JG150AT 250AS A B C 8Energy LSI 80%JG175AT 250AS A B C 10Energy LSI 80%JG200AT 250AS A B C ELECTRICAL DATA SYSTEM: 208Y/120V 3Ph 4W 60Hz System Ampacity: 800A 42kA SYMS. SCCR Fully Rated MAIN: MAIN BREAKER MG 800AS/800AT ACC: PM5563 I-Line Smart Cell ACC: STD LI Bottom FEED 65kA AIR INCOMING CONDUCTORS(S) PER NEC, CEC, NOM: Wire Bending Space: Phase Lugs:1 - (3) 3/0 - 500 kcmil -----------BRANCH SUMMATION----------- 1 - 100A/3P HG ENR LSI 1 - 175A/3P JG ENR LSI 2 - 150A/3P JG ENR LSI 1 - 200A/3P JG ENR LSI PHYSICAL DATA ENCLOSURE Type 1 Surface with Door FRONT CAT#: HCW68TSD BOX CAT#: HC4268DBEXTS DIMENSIONS: 80''(2032mm)Hx42"(1067mm)Wx9.5''(241mm)D WIRE BENDING SPACE: TOP - 11.66"(296mm) BOTTOM - 16.32"(415mm) RIGHT SIDE - 8.77"(223mm) LEFT SIDE - 8.66"(220mm) PBA: 418 BUSSING: 800A RATED COPPER BUS Tin Plated OPTIONAL FEATURES: SEISMICALLY QUALIFIED : IBC/ASCE7/CBC/NBCC SHIP COMPLETELY ASSEMBLED INCREASE TOP END GUTTER 12" Copper GROUND BAR COPPER SOLID NEUTRAL (Continued on next page.) CONDUIT ENTRY APPROXIMATE CENTER OF GRAVITY APPROXIMATE CENTER OF GRAVITY ENTERING SIDE ACCESS POINT ENTERING BOTTOM ACCESS POINT 32.75 [832] 40.07 [1018] 57.50 [1461] 25.75 [654] 3.81 [97] 11.24 [286] 20.60 [523] 20.34 [517] 20.60 [523] 4.81 [122] 23.75 [603] .75 [19] 9.55 [243] 4.01 [102] 32.05 [814] 5.00 [127] 4.21 [107] 4.78 [121]4.78 [121] .63 DIA [16] (4 PLACES) 1.66 [42] 36.75 [934] ACCESSORY WEATHERSHIELD ACCESSORY WEATHERSHIELD 7400WS25J SEISMIC QUALIFICATION TO BE COMPLIANT WITH THE SEISMIC REQUIREMENTS OF ASCE/SEI 7, THIS UNIT IS SELF CERTIFIED TO ICS ES AC156 BY SHAKE TABLE QUALIFICATION TESTING THE ENCLOSURE ABOVE IS 25J. NOTES: cULus LISTED TO UL1561 AND C22. 2No47, FILE NUMBER E6868 NEMA ST-20 (2014) ROUTINE TESTS ARE COMPLETED ON ALL UNITS. MANUFACTURED IN ISO9001 FACILITIES GREEN PREMIUM (RoHS/REACH COMPLIANT, PRODUCT ENVIRONMENTAL PROFILE) REGISTERED TO DOE VIA 10 CFR 429 & NRCAN MINIMUM SIDE AND REAR CLEARANCE 1/2 INCH PER UL1561 ALCOVE TESTING. FRONT ACCESS MUST COMPLY WITH NEC WORK SPACE REQUIREMENTS. WIRE ACCESS SHOWN SHADED ABOVE. LOCATIONS ARE FRONT SIDES AND FRONT BOTTOM. TRANSFORMER SPECIFICATION 300kVA 3 PHASE 60 HERTZ 49DB PRIMARY VOLTAGE: 480V Delta, 6 - 2.5% 2+4- Taps SECONDARY VOLTAGE: 208Y/120V 150 Deg C RISE ABOVE 40 Deg C AMBIENT 220 Deg C INSULATION SYSTEM Copper WINDING MAXIMUM WEIGHT: 1,869 LBS Type 1 Standard Painted ANSI 49 Grey MINIMUM EFFICIENCY 98.94% @ 35% LOADING 75 Deg C COMPLYING WITH 10 CFR 431 (78 FR 23335-APRIL 18, 2013) 90.00 [2286] 24.00 [610] 91.50 [2324] LEFT SIDE VIEW 90.00 [2286] 24.00 [610] FLOOR PLAN - FRONT .75/[19] DIA MTG HOLES OFFSET 3.00/[76] TYP FROM SIDE 1.50 [38] 21.00 [533] 24.00 [610] 30.00 [762] 1.50 [38] 14.25 [362] 25.00 [635]2.50 [64] 30.00 [762] 2.8 3.1 31.00 [787] 11.85 [301] 5.4 36.00 [914] TOP VIEW - FRONT 24.00 [610] 2.50 [64] 14.75 [375] 31.00 [787]2.50 [64] 2.50 [64] 1.50 [38] 91.50 [2324] SECT 30.00 [762] 22.5 22.5 22.5 22.5 SECT 30.00 [762] 9 3 15 15 CLIP CT DWG EUSERC DWG 3 3 28.5 4.5 6 3 SECT 36.00 [914] 13.5 63 63 SL 13.5 DUAL DIMENSIONS: INCHES MILLIMETERS 1 :Denotes Sealing Screws EUSERC Terminations DWG 345, 347 San Diego G&E (CA) 2 :Denotes Sealing Screws 332 320 15 San Diego G&E (CA) 3 SWITCHBOARD GENERAL NOTES PRODUCT DESCRIPTION & RATINGS Power System Data Bus System Data Enclosure Data Estimated Shipping Weight Code Standards Rating Nameplates PRODUCT INFORMATION Wiring Instruction Bulletins Product Accessories/Options 19.5 in T-bus 19.5 in T-bus 19.5 in T-bus 480Y/277V 3Ph 4W 60Hz / 3 Phase Wye Solidly Grounded System Short Circuit Current Rating: 65kA RMS Incoming Section 1 Cable Through the Bottom Left of Lineup 800A Silver Plated Copper Main Bus (2) .25x1.50 IN/6x38 mm Cu Bus Bar Per Phase/Neutral (1) .25x.875 IN/6x22 mm Cu Ground Bus Type 1 Free Standing Exterior Paint Color: ANSI 49 Front Accessibility Only Required Handling: Rollers & Lifting Assemblies Rodent barriers Utility sealing hardware installed for unmetered bus compartments Base channels cannot be removed from EUSERC switchboard line-ups Utility sealing hardware installed for unmetered bus compartments Shipping Split 1 485.00 lbs / 220.00 kgs Shipping Split 2 785.00 lbs / 356.08 kgs Shipping Split 3 855.00 lbs / 387.83 kgs Complete Lineup 2125.00 lbs / 963.90 kgs U.L. Deadfront and suitable for use as Service Entrance when not more than six (6) disconnecting means are provided. ST1- Deadfront - Section Bus 800A ST2- Service Entrance - Section Bus 800A ST3- Deadfront - Section Bus 800A All wiring to be Machine Tool Wire type Reference 80043-055 For Handling, Installation, Anchoring, Inspection And Maintenance Information Hinged Front Gutters Covers Section 3 SS 1 30.00 [762] Lineup 96.00 [2438] SS 2 30.00 [762] SS 3 36.00 [914] WEIGHT: 752 LBS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL DETAILS E7.02 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL DETAILS 1/8" = 1'-0"DMB 800A 120/208V PANELBOARD 081/8" = 1'-0"300KVA TRANSFORMER 14 1/8" = 1'-0"PMB 600A 277/480V SWITCHBOARD 1 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203147 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 EQUIPMENT MOUNT. ANCHOR PER NOTE 1 OR 2. MECHANICAL ANCHORS (PER GENERAL NOTES) - SEE NOTE 1 & 2 PMB ANCHORAGE SCHEDULE - FLOOR MOUNTED EQUIPMENT EQUIPMENT T1 TYPICAL ELEVATION WEIGHT (lbs) 2125 HEIGHT (in) 90 WIDTH (in) 110 DEPTH (in) 20 1869 57.5 40.07 32.75 QUANTITY OF ANCHOR ROWS 2 2 MECH'L ANCH. Ø 1/2" 1/2" QUANTITY OF ANCHOR POINTS PER ROW 3 2 QUANTITY OF ANCHS. PER POINT 1 1 AT SLAB ON GRADE EQUIPMENT- FOR DIMENSIONS SEE SCHEDULE BELOW EFFECTIVE EMBED PER NOTE 1 OR 2. 6" THICK HOUSEKEEPING PAD PER STRUCTURAL DETAIL 8/S6.93 HE I G H T PLAN VIEW EXTERIOR MOUNTINGPLAN VIEW INTERIOR MOUNTING QUANTITY OF ANCHOR ROWS PER SCHEDULE WIDTH DE P T H QUANTITY OF ANCHOR POINTS PER ROW PER SCHEDULE QUANTITY OF ANCHOR ROWS PER SCHEDULE NOTES: 1. INSTALL PER ICC ESR-1917 WITH SPECIAL INSPECTION. FOR 1/2" DIA. HILTI KB-TZ2, PROVIDE 3 1/4" EFFECTIVE EMBED. FOR 5/8" DIA. HILTI KB-TZ2, PROVIDE 4" EFFECTIVE EMBED. MIN. 6" THICK CONCRETE, MIN. 3" EDGE DISTANCE, AND MIN 12" SPACING, U.NO., IN 4,000 psi NORMAL WT. CONCRETE. 2. ALL OTHER UNITS (150# MAX.) ARE PERMITTED TO USE 3/8" DIA. x 1 5/8" LONG HILTI KWIK HUS-EZ PER ICC ESR- 3027. PROVIDE A MIN. OF 3" EDGE DISTANCE ON A 4" NORMAL WT. CONCRETE HOUSE KEEPING PAD (f'c = 4,000 psi) EFFECTIVE DISTANCE PER NOTE 1 OR 2. 3" 3" INTEGRAL MOUNTING BRACKET PER MANUFACTURER INV-1 1257 24 48 25 21/2" 3 1 LPA SIDE ELEVATION TYPE B BACKING AT PANEL PER 01/S6.91 EQUIPMENT SCREWS PER NOTE 1 DEPTH METAL STUD FRAMING DMB ANCHORAGE SCHEDULE - WALL MOUNTED ELECTRICAL EQUIPMENT EQUIPMENT LOCATION (ROOM NO.) VARIOUS WEIGHT (lbs) 752 HEIGHT (in) 80 WIDTH (in) 42 DEPTH (in) 9.5 NOTE: 1. SEE STRUCTURAL DETAIL 09/S6.91 FOR ANCHORAGE REQUIREMENTS. HE I G H T LPA SUB-PANELS VARIOUS 95 38 20 5.75 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ELECTRICAL DETAILS E7.03 OCH MONROE ST. POOL REPLACEMENT ELECTRICAL DETAILS N.T.S.TYPICAL BOTTOM MOUNTED EQUIPMENT SCHEDULE AND DETAILS 02N.T.STYPICAL WALL MOUNTED EQUIPMENT 08 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203148 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 WARNING WARNING WARNING PHOTOVOLTAIC DC DISCONNECT INV # PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN. OPERATE THIS SWITCH TO INITIATE SHUTDOWN. WARNING: PHOTOVOLTAIC POWER SOURCE MAIN PHOTOVOLTAIC SYSTEM AC DISCONNECT DC COMBINERS/DISCONNECTS ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PER NEC 690.17(E) INVERTER AC CONNECTION PHOTOVOLTAIC SYSTEM AC OUTPUT RATED AC OUTPUT CURRENT: 80 A NOMINAL OPERATING AC VOLTAGE: 480 V PER NEC 690.54 HEADER: BLACK WITH WHITE LETTERING E4 MAIN AC DISCONNECT ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PER NEC 690.17(E) ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED PER NEC 690.35(F) PHOTOVOLTAIC SYSTEM DC DISCONNECT RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX SYSTEM CURRENT - AMPS - VDC - VDC - AMPS PER NEC 690.15, 690.14(C)(2), 690.13(B) HEADER: BLACK WITH WHITE LETTERING PV RACEWAYS PER NEC 690.13(B) RED BACKGROUND WITH REFLECTIVE LETTERING REPLACE '#' IN LABEL ABOVE WITH ASSOCIATED INVERTER NUMBER. RAPID SHUTDOWN RED BACKGROUND WITH REFLECTIVE LETTERING PER NEC 690.56(C)(3) PER 690.31(G)(3), IFC 605.11.1.2 RED BACKGROUND WITH REFLECTIVE LETTERING RED BACKGROUND WITH REFLECTIVE LETTERING PER NEC 690.13(B), IFC 605.11.1.3 PHOTOVOLTAIC SYSTEM AC OUTPUT RATED AC OUTPUT CURRENT: 720 A NOMINAL OPERATING AC VOLTAGE: 480 V PER NEC 690.54 HEADER: BLACK WITH WHITE LETTERING (VALUES PER MANUFACTURER) UNIRAC SOLARMOUNT RAIL (TYP.) SUNPOWER MAXEON 3 SOLAR PANEL UNIRAC SOLARMOUNT MID CLAMP (TYP.) UNIRAC SOLARMOUNT END CLAMP (TYP.) SUPPORT FRAME PER STRUCTURAL DETAIL 15/S6.91 (TYP.) 1/4" T-BOLT (INSTALLATION TORQUE 10 FT-LBS) 1/4" T-BOLT (INSTALLATION TORQUE 10 FT-LBS) 32" MAX BETWEEN SUPPORTS (TYP.) 1 GENERAL NOTES: UNIRAC SOLARMOUNT SPLICE BAR (TYP). SPLICE WHERE OCCURS. REFER TO 20/E7.04 FOR TYPICAL ENLARGED SPLICE BAR DETAIL. UNIRAC SOLARMOUNT EXPANSION JOINT (TYP). 16" MAX. FROM SUPPORT FRAME TO EXPANSION JOINT (TYP). REFER TO 20/E7.04 FOR TYPICAL ENLARGED EXPANSION JOINT DETAIL. 16" MAX RAIL CANTILEVER (TYP). PV PANEL ANCHOR POINTS (TYP). 2 2 1 1 2 .5 " 8 .2 5 " 16" 3 3 3/8" DIA. LINDAPTER HOLLO-BOLT PER ICC ESR-3330 W/ NEOPRENE WASHER, TYP. (INSTALLATION TORQUE 33 FT-LBS) 3/8" T-BOLT (INSTALLATION TORQUE 30 FT-LBS) L-FOOT W/T-BOLT 3/8" SERR FLG HEX NUT 4 4 5/16"-18 TYPE F THREAD CUTTING SCREWS NOTE THAT ONLY 1 SCREW IS USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AND EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INCLUDED INSTRUCTION. TYPICAL SPLICE BAR DETAIL 1 2" TYPICAL EXPANSION JOINT DETAIL ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PV DETAILS E7.04 OCH MONROE ST. POOL REPLACEMENT PV DETAILS 1/8" = 1'-0"PV WARNING LABELS 04 1/8" = 1'-0"PV DETAILS 02 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203149 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 6" MAX #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS - ONE SHOWN FOR CLARITY. USE OF INTEGRAL FIXTURE SUPPORT TABS OR UL-LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL AHJ. LIGHT FIXTURE. DETAIL IS TYPICAL FOR MOST RECESSED TROFFER AND LINEAR FIXTURES. INTEGRAL SUPPORT TAB OR HARDWARE PER MANUFACTURER SUPPORT CABLE ATTACHMENT TO STRUCTURE PER ARCH. DETAIL GENERAL NOTES: 1. INSTALLATION SHALL COMPLY WITH LATEST PUBLISHED EDITION OF THE INTERPRETATION OR REGULATION MANUAL" IR 25-2.19 AS ISSUED BY THE DIVISION OF THE STATE ARCHITECT. 2. ATTACHMENT TO CEILING / STRUCTURE SHALL NOT AFFECT ASSEMBLY RATING. 3. INSTALL SAFTEY WIRES PER THE FOLLOWING: A. FIXTURES @ LESS THAN 56 LBS: INSTALL (2) #12 GA. SAFETY WIRES (SLACK.) ONE ON EACH END OF FIXTURE DIAGONALLY OPPOSED AND CONNECTED TO STRUCTURE ABOVE. B. FIXTURES @ 56 LBS OR GREATER: INSTALL (4) #12 GA SUPPORT WIRES (TAUT). ONE ON EACH CORNER OF FIXTURE CONNECTED TO STRUCTURE. WIRES SHALL SUPPORT (4) TIMES THE WEIGHT OF THE FIXTURE. C. FIXTURES @ LESS THAN 56 LBS AND 4'X4' MIN IN SIZE: INSTALL (4) #12 GA. SAFETY WIRES (SLACK) AT EACH CORNER OF THE FIXTURE. FOR GRID AND GRID SUPPORT/ATTACHMENT TO STRUCTURE, REFER TO ARCHITECTURAL DETAILS ON XX/A9.XX XX/A9.XX REFER TO STRUCTURAL DRAWINGS. BOND EQUIPMENT GROUND TO POLE. BRANCH CIRCUIT CONDUIT PER SITE PLAN. PROVIDE MINIMUM COVER OF 24" FROM FINISH GRADE. POLE ANCHOR BOLTS PER MANUFACTURER SPEC'S. (PROVIDE EXTENDED BOLTS FOR THRU CONCRETE PAD) NOTES 1 2 3 4 5 HANDHOLE AND GROUND CONNECTION W/ NON- FERROUS TAMPER PROOF SCREWS 2 4 1 1 X" 3" ( M I N ) REFER TO STRUCTURAL DRAWINGS POLE, REFER TO LIGHT FIXTURE SCHEDULE ANCHOR BOLT COVER, SAME FINISH AS POLE PER LANDSCAPE DRAWINGS CONCRETE BASE REBAR FINISH GRADE GALVANIZED BASE PLATE BOLTS AND WASHERS 5 3 1 1 SEE LANDSCAPE DETAIL XX/LX.XX NOT FOR DSA APPROVAL, PER IR A22 2.1.2.1. SEE STRUCTURAL DETAIL XX/SX.XX LIGHTING FIXTURE TYPE AS INDICATED ON PLANS TO LIGHTING FIXTURE OUTLET J-BOX ON SLAB ABOVE ATTACHMENT TO STRUCTURE (TYPICAL ONE EACH CORNER). REFER TO ARCHITECTURAL DETAIL ATTACH FRAME-IN KIT TO CEILING SYSTEM CHANNELS PER MANUFACTURER INSTRUCTIONS XX/A9.XX LIGHT FIXTURE WALL PER ARCHITECTURAL PLANS 27 " M A X / 8 0 " M I N . A . F . F IF FIXTURE IS NOT LOCATED 27" MAX. OR 80" MIN. A.F.F./A.F.G. FIXTURE MAY NOT EXCEED 4" MAX. PROJECTION. MOUNTING PER STRUCTURAL DETAIL (X/SX.XX) (DSA ONLY) PROJECTION MAX WEIGHT: XX LBS CEILING MATERIAL FIXTURE FLANGE WHERE OCCURS CONTRACTOR TO FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS ATTACHMENT TO STRUCTURE (TYPICAL ONE EACH CORNER). REFER TO ARCHITECTURAL DETAIL XX/A9.XX CANOPY, SLIP RING, AND CABLE COUPLER PER MANUFACTURER 1/16" DIAMETER MIN. MOUNTING/SUPPORT CABLE AND POWER CORD PER MANUFACTURER BUSHING AND NPT FITTING TO J-BOX LUMINAIRE CABLE COUPLER (GRIPLOCK SYSTEMS #CC-UNICROSS) CONNECTING SEISMIC SWAY CABLES AND FIXTURE SUPPORT CABLE (4) #12 SPLAY WIRES PER FIXTURE ((2) ON EACH END OF FIXTURE), SPLAYED @ 45° FROM LONGITUDINAL AXIS OF FIXTURE 6" M A X . A. SECTION B. PLAN LUMINAIRE (4) #12 SPLAY WIRES PER FIXTURE ((2) ON EACH END OF FIXTURE), SPLAYED @ 45° FROM LONGITUDINAL AXIS OF FIXTURE 45.00° B A CEILING SYSTEM PER ARCHITECTURAL DRAWINGS ATTACH TO STRUCTURE (SEE ARCHITECTURAL DETAIL XX/A9.XX) (SEE DETAIL 24/EX.XX) NOTES: 1. SUSPENSION SYSTEMS FOR LIGHT FIXTURES WHICH, AS INSTALLED, ARE FREE TO SWING A MINIMUM OF 45° FROM THE VERTICAL IN ALL DIRECTIONS BELOW THE CEILING WITHOUT CONTACTING OBSTRUCTIONS SHALL BE ASSUMED TO COMPLY WITH THE LATERAL- FORCE REQUIREMENTS OF 2. IF FIXTURES CANNOT SWING A MINIMUM OF 45° FROM THE VERTICAL IN ALL DIRECTIONS WITHOUT CONTACTING OBSTRUCTIONS, PROVIDE ALL COMPONENTS NECESSARY FOR CABLE SEISMIC BRACING SYSTEM TO LIMIT MOVEMENT OF CABLE HUNG FIXTURES. 3. ALL COMPONENTS SHALL BE APPROVED FOR A COMPLETE CODE- COMPLIANT SEISMIC BRACING SYSTEM TO LIMIT MOVEMENT OF CABLE HUNG FIXTURES. CABLE BRACING SYSTEM SHALL NOT BE DRAWN TAUT TO AVOID DAMAGING THE BRACING SYSTEM DURING WALL MOVEMENT CAUSED BY EARTHQUAKES. ADJUST TENSION PER BRACING SYSTEM MFGR RECOMMENDATIONS. 4. SUPPORT TYPICAL FOR FEED & NON FEED POINT (WITHOUT J-BOX AND FLEX). 5. SHOULD A CONFLICT OCCUR BETWEEN FIXTURE SUPPORT DETAIL AND HVAC DUCT ROUTING, EC SHALL INCLUDE ALL COSTS IN BASE BID TO PROVIDE A UNISTRUT "TRAPEZE" WITH 3/8" DIA THREADED ROD HANGERS AROUND THE HVAC DUCT OR OTHER OBSTRUCTION. TRAPEZE SHALL BE SUBMITTED TO PROJECT STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR OF ORDERING TRAPEZE MATERIAL. (SEE ARCHITECTURAL DETAIL XX/A9.XX) 2019 CBC SECTION 1617A.1.18-21, ASCE 7-13 ANCHOR BOLTS AND LEVELING NUTS BY POLE MANUFACTURER PROVIDE SLEEVE THRU CONCRETE CAP, REMOVE AFTER POUR AND FILL WITH W.P. CAULK OR MASTIC FLANGE AT BOTTOM OF POLE FOR MOUNTING POLE FINISH GRADE PER LANDSCAPE DRAWINGS POLE BASE COVER, BY POLE MANUF. CONCRETE PAD AND FINISH PER LANDSCAPE DRAWINGS POLE POLE BASE COVER, BY POLE MANUFACTURER (ROUND OR SQUARE PER MANUFACTURER) 1 1 1 4 3 5 2 REFER TO STRUCTURAL DRAWINGS. BOND EQUIPMENT GROUND TO POLE. BRANCH CIRCUIT CONDUIT PER SITE PLAN. PROVIDE MINIMUM COVER OF 24" FROM FINISH GRADE. POLE ANCHOR BOLTS PER MANUFACTURER SPEC'S. (PROVIDE EXTENDED BOLTS FOR THRU CONCRETE PAD) NOTES 1 2 3 4 5 SEE LANDSCAPE DETAIL XX/LX.XX NOT FOR DSA APPROVAL, PER IR A22 2.1.2.1. SEE STRUCTURAL DETAIL XX/SX.XX ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 LIGHTING DETAILS E7.05 OCH MONROE ST. POOL REPLACEMENT LIGHTING DETAILS 1" = 1'-0"RECESSED FIXTURE -GRID CEILING 03 N.T.S.POLE WITH RAISED BASE 07 N.T.S.RECESSED DOWNLIGHT 04 N.T.S.WALL MOUNTED LIGHT FIXTURE 01 N.T.S.RECESSED FIXTURE -HARD CEILING 06 N.T.S.PENDANT FIXTURE -SPLAY BRACING (LINEAR)05 N.T.S.POLE WITH CONCRETE PAD 02 R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203150 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENERGY COMPLIANCE FORMS E8.01 OCH MONROE ST. POOL REPLACEMENT ENERGY COMPLIANCE FORMS R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203151 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 50% CONSTRUCTION DOCS 11/13/2023 90% CONSTRUCTION DOCS 01/29/2024 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 ENERGY COMPLIANCE FORMS E8.02 OCH MONROE ST. POOL REPLACEMENT ENERGY COMPLIANCE FORMS R E E22215R * S T A TE EGISTE OF CAL I F NI O R R * A N G I NEE R E D P SOFESIONA L ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203152 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 GAYLE WAY MO N R O E S T R E E T NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G NO P A R K I N G EV C H A R G I N G ON L Y E V C H A R G I N G O N L Y COMP A C T COMPA C T COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMPA C T COMP A C T 5.4 9.3 6.4 9.0 1.1 1.5 1.5 1.6 1.7 1.8 1.7 1.3 3.5 10.8 5.0 11.0 3.4 13.1 4.8 3.0 1.8 1.4 1.6 2.2 2.1 1.3 0.9 1.6 1.7 1.7 1.4 1.2 1.2 1.8 2.1 1.9 1.7 2.0 1.6 1.5 1.4 2.0 2.4 2.4 3.1 1.9 1.7 1.6 2.2 2.5 2.8 4.4 2.2 2.0 1.7 2.2 2.6 2.7 2.7 2.2 1.9 1.6 2.1 2.4 2.2 2.7 2.3 1.9 1.7 2.1 2.2 2.0 2.6 2.2 1.9 1.8 2.2 2.1 1.8 2.6 2.2 1.9 1.9 2.0 1.9 1.6 2.7 2.3 2.0 1.7 1.7 1.6 1.3 2.8 2.3 2.0 1.6 1.5 1.3 1.2 2.9 2.6 2.3 1.7 1.4 1.3 1.1 3.1 2.6 2.2 1.7 1.4 1.2 1.0 3.4 2.8 2.4 1.9 1.5 1.2 1.0 1.5 3.5 2.8 2.5 2.0 1.5 1.2 1.0 1.2 3.4 2.7 2.4 1.9 1.6 1.3 1.1 3.3 2.6 2.4 1.9 1.6 1.5 1.2 3.2 2.5 2.3 1.9 1.8 1.6 1.4 3.1 2.6 2.3 2.0 2.0 1.9 1.6 3.1 2.6 2.3 2.2 2.2 2.1 1.8 1.3 1.6 2.0 3.1 2.6 2.3 2.0 2.3 2.3 2.1 1.1 1.6 2.0 2.3 2.7 2.5 2.3 1.8 1.4 3.3 2.6 2.3 1.9 2.3 2.5 2.2 1.6 2.4 3.0 3.1 2.6 2.5 1.8 1.1 3.2 2.6 2.3 1.9 2.3 2.7 2.6 1.6 2.2 3.0 3.4 3.2 2.7 1.8 1.3 1.2 1.7 3.0 2.2 2.0 1.8 2.3 2.6 3.0 1.6 2.1 2.5 3.1 3.0 2.7 2.0 1.4 1.1 1.0 2.5 2.0 1.8 1.7 2.2 3.0 3.1 2.9 2.6 2.2 1.9 1.4 1.1 2.1 1.9 1.7 1.6 2.1 0.4 3.3 2.2 2.2 2.1 2.1 1.9 2.3 2.3 2.1 2.0 2.6 2.8 2.5 2.1 2.0 2.1 2.1 2.2 2.3 2.7 2.7 2.5 2.5 2.9 2.8 2.4 2.0 1.8 2.0 2.3 2.7 2.7 2.4 2.5 1.9 2.7 3.9 3.8 2.8 2.2 5.4 9.3 6.4 9.0 1.1 1.5 1.5 1.6 1.7 1.8 1.7 1.3 3.5 10.8 5.0 11.0 3.4 13.1 4.8 3.0 1.8 1.4 1.6 2.2 2.1 1.3 0.9 1.6 1.7 1.7 1.4 1.2 1.2 1.8 2.1 1.9 1.7 2.0 1.6 1.5 1.4 2.0 2.4 2.4 3.1 1.9 1.7 1.6 2.2 2.5 2.8 4.4 2.2 2.0 1.7 2.2 2.6 2.7 2.7 2.2 1.9 1.6 2.1 2.4 2.2 2.7 2.3 1.9 1.7 2.1 2.2 2.0 2.6 2.2 1.9 1.8 2.2 2.1 1.8 2.6 2.2 1.9 1.9 2.0 1.9 1.6 2.7 2.3 2.0 1.7 1.7 1.6 1.3 2.8 2.3 2.0 1.6 1.5 1.3 1.2 2.9 2.6 2.3 1.7 1.4 1.3 1.1 3.1 2.6 2.2 1.7 1.4 1.2 1.0 3.4 2.8 2.4 1.9 1.5 1.2 1.0 1.5 3.5 2.8 2.5 2.0 1.5 1.2 1.0 1.2 3.4 2.7 2.4 1.9 1.6 1.3 1.1 3.3 2.6 2.4 1.9 1.6 1.5 1.2 3.2 2.5 2.3 1.9 1.8 1.6 1.4 3.1 2.6 2.3 2.0 2.0 1.9 1.6 3.1 2.6 2.3 2.2 2.2 2.1 1.8 1.3 1.6 2.0 3.1 2.6 2.3 2.0 2.3 2.3 2.1 1.1 1.6 2.0 2.3 2.7 2.5 2.3 1.8 1.4 3.3 2.6 2.3 1.9 2.3 2.5 2.2 1.6 2.4 3.0 3.1 2.6 2.5 1.8 1.1 3.2 2.6 2.3 1.9 2.3 2.7 2.6 1.6 2.2 3.0 3.4 3.2 2.7 1.8 1.3 1.2 1.7 3.0 2.2 2.0 1.8 2.3 2.6 3.0 1.6 2.1 2.5 3.1 3.0 2.7 2.0 1.4 1.1 1.0 2.5 2.0 1.8 1.7 2.2 3.0 3.1 2.9 2.6 2.2 1.9 1.4 1.1 2.1 1.9 1.7 1.6 2.1 0.4 3.3 2.2 2.2 2.1 2.1 1.9 2.3 2.3 2.1 2.0 2.6 2.8 2.5 2.1 2.0 2.1 2.1 2.2 2.3 2.7 2.7 2.5 2.5 2.9 2.8 2.4 2.0 1.8 2.0 2.3 2.7 2.7 2.4 2.5 1.9 2.7 3.9 3.8 2.8 2.2 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 N 04EM EGRESS ROUTE 1" = 20'-0" E9.11 EM EGRESS PHOTOMETRICS SITE 1" = 20'-0" KEYNOTES GENERAL NOTES R E E22215R * S T ATE EGISTE OF CAL I F NI O R R * A NG I NEE R E D P SOFESIONAL ALDO G E R A RDO B A C U Z ZI ELECTRIC A L 3/31/26 256203153 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 14.5 18.5 16.2 10.2 4.7 2.5 3.2 6.9 12.8 18.0 17.2 11.1 17.9 22.7 20.1 12.4 5.6 2.9 3.7 8.3 16.2 22.0 21.1 13.9 14.5 18.7 16.3 10.1 4.7 2.5 3.2 7.0 13.0 18.1 17.1 11.5 18.9 20.1 14.5 8.3 3.7 2.5 4.5 10.1 17.3 20.9 18.0 12.8 10.2 6.3 21.0 22.1 15.9 8.2 3.7 2.5 4.6 10.2 17.6 21.2 18.3 15.3 12.7 7.1 18.0 15.1 7.4 23.2 15.0 8.3 22.6 14.2 7.9 18.3 12.1 7.0 2.4 2.5 2.4 2.3 2.0 13.0 9.9 6.6 4.0 3.2 3.2 3.1 2.9 2.6 8.8 7.5 5.9 5.0 4.5 4.3 4.2 3.8 3.2 6.8 6.3 5.8 5.6 5.7 5.6 5.4 4.8 4.0 6.2 6.1 5.9 6.1 6.5 6.6 6.4 5.7 4.8 7.0 6.7 6.5 6.6 6.9 7.0 6.9 6.3 5.3 9.2 8.2 7.2 6.9 6.9 7.1 7.0 6.4 5.5 13.1 10.6 7.8 6.4 6.6 7.1 7.1 6.5 5.4 18.2 12.8 7.2 5.1 6.0 6.6 6.6 6.0 5.1 22.3 14.2 7.1 23.1 14.5 7.2 15.5 13.1 6.6 19.7 22.3 17.5 10.4 6.1 7.1 13.0 19.9 21.3 16.4 9.1 8.9 10.4 5.9 18.2 20.9 17.4 10.1 5.8 6.6 12.2 18.9 20.3 15.5 8.7 6.4 7.2 5.3 1.4 1.8 2.3 3.1 4.2 5.9 8.4 10.8 12.3 11.2 8.6 6.0 1.7 2.2 2.8 3.7 4.9 6.8 9.6 12.8 14.4 13.0 10.0 6.8 2.0 2.7 3.4 4.1 4.8 5.8 8.5 10.5 14.9 13.5 8.3 5.8 2.6 3.7 4.8 5.8 6.7 7.9 10.0 12.5 13.7 12.3 9.3 6.4 3.3 4.9 6.5 7.6 8.0 8.4 9.3 10.6 11.1 9.8 7.6 5.4 4.2 6.5 8.8 10.1 10.0 9.2 8.7 8.7 8.4 7.4 5.7 4.2 5.2 8.3 11.3 12.9 12.1 10.1 8.4 7.2 6.4 5.4 4.2 3.2 6.2 9.6 12.9 14.5 13.5 10.7 8.0 6.1 4.7 3.9 3.1 2.4 6.4 9.8 13.0 14.4 13.0 10.2 7.3 5.2 3.9 3.0 2.4 1.9 6.8 8.9 11.3 12.4 11.2 8.8 6.3 4.4 3.2 2.4 1.9 1.5 3.8 4.2 4.3 5.6 6.3 7.6 9.1 9.6 8.7 6.9 5.0 3.6 2.6 2.0 1.5 1.3 5.2 6.1 6.5 6.3 6.3 6.6 7.1 7.3 6.6 5.3 4.0 2.9 2.2 1.7 1.3 1.1 7.2 8.3 8.4 7.6 6.6 6.0 5.7 5.3 4.8 4.1 3.2 2.4 1.9 1.5 1.2 1.0 9.5 11.2 11.1 9.6 7.5 5.8 4.6 11.8 14.1 13.9 11.5 8.5 3.5 2.0 10.8 15.8 15.5 12.9 7.5 12.7 15.3 15.1 12.3 8.6 8.2 10.9 10.4 11.0 8.6 11.3 14.0 14.8 14.0 11.3 14.1 17.8 19.2 17.8 14.1 15.8 20.4 21.7 20.2 15.7 14.8 20.0 20.0 19.6 14.4 7.7 11.0 15.3 19.3 20.1 17.8 8.0 11.6 15.9 20.0 21.3 18.2 7.5 10.5 14.1 17.4 18.5 15.8 6.5 8.8 11.1 13.3 13.9 12.1 5.6 6.9 8.7 9.9 10.0 8.9 2.7 3.1 3.3 3.2 2.8 2.3 1.9 3.8 4.3 4.6 4.3 3.7 3.0 2.3 5.8 7.0 7.4 6.8 5.4 4.0 2.8 9.0 11.5 12.5 10.9 8.1 5.5 3.4 2.3 12.8 16.8 18.4 15.9 11.2 7.2 4.4 15.3 19.5 21.0 18.4 13.3 8.4 5.0 15.7 20.2 21.7 19.1 13.7 8.6 5.0 13.8 18.7 20.7 17.7 12.3 7.8 4.5 14.5 18.5 16.2 10.2 4.7 2.5 3.2 6.9 12.8 18.0 17.2 11.1 17.9 22.7 20.1 12.4 5.6 2.9 3.7 8.3 16.2 22.0 21.1 13.9 14.5 18.7 16.3 10.1 4.7 2.5 3.2 7.0 13.0 18.1 17.1 11.5 18.9 20.1 14.5 8.3 3.7 2.5 4.5 10.1 17.3 20.9 18.0 12.8 10.2 6.3 21.0 22.1 15.9 8.2 3.7 2.5 4.6 10.2 17.6 21.2 18.3 15.3 12.7 7.1 18.0 15.1 7.4 23.2 15.0 8.3 22.6 14.2 7.9 18.3 12.1 7.0 2.4 2.5 2.4 2.3 2.0 13.0 9.9 6.6 4.0 3.2 3.2 3.1 2.9 2.6 8.8 7.5 5.9 5.0 4.5 4.3 4.2 3.8 3.2 6.8 6.3 5.8 5.6 5.7 5.6 5.4 4.8 4.0 6.2 6.1 5.9 6.1 6.5 6.6 6.4 5.7 4.8 7.0 6.7 6.5 6.6 6.9 7.0 6.9 6.3 5.3 9.2 8.2 7.2 6.9 6.9 7.1 7.0 6.4 5.5 13.1 10.6 7.8 6.4 6.6 7.1 7.1 6.5 5.4 18.2 12.8 7.2 5.1 6.0 6.6 6.6 6.0 5.1 22.3 14.2 7.1 23.1 14.5 7.2 15.5 13.1 6.6 19.7 22.3 17.5 10.4 6.1 7.1 13.0 19.9 21.3 16.4 9.1 8.9 10.4 5.9 18.2 20.9 17.4 10.1 5.8 6.6 12.2 18.9 20.3 15.5 8.7 6.4 7.2 5.3 1.4 1.8 2.3 3.1 4.2 5.9 8.4 10.8 12.3 11.2 8.6 6.0 1.7 2.2 2.8 3.7 4.9 6.8 9.6 12.8 14.4 13.0 10.0 6.8 2.0 2.7 3.4 4.1 4.8 5.8 8.5 10.5 14.9 13.5 8.3 5.8 2.6 3.7 4.8 5.8 6.7 7.9 10.0 12.5 13.7 12.3 9.3 6.4 3.3 4.9 6.5 7.6 8.0 8.4 9.3 10.6 11.1 9.8 7.6 5.4 4.2 6.5 8.8 10.1 10.0 9.2 8.7 8.7 8.4 7.4 5.7 4.2 5.2 8.3 11.3 12.9 12.1 10.1 8.4 7.2 6.4 5.4 4.2 3.2 6.2 9.6 12.9 14.5 13.5 10.7 8.0 6.1 4.7 3.9 3.1 2.4 6.4 9.8 13.0 14.4 13.0 10.2 7.3 5.2 3.9 3.0 2.4 1.9 6.8 8.9 11.3 12.4 11.2 8.8 6.3 4.4 3.2 2.4 1.9 1.5 3.8 4.2 4.3 5.6 6.3 7.6 9.1 9.6 8.7 6.9 5.0 3.6 2.6 2.0 1.5 1.3 5.2 6.1 6.5 6.3 6.3 6.6 7.1 7.3 6.6 5.3 4.0 2.9 2.2 1.7 1.3 1.1 7.2 8.3 8.4 7.6 6.6 6.0 5.7 5.3 4.8 4.1 3.2 2.4 1.9 1.5 1.2 1.0 9.5 11.2 11.1 9.6 7.5 5.8 4.6 11.8 14.1 13.9 11.5 8.5 3.5 2.0 10.8 15.8 15.5 12.9 7.5 12.7 15.3 15.1 12.3 8.6 8.2 10.9 10.4 11.0 8.6 11.3 14.0 14.8 14.0 11.3 14.1 17.8 19.2 17.8 14.1 15.8 20.4 21.7 20.2 15.7 14.8 20.0 20.0 19.6 14.4 7.7 11.0 15.3 19.3 20.1 17.8 8.0 11.6 15.9 20.0 21.3 18.2 7.5 10.5 14.1 17.4 18.5 15.8 6.5 8.8 11.1 13.3 13.9 12.1 5.6 6.9 8.7 9.9 10.0 8.9 2.7 3.1 3.3 3.2 2.8 2.3 1.9 3.8 4.3 4.6 4.3 3.7 3.0 2.3 5.8 7.0 7.4 6.8 5.4 4.0 2.8 9.0 11.5 12.5 10.9 8.1 5.5 3.4 2.3 12.8 16.8 18.4 15.9 11.2 7.2 4.4 15.3 19.5 21.0 18.4 13.3 8.4 5.0 15.7 20.2 21.7 19.1 13.7 8.6 5.0 13.8 18.7 20.7 17.7 12.3 7.8 4.5 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 N 05BUILDING A EM EGRESS ROUTE 1/8" = 1'-0" E9.12 EM EGRESS PHOTOMETRICS BUILDINGS A & B 1/8" = 1'-0" KEYNOTES GENERAL NOTES 06BUILDING B EM EGRESS ROUTE 1/8" = 1'-0" R E E22215R * S T A TE EGISTE OF CAL I F NI OR R * A N G I NEE R E D P SOFESIONA L A LDO G E R A RDO B A C U Z ZI ELECTRI C A L 3/31/26 256203154 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ASSISTIVE LISTENING. AV RACK WITH AV J-BOX. ROOM SCHEDULING PANEL. WALL MOUNTED CAMERA. WALL MOUNTED SPEAKER. CEILING MOUNTED CAMERA. CEILING MOUNTED MICROPHONE. CEILING MOUNTED SPEAKER. DISPLAY BACK-BOX. COORDINATE WITH ARCHITECTURAL DRAWINGS. CEILING MOUNTED PROJECTOR. SPEAKER OUT-BELOW DESKTOP. AV I/O PANEL. CHASE/CONDUIT TO CEILING SPACE ABOVE SIZE AS SHOWN XXXXXX-FLOOR BOX, POWER-DATA-AV XXXXXXX-FLOOR BOXES. POWER-DATA-AV VIDEO SCREEN UP/DN J-BOX. COORDINATE WITH SCREEN LOCATION. PROVIDE SCREEN POWER 120V. 1. LOUDSPEAKER SPEAKER CABLE, 70-VOLT DISTRIBUTION, PLENUM RATED 2-CONDUCTOR, 16 AWG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL. 2. STADIUM LOUD SPEAKER CABLE SHALL BE 8/2 AWG OR 10/2 AWG RATED FOR WATER IMMERSION OR AS SPECIFIED : WEST PENN, BELDEN OR EQUAL 3. LOUDSPEAKER CABLE, PLENUM RATED 2-CONDUCTOR, 12 AWG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL. 4. LOUDSPEAKER CABLE, PLENUM RATED 2-CONDUCTOR, 14 AWG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL. 5. ANALOG MICROPHONE/LINE LEVEL INSTALLATION CABLE, 22 AWG CONDUCTOR, JACKETED, SHIELDED, TWISTED-PAIR, PLENUM RATED: WEST PENN, BELDEN OR EQUAL. 6. PRE-TERMINATED HDMI, DVI DISPLAY PORT CABLES: EXTRON, OR EQUAL. (NOTE, CABLES MUST BE RATED FOR HDMI 2.0 SPECIFICATIONS OR BETTER, CAPABLE OF PASSING UHD AND 4K RESOLUTION AT DISTANCES LESS THAN 35' WITHOUT AN ACTIVE EQUALIZER.) 7. DIGITAL VIDEO SWITCHER, EXTRON XTP/DTP 24, OR CRESTRON ULTRA SHIELDED TWISTED PAIR CABLE. . WITH EXTRON OR CRESTRON ONLY SHIELDED RJ-45 CONNECTORS. 8. CONTROL SYSTEM DEVICE CONTROL (RS232, RELAY OR CONTACT CLOSURE): (DUAL 22 AWG SHIELDED TWISTED PAIRS WITH INDIVIDUAL DRAIN WIRES, EACH PAIR IS COLOR-CODED RED/BLACK AND GREEN/WHITE TO SIMPLIFY IDENTIFICATION.) PLENUM RATED: WEST PENN, BELDEN OR EQUIVALENT. 9. DATA NETWORK: PLENUM-RATED CATEGORY 6, SEE STRUCTURED CABLING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. SERIAL DIGITAL INTERFACE CABLE RG6, 75 OHM COAXIAL CABLE BELDEN 4694R OR EQUAL. 11. FIBER, OM4. MM, 50 MICRON WITH LC CONNECTIONS PER EXTRON OR CRESTRON SPECIFICATIONS. FIBER, SINGLE MODE. PROVIDE CONNECTORS AS SHOWN. PROVIDE PLENUM RATED CABLE FOR ALL CABLE WHERE REQUIRED BY CODE. PROVIDE CABLE RATED FOR WATER IMMERSION AS REQUIRED OR AS SPECIFIED 12. ANY CABLE CHANGES OR SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION. NON-COMPLIANT CABLE THAT HAS BEEN INSTALLED WITHOUT APPROVAL SHALL BE REPLACED AT THE CONTRACTOR EXPENSE. 1. PROVIDE PORTABLE OR PERMANENT ASSISTIVE LISTENING SYSTEMS BY LISTEN TECHNOLOGIES OR EQUIVALENT AS SPECIFIED HEREIN. 2. SEE SPECIFICATION SECTION XXXXXXX FOR MORE INFORMATION. 3. ALS SYSTEM SHALL PROVIDE AMPLIFICATION WITHIN A ROOM FOR INDIVIDUALS WITH NORMAL HEARING AND FOR THOSE WITH MINIMUM TO MILD HEARING LOSS IN 10 TO 25 dB RANGE. 4. THE RECEIVERS SHALL BE ABLE TO AMPLIFY THE SPEAKER'S VOICE 20 dB ABOVE ROOM NOISE. THEY SHALL HAVE AN AUXILIARY INPUT JACK TO BROADCAST EXTERNAL SOUNDS FROM AN AUDIBLE DEVICE OR TELEVISION. THE RECEIVERS SHALL HAVE AN AUXILIARY VOLUME CONTROL TO CONTROL THE SOUND LEVEL OF INPUT RECEIVED FROM EXTERNAL SOURCES. THE UNITS SHALL HAVE AN FM VOLUME CONTROL TO ALLOW FOR ADJUSTMENT OF THE SOUND LEVEL OF THE FM SIGNAL RECEIVED FROM THE WIRELESS TRANSMITTER. THE RECEIVER MUST HAVE A TONE CONTROL TO ADJUST THE FREQUENCY RESPONSE FOR A VARIETY OF USERS AND LISTENING ENVIRONMENTS. THEY SHALL HAVE COLOR-CODED SPEAKER OUTPUT TERMINALS AND MUST BE CAPABLE OF RECEIVING ANY OF 40 FCC AND INDUSTRY CANADA APPROVED NARROW BAND CHANNEL IN THE 72 TO 76 MHz RANGE. 5. PROVIDE TRANSMITTERS AND RECEIVERS WITH RECHARGEABLE BATTERIES. 6. LISTENING ACCESSORIES AND CHARGING UNITS EQUAL TO 4% OF THE TOTAL SEATING OF ALL CLASSROOMS BUT NO LESS THAN A QUANTITY OF TWO PER CLASSROOM, LA-323 OR LA-325 AS REQUIRED. 25% OF ALL RECEIVERS TO BE HEARING AID COMPATIBLE. REFER TO ARCHITECTURAL FLOOR PLANS FOR MINIMUM OCCUPANCY SEATING. NUMBER OF TRANSMITTERS SHALL ACCOMMODATE REQUIRED NUMBER OF RECEIVERS. SOUND BAR - UNDER DISPLAY - OPTIONS: INTERNAL MICROPHONE AND/OR CAMERA AUDIO VIDEO INPUT-OUTPUT PANEL WALL MOUNTED PROJECTOR. ANTENNA. ALS / RF MIC WALL MICROPHONE PANEL DAKTRONICS I/O PANEL C M SP AL RK RS C SP DIS SO I/O SB AV ANT MIC DAK SS 1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT. JUNCTION BOXES, CABLE TRAYS, COVER PLATES, PULL STRING, ENCLOSURES, FLOOR BOXES, POWER RECEPTACLES AND POWER CONNECTIONS IDENTIFIED IN THESE DRAWINGS AND SPECIFICATIONS. UNLESS OTHERWISE NOTED. 2. ALL JUNCTION BOXES IN WALLS AND CEILINGS SHALL BE FLUSH MOUNTED. CONDUITS SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 3. ALL AUDIO-VISUAL CONDUIT RUNS SHALL BE CONTINUOUS FROM END TO END. NO CONDUIT RUNS SHALL EXCEED 100 FEET. ALL CONDUIT RUNS EXCEEDING 100 FEET MUST HAVE LARGE RADIUS BENDS. TOTAL BENDS PER RUN IS 360 DEGREES. 4. GENERAL CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORT FOR MOUNTING OF AUDIO-VISUAL EQUIPMENT PROVIDED BY OTHERS AT LOCATIONS DESIGNATED IN THESE DRAWINGS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BLOCKING FOR WALL MOUNTED DEVICES AND OVERHEAD SUPPORT FOR CEILING MOUNTED PROJECTORS AND PROJECTION SCREENS. 5. REFER TO ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR SUPPORT DETAILS AND REQUIREMENTS. 6. DIMENSIONS ARE INDICATED ON AUDIOVISUAL DRAWINGS WHERE CRITICAL TO THE INSTALLATION AND PERFORMANCE OF THE AUDIOVISUAL DEVICES. WHERE INFORMATION AND REQUIREMENTS CONFLICT WITH SPECIFICATIONS AND DESIGNS DELINEATED ELSEWHERE, THE GENERAL CONTRACTOR SHALL IMMEDIATELY BRING SUCH CONFLICTS TO THE ATTENTION OF THE ARCHITECT. 7. THE ARCHITECTURAL, FURNITURE AND FINISH CONFIGURATIONS ILLUSTRATED ON THE AUDIOVISUAL DRAWINGS ARE FOR REFERENCE ONLY. REFER TO THE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS AND REQUIREMENTS. 8. ALL EQUIPMENT INSTALLATION AND MOUNTING DETAILS PROVIDED IN THE AUDIO-VISUAL DRAWINGS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL AND ENGINEERING DRAWINGS FOR SPECIFIC REQUIREMENTS. 9. DATA/COMMUNICATION OUTLETS AND POWER OUTLETS ARE SHOWN FOR REFERENCE ONLY. REFER TO THE TELECOMMUNICATION DRAWINGS FOR EXACT LOCATION OF THE DATA/COMMUNICATION OUTLETS AND TO THE ELECTRICAL DRAWINGS FOR THE EXACT LOCATION OF THE POWER RECEPTACLES. 10. CEILING MOUNTED SPEAKER ENCLOSURES SHALL BE SUPPORTED FROM OVERHEAD STRUCTURE. DO NOT HANG SPEAKER ENCLOSURES FROM FINISHED CEILING. 11. GENERAL CONTRACTOR SHALL PROVIDE PULL STRINGS IN ALL CONDUIT SPECIFIED IN AUDIO-VISUAL DRAWINGS. GENERAL CONTRACTOR SHALL LABEL ALL AUDIO-VISUAL JUNCTION BOXES WITH DESIGNATED BOX ID NUMBER (E.G., AV100). 12. GENERAL CONTRACTOR SHALL PROVIDE BLANK COVER PLATES AT ALL AUDIO-VISUAL JUNCTION BOXES. VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL AUDIOVISUAL JUNCTION BOXES AND DEVICES WITH ARCHITECT. 13. SOME JUNCTION BOXES AND ENCLOSURES SPECIFIED IN AUDIO-VISUAL DRAWINGS MAY BE DEEPER THAN STANDARD WALL DEPTH. COORDINATE WITH MANUFACTURER AND/OR ARCHITECT TO VERIFY INSTALLATION REQUIREMENTS AND DETAILING. 14. WHERE SPECIFIED, LOW VOLTAGE CONTROL INTERFACE ELECTRONICS SHALL BE PROVIDED TO ENABLE OPERATION OF LINE VOLTAGE DEVICES (E.G., PROJECTION SCREENS, LIGHTING, WINDOW COVERINGS) VIA THE AUDIO=VISUAL CONTROL SYSTEM. PROVIDE SERIAL DIGITAL (E.G., RS232) INTERFACE CONTROL WHERE AVAILABLE WHERE MORE THAN ONE CONDUIT TERMINATES IN A JUNCTION BOX THE ELECTRICAL CONTRACTOR SHALL LABEL EACH CONDUIT IN A MANNER ALLOWING IDENTIFICATION OF CONDUITS AFTER WALL FINISHES ARE APPLIED. 15. AUDIO-VISUAL INFRASTRUCTURE DIAGRAM IDENTIFY SIGNAL CABLE CONTAINMENT REQUIREMENTS ONLY. AUDIOVISUAL CABLING AND SPECIALTY CONNECTOR PLATES ARE BY AUDIO-VISUAL CONTRACTOR. 16. ALL CONDUITS SPECIFIED SHALL BE EMT OR RIGID TYPE. FLEXIBLE CONDUITS MAY BE USED IN RUNS OF 72" OR LESS. FLEXIBLE CONDUITS SHALL NOT BE ALLOWED WHERE ACCESS CANNOT BE PROVIDED TO THE FULL LENGTH OF THE CONDUIT RUN. 17. GENERAL CONTRACTOR TO INSTALL PROJECTION SCREEN HOUSING FOR ALL FUTURE PROJECTION SCREEN LOCATIONS. U.O.N. 18. DEVICE MOUNTING HEIGHT IS TO THE CENTER, UON. 19. POWER RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUT AND CIRCUITING. 20. WHERE SHOWN A TECHNICAL GROUND IS REQUIRED (TGS). PROVIDE AN INSULATED GROUND CONDUCTOR ISOLATED FROM THE BACK BOX/CONDUIT SYSTEM. THIS GROUND CONDUCTOR WILL ONLY BE TERMINATED AT THE ELECTRICAL PANEL'S DEDICATED TGS GROUND BUSS. NO OTHER GROUNDS SHALL BE TERMINATED AT THIS TGS GROUND BUSS. LABEL TGS RECEPTACLE WITH THE TGS DESIGNATION AND CIRCUIT NUMBER. GENERAL NOTES PATHWAYS AND GENERAL NOTESASSISTIVE LISTENING SYSTEMS AV SYSTEM WIRE TYPES GENERALSYMBOLSNOT ALL SYMBOLS MAY BE USED SHEET INDEX 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 AUDIO VISUAL SYMBOLS AND LEGENDS AV0.01 Checker MONROE ST. POOL REPLACEMENT AUDIO VISUAL SYMBOLS AND LEGENDS SHEET INDEX AV0.01 AUDIO VISUAL SYMBOLS AND LEGENDS AV0.03 AUDIO VISUAL SITE PLAN AV1.02 AUDIO VISUAL OVERALL FLOOR PLAN AV5.02 AUDIO VISUAL DETAILS - 1 AV4.01 AUDIO VISUAL ONE LINE DIGRAM AV3.01 AUDIO VISUAL ELEVATIONS 256203155 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 C O M P AC T C O M P A C T C O M P A C T C OM P A C T C O M PA C T C O M P AC T C OMP A C T C O M P A CT C O M P A C T C O M P A C T C O M P A CT C O M P AC T N S -7 28.93 9884R EVIT C ON TRO LP O IN TEW -2 277 .731 517Elev -0'- 0" NO PA R K I N G E V C H AR GIN G O N L Y NO P A R K I N G N O P A R K I N G E V C HA RGIN G O N L Y E V C H AR GIN G O N L Y E V C H A R GIN G O NLY E V C HA RGIN G O NLY EV C H A R GIN G O N L Y RT EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C O M P AC T C O M P A C T C O M P A C T C OM P A C T C O M PA C T C O M P AC T C OMP A C T C O M P A CT C O M P A C T C O M P A C T C O M P A CT C O M P AC T N S -2 406 2702 .707 295R EVIT C ON TRO LP O IN TEW -7 477 8501 .994 509Elev -0'- 0" NO PARKING E V C H AR GIN G O N L Y NO PARKING NO PARKING E V C HA RGIN G O N L Y E V C H AR GIN G O N L Y E V C H A R GIN G O NLY E V C HA RGIN G O NLY EV C H A R GIN G O N L Y RT MIN. 8 " F R O M B A C K OF P E D E S T A L T O E O P EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C C C AV D S S S S S SSS AV D AV B AV B AV B S SS S S AV3.01 1 4.107 4.102 4.102 4.102 4.102 4.112 4.112 4.114 4.106 4.108 4.113 A EXISTING BUILDING POOL B NEW BUILDING NEW ADDITION N PROJECT NORTH N TRUE NORTH NEW CANTILEVER TUBE STEEL SHADE STRUCTURE, WITH SOLAR THERMAL* 4.101 GENERAL NOTES: COMMUNICATIONS PATHWAYS 1. CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. 3. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. 4. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE. 5. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. 6. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. 7. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. 8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - LATEST PUBLISHED EDITION. 9. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. 10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 11. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSE WHERE IN THE DRAWINGS AND SPECIFICATIONS. CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER SIZE ADDITIONAL CONDUIT 1"4"16"3" 2" 2"8"36"4" 5" 3"12" 48"5" 6" 4" 15" 60"8" 8" 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 AUDIO VISUAL SITE PLAN AV0.03 Checker MONROE ST. POOL REPLACEMENT AUDIO VISUAL SITE PLAN 1" = 20'-0" AV0.03 1TECHNOLOGY SITE PLAN - AV KEYNOTES 4.101 WALL MOUNTED SPEAKER. + 10' 10" AFF 4.102 POLE MOUNTED SPEAKER. PROVIDE 2 GANG BACK BOX AND 1.25" CONDUIT TO AUDIO SYSTEM RACK BACKBOX. + 14'. COORDINATE THIS BACK BOX AND CONDUIT RUN WITH THE LIGHT POLE MANUFACTURER. 4.106 AUDIO SYSTEM BLUETOOTH INPUT, SHARE BACK BOX WITH MICROPHONE INPUT 4.107 AUDIO SYSTEM MICROPHONE INPUT. PROVIDE 4 GANG BACK BOX MOUNTED AT + 44" TO CENTER OF BACK BOX AFF AND 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX 4.108 AUDIO SYSTEM WIRELESS MICROPHONE ANTENNA. PROVIDE 1 GANG BACK BOX MOUNTED AT + 10' 10" AFF AND 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX 4.112 SHADE STRUCTURE MOUNTED SPEAKER. PROVIDE 1 GANG BACK BOX AT THE CANOPIES EDGE AND 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX 4.113 ALS ANTENNA. PROVIDE 1 GANG BACK BOX +10' 10" AND 1" CONDUIT TO AUDIO SYSTEM RACK. 4.114 WALL MOUNTED SPEAKER BACKBOX. PROVIDE 2 GANG BACK BOX AND 1.25" CONDUIT TO AUDIO SYSTEM RACK BACKBOX. +10' 10" AFF 256203156 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 TV TV TP AV J C S 1 A 2 BC 3 4 5 6 7 D F E 4.116 4.109 4.105 4.116 4.115 4.115 4.104 4.117 4.103 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 3/32" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 AUDIO VISUAL OVERALL FLOOR PLAN AV1.02 Checker MONROE ST. POOL REPLACEMENT AUDIO VISUAL OVERALL FLOOR PLAN KEYPLAN A B 3/32" = 1'-0" AV1.02 1TECHNOLOGY OVERALL FLOOR PLAN - AV KEYNOTES 4.103 CEILING MOUNTED SPEAKER. PROVIDE 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX. IF VOLUME CONTROL IS IN THE ROOM PROVIDE 1" CONDUIT TO VOLUME CONTROL. DAISY CHAIN LOCAL SPEAKERS TOGETHER. 4.104 AUDIO SYSTEM EQUIPMENT RACK. LOCATION TO BE DETERMINED 4.105 AUDIO SYSTEM TOUCH PANEL CONTROLLER. PROVIDE 2 GANG BACK BOX +44" TO CENTER OF BACK BOX AND 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX 4.109 AUDIO SYSTEM RACK BACK BOX. PROVIDE 14" X 14" X 4" J-BOX. +38". 4.115 60" FLAT PANEL DISPLAY 4.116 DISPLAY BACK BOX FSR 4.117 LOGITECH MEETUP VIDEO CONFERENCING BAR 256203157 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 4.1074.1084.113 4.108 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 AUDIO VISUAL ELEVATIONS AV3.01 Checker MONROE ST. POOL REPLACEMENT AUDIO VISUAL ELEVATIONS SCALE: 1/8" = 1'-0"1 AV Building 1 and 2 - Elevation KEYNOTES 4.107 AUDIO SYSTEM MICROPHONE INPUT. PROVIDE 4 GANG BACK BOX MOUNTED AT + 44" TO CENTER OF BACK BOX AFF AND 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX 4.108 AUDIO SYSTEM WIRELESS MICROPHONE ANTENNA. PROVIDE 1 GANG BACK BOX MOUNTED AT + 10' 10" AFF AND 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX 4.113 ALS ANTENNA. PROVIDE 1 GANG BACK BOX +10' 10" AND 1" CONDUIT TO AUDIO SYSTEM RACK. 256203158 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6 INPUT 7 INPUT 8 POWER OUTPUT 1 OUTPUT 2 OUTPUT 3 OUTPUT 4 OUTPUT 5 OUTPUT 6 OUTPUT 7 OUTPUT 8 QSC CORE 110 F AV RACK FLEX 1 FLEX 2 FLEX 3 FLEX 4 FLEX 5 FLEX 6 FLEX 7 FLEX 8 TELEPHONE IN RJ 45 RS232 LAN B RJ 45 LAN A RJ 45 GP I/O IN 1-16 GP I/O OUT 1-16 LATCHING PAIR FROM FIRE ALARM PANEL TO MUTE LATCHING PAIR FROM SCHOOL PAGING-MUTE P8P8 X02 PUSH X02 PanelCrafters 4 gangPanelCrafters 4 gang X02 PUSH X02 P8P8 X02 PUSH X02 PanelCrafters 4 gangPanelCrafters 4 gang X02 PUSH X02 RF-1 RF-2 RF-1 RF-2 LINE-X LINE/MINI-X RDL TX-J2 MIC-X LINE-X LINE/MINI-X RDL TX-J2 MIC-X U L X D 2 on QSC CDX4.5Q AUDIO AMPLIFIER AUDIO RACK IN OUT CH 1 CH 2 CH 3 CH 4 POWER CH 1 CH 2 CH 3 CH 4 NETWORK QSC 302V AUDIO AMPLIFIER AUDIO RACK IN OUT CH 1 CH 2 POWER CH 1 CH 2 LISTEN LS-54-216 AUDIO RACK AUDIO IN ANTENNA-A AUDIO RACK LIFEGUARD/FIRST AID SHIELDED PAIR CAT6 QSC NS NS-1108P NETWORK SWITCH AV RACK PORT 1 PORT 2 PORT 3 PORT 4 PORT 5 PORT 6 PORT 7 PORT 8 SONANCE PS-C63RT CEILING SPEAKER CEILING MOUNTED LOWELL VOLUME CONTROL WALL MOUNTED IN OUTINOUT OFFICE SONANCE PS-C63RT CEILING SPEAKER CEILING MOUNTED IN OUT RESTROOMS-2 SONANCE PS-C63RT CEILING SPEAKER CEILING MOUNTED IN OUT R.5-96 SPEAKER-NEAR BUILDING MOUNTED IN 8-OHMS OUT R.5-96 SPEAKER-NEAR BUILDING MOUNTED IN 8-OHMS OUT R.5-96 SPEAKER-NEAR POLE MOUNTED IN 8-OHMS OUT R.5-96 SPEAKER-NEAR POLE MOUNTED IN 8-OHMS OUT R.5-96 SPEAKER-NEAR POLE MOUNTED IN 8-OHMS OUT R.5-96 SPEAKER-NEAR POLE MOUNTED IN 8-OHMS OUT POOL AREA - MOUNTED ON THE BUILDING POOL AREA - MOUNTED ON THE LIGHTING POLES SHURE ULXD4D WIRELESS MIC RECEIVER AUDIO RACK AUDIO OUTANTENNA-A ANTENNA-B AUDIO OUT RDL TX-TPR1A FORMAT A RECIEVER AV RACK RCA-1 BALLANCED OUT-1 RJ-45 24VDC POWER RJ-45 - BLUETOOTH MIC X LINE IN RJ-45 - BLUETOOTH MIC X LINE IN RDL TX-TPR1A FORMAT A RECIEVER AV RACK RCA-1 BALLANCED OUT-1 RJ-45 24VDC POWER BUILDING EXTERIOR AV I/O OFFICE AV I/O QSC TSC-116-G2 TOUCH PANEL AUDIO CONTROL OFFICE WALL MOUNTED NETWORK BUILDING EXTERIOR WINEGARD - FLATWAVE AIR OUTDOOR ANTENNA BUILDING EXTERIOR ANTENNA ANTENNA WINEGARD - FLATWAVE AIR OUTDOOR ANTENNA BUILDING EXTERIOR ALS ANTENNA LISTEN LA-122 BUILDING EXTERIOR ANTENNA-A RG-8 RG-8 RG-8 IN OUT BLEACHER CANOPY MOUNTED SONANCEPS-S53T SPEAKER SURFACE MOUNTED IN OUT SONANCEPS-S53T SPEAKER SURFACE MOUNTED IN OUT BLEACHER CANOPY MOUNTED SONANCEPS-S53T SPEAKER SURFACE MOUNTED IN OUT SONANCEPS-S53T SPEAKER SURFACE MOUNTED 14/2 12/2 12/2 14/2 14/2 14/2 RDL DB-BT1A RDL DB-BT1A RDL PAIR RDL PAIR 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 12" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 AUDIO VISUAL ONE LINE DIGRAM AV4.01 Checker MONROE ST. POOL REPLACEMENT AUDIO VISUAL ONE LINE DIGRAM SCALE: 12" = 1'-0"1 AV ONE LINE 256203159 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 P8P8 X02 PUSH X02 PanelCrafters 4 gangPanelCrafters 4 gang X02 PUSH X02 PanelCrafters 1 gangPanelCrafters 1 gang PanelCrafters 1 gangPanelCrafters 1 gang B3B3 PanelCrafters 1 gangPanelCrafters 1 gang B3B3 S 3LIECHTE NS T EINS 3 REVISIONS REV DESCRIPTION BY DATE A INITIAL RELEASE SS 06-DEC-2021 3 1 TOUCH PANEL CONTROLLER-WALL MOUNTED SCALE: NS 4 WALL MOUNTED COMMUNITY SPEAKER SCALE: NS 2 AV PANELS SCALE: NS SPEAKER ALS RF MIC NEUTRIK WATERTIGHT CONNECTOR WATERTIGHT CONNECTORS WATERTIGHT COVER FOR OUTDOOR PANEL 1. WEIGHT LIMIT = 35 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER. SPEAKER WEIGHT= 23 LBS. 2. PROVIDE (3)3/8" CONCRETE SCREWS WITH ICC ERS RATED ANCHOR FOR CMU APPLICATIONS. AT EACH BRACKET. SPEAKER J-BOX 5 CEILING SPEAKER MOUNTING DETAIL SCALE: NS 3 BLEACHER CANOPY SPEAKER ATTACHMENT SCALE: NS 6 LIGHT POLE SPEAKER ATTACHMENT SCALE: NS 1. WEIGHT LIMIT = 10 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER. SPEAKER WEIGHT= 9LBS. 2. ATTACH TO STEEL STRUCTURE WITH HEX SELF DRILL 12-24 X 7/8 #4 SCREW. (4) PER SPEAKER COMMUNITY PMB-1RR SPEAKER BRACKETCOMMUNITY SPEAKER NOTE:EXAMPLE ONLY FINISHED FLOOR 14' COORDINATE CABLE PATHWAY AND SPEAKER ATTACHMENT BRACKET WITH LIGHT POLE INSTALLER AND MANUFACTURER FRONT ISOMETRIC VIEW9.82 6.21 0.65 TOP VIEW FRONT VIEW SIDE VIEW REAR VIEW LINE-X LINE/MINI-X RDL TX-J2 MIC-X SPEAKER WITH TILE BRIDGE OR PRE-CONSTRUCTION RING AND GRILL 12 GAUGE CEILING WIRE ATTACH TO SPEAKER AND HILTI CEILING CLIP .157 ROUND X 3/4" MINIMUM EMBED SHOT-IN HILTI X-U FASTENER DECK - SLAB 1. WEIGHT LIMIT = 20 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER. SPEAKER GRILL PRE-CONSTRUCTION MUD RING. ATTACH TO RAFTERS WITH (4) S.M.S 1. WEIGHT LIMIT = 20 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER. L 1.5"X1.5" 12 GA X 2" CLIP WITH (2) #12 S.M.S METAL DECK 4 TURNS AT HANGER WIRE TYP. 12 GAUGE CEILING WIRE RDL PAIR 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 3/4" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 AUDIO VISUAL DETAILS - 1 AV5.02 Checker MONROE ST. POOL REPLACEMENT AUDIO VISUAL DETAILS - 1 SCALE: 3/4" = 1'-0"1 AV DETAILS 256203160 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 GENERAL NOTES APPLIES TO ALL SHEETS IN THIS SETABBREVIATIONSNOT ALL ABBREV. MAY BE USED THREE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. SINGLE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. TWO SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. FLOOR BOX/SPECIALTY WALL BOX/IN-GRADE BOX SYMBOLSGROUNDGRD MERCURY VAPOR PERCENT IMPEDANCE NOT TO SCALE NATIONAL ELECTRICAL MINIMUM CIRCUIT AMPS MOTOR CIRCUIT PROTECTOR NON AUTOMATIC DISCONNECT MANUFACTURER THOUSAND CIRCULAR MILS MOTOR CONTROL CENTER METAL HALIDE NORMALLY OPENED NORMALLY CLOSED NOT IN CONTRACT OWNER FURNISHED, CONTRACTOR %Z N.T.S. OFCI NL NO. or # PC PH. or ø NUMBER PHASE PHOTOCELL NIGHT LIGHT NEMA MCA MIN. MCP MCC MCM NEC MTD MW MFR. MH NO NC NF NIC MOUNTED MICROWAVE NON-FUSED MINIMUM MECHANICAL CONTRACTOR MAXIMUM OVERCURRENT PROTECTION KILOWATT HOUR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUNDING ELECTRODE CONDUCTOR HEATING AIR CONDITIONING LONG CONTINUOUS LOAD KILOVOLT AMPERES HIGH PRESSURE SODIUM ISOLATED GROUND JUNCTION BOX DEGREE KELVIN HIGH INTENSITY DISCHARGE HEIGHT, WIDTH, DEPTH, LENGTH HAND-OFF-AUTO HORSEPOWER LOW PRESSURE SODIUM MAIN CIRCUIT BREAKER MAIN LUGS ONLY HEATING, VENTILATING AND AIR M.C. MOCP M/M M KWH LCL KW KVA LPS MAX. MCB MV MLO MAXIMUM METER MAIN METER KILOWATT GFCI GFP GE or GEC HACR HOA HVAC H.,W.,D.,L. HPS HP HID I/G JBOX K IN. or ''INCHES AVERAGEAVG CURRENT TRANSFORMER CURRENT LIMITING FUSE CONTROL POWER TRANSFORMER CONDUIT ONLY, COMPLETE WITH CIRCUIT BREAKER COMBINATION SMOKE FIRE DAMPER CURRENT LIMITING CIRCUIT BREAKER DISTRIBUTION ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER ELECTRICAL NON-METALLIC TUBING ELECTRICAL CONTRACTOR EMERGENCY POWER OFF END-OF-LINE CIRCUIT TERMINATOR EQUIPMENT GROUND (GREEN) EXISTING DEVICE TO REMAIN EXPLOSION PROOF FULL LOAD AMPS EXHAUST FAN DIST EMS EMT ENT EWC E.C. E.P.O. E-O-L (E) EGC or EG or E/G EP FA or F.A. FLA FT or ' EF FEET FIRE ALARM C C.O. BR BLDG CB CIRC., CKT. CSFD DIA CT CLF CPT CLCB DISC CONN CONNECTED DIAMETER DISCONNECT CONDUIT BUILDING CIRCUIT BRANCH AMERICAN WITH DISABILITIES ACT 4" SQUARE BY 2-1/8" DEEP BOX ABOVE FINISH FLOOR AMPERES INTERRUPTING CAPACITY AMERICAN WIRE GAUGE AMP FRAME, AMP TRIP AMP SWITCH, AMP FUSE AUTOMATIC TRANSFER SWITCH ABOVE FINISH GRADE A.F.F. 4S/DP ADA AS/AF AF/AT A.I.C. or AIC AMP, A AWG ATS A.F.G. AMPERE NATS NATIONAL ELECTRICAL CODE AUTHORITY HAVING JURISDICTIONAHJ CEC CALIFORNIA ELECTRICAL CODE INTERMEDIATE DISTRIBUTION FRAMEIDF MAIN DISTRIBUTION FRAMEMDF BDF BUILDING DISTRIBUTION FRAME THOUSAND CIRCULAR MILSKCMIL (SYMMETRICAL) CONDITIONING MANUFACTURER'S ASSOCIATION INSTALLED PULLSTRING REFRIGERATION (ER)EXISTING DEVICE TO BE RELOCATED (D)EXISTING DEVICE TO BE DEMOLISHED CBC CALIFORNIA BUILDING CODE LIGHTINGLTG, LTS LINEAR FEETLF, L.F. INTERNATIONAL BUILDING CODEIBC BJ BONDING JUMPER MAIN BONDING JUMPERMBJ DIMMING PANEL CONTROL STATIOND.P.C.S. INTEGRATED DIMMING CONTROL PANELI.D.C.S. AVAILABLE FAULT CURRENTA.F.C. or AFC DISTRIBUTED ANTENNA SYSTEMDAS LOW VOLTAGELV TELECOMMUNICATIONS PATHWAYS AND GENERAL NOTES: CONTRACTOR FURNISHED, CONTRACTORCFCI INSTALLED OWNER FURNISHED, OWNEROFOI INSTALLED FLUSH IN GRADE PULLBOX, SIZED PER N.E.C. OR AS NOTED. CONDUIT/PATHWAY/BACKBOARD SYMBOLS CONCEALED TELEPHONE/DATA CONDUIT RUN, 1-INCH CONDUIT (MIN) OR AS NOTED ON PLANS. SEE TABLE BELOW FOR CONDUIT SIZE VARIATIONS. T4 = 2" C.T3 = 1-1/2" C.T2 = 1-1/4" C. SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. PAINTED TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO TELECOM SYSTEM GROUND DETAIL. TELECOM GROUND BUS BAR, REFER TO TELECOM SYSTEM GROUND DETAIL AND SPECIFICATIONS. CONCEALED CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON PLANS CONDUIT CONCEALED BELOW GRADE, SIZE AS NOTED ON PLANS CONDUIT STUB OUT, PROVIDE A BUSHING ON BOTH ENDS CONDUIT CONTINUATION CONDUIT CONTINUATION DOWN WALL TO FLOOR BELOW CONDUIT CONTINUATION UP WALL TO FLOOR ABOVE T 10. 7. 6. 5. 4. 3. 2. 1.CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: 11. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 12. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH UNDERGROUND BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 13. WHERE OPEN CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE SURFACE MOUNTED RACEWAY (CONDUIT). PROVIDE ALL SURFACE MOUNTED RACEWAY, CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 14. WHERE INACCESSIBLE CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE CONDUIT RACEWAY. PROVIDE ALL CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 9. 8. ALL PULL BOXES INSTALLED ON TOP OF ROOFS OR ATTACHED TO CANOPIES SHALL BE RATED NEMA-3R OR NEMA-4. PROVIDE QUANTITY AND SIZE OF PULL BOXES AS REQUIRED TO COMPLY WITH THESE GENERAL PATHWAY NOTES. PAINT BOXES TO MATCH SURROUNDING SURFACES. ALL CONDUITS INSTALLED ON EXTERIOR OF BUILDINGS AND CANOPIES SHALL BE GALVANIZED. PAINT ALL CONDUITS TO MATCH SURROUNDING SURFACES. 15. ALL CONDUITS EXPOSED TO VIEW (I.E.: OPEN CEILING SPACES) SHALL BE PAINTED TO MATCH SURROUNDING SURFACES. CONDUITS INSTALLED ABOVE HARD CEILINGS OR INACCESSIBLE CEILINGS ARE EXEMPT FROM PAINTING. 16. 17. PROVIDE SOUND STOP MATERIAL FOR ALL CONDUIT PENETRATIONS IN SOUND RATED WALL ASSEMBLIES. ELECTRICAL CONTRACTOR SHALL REFERENCE ALL E-SERIES, T-SERIES AND AV-SERIES SHEETS FOR ADDITIONAL CONDUIT REQUIREMENTS. PROVIDE ANY AND ALL CONDUIT SLEEVES AS MAY BE REQUIRED WHENEVER LOW VOLTAGE CONDUCTORS PASS THROUGH AN INTERIOR OR EXTERIOR WALL, FLOOR, OR ANY STRUCTURAL ASSEMBLY. PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES PER THE NEC AND ELECTRICAL SPECIFICATIONS. 18. 19. PORPB 1" 2" 3" 4" 4" 8" 12" 15" 16" 36" 48" 60" 3" 4" 5" 8" 2" 5" 6" 8" FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA 569 C TABLE 12. LATEST PUBLISHED EDITION. CONDUIT SIZE LENGTH DEPTHWIDTH WIDTH INCREASE PER ADDITIONAL CONDUIT GENERAL NOT ALL SYMBOLS MAY BE USED AUDIOVISUAL SYSTEMS NOT ALL SYMBOLS MAY BE USED SECURITY SYSTEMS NOT ALL SYMBOLS MAY BE USED S2 S1 KP SPS MD DC SETC WAP WAP PATC CC SA DATA OUTLET BOX FLUSH MOUNTED IN CEILING -MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. CCTV FIXED POSITION CAMERA WITH CAT-6 DATA CABLE -SEE SPECIFICATIONS AND CAMERA SCHEDULE. CCTV SYSTEM CONDUIT WITH CONDUCTORS PER CCTV SYSTEM RISER DIAGRAM AND/OR SPECIFICATIONS. DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. DATA OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. INTERIOR WIRELESS ACCESS POINT OUTLET DATA OUTLET(S) AND 1" CONDUIT WITH CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON THE FLOOR PLANS. WHEN INSTALLED AT ACCESSIBLE CEILING TILE LOCATIONS, PROVIDE WAP OUTLET ABOVE ACCESSIBLE CEILING TILE AND MOUNTED TO THREADED ROD ATTACHED TO STRUCTURE ABOVE. REFER TO FACEPLATE DETAILS FOR ADDITIONAL INFORMATION. WAP ELECTRONICS AND ANTENNA ARE CFCI. FLUSH WALL MOUNTED PUBLIC ADDRESS SPEAKER WITH BACKBOX, BAFFLE, CONDUCTORS, AND 3/4"C STUB TO ACCESSIBLE CEILING PER SPECIFICATIONS. FLUSH CEILING MOUNTED PUBLIC ADDRESS SPEAKER WITH BACKBOX AND CONDUCTORS PER SPECIFICATIONS. FLUSH WALL MOUNTED CLOCK WITH BACKBOX AND 3/4"C TO PA TERMINAL CABINET WITH CONDUCTORS PER SPECIFICATIONS. EXTERIOR WIRELESS ACCESS POINT OUTLET DATA OUTLET(S) WITH FLUSH 4S DEEP BOX, WEATHERPROOF BLANK PLATE, AND 1" CONDUIT WITH CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON THE FLOOR PLANS. REFER TO FACEPLATE DETAILS FOR ADDITIONAL INFORMATION. WAP ELECTRONICS AND ANTENNA ARE CFCI. SECURITY SYSTEM TERMINAL CABINET POWER SUPPLY. SEE SPECIFICATIONS. SECURITY ALARM CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR -SEE SPECIFICATIONS. RECESSED SECURITY ALARM DOOR CONTACT -SEE SPECIFICATIONS. SECURITY ALARM KEY PAD -SEE SPECIFICATIONS. CONCEALED SECURITY ALARM CONDUIT RUN, 3/4-INCH CONDUIT (MIN). SEE TABLE BELOW FOR CONDUIT SIZE VARIATIONS: SA4 = 2" C.SA3 = 1-1/2" C.SA1 = 1" C.SA2 = 1-1/4" C.SA = 3/4" C. SECURITY SYSTEM TERMINAL CABINET COMPLETE. SEE SPECIFICATIONS. PA / CLOCK SYSTEM TERMINAL CABINET COMPLETE. SEE SPECIFICATIONS. WP CEILING MOUNTED -CCTV FIXED POSITION CAMERA WITH CAT-6 DATA CABLE -SEE SPECIFICATIONS AND CAMERA SCHEDULE. CR WALL MOUNTED CARD READER -SEE SPECIFICATIONS. PR WALL MOUNTED PROXIMITY READER -SEE SPECIFICATIONS. NOT ALL SYMBOLS MAY BE USEDTELECOMMUNICATIONS GENERAL NOT ALL SYMBOLS MAY BE USED ABBREVIATIONS NOT ALL ABBREV. MAY BE USED THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE AND DEFINE GRAPHIC SYMBOLS WHICH MAY OCCUR ON THE TECHNOLOGY DRAWING SET. THE ILLUSTRATION OF A SYMBOL, OR SYSTEM OF SYMBOLS, ON THIS SHEET DOES NOT NECESSARILY INDICATE THAT THE BUILDING COMPONENT REPRESENTED SYSTEM BY THE SYMBOL IS USED AS PART OF THIS PROJECT. REFER TO THE COMPLETE DRAWING PACKAGE AND SPECIFICATIONS TO DETERMINE THE SCOPE OF THE WORK PA PUBLIC ADDRESS UNDERGROUND PULL SECTION VOLTAGE DROP UNINTERRUPTABLE POWER SYSTEM TRANSFORMER VARIABLE AIR VOLUME SHORT CIRCUIT CURRENT TRANSIENT VOLTAGE SURGE STRUCTURED CABLING SYSTEM ROOT MEAN SQUARE RECEPTACLE WEATHERPROOF UNLESS OTHERWISE NOTED VOLT AMPERES RIGID GALVANIZED STEEL 600 VOLTS AND LESS TELEPHONE AND DATA REFRIGERATOR VD U.P.S. or UPS XFMR VAV VA V W WP VOLTS WIRE U.G.P.S. SCC T.V.S.S. SCS RMS REF RGS SQ. TV TC TEL/DATA U.O.N. TYP REC, RECEPT SECONDARY SQUARE TYPICAL TELEVISION TIMECLOCK POWER DISTRIBUTION UNIT POLY VINYL CHLORIDE PLUMBING CONTRACTOR POTENTIAL TRANSFORMER FURNISH, INSTALL AND CONNECT OVER 600 VOLTS PDU PVC P.C. PRIMARY PT PROVIDE P POLE SFD SMOKE FIRE DAMPER SHEET METAL AND AIR COND.SMACNA CONTRACTOR'S NAT'L ASSOC. SUPPRESSION (R)DENOTES RELOCATED DEVICE SSBJ SUPPLY SIDE BONDING JUMPER SBJ SYSTEM BONDING JUMPER LOCATION. SHORT CIRCUIT CURRENT RATINGSCCR 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 NONE MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TECHNOLOGY SYMBOLS AND LEGENDS T0.01 Checker MONROE ST. POOL REPLACEMENT TECHNOLOGY SYMBOLS AND LEGENDS SHEET INDEX AV0.01 AUDIO VISUAL SYMBOLS AND LEGENDS AV0.03 AUDIO VISUAL SITE PLAN AV1.02 AUDIO VISUAL OVERALL FLOOR PLAN AV3.01 AUDIO VISUAL ELEVATIONS AV4.01 AUDIO VISUAL ONE LINE DIGRAM AV5.02 AUDIO VISUAL DETAILS - 1 T0.01 TECHNOLOGY SYMBOLS AND LEGENDS T0.02 TECHNOLOGY SITE PLAN T1.00 TECHNOLOGY OVERALL FLOOR PLAN T1.01 DEMO FLOOR PLANS - BUILDING A & B T2.01 TECHNOLOGY FLOOR PLANS - BUILDING A & B T5.01 TECHNOLOGY DETAILS 256203161 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 C O M P AC T C O M P A C T C O M P A C T C OM P A C T C O M PA C T C O M P AC T C OMP A C T C O M P A CT C O M P A C T C O M P A C T C O M P A CT C O M P AC T N S -7 28.93 9884R EVIT C ON TRO LP O IN TEW -2 277 .731 517Elev -0'- 0" NO PA R K I N G E V C H A R GIN G O NLY NO P A R K I N G N O P A R K I N G EV C H A R GIN G O N L Y E V C H A R GIN G O NLY E V C H A R GING O N L Y E V C H AR GIN G O N L Y E V C HA RGIN G O N L Y RT EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C O M P AC T C O M P A C T C O M P A C T C OM P A C T C O M PA C T C O M P AC T C OMP A C T C O M P A CT C O M P A C T C O M P A C T C O M P A CT C O M P AC T N S -2 406 2702 .707 295R EVIT C ON TRO LP O IN TEW -7 477 8501 .994 509Elev -0'- 0" NO PARKING E V C H A R GIN G O NLY NO PARKING NO PARKING EV C H A R GIN G O N L Y E V C H A R GIN G O NLY E V C H A R GING O N L Y E V C H AR GIN G O N L Y E V C HA RGIN G O N L Y RT MIN. 8 " F R O M B A C K OF P E D E S T A L T O E O P EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY R T R T C C C CR CR CRWAP WAP EP AV D WAP N PROJECT NORTH N TRUE NORTH 6.101 6.105 TYP. 6.103 6.103 6.103 6.103 6.102 6.104 A EXISTING BUILDING 6.122 IDF MDF POOL B NEW BUILDING 6.123 6.1236.123 NEW ADDITION GENERAL NOTES: COMMUNICATIONS PATHWAYS 1. CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. 3. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. 4. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE. 5. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. 6. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. 7. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. 8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - LATEST PUBLISHED EDITION. 9. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. 10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 11. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSE WHERE IN THE DRAWINGS AND SPECIFICATIONS. CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER SIZE ADDITIONAL CONDUIT 1"4"16"3" 2" 2"8"36"4" 5" 3"12" 48"5" 6" 4" 15" 60"8" 8" 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 As indicated MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TECHNOLOGY SITE PLAN T0.02 Checker MONROE ST. POOL REPLACEMENT TECHNOLOGY SITE PLAN 1" = 20'-0" T0.02 1TECHNOLOGY SITE PLAN KEYNOTES 6.101 CARD READER. PROVIDE (2) 1" CONDUITS TO ACP. 6.102 WIRELESS AP. PROVIDE (2) 6A CABLES TO IDF. 6.103 4K CCTV CAMERAS. 180 DEGREE FOV. 6.104 (2) 2" CONDUIT FROM IDF TO MPOE RUN UNDERGROUND INSTALL 12-STRAND SM FIBER AND 12-PR CATEGORY 3 CABLES. TERMINATE CONDUITS IN BOTTOM OF IDF CABINET. 6.105 EMERGENCY PHONE AS REQUIRED BY CODE. 6.122 CATEGORY 6 CABLE FOR NETWORK CONNECTION TO IRRIGATION CONTROLLER FROM NEW BUILDING IDF. 6.123 1" CONDUIT WITH (2) CATEGORY 6A CABLES TO EACH WAP. 256203162 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 WAP WAP WAP VI VM CR WAP WAP 1 A 2 BC 3 4 5 6 7 D F E LOBBY 01 STAFF LOUNGE 03 POOL PUMP ROOM 22 MULTI PURPOSE ROOM 14 TELEPHONE 15 ELECTRICAL 21 ADMIN 07 OFFICE 07A STAFF SHOWER 03B STAFF RR 03A WOMEN'S CHANGING/ LOCKERS 10 MEN'S RESTROOM 04 STORAGE 09A WOMEN'S SHOWER 11 WOMEN'S RESTROOM 09 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 STORAGE 19 CORRIDOR/ LOCKERS 20 CORRIDOR 08 CORRIDOR 02 STORAGE 04A FAMILY RESTROOM/ SHOWER 20C ELEC. 14A CIRCULATION 01A FAMILY RESTROOM/ SHOWER 20D ? ? FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B EXTERIOR STORAGE 18 CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B FIRST AID 16 EQUIPMENT STORAGE 17 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 3/32" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TECHNOLOGY OVERALL FLOOR PLAN T1.00 Checker MONROE ST. POOL REPLACEMENT TECHNOLOGY OVERALL FLOOR PLAN KEYPLAN A B 3/32" = 1'-0" T1.00 1TECHNOLOGY OVERALL FLOOR PLAN 256203163 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1 A 2 BC 3 4 D 5 6 7 F 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 DEMO FLOOR PLANS - BUILDING A & B T1.01 Checker MONROE ST. POOL REPLACEMENT DEMO FLOOR PLANS - BUILDING A & B 1/8" = 1'-0" T1.01 1DEMO FLOOR PLAN - BUILDING A 1/8" = 1'-0" T1.01 2DEMO FLOOR PLAN - BUILDING B KEYPLAN A B 256203164 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 WAP WAP WAP VI CR WAP WAP 1 A 2 BC 3 4 D LOBBY 01 STAFF LOUNGE 03 MULTI PURPOSE ROOM 14 TELEPHONE 15 ADMIN 07 OFFICE 07A STAFF SHOWER 03B STAFF RR 03A WOMEN'S CHANGING/ LOCKERS 10 MEN'S RESTROOM 04 STORAGE 09A WOMEN'S SHOWER 11 WOMEN'S RESTROOM 09 MEN'S SHOWER 06 MEN'S CHANGING/ LOCKERS 05 CORRIDOR 08 CORRIDOR 02 STORAGE 04A ELEC. 14A CIRCULATION 01A EXTERIOR STORAGE 18 FIRST AID 16 EQUIPMENT STORAGE 17 6.108 6.108 6.102 TYP. VM 6.114 ACP 6.111 6.116 6.115 6.117 6.110 5 6 7 F E POOL PUMP ROOM 22 ELECTRICAL 21 STORAGE 19 CORRIDOR/ LOCKERS 20 FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D ? ? FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B 6.107 6.108 6.106TYP. 6.1096.124 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 1/8" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TECHNOLOGY FLOOR PLANS - BUILDING A & B T2.01 Checker MONROE ST. POOL REPLACEMENT TECHNOLOGY FLOOR PLANS - BUILDING A & B KEYPLAN A B 1/8" = 1'-0" T2.01 1TECHNOLOGY FLOOR PLAN - BUILDING A 1/8" = 1'-0" T2.01 2TECHNOLOGY FLOOR PLAN - BUILDING B KEYNOTES 6.102 WIRELESS AP. PROVIDE (2) 6A CABLES TO IDF. 6.106 (2) CATEGORY 6 CABLES. 6.107 (2) CATEGORY 6 CABLES +44" 6.108 4K CCTV CAMERAS. 90 DEGREE FOV. 6.109 IDF CABINET. NEMA 4 RATED WITH INTEGRAL AC UNIT (HOFFMAN PTHS362428G4A) OR EQUAL. INSTALL AT 12" BELOW CEILING. 6.110 (2) 2" CONDUITS FROM TELEPHONE ROOM TO MDF CABINET. RUN OVERHEAD. 6.111 MDF CABINET. PROVIDE WALL MOUNTED 36" TALL ENCLOSED CABINET. MOUNT 6" BELOW CEILING. INSTALL 12-STRAND SM FIBER OPTIC CABLE TO IDF. 6.114 AIPHONE VIDEO INTERCOM MASTER STATION. EXACT LOCATION TBD. 6.115 AIPHONE VIDEO INTERCOM. 6.116 MULLION MOUNTED CARD READER. 6.117 ACCESS CONTROL PANEL. EXACT LOCATION TBD. 6.124 PROVIDE (1) CAT 6 CABLE TO PV SYSTEM INVERTER. SEE ELECTRICAL PLANS FOR LOCATION. TYP. 256203165 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NOTES: E.C. TO MOUNT 20 AMP DEDICATED CIRCUIT QUAD OUTLET ON INSIDE BACK OF CABINET. COORDINATE LOCATION WITH E.C. CONDUIT TO BUILDING BUILDING ENTRANCE BY E.C. SEE FLOORPLANS . BOND RACK FRAME TO TELECOMMUNICATIONS BONDING BUSBAR WITH #6 GREEN INSULATED COPPER CONDUCTOR AND 2-HOLE COMPRESSION LUGS. INSTALL 24" X 24" WALL MOUNTED CABINET PER SPECIFICATION WITH DOOR LOCKS, FAN AND FILTER KIT, AND VENTED DOOR. MOUNT CABINET TO THE E.C.-INSTALLED PLYWOOD. PATCH AND CROSS-CONNECT ALL EQUIPMENT PER DISTRICT INSTRUCTIONS. INSTALL CATEGORY-6 PATCH PANEL AS REQUIRED PER SPECIFICATION. PROVIDE QUANTITY OF PATCH PANELS AND JACKS NECESSARY TO TERMINATE ALL DATA CABLES. 1U HORIZONTAL WIRE MANAGEMENT. INSTALL (1) WIRE MANAGER ABOVE AND BELOW EACH PATCH PANEL AND (1) BELOW EACH OWNER SUPPLIED DATA SWITCH. HORIZONTAL CABLING TO LOCATIONS AND QUANTITIES AS INDICATED ON FLOOR PLANS. ROUTE, BUNDLE AND SUPPORT CABLES AT 4 FT. INTERVALS. DISTRICT PROVIDED CONTRACTOR INSTALLED DATA NETWORK EQUIPMENT. INSTALL FIBER OPTIC ENCLOSURE PER SPECIFICATION. TERMINATE FIBER FROM MDF AS SPECIFIED. 1 2 3 4 5 6 7 8 9 10 TYP. 4 8 7 6 2 10 51 9 3 11 12-STRAND SINGLE-MODE CABLE TO CAMPUS MDF. SEE SITE PLANS.11 PROVIDE (1) CAT 6, 4 PAIR UTP CABLE(S) TO RESPECTIVE IDF. COLOR OF CABLE(S) SHALL BE BLUE. TERMINATE STATION END(S) IN STATION CONNECTOR(S) PER SPECIFICATIONS. TERMINATE RACK END(S) ON DATA PATCH PANEL(S) PER SPECIFICATIONS. PROVIDE COVERPLATE PER SPECIFICATIONS. COVERPLATE MATERIAL AND FINISH SHALL MATCH ADJACENT/NEARBY POWER COVERPLATES. PROVIDE FLOOR BOX, POWER POLE & MODULAR FURNITURE DEVICE BRACKETS/CUSTOM ADAPTERS AS REQUIRED FOR A COMPLETE INSTALLATION. INCLUDE ALL COSTS IN BASE BID. PROVIDE COVERPLATE LABELING PER SPECIFICATIONS. SEE SPECIFICATIONS FOR ALL OTHER LABELING REQUIREMENTS. 13.CONTRACTOR SHALL UTILIZE CONDUIT(S)/SLEEVE(S) SEQUENTIALLY, MAXIMIZING THE CABLE FILL IN EACH BEFORE UTILIZING THE NEXT CONDUIT(S)/SLEEVE(S). MAXIMUM ALLOWABLE CONDUIT FILL SHALL BE BASED ON NEC TABLES FOR CONDUIT FILL. REFERENCE ALL STRUCTURED CABLING SYSTEM DRAWINGS (SCS-SHEETS). REFERENCE ALL ARCHITECTURAL DRAWINGS (SHELL & T.I.). REFERENCE ALL ELECTRICAL DRAWINGS (SHELL & T.I.). 10. 11. 12. 8. 9. 7. 5. 6. 2. 3. 4. 1.INSTALLATION OF EQUIPMENT AND WIRING MUST MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/EIA/TIA AND ISO 9001. EQUIPMENT AND MATERIALS MUST COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR LABELED AS SUCH. COMPLIANCE WITH ANSI/TIA/EIA 569-B. COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATIONS PATHWAYS AND SPACES. COMPLIANCE WITH ANSI/TIA/EIA 568-B. COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARDS. DRAWINGS AND LAYOUTS ARE PRIMARILY DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR FINAL FOOTAGES AND EXACT LOCATIONS. COMMUNICATIONS CABLES (ANY TYPE) ROUTED THRU FURNITURE SYSTEMS SHALL BE ROUTED VIA DEDICATED COMMUNICATIONS PATHWAY, WHEN AVAILABLE. WHEN DEDICATED COMMUNICATIONS PATHWAY IS UNAVAILABLE, THE ABOVE-MENTIONED CABLES SHALL BE ROUTED IN A BARRIERED SYSTEMS FURNITURE RACEWAY SEPARATE FROM POWER CONDUCTORS PER EIA/TIA STANDARDS AND NEC REQUIREMENTS. CONTRACTOR SHALL VERIFY SYSTEMS FURNITURE TYPE AND CABLE ROUTING/ FACEPLATE LOCATION WITHIN SYSTEMS FURNITURE PRIOR TO BID. INCLUDE ALL COSTS IN BASE BID. REFERENCE ALL ELECTRICAL AND STRUCTURED CABLING SYSTEM SPECIFICATIONS (ALL 16600 NUMBERED SPECIFICATIONS). CONTRACTOR SHALL NOTE IN WRITING. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. AS SUCH DISCREPANCIES ARISE, THE MORE STRINGENT SHALL TAKE PRECEDENCE. BLANK INSERT. ALL UNUSED OPENINGS SHALL BE COVERED WITH A BLANK INSERT MATCHING THE COLOR OF THE FACEPLATE. +48" TYP. PROVIDE STATION CONNECTOR PER SPECIFICATIONS. WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND/OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. TYP. WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND/OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. 1 2 6 7 4 5 1 7 1 4 6 2 3 INSTALL DEDICATED SUSPENDED CEILING WIRE/HANGAR OR SUPPORT ROD/ROD HANGAR DIRECTLY TO STRUCTURAL CEILING ABOVE TO SUPPORT WAP 2-PORT HOUSING. PROVIDE (1) CAT 6, 4 PAIR UTP CABLE(S) TO RESPECTIVE IDF. COLOR OF CABLE(S) SHALL BE BLUE. TERMINATE STATION END(S) IN VOIP STATION CONNECTOR(S) PER SPECIFICATIONS. TERMINATE RACK END(S) ON VOICE PATCH PANEL(S) PER SPECIFICATIONS. TYP. TYP. 1 7 4 6 2 WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND/OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. 1 9 8 TYP.2 7 TYP. 6 2 1 7 1 TYP. 1 INSTALL DEDICATED SUSPENDED CEILING WIRE/HANGAR OR SUPPORT ROD/ROD HANGAR DIRECTLY TO STRUCTURAL CEILING ABOVE TO SUPPORT WAP 2-PORT HOUSING.8 PROVIDE (1) SURFACE MOUNT, PLENUM-RATED TWO-PORT HOUSING. (LEVITON 41089-2WP OR EQUAL) MOUNTED TO IN-CEILING BRACKET WITH SPRING WIRE MOUNT(LEVITON 49223-CBC OR EQUAL) WHERE APPLICABLE. PROVIDE 15FT SLACK LOOP NEAR WAP SUSPENSION POINT. 9 USE THIS OUTLET TYPE WHEN SHOWN ABOVE ACCESSIBLE CEILING SPACE USE THIS OUTLET TYPE WHEN SHOWN ABOVE/IN AN INACCESSIBLE CEILING SPACE A GENERAL NOTES 2 SPECIFIC NOTES 1 WALL MOUNTED DISPLAY DEVICE TYPICAL DATA/VOIP ONLY DEVICE SCALE: NTS 24" HIGH WALL MOUNTED IDF CABINET4 3CCTV CAMERA DEVICE OR WIRELESS ACCESS POINT DEVICE 5/8" GYP. BOARD 3X6 (MIN) WOOD BLOCKING 2X FRAMING DATA CABINET STUD WALL 24" WALL 25" EQUAL EQUAL FLOOR WALL MOUNTED DATA RACK MOUNTING DETAIL5 SIMPSON A35, TOP OR BOTTOM, EACH END SCALE: N.T.S. 3/8 DIA. X 3" LONG LAG BOLTS (TYPICAL FOR 6 LOCATIONS) TYPICAL WALL MOUNTED DATA RACK (150LBS. MAX) 24"H X 24"W X 25"D. 6'-0" AFF TO BOTTOM OF RACK 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 949.751.5800 www.tk1sc.com Member of WSP ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 619-795-2555 Office 2765 Truxtun Rd, San Diego, California 92106 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DWGS. 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATE INITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Project Leader -Rick Brysacz Technology Lead -Rick Brysacz WSP Job #:B2305567.000 12" = 1'-0" MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 TECHNOLOGY DETAILS T5.01 Checker MONROE ST. POOL REPLACEMENT TECHNOLOGY DETAILS 256203166 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL AREA PLAN 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. 1''=10'-0'' EACH POOL SHALL BE PROVIDED WITH A SHEPHERD'S HOOK ATTACHED TO A NON-TELESCOPING POLE, WITH A MIN. LENGTH OF FOURTEEN (14) FEET, AND MADE WITH A BLUNT END. EACH POOL SHALL BE PROVIDED WITH A USCG APPROVED LIFESAVING RING HAVING AN OUTSIDE DIAMETER OF FIFTEEN TO TWENT-FOUR INCHES (15''-24''), FIRMLY ATTACHED TO A ONE-QUARTER INCH TO THREE-EIGHTHS INCH (|''-{'') DIAMETER THROWING ROPE THAT IS AS LONG AS ONE AND ONE HALF (1\) TIMES THE MAXIMUM WIDTH OF THE POOL, OR FIFTY FEET (50'), WHICHEVER IS LESS. LIFESAVING EQUIPMENT SHALL BE MOUNTED IN A CONSPICUOUS PLACE WITHIN THE POOL ENCLOSURE AND BE READILY AVAILABLE FOR USE IN GOOD CONDITION. F. 1 SP-9 ALL ENTRY GATES SHALL BE SELF-CLOSING AND SELF-LATCHING. SEE ARCHITECTURAL PLANS FOR GATE DETAILS 1 ALL FENCES SHALL EXCEED 5'-0" IN HEIGHT. SEE ARCHITECTURAL PLANS FOR DETAILS. 2 COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH OWNER PRIOR TO INSTALLATION. A. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND QUANTITY OF REQUIRED EXITS, DRINKING FOUNTAINS, AND SANITARY FIXTURES. B THE POOL CANNOT BE WITHOUT AN APPROVED POOL ENCLOSURE AT ANY TIME, INCLUDING DURING CONSTRUCTION AND INSTALLATION OF THE NEW POOL ENCLOSURE. C DEPTH MARKERS SHALL BE 6" CLR OF ANY DECK JOINTSD. EXPANSION AND CONTROL JOINTS MUST NOT OVERLAP TILE MARKERS OR DECK ANCHORS. NOTIFY ARCHITECT OF ANY CONFLICTS. E. SP-0 NORTH SWIMMING POOL SEE SP-1 ACCESSIBLE LIFT SOLAR HEATING FIELD SEE SP-18 MECHANICAL ROOM SEE MR-1 1 SP-3SCOREBOARD 1 SP-16 4 SP-15POOL SIGNAGELIFE RING & SAFETY HOOK DECK DRAINS AND HOSE BIBS SEE CIVIL PLANS SURGE TANK SEE SP-2 LIFE RING & SAFETY HOOK 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203167 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 6'-6'' 5'-6'' 12'-0'' 12'-0'' 12'-3'' 11'-0'' 10'-0'' 9'-0'' 7'-0'' 3'-6'' 4'-6'' 7'-0'' 4' - 7 12" 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 8'- 1 0 12" 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 4' - 7 " 7' - 3 " 5' - 3 " 11 5 ' - 0 " 1' - 0 " 4' - 7 12" 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 8'- 1 0 12" 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 4' - 7 " 7' - 3 " 5' - 3 " 11 5 ' - 0 " 1' - 0 " 6'-0" 8'-412"8'-4"8'-4"8'-4"8'-412" 6'-0" 75'-1" 2'-0"14'-6"14'-6"4" 75'-1" 14'-6"14'-5"14'-6" 1: 1 0 S L O P E UL UL RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA AL DM 12'-0" DM 12'-0" DM 7'-0" 8'-0'' DM 7'-0" DM7'-0" DM 4'-6" ND NR HRHRHRHRHRHRHR BSBS ND NR DM 3'-6" DM 3'-6" DM 3'-6" ND NDNR ND DM4'-6'' NR LAD DM 7'-0" DM 7'-0" DM7'-0" NR DM 12'-0" DM12'-0'' DM12'-0'' DM12'-0''DM12'-0''NR NR NRGR GR LAD MD 18''X36'' 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 BS BS 9'-0"9'-0"45'-1" 15'-0"15'-0"45'-1" 4" SWIMMING POOL LAYOUT PLAN 6'' THICK CONC. SLAB #4 @ 12'' O.C. E.W. 6'' WATERLINE AND HANDHOLD TILE IS CONTRASTING COLOR TO THE POOL FINISH, AROUND THE ENTIRE POOL PERIMETER. 1. 1M 1M 1/8''=1'-0'' 6'-7" TYP. 6'-7" TYP. 3 SP-8 RARA THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYORTO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS AS FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362) SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE END) 75'-05/16'' MIN.: 75'-1 3/16'' MAX. TOLERANCE AGAINST LENGTH SHALL EXTEND IN A VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M. (2'-7\'')BELOW THE SURFACE OF THE WATER AT ALL POINTS OFBOTH END WALLS TYP. OF ALL COURSES. THE INDEPENDENT LICENSED SURVEYOR SHALL FILL OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION FORM(S) WITHUSA SWIMMING. CONTRACTOR SHALL RETAIN A LICENSED ENGINEER TO CERTIFY THE MAIN DRAIN SYSTEMS AS V.G.B. COMPLIANT. = =MAIN DRAIN GRABRAIL = = = = ROPE ANCHOR RACING PLATFORM 'NO RUNNING' / 'NO DIVING' DEPTH MARKER GR MD DM NR RA RP = =UNDERWATER LIGHTUL BS BACKSTROKE STANCHION = =ACCESSIBLE LIFT MGC AL MOVEABLE GUARD CHAIR =LADDERLAD 1 4 SP-11 4 SP-8 =ONE METER DIVE STAND1M =HANDRAILHR 5-6 SP-8 1 SP-12 1 SP-10 5 SP-10 2 SP-10 3 SP-14 4 1 SP-9 3 2 SP-9 SP-10 SP-10 SP-12 NORTH UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL MD 18''X36'' SWIMMING POOL PLASTER FINISH IS WHITE IN COLOR. 2. ALL MARKERS LOCATED ON THE DECK SHALL BE SLIP RESISTANT. SLIP RESISTANT IS CONSIDERED A WET COEFFICIENT OF FRICTION OF 0.6 OR GREATER AND SHALL BE FLUSH WITH THE POOL DECK FINISH. 3. 4.SEE SP-5 FOR WATER POLO LAYOUT AND ADDITIONAL ANCHOR PLACEMENT. 5.PROVIDE EQUIPOTENTIAL BONDING ON ALL METALLIC POOL WALL PANELS TO CONCRETE FLOOR AND DECK REINFORCEMENT PER 2/SP-14. 6.POOL DECK MARKERS SHALL BE LOCATED AROUND POOL PERIMETER AND WATER LINE AT SPACING NOT TO EXCEED 25'-0''. RP RP RP RP RP RP RP RP RP RP RP RP RP MGC 10 ' - 7 " 2'' WIDE CONTRASTING STEP TRIM W/ 1'' X 1'' NON-SLIP TILE 4'' WIDE CONTRASTING WARNING TILE AT 4'-6'' DEPTH W/ 1'' X 1'' NON-SLIP TILE SP-4 A SP-4 B ND14 ' ' 12 ' 'ND DM3'-6''ND DM3'-6'' SP-4 C 8'-4"8'-4"8'-4"8'-4" UL UL UL UL 9'-01 2" SP-1 50'-012"16'-0" 2' - 8 " 2' - 8 " =STANCHION ANCHORSA 2 SP-10 SA SA SA SA SA SA SA SA 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203168 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL PIPING PLAN 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. 112''112'' 2'' 112''2''112''2''2\'' 112''112''2\''2\'' 112''2''112''2'' 112''2''112''2'' 112''2''112''2'' 112''2''112''2''2\'' 112''2''112''2''2\'' 112''2''112''2''2\'' 112''2''112''2''2\'' 112''2''112''2''2\'' 12'' MD SUCTION 4'' 6'' 6'' 6'' 8'' 8'' 8'' 6'' 6'' 4'' FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI MD 18''X36'' AV G0 G0 AV AV 8''8'' 10'' RETURN 1''=10'-0'' G0 G0 2\'' 2\'' 2\''2\''FI 2\''FI 2\''FI 2\''FI 2\''FI 2\''FI 2\''FI 2\''FI MD 18''X36'' 10'' GUTTER OUTLET 1.PIPING ROUTES ARE SCHEMATIC IN NATURE AND SHOWN ON PLANS FOR CLARITY. CONTRACTOR SHALL ROUTE PIPING ACCORDINGLY TO MEET NOTED INVERT ELEVATIONS. REFER TO REFERENCED DETAIL FOR PIPE SPACING REQUIREMENTS. 2.ALL BELOW GRADE POOL PIPING SHALL BE SCHEDULE 40 PVC AND ALL ABOVE GRADE POOL PIPING SHALL BE SCHEDULE 80 PVC. 3.COORDINATE ALL PIPING WITH SITE AND BUILDING UTILITIES INCLUDING PIPING, CONDUITS / STRUCTURES AND THE LIKE. COORDINATE ROUTING OF PIPING THROUGH STRUCTURAL SLAB. ALL PIPING SHALL HAVE UNIFORM SLOPE IN ONE DIRECTION. 4.SURGE CHAMBER TEE SUCTION SHALL BE SET AT +6'' A.F.F. MAINTAIN MAXIMUM SEPARATION BETWEEN SUCTION AND INFLUENT PIPING WITHIN THE SURGE CHAMBER. 5.EACH MAIN DRAIN SHALL BE EQUIPPED WITH HYDROSTATIC RELIEF VALVE PER RECOMMENDATIONS OF GEOTECHNICAL REPORT 5 SURGE CHAMBER ACCESS AIR VENT GUTTER OUTLET SCA AV GO = = = FLOOR INLET MAIN DRAINMD FI = = 5 3 1 2 4 SP-12 SP-13 SP-6 SP-12 SP-12 SP-12 SCA 12 ' - 0 " 9' - 9 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 7' - 0 " 2' - 6 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 12 ' - 0 " 6' - 6 " 12'-0"12'-0"12'-0"12'-0"12'-0"7'-61 2"7'-61 2" SP-2 NORTH AV BFV 10'' FV 12'' SURGE CHAMBER TEE SUCTION @ 6'' A.F.F. SL O P E 1 . 5 % T O S U R G E C H A M B E R SLOPE 1.5% TO SURGE CHAMBER 8''8'' 8,634 GAL. TOTAL SUPPLIED SURGE REQUIRED SURGE CAPACITY 8,822 GAL. 4,188 GAL. SURGE IN PERIMETER GUTTER = = = = 4,634 GAL. 8'-0'' X 10'-0'' X 10'-0'' SURGE IN SURGE CAMBER 8,822 GAL. 8,634 GAL. BUTTERFLY VALVEBFV=2 SP-13 FLOAT VALVEFV=3 SP-13 ABOVE FINISH FLOORAFF= FI SURGECHAMBER 3 SP-7 3 SP-13 SWIMMING POOLMECHANICAL ROOM SEE MR-1 12'' MD SUCTION 6'' FILL EQUALIZER 10'' GUTTER OUTLET BFV 6'' SOLAR HEATING SUCTION 12''12'' SWIMMING POOL SOLAR HEATING PLUMBING SEE SP-18 SL O P E 1 . 5 % T O S U R G E C H A M B E R 2\'' 2\''2\''2'' 2''2'' 10'' 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203169 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL UNDERWATER LIGHTING AND TIMING PLAN 1''=10'-0'' 'SP-3' 2-JB'S 2-JB'S 'SP' ELECTRICAL PANEL SP-14 3 SP-17 2 UL UL UL UL UL UL UL UL UL UL UL UL UL UL ULULULUL UNDERWATER LIGHT JUNCTION BOX= = JB UL SP-3 'SP-5' NORTH RP RACING PLATFORM=5 SP-10 D TIMING DECK NODE (4''x4''x6'' PVC BOX) 2 TIMING SYSTEM WALL INTERFACE WPI W/ 12''x12''x6'' PVC BOX 5 START DECK NODE (4''x4''x6'' PVC BOX) SCOREBOARD DECK NODE (4''x4''x6'' PVC BOX) F 1 SP-17 3 SP-17 ETHERNET DROP-BY OTHERS DESCRIPTION WALL PLATE TIMER NODE8 QUANTITY 2 UNIT COUNT 2 COUNT 10 COUNT 1 COUNT 1 COUNT 3 COUNT WALL PLATE SCOREBOARD NODE9 1 COUNT WALL PLATE FIBER CONNECTIONF4 1 COUNT NOTE: THE CONTRACTOR SHALL SUPPLY AND INSTALL DECK PLATE BOXES, WALL PLATE BOXES, WALL PLATE JUNCTION BOXES, CONDUIT, WIRING, SCOREBOARD AND ALL TIMING EQUIPMENT AS SHOWN FOR THE 'COLORADO' TIME SYSTEM OR EQUAL. START SYSTEM TIMING SYSTEM FLAG POLE MOUNTING KIT FOR STARTER GEN7 LAPTOP START-FPM-2 QTY MODEL 1 DESCRIPTION R-600-3021 MODEL GEN7-TMR QTY 1 DESCRIPTION INTUITIVE SOFTWARE INTERFACE WITH MODERN WINDOWS USER INTERFACE AND TOUCHSCREEN FRIENDLY. FLEXIBLE USER INTERFACE OPTIONS WITH ETHERNET CONNECTIVITY TO THE TIMER. ADVANCED DIAGNOSTICS, INTELLIGENT BUS SYSTEM, ROBUST SAFEGUARDS. TIMER WILL CONTINUE TO RUN AND FINISH RACE WITHOUT USER INTERFACE. WET-PLUGGABLE TITANIUM CONNECTIONS. INTEGRATED 2.4 GHz WIRELESS TO SCOREBOARDS, FACILITY NETWORK CONNECTIVITY. 6 WATT INDIVIDUAL BLOCK SPEAKERSP-6/4510 10 TP-90G AQUAGRIP GUTTERHUNG TOUCHPADS (90'' x 22'') US PATENT 5,702,799 TOUCHPADS QTY MODEL DESCRIPTION 1 CAD-TP96 TOUCHPAD CADDY FOR GUTTERHUNG TOUCHPADS. HOLDS UP TO TEN TOUCHPADS. SOME ASSEMBLY REQUIRED. CHAMPION SERIES START SYSTEM WITH WIRED MICROPHONE, VOLUME CONTROL ON EACH MICROPHONE INPUT, EXTERNAL CONNECTIONS FOR ADDITIONAL STROBE LIGHTS, LED BATTERY INDICATION LIGHT, AC/DC POWER CAPABILITIES AND AN EXTERNAL 360^ STROBE. TRIPOD OR TABLE TOP OPTIONS. SS1 10 4000-0040 SPECIAL SIZE TOUCHPAD BRACKETS 1 2 3 GEN7 CABLE SCOREBOARD CABLE, 8 METERR-015-707-8 QTY 1 MODEL DESCRIPTION TIMER CABLE, 8 METERR-015-715-81 GEN7 IN DECK QTY MODEL 10 DESCRIPTION TDPI-D TITANIUM DOMED DECK PLATE-INTELLIGENT TITANIUM DECK PLATES REQUIRE A 4'' SQUARE OR 4.125'' DIAMETER CIRCULAR OPENING AT A MINIMUM. WRITTEN VERIFICATION AND SIGN OFF REQUIRED FROM CUSTOMER. NOTE: INCLUDES 5 YEAR WARRANTY. CTS IS THE ONLY MANUFACTURER OF TITANIUM DECK PLATE. STARTER CABLE, 8 METERR-015-706-81 TIMER CABLE, 15 METERR-015-715-151 1 TP-GEN7-10 TEN-LANE TOUCHPAD SYSTEM FOR THE GEN 7 TIMING SYSTEM (SERIAL) INCLUDES AN TEN-LANE CABLE HARNESS, ONE PUSHBUTTON PER LANE+ ONE SPARE, VACUUM PUMP AND TOUCHPAD METER. GEN7 TOUCHPAD SYSTEM QTY MODEL DESCRIPTION 1 TDPI-S2 START DECK NODE 1 TDPI-SC5 SCOREBOARD DECK NODE 3 R-1004-0549 GEN7 WALL PLATE (12X12) 1 TDPI-K1 KIT-SCOREBOARD BUS HEAD& TAIL NODE INSTALLATION 1 TDPI-K1 KIT-TIMING BUS HEAD & TAIL NODE INSTALLATION 1 WPI-F4 WP-YDS FIBER & LEGACY CONNECT GEN7 CABLE QTY MODEL 1200' DESCRIPTION R-015-737 TIMING BUS CABLE- 7 CONDUCTOR 1200'R-015-726 SCOREBOARD BUS CABLE- 4 CONDUCTOR D 2 5 F 1 PC-PRO-R PACE CLOCK - PRO/WATER POLO SHOT CLOCK PACE CLOCK QTY MODEL DESCRIPTION 2 DC-1500 SPECIFICATIONS: 1 PC-PRO AND 2 DC 1500 DECK CLOCKS PER OWNER APPROVAL. 4 DIGIT PACE CLOCK 10'' RED DIGITS - VIEWABLE UP TO 400 FEET HIGH INTENSITY LED - INDOOR/OUTDOOR "SPLASH-PROOF" PROTECTIVE LENS INTERNAL RECHARGEABLE BATTERY INTERNAL HORN FEET AND HANDLE FUNCTIONS: SIMPLE PACE CLOCK CUMULATIVE SPLIT DISPLAY LAP SPLIT DISPLAY LAP COUNTER LAP SPLIT DISPLAY WITH TURN SPEED RELAY EXCHANGES DISPLAY START REACTION DISPLAY HAND TURN SPEED BREAK OUT SPEED DISPLAY BREAK OUT SPEED DISPLAY WITH START REACTION TIME DISPLAY FOR REPETITIVE SETS SINGLE LANE TIMER MID-RACE TIMING DISPLAY WATERPOLO SHOT CLOCK WATERPOLO GAME CLOCK NOTE: MOST FUNCTIONS REQUIRE ADDITIONAL INPUT DEVICES, i.e. TOUCHPAD, RELAY JUDGING PLATFORM, START SYSTEM, PUSHBUTTONCONTROLLER QTY MODEL 1 DESCRIPTION WTTC-2 WIRELESS TABLE TOP CONTROLLER 1 CASE-WTTC CASE FOR THE WIRELESS TABLE TOP CONTROLLER 1 WHC-1 WIRELESS HANDHELD CONTROLLER ADAPTER QTY MODEL 1 DESCRIPTION WA-3 WIRELESS ADAPTER, 2.4 GHz RELAY JUDGING PLATFORM QTY MODEL 10 DESCRIPTION RJPL-24x32 CTS RELAY JUDGING PLATFORM 24''x32'' W/ BUILT-IN LED LIGHT FOR START 1 CAD-RJPL-2 CADDY- 24'' WIDTH RELAY JUDGING PLATFORMS (HOLDS 10) FULL COLOR VIDEO DISPLAY QTY MODEL DESCRIPTION 4 1 SP-16 SCOREBOARD1 TO BE TERMINATED INTO SCOREBOARD LOAD PROVIDE SIX (6) DEDICATED 20 AMP CIRCUIT CONNECT TO TIMING/WALL BOX LOCATION W/ SCOREBOARD DATA CONNECTION BOX MASTER ON/OFF SCOREBOARD SWITCH WITH 5 6 7 PILOT LIGHT W/ LOCKABLE ENCLOSURE. BONDING AND STRUCTURAL SUPPORTS. PROVIDE LED MATRIX DISPLAY SCOREBOARD AND VIDEO CAPABILITIES. Y5C 12mm 208H x 352W SMD, FA, OD 2PM DISPLAY ACTIVE AREA: 98.3(H) x 166.3(W) 1'' PVC CONDUIT. CENTER THE SCOREBOARD SHALL HAVE FULL COLOR INCLUDING ALL POWER REQUIREMENTS, RP RP RP RP RP RP RP RP RP RP RP RP RP 3 1\''C. TYP. D 5 TYP. S 6 SCOREBOARD 4 1 2 F8 ETHERNET DROP 2 1\''C. S 12''x12''x6''PVC BOX 8 9 F4 F JB'S, OUTLETS, AND TIMING CONTROLS TO BE MOUNTEDTO BACKSIDE OF BENCHES TYP. SEE ARCHITECTURAL PLANS D D D D D D D D D 3 3 3 3 3 3 3 3 3 'SP-9' F8 1'' CONDUIT W/2-#8 AND 1-#8SOLID GREENTO LIGHTINGCONTACTORPANEL TYP. 'SP-11' 'SP-17,19,21,23,25,27' 'SP-15''SP-1' 3-JB'S JB'S AND OUTLETS TO BE SET FLUSH INTO BACKSIDE OF SITE WALL. POOL CONTRACTOR TO COORDINATE WITH ALL TRADES SWIMMING POOL MECHANICAL ROOM SEE MR-1 ULULULUL UL UL UL UL UL UL UL UL UL UL UL UL UL UL 'SP-5' 2-JB'S 'SP-7' 'SP-3' 12X12 JB JB'S, OUTLETS, AND TIMING CONTROLS TOBE MOUNTED TO BACKSIDE OF BENCHESTYP. SEE ARCHITECTURAL PLANS 'SP-13' 'SP-1' 1'' CONDUIT W/ 1-#8 SOLIDAND LAMP CORD TOJUNCTION BOX, TYP. 1\''C. 5 7 1''C. SCOREBOARD DESK TOP AND DISPLAY LINK AND GEN 7 TIMER. UNDERWATER LIGHTOVERRIDE SWITCH ETHERNET DROP BY OTHERS 4-JB'S 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203170 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL SECTIONS WATERLEVEL 6'' WATERLINE TILE 12 ' - 0 ' ' 12 ' - 0 ' ' 3'- 0 ' ' TY P . UL RARA 12 ' - 3 ' ' SPRINGLINEMD MD 12 ' - 3 ' ' WP WP RAWP RAWP SPRINGLINE WATERLEVEL 6'' WATERLINE TILE 3' - 0 ' ' T Y P . RA 12 ' - 0 ' ' 2 SP-8 12 ' - 3 ' ' RA WP WP 12 ' - 0 ' ' 7' - 0 ' ' UL 3' - 6 ' ' 4' - 6 ' ' RAWP RA WP RA WP RA WP LAD 2'-412"2'-3"77'-0"2'-3"4'-9"2'-3"24'-112" 4'-71 2"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"5'-3" 115'-0" GR 6'-0" GR 6'-0" 2 SP-9 RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA RA RA 2' - 6 ' ' SPRINGLINE WATERLEVEL 6'' WATERLINE TILE 3' - 0 ' ' T Y P . RA 12 ' - 0 ' ' 7' - 0 ' ' 2 SP-8 12 ' - 3 ' ' RAWP WP 12 ' - 0 ' ' 7' - 0 ' ' UL CONTRASTING TILE AT 4'-6'' DEPTH 4'' WIDE STRIP OF 3' - 6 ' ' 4' - 6 ' ' RAWP RA WP RA WP RA WP LAD 2'-41 2"2'-3"77'-0"2'-3"4'-9"2'-3"24'-112" 4'-71 2"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"5'-3" 115'-0" 2 SP-9 RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RAUL RARARA 2' - 6 ' ' 8'-412"8'-4"8'-4"8'-4"8'-4"8'-412" 75'-1" (25 YD) 18X36 18X36 MD18X36 MD18X36 1/8'' = 1'-0'' 1'-0" 1'-0" SP-4 1 SP-7 1 SP-6 1 SP-7 1 SP-6 1 SP-7 1 SP-6 2 SP-6 4 SP-6 63'-1" 2 SP-6 4 SP-6 4'' WIDE STRIP OF CONTRASTING TILE AT 4'-6'' DEPTH POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. 10'-0"12'-6"15'-0"54'-10" 7' - 0 ' ' 7'-6"10'-0"5'-2" 1/8'' = 1'-0'' 1/8'' = 1'-0'' 10'-0"12'-6"15'-0"54'-10"7'-6"10'-0"5'-2" UL UL UL UL UL 8'-4" UL 8'-4" UL 8'-4" 24'-0"24'-0"27'-1" 4'-9"4'-11"4'-9"4'-11" 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203171 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 2' - 4 1 2" 2' - 3 " 77 ' - 0 " 4'-9"4'-11"55'-9"4'-11"4'-9" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL WATER POLO LAYOUT 2' - 4 1 2" 2' - 3 " 77 ' - 0 " 2' - 3 " 4' - 9 " 2' - 3 " WP WP 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" WPRA SA WPRA FWP FWP12'' 2'-3'' 12'' 2'-3'' 12'' 2'-3'' 25YD FWP25M 2' - 3 " 4' - 9 14" 2' - 3 " WP WP 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" SA WPRA WPRA WPRA WPRA 26 ' - 0 " 24 ' - 1 14" 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" 26 ' - 0 " WP WP WPRA SA WPRA WP WP SA WPRA WPRA WPRA WPRA WPRAWPRAWPRAWPRA 1/8''=1'-0'' SP-11 2 SP-10 1 WATER POLO STANCHION ANCHOR WATER POLO ROPE ANCHOR= = WP RA WP SP-10 2STANCHION ANCHOR=SA SP-11 3FLOATING WATER POLO=FWP SP-5 NORTH 12'' 2'-3'' 12'' 2'-3'' 12'' 2'-3'' SP-14 4WATER POLO CUP ANCHOR=WPCA WP CA WP CA WP CA WP CA 4'-9"4'-11"55'-9" 4'-11" 4'-9" 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203172 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1''=1'-0''[''=1'-0'' 9' ' SHOTCRETE WALL TILE WATERLINE 6'' X 6'' DOUBLE CAP TILE WATERLINE SLOPE 2% RECESSED TILE (2) ['' RADIUS BEAD @ 4|'' BULLNOSE @ TOP AND DECK W/ [" RADIUS CANTILEVER CONCRETE POOL PERIMETER 3' ' 6'' 6' ' 2" 1' - 4 ' ' 2\'' 1'-4''2''2\'' WATER LEVEL PER PLAN ELEV. PER PLAN POOL DECK CERAMIC TILE MARKERS 2' ' 7'' WHITE PLASTER FINISH 12'' MARKERS BULLNOSE RECESSED SHOTCRETE W/ WOOD FLOAT FINISH BOTTOM EDGE PROVIDE SMOOTH EVEN NON-ABRASIVE HANDHOLD FINISH WATERPROOFING PER SPECIFICATIONS FLUSH VA R I E S S E E P L A N 1' - 4 ' ' CAST IN PLACE FLOOR SHOTCRETE WALLS LAP ALL REINFORCEMENT MIN. 64 BAR DIA. PLACEMENT, ROUGHEN TO |'' AMPLITUDE. SANDBLAST JOINT PRIOR TO SHOTCRETE FLOOR AND SHOTCRETE WALL JOINT. PROVIDE CONST. JOINT AT POURED 12'' THUS 3-#5 CONT. #4 @ 12'' O.C. #4 @ 12'' O.C. 2'-0'' 4' ' 6'' 8' ' 6'' THRU-OUT FLOOR #4 @ 12'' O.C. E.W. #4 @ 12'' O.C. E.W. (SEE TABLE) SPRING LINE WALL/FLOORTRANSITION 2-#4 CONT 2''CLR 3'' 'ds' CL R . 2'' RAD 1\ ' ' KE Y 3'' CLR. "t" SEE TABLE 12 ' ' 3 - DIA LAP 64 BAR WA T E R D E P T H AROUND POOL #4 @ 12'' O.C. 7-#4 CONT 2'-6'' 2" C L R REINF. IN SAME PLANE 1-#4 CONT WATER LEVEL 2'' C.J. 3''CLR 2'-6'' 1'-4''7'' 6'' 6' ' 2'' 3' '12 ' ' 5'' 6''FLR. FIELD BEND REINF. CLR TYP. - 3 REINFORCEMENT TABLE VERTICAL REINF. #4 @ 12'' O.C. #4 @ 6'' O.C.5'-1'' TO 7'-0''8'' WATER DEPTH 3'-6'' 6'' "t" 18'' TO 2'-6''5'' 6''3'' "ds"RADIUS BEYOND END RADIUS TRANSITION TO FLOOR REINF. #4 @ 12'' O.C. #4 @ 12'' O.C. HORIZONTAL REINF. 24'' 24'' 7'-1'' TO 10'-0''11''2'-6'' TO 5'-0''8''24'' 13''5'-0'' TO 6'-0''10''24''#5 @ 4\'' O.C.#4 @ 12'' O.C.REAR FACE REAR FACE #4 @ 12'' O.C.#4 @ 12'' O.C.FRONT FACE FRONT FACE 10'-1'' TO 12'-3'' #4 @ 12'' O.C.3'-7'' TO 5'-0''7''6'' TO 18''4''#4 @ 12'' O.C.24'' #5 @ 6'' O.C.#4 @ 8'' O.C. - 2 - 4 SP-7 1 #4 @ 12'' O.C. #4 @ 12'' O.C. (WALL @ 7'-0'' SHOWN.) (SEE TABLE)TRANSITION WALL/FLOOR "ds" "t" POURED FLOOR SHOTCRETE WALLS SPRING LINE RAD I U S SEE T A B L E 1\ ' ' K E Y #4 @ 12'' O.C. E.W.THRU-OUT FLOOR 3 LAP MIN. 64 BAR DIA 6' ' FLOOR THICKENED TRANSITION 6'' FLR. WATER LEVEL REINF. IN SAME PLANE 3''CLR 1'-4'' "t" 6'' THUS 12'' 2'-0'' 6'' 3''CLR 8' ' 4' ' 2" C L R C.J. 7'' 1' - 4 ' ' 1-#4 CONT HORIZ. REINF. VERT. REINF. 12 ' ' 2''CLR 6' ' 2' ' 3' ' 6' ' 5''2'' 1-#4 CONT 12 ' ' 2'-6''2'-6'' WA T E R D E P T H 3 REINF. PERHORIZONTAL ELEVATION WALL REINF. SCHEDULE 3 GUTTER REINF. HORIZONTAL WATERLEVEL 3 PER 2 DECKING CANT. 3 FIELD BEND REINF. MIN. RADIUS = 6d FOR #4 BARS (W A T E R D E P T H M I N U S R A D I U S ) DI M E N S I O N V A R I E S "ds" #4 @ 6'' O.C. (AT 7'-0'') VERT. SEE SCHEDULE PROVIDE CONST. JOINT AT POURED FLOOR & SHOTCRETE WALL JOINT PER DETAIL-2 3-#5 CONT. IN BOND BEAM 7-#4 CONT AROUND POOL [''=1'-0'' 6''6''6''6'' [''=1'-0'' 2. 3. 33'' MIN. 36'' 13 ' ' 1. 44'' 4| ' ' LOADING: 300 LBS. PER SQ. FOOT. NOTES: 36'' RE C E S S 1' ' 4. PROVIDE A MINIMUM OF TWO (2) \'' DIA. WEEP HOLES AT EACH OF THE 4 (FOUR) SIDES OF THE DRIP CHANNEL. WIRE MESH FOR CASTING MATERIAL MATERIAL: ALUMINUM WITH STAINLESS STEEL BOLTS, NUTS, SPRINGS, SLAM LOCK, HINGES & HOLD OPEN ARM. BITUMINOUS COATING IS APPLIED TO AREA OF FRAME IN CONTACT WITH CONCRETE. HINGES TO BE LOCATED OPPOSITE LADDER RUNGS. WATERTIGHT PLUG REMOVABLE KEY WRENCH STAINLESS STEEL CONTINUOUS HINGE MANHOLE SHALL BE U.S.F. FABRICATION INC. #R-TPS-300-36x36 ALUMINUM. 1(800)258-6873. STAINLESS STEEL AUTOMATIC HOLD OPEN ARM WITH RED VINYL GRIP \'' DIA HOLE AT BOTTOM OF DRIP CHANNEL (TYP.) STAINLESS STEEL SPRINGS \'' DIA WEEP HOLES TYP. STAINLESS STEEL SLAM LOCK FLUSH CAST ALUMINUM DROP HANDLE |'' SMOOTH PLATE CONCRETE INFILL LATCH FLUSH 3-#4 EACH SIDE OF SURGE CHAMBER SLAB ACCESS PER 6/SP.5 CLEAR OPENING - A - B 2 SP-7 SECTIONA PLAN VIEW B CROSS-SECTION @ SURGE CHAMBER ACCESS 44 ' ' 'KARNEL' CUSTOM STAINLESS STEEL ACCESS LADDER WITH 'BILCO' LU-3 STAINLESS STEEL LADDER SAFETY POST. COLOR TO BE YELLOW. SP-6 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. 1 SP-8 SEE CIVIL PLANS FOR DECK DRAINS AND DECK REINFORCEMENT VARIES SEE PLAN NOTE: ALL DECK JOINTS AT CANTILEVER SHALL BE FULL DEPTH AND DOWN FACE AND UNDER SIDE OF GUTTER. FOR 8'-0'' BEYOND POOL EDGE CANTILEVER CONCRETE AND FIRST 8'-0'' OF POOL DECK W/ MEDIUM BROOM FINISH AND 4,000 PSI CONCRETE PER SPEC SECTION 13.11.02 SEE 2/SP-6 FOR ADDITIONAL CANTILEVER AND DECK NOTES 1 CONCRETE NOTES: THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS WITH A 0.40 MIN. TO 0.50 MAX. WATER/CEMENT RATIO: POOL = 4,000 PSI SLAB-ON-GRADE = 4,000 PSI 2 CONTINUOUS INSPECTION BY AN APPOVED INSPECTOR IS REQUIRED FOR ALL CONCRETE PLACEMENT. 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150, TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE 1''. 5 CONCRETE MIX DESIGNS SHALL BE BASED UPON ACI 318, SECTIONS 19.3.2 AD 26.4.2. 6 CONCRETE SHALL BE TESTED AND INSPECTED PER CBC 1705.3 AND ACI 318. 7 REMOVAL OF FORMS SHALL COMPLY WITH ACI 318, SECTION 26.11.2. 8 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. 1 SHOTCRETE NOTES: 2 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150, TYPE II 4 6 SHOTCRETE SHALL BE TESTED AND INSPECTED PER CBC 1705A.3 AND ACI 318-19 SECTIONS 26.12 AND 26.13. SHOTCRETE SHALL HAVE A COMPRESSIVE STRENGTH 4,000 PSI AT 28 DAYS. SHOTCRETE MATERIAL SHALL HAVE A WATER/CEMENT RATIO OF 0.40 MIN. TO 0.45 MAX. PER ACI 318. CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED FOR ALL SHOTCRETE PLACEMENT PER ACI 318. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE {''. 5 SHOTCRETE MIX DESIGNS SHALL BE PER ACI 318-19 SECTION 26.4 7 ANCHOR BOLTS, ANCHORS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING OF SHOTCRETE. 8 ALL REINFORCEMENT WITHIN SHOTCRETE SHALL MAINTAIN THE GREATER OF 6d AND 2\'' CLEAR SPACING BETWEEN BARS, NON-CONTACT SPLICES. 9 THE FILM OF LAITANCE WHICH FORMS ON THE SURFACE OF THE SHOTCRETE SHALL BE REMOVED WITHIN APPROXIMATELY TWO HOURS AFTER APPLICATION BY BRUSHING WITH A STIFF BROOM. IF THIS IS NOT REMOVED WITHIN TWO HOURS, IT SHALL BE REMOVED BY THOROUGH WIRE BRUSHING OR SAND BLASTING. CONSTRUCTION JOINTS OVER EIGHT HOURS OLD SHALL BE THOROUGHLY CLEANED WITH AIR AND WATER PRIOR TO RECEIVING SHOTCRETE. 10 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. 3'' CLR. 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203173 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 \''=1'-0'' \'' = 1'-0''\''=1'-0'' (WALL @12'-0'' SHOWN) ELEVATIONPOOL WALL SECTION PROVIDE CONST. JOINT AT POURED FLOOR & SHOTCRETE WALL JOINT PER DETAIL 2 "t" SEE TABLE SHOTCRETE WALLS POURED FLOOR VERTICAL REINF. HORIZONTAL REINF. REAR FACE FOR GUTTER/DECK SEE DETAIL REINFORCEMENT 1\ ' ' K E Y TERMINATE VERTICAL END OF WALL/FLOOR LAP REINFORCEMENT AT 3' ' CL R RA D I U S SPRING LINE 3''CLR "t" SEE TABLE SEE T A B L E TRANSITION (SEE TABLE) WALL/FLOOR WATER LEVEL 64 BAR MIN. WA T E R D E P T H DIA LAP 6'' FLR. WALL REINF. REAR FACE #5 @ 4\'' OC PER SCHEDULE 4'' PER SCHEDULE HORIZONTAL REINF. HORIZONTAL GUTTER REINF. PER DECKING WATERLEVEL CANT. "ds" SEE 3 2 FIELD BEND REINF. MIN. RADIUS = 6d FOR #4 BARS (W A T E R D E P T H M I N U S R A D I U S ) DI M E N S I O N V A R I E S 3 3 3 3 22 "ds" SEE TABLE THRU-OUT FLOOR #4 @ 12'' O.C. E.W. 3' ' CL R 6' ' FLOOR THICKENED TRANSITION 3 TABLE 3 3 2' - 6 ' ' 47 ' ' L A P 3 3''CLR VERTICAL REINF. 3 HORIZONTAL REINF. FRONT FACE 3 SEE TABLE SEE TABLE REAR FACE SEE TABLE FRONT FACE SEE TABLE E.W. = EACH WAY O.C. = ON CENTER LEGEND ['' CLR. 10''~ PIPE TYP. SURGE CHAMBER REINFORCING AT PIPE PENETRATIONS \''=1'-0'' WHEN PIPE LOCATIONS DISRUPTS REINFORCING GRID, ADD (1) #4 EA. SIDE x 48'' LONG (MIN. 24'' EA. SIDE OF < OF PIPE), LAP INTO GRID AT DISCONTINUED BARS. TYPICAL #4 @ 6'' O.C. E.W. IN VERTICAL WALL NOTE: OMIT BOTTOM KEYWAYS AND ALL WATERSTOPS AND PROVIDE WOOD FLOAT FINISH IF SHOTCRETE CONSTRUCTION IS USED SECTION6A 10'-0'' #5 @ 6'' O.C. VERT. @ SCA3-#4 ADDIT. (TYP. ALL WALLS) 32'' LAP TYP.PLAN VIEW 6A 10'' CENTERED 10 ' ' TY P . 32 ' ' L A P 10 ' ' 3' - 8 ' ' 3' ' TY P . 8' - 0 ' ' #4 @ 6'' O.C. HORIZ. CENTERED 10'' 4\ ' ' 4\'' CLR. 4\'' CLR. 5 SP-6 LATCH SIDE SCA 3''TYP.3'-8''18'' MIN. 2 - ACCESS LADDER WATERPROOFING PER 8'-0'' #4@6'' O.C. E.W. #5 @ 6'' O.C. VERTICAL #4 @ 6'' O.C. HORIZONTAL OPERATIONAL LEVEL 3'' OP E R . 3'- 0 ' ' #5 @ 6'' O.C. E.W. 12 ' ' SU R G E 10 ' - 0 ' ' 7' - 0 ' ' STATIC W.L. 9'' 10'' 32 ' ' L A P TY P . WATERSTOP SWELLSEAL #8 32'' LAP TYP. 10'' 3'' 2'-0'' 9' ' 2'-0'' THICKENED SECTION 4' ' 4\'' CLR. SPECIFICATIONS FIELD BENDREINF.FIELD BENDREINF. 4\'' 3' ' 9' ' 6'' 6' ' CL R . 4\ ' ' CL R . CLR. 4\'' CLR. 4\'' CLR. CL R . 4' 'CL R . 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. VA R I E S P E R D E P T H A OF S U R G E C H A M B E R 8'' SP A C E R U N G S @ 1 2 ' ' O . C . 6' ' 6' ' 1'-6'' B VA R I E S P E R D E P T H A OF S U R G E C H A M B E R SP A C E R U N G S @ 1 2 ' ' O . C . 6' ' 6' ' 9' ' \''~ SS HILTI KBTZ2 W/ 3|'' MIN. EMBED TYP. (ESR-4266) 9' ' \''~ SS HILTI KBTZ2 W/ 3|'' MIN. EMBED TYP. (ESR-4266) A B LADDER WIDTH OVERALL LADDER HEIGHT CONTRACTOR TO VERIFY: 5' - 6 ' ' 7\ ' ' 3' - 4 \ ' ' 1' - 4 ' ' 5' - 6 ' ' 7\ ' ' 3' - 4 \ ' ' 1' - 4 ' ' SURGE CHAMBER REINF. 2' - 3 ' ' 2' - 3 ' ' 2' - 3 ' ' 2' - 3 ' ' 5 SP-6 1|'' SERRATED FRP RUNGS TYP. 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER WITH 'BILCO' LU-3 STAINLESS STEEL LADDER SAFETY POST. COLOR TO BE YELLOW. TWO (2) PLACES. SP-7 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. SURGE TANK BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. AND ADDITIONAL NOTES 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203174 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE 16 ' ' 14'' 12 ' ' 12 ' ' FOR DEPTH MARKER/ FORM RECESS ['' DEEP CAUTION MARKER PLAQUE 12'' TILES. 12'' WHITE PLASTER PER SPECIFICATIONS TARGET @ < OF TILE FLUSH W/ DOUBLE BULLNOSE EA. RACING LANE 1''x 1'' NON-GLAZED CERAMIC MOSAIC PLASTER FINISH 12'' FINISH 14'' TARGETS WATER LEVEL 6''x 6'' W.L. TILE ['' RAD @ DECK 1''x 1'' NON-GLAZED 4|''x 4|'' BLACK ON BLUE CERAMIC TILE DEPTH MARKERS CERAMIC MOSAIC 2\''x 6'' BULLNOSE 4|'' TYP. 8\'' FLUSH ROPE ANCHOR < EKO3 #DP-108-00004 STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP RA LOCATIONS TYP. 1\'' = 1'-0''1\"=1'-0" 1\'' = 1'-0'' SECTION THROUGH TILE SETTING BED MORTAR [' ' MARKERS 8' ' 36'' 45'' 1'' X 1'' CONTRASTING NON-GLAZED CERAMIC MOSAIC TILE LETTERS ON NON-GLAZED TILE FIELD - SEE SPEC'S FOR COLOR AND MFR 3''=1'-0'' CERAMIC MOSAIC TILE LETTERS ON NON-GLAZED WHITE FIELD - SEE SPEC'S FOR COLOR AND MFR. 1'' X 1'' CONTRASTING NON-GLAZED DECK AND FRONT CANTILEVER DECK FACE (PER DET. 2 SP.6) AT ALL DEPTH MARKER LOCATIONS PROVIDE DEPTH MARKERS ON SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 6 2'-4'' 8' ' 8' ' 8'' 2'-10'' 2'-10'' 6 1\'' = 1'-0'' TYP. 8' ' 2'-2'' 1'-2''12''1'-2'' 12 ' ' 3'-4'' 1''x 1'' UNGLAZED NON-SLIP CERAMIC MOSAIC TILE PER SPECIFICATIONS WHITE PLASTER FINISH WATER LEVEL PER SPECIFICATIONS12'' 12 ' ' 12 ' ' 16 ' ' 14''14''12'' 1'' X 1'' NON-GLAZED CERAMIC MOSAIC TILE PER SPECIFICATIONS CANTILEVER DECK FACE SILK SCREEN OF 6'-0'' OR LESS. NOTE: PLACE IN DECK AT ALL DEPTH MARKER LOCATION TAN COLOR BODY WITH BLACK OUTLINE, HAIR AND TRUNKS. _'' BLUE WATER. _'' BLACK POOL FLOOR. 5. 6. 4. 3. 2. 1.INLAYS DOUBLE GLAZED WHITE SLIP RESISTANT TILE TYP. OF (1) PIECE OVER |'' MORTAR BED WITH 116'' GROUT JOINTS. SEE PLAN FOR LOCATION. 1'' WIDE RED CIRCLE WITH 1'' WIDE RED DIAGONAL LINE. 116'' RED TICKS ABOUT THE HEAD. REFER TO DEPTH MARKERS DETAIL FOR DIMENSIONS & LOCATIONS. 4 - SP-8 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 8' ' DOUBLE BULLNOSE TILE LOCATED 6'' CLEAR OF DECK JOINTS NOTE: DEPTH MARKERS SHALL BE LOCATED 6'' CLEAR OF DECK JOINTS NOTE: NO RUNNING AND NO DIVING MARKERS SHALL BE 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203175 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 [''=1'-0'' MIN. 9' ' 9' ' 9' ' 9' ' 3' - 6 ' ' 9' ' 9' ' 6'' 6'' AND SPECTRUM #35214 S.S. ESCUTCHEON PLATES 6'-0'' 12'' HANDRAIL TYPE 304 WITH 320 GRIT FINISH "PARAGON" # 34203: 1.90'' O.D. W/ #C1200B BRONZE ANCHOR SOCKETS 1-#4 CONT. @ EA. STEP TILE DOWN TO 6''x6'' W.L. #4 @ 12'' O.C. EW CENTERED IN 6'' SLAB PROVIDE WHITE NON-SLIP 1''x1'' TILE @ LAST RISER #3 TIE @ 18'' O.C. 4-#4 CONT. LAP INTO POOL EA. SIDE \'' 6' ' 14'' 2' - 1 0 ' ' REINF. BOND TO REINF. BOND TO 12'' LEVEL TO START OF RADIUS 2' - 1 0 ' ' TRIM TILE ON STEPS 'INLAYS' 2\''x6'' NON-SLIP ''BLACK''#CPC00022 OR 'DALTILE' 1''x2'' |'' ROUND #S812 WITH2-1''x1'' BLACK NON-SLIP TILE. WATERLEVEL 3'' CLR. TYP. EA. SIDE. TERMINATES AT FIRST POOL RISER 12'' 6' ' 9' ' 12'' 3''CLR.MIN. #3 @ 6'' O.C. E.W. x 20'' LONG 2|'' 1' ' \''R EDGE TILE #CPC00022, NON-SLIP, BLACK. INLAYS SAFETY 2|'' x 1'' x 6'' LONG PLASTERFINISH WHITE 1\''=1'-0'' 3 - STAIR TREAD DETAIL AND UPPER APPROACH TRIM TILE AT TOP SLAB (12''x18'') 4| ' ' 2\ ' ' CL R . 11'' 24'' LAP 2\ ' ' 4_ ' ' 1, 2 SP-14 1, 2 SP-14 3" 3" 6" 7" 7"3"3" 7"6"7" THICKENED POOL GUTTER [''=1'-0'' WATERLEVEL 6' ' 12 ' ' DE P T H POOL DECK ELEV. PER PLAN GUTTER TO TERMINATE AT FIRST STEP PER PLAN 6' ' PE R P L A N HANDRAIL PROVIDE 1''x1'' TILE ALONG FACE OF THICKENED DECK AND TOP STAIR RISER 2 - CONTRACTOR SHALL MATCH WATERLINE AND GUTTER CAP TILE ALONG FACE OF STAIR RISER. 12''12''12'' [''=1'-0'' 1. 2. 3. GUSSET COVER PLATE TO BE ATTACHED REQUIRING A TOOL FOR REMOVAL. 4.UTILIZE OUTLET IN OFFICE FOR DISABLED LIFT BATTERY CHARGE STATION. 5.POOL LIFT SHALL BE LOCATED WHERE THE WATER LEVEL IS AT LEAST 36'' AND DOES NOT EXCEED 48'' DEEP , UNLESS ENTIRE POOL IS GREATER THAT 48'' DEEP. (CBC SECTION 11B-1009.2.1) 6.ON THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECK AND 16'' MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND THE POOL EDGE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.2) 7.CLEAR DECK SPACE SHALL BE PROVIDED ON SIDE OF SEAT OPPOSITE THE WATER PARALLEL TO THE WATER 36'' WIDE x 48'' MINIMUM FROM A LINE LOCATED 12'' BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR SPACE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.3) 8.THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17'' MIN. TO 19'' MAX. MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.4) 9.THE SEAT SHALL BE RIGID AND 17'' MIN. TO 19'' MAX. WIDE. THE LIFT SEAT SHALL HAVE A BACK SUPPORT 12'' MIN. TALL. (CBC SECTION 11B-1009.2.4) 10.FOOTRESTS SHALL BE PROVIDED, EXCEPT FOR SPA LIFTS, AND SHALL MOVE WITH THE SEAT. LIFT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.6) 11.THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE (CBC SECTION 11B-309.4). LIFT MUST BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. (CBC SECTION 11B-1009.2.7) 12.THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18'' MIN. BELOW THE STATIONARY WATER LEVEL. (CBC SECTION 11B-1009.2.8) 13.LIFT SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCE WITH CBC SECTION 11B-1009.2.4 AND SECTION 11B-309. NOTES: 'AQUA CREEK' MIGHTY 400 F-MTY-400 (350 lbs. MIN. LIVE LOAD AND 400 lbS. MAX. LIFTING CAPACITY) CONTRACTOR SHALL PROVIDE COVER FOR LIFT 'AQUA CREEK'EXTRA BATTERY PACK 'AQUA CREEK' #F-004AB AND TRANSPORTER CART 'AQUA CREEK' #F-MTTC. 2' - 0 ' ' 2' - 0 ' ' 4'-0'' 12 ' ' CLEAR DECK SPACE 4' - 0 ' ' 3'-0'' - A 4'-0''x4'-0''x12'' DEEP SUPPORT FOOTING 18'' SEAT ROTATED OVER POOL SEAT RESTRAINT TOP VIEW POOL PERIMETER3'-6'' (3'-8'' MAX.) 2'-6'' POOL PERIMETER FOOT REST DRIVE ARM SEAT RESTRAINT 1' - 6 ' ' M I N . 12 ' ' 1' - 6 ' ' MI N . WATER LEVEL BATTERY AND CONTROL BOX FLIP-UP OUTER ARM REST SEAT LOWERED 2'-6'' FROM DECK 64 { ' ' SLOPE1.8% MAX SIDE VIEW 4'-0'' 12 ' ' 2.37'' O.D. x 6.17'' DEEP STANCHION ANCHOR BONDING CABLE AND CLAMP PER DETAIL 1, 2 SP-14 6. 1 7 ' ' 2'-6'' ACTUATOR TOP VIEW FOOTING DETAIL BA C K O F G U T T E R 2.37'' O.D. x 6.17'' BRONZE ANCHOR ASSEMBLY 1'' ~ O.D. X 4'' PVC FIXING ANCHOR #4 @ 12'' O.C. E.W. TOP AND BOTTOM 3'' CLR. TYP. 12'' MIN. (14'' MAX.) 4'-0'' < AN C H O R EM B E D 2' - 0 ' ' 2' - 0 ' ' 4'-0'' SQ. X 10'' DEEP CONCRETE FOOTING 3\'' 3'-6'' (3'-8'' MAX.) #4 @ 12'' O.C. E.W. TOP AND BOTTOM. COORDINATE WITH DECK REINFORCEMENT SP-9 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203176 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 \'' = 1'' HE X]' ' 3\'' HEAVY DUTY CHROME PLATED EYE BOLT PARAGON #70317 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH 10,000 PSI AT 7 DAY NON-SHRINK GROUT BONDING CABLE AND CLAMP PER PO O L W A L L PE R P L A N 7'' THREADED BRASS INSERT PARAGON #70318 WHITE PLASTER FINISH 1, 2 SP-14 3''=1'-0'' 1, 2 SP-14 PE N D A N T S T A N C H I O N = 7 ' - 0 ' ' BA C K S T R O K E S T A N C H I O N = 7 ' - 0 ' ' WRENCH (TYPICAL) PROVIDE GROUND CABLE TO DECK REINF. GRID ELEV. PER PLAN POOL DECK 6'' THICKEN SLAB AS SHOWN AL L S I D E S 4' ' C L ' R 3" DRILLED FOR SPANNER THREADED PLUG AND STANCHION ANCHOR WITH S.S. PIPE STANCHION (TYP) 1.90" O.D. X 0.145" WALL RECALL STANCHIONS INSTALL BACKSTROKE & CHROMED CAST BRONZE STANCHION ACCESSORIES: PER SPECIFICATIONS #3 BARx20'' PROVIDE (4) THUS: WATERLINE 3'-0" BACK FROM 3' ' C L ' R #4 @ 12'' O.C. E.W. ON POST ALLOWED. MAXIMUM 100lb. TENSIONNOTE: 3\''3\'' 2'' C L R . 3" 6" 7" 7"3"3" 7"6"7" 6' ' 3' ' C L ' R 2''2'' 1''=1'-0'' [''=1'-0'' 4'-6'' 6' - 0 ' ' O R 8 ' - 0 ' ' P E R S P E C . PLATFORM SEAT 4'-2'' 2'-2''NOTE: SEE SPEC'S FOR CHAIR MFR RUBBER BUMPER DECK PER PLAN CYCOLAC STEPS GRIT FINISH. STAINLESS STEEL WITH 320 TYPE 304 1''=1'-0'' VERIFY REINF. CABLE AND CLAMP PER TO DECK DETAIL GUTTER BONDING POOL 1" C 8'' X 12'' STEP ANCHOR COMPETITOR MANUF. PLATFORM SOCKET PER 10 d e g 6' ' 1'-6'' 1' - 0 ' ' ROPE ANCHOR PER DETAIL (BEYOND) WATER LEVEL 24'' X 32'' TOP PLATFORM PER MFR CALLED OUT ELEV. PER PLAN IN SPEC'S (FIBERGLASS) TUBING 1''~ POOL DECK POOL PERIMETER BACKSTROKE 2'- 6 ' ' M A X ELEV. 1' - 6 ' ' PLATFORM EKO STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP/RA 3 LOCATIONS 9' ' STEEL WITH 320 GRIT TYPE 304 STAINLESS FINISH 3' ' PROVIDE (6) #3 BAR THUS: 7" 7" 7" 21 \ " 1 -SP-14 1, 2 6"7" REINF. CABLE AND CLAMP PER TO DECK DETAIL GUTTER BONDING POOL WATER LEVEL 9' ' POOL PERIMETER DECK PER PLAN BUMPER PLATES 1''x1'' NON-SLIP TILE 6''x 6'' MIN. TYP. TYP. EACH LEG PROVIDE WHITE BUMPER RUBBER ESCUTCHEON PLATE W/ SPECTRUM S.S. #35214 ANCHOR SOCKET CAST BRONZE 4_ ' ' CROSS BRACED PRE-FABRICATED LADDER PER SPEC'S 6''30'' 1' - 0 ' ' 8' ' 1' - 0 ' ' 1' - 0 ' ' 2' - 4 ' ' 4' ' 3|'' (3'' MIN.) 4|'' (5'' MAX.) 5'' MIN.STAIR TREAD TYP. 1' - 0 ' ' GRIT FINISH. TYPE 304 STAINLESS STEEL WITH 320 #3 BARx24'' @ EA. PROVIDE (4) POST THUS: 3' ' SP-14 1, 2 3" 3" 6" 9"3"3" 9"6"9" 9" SP-10 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203177 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1''=1'-0'' RUBBER BUMPER TILE BUMPER PLATES TYP. EA. LEG (6''x 6'') PROVIDE WHITE NON-SLIP POOL PERIMETER BONDING DETAIL TO CABLE AND CLAMP PER GRID DECK REINF. EDGE DET'L ON POOL GUTTER AS SHOWN POOL 6' ' WATER LINE PER PLAN DECK ELEV. STANCHION ANCHOR SOCKET VERIFY 2'-6''2'-4'' 3' - 0 ' ' W H E N P O O L I S 5 ' - 0 ' ' O R G R E A T E R 5' ' VA R I E S 1' - 6 ' ' 10 ' ' 1, 2 SP-14 3" 3" 6" 7" 7"3"3" 7"6"7" #3 BARx20'' PROVIDE (4) THUS: SP-6 3 1''=1'-0'' SIDE VIEW FRONT 12 ' ' 17 ' ' 4' - 8 ' ' 27 ' ' 14''10'-4'' \''=1'-0'' 14'' ANTI FLOATING WATERPOLO GOALS TO MEET NFSHA & USA WATERPOLO STANDARDS OR EQUAL PLAN VIEW SIDE AND REAR ROPE TETHERS 3' - 6 ' ' CSECTION 6''7'' 3''CLR. VERT./HORIZ. REINF. PER 1 1 32 ' ' L A P T Y P . 1'- 0 ' ' 1' - 0 ' ' 1' - 0 ' ' 2' - 1 1 ' (V E R I F Y ) WATERLEVEL GRABRAILS AS SHOWN ON SPEC'S FOR MORE INFO PLAN ABOVE - SEE FIGURE 4 TYPE CYCOLAC STEP INSERTS (TYP.) 24'' CLR. FINISH WHITE PLASTER - C 16\'' TYP. 6' ' TY P . 5' ' \' ' \' ' 15\''\''\'' BELEVATION POOL PERIMETER GRABRAIL AS SHOWN - A (3) #3 BARS 30'' LONG 24'' LONG (4) #3 BARS 24 ' ' C L R . NON-SLIP CERAMIC TILE PER SPEC'S 1'' X 1'' UNGLAZED PROVIDE 1'' RADIUS CANTILEVER DECK EDGE TYP. AT CORNERS 2' - 2 ' ' PLAN POOL PERIMETER B - 3'' 3' ' 3''4''4''3'' REINF PER TAKEN DURING THE SHOTCRETE/ NOTE: CARE SHALL BE STEP CUT-OUTS THAT ARE SUFFICIENTLY (NO EXCEPTIONS!!) CYCOLAC STEP INSERTS. FLUSH INSTALLATION OF DEEP TO ALLOW FOR PROCESS TO PROVIDE STRUCTURE 7'' MIN. 3/SP-6 A @ EACH STEP. LAPS HORIZ. #4 BARS 40'' LONG WHITE PLASTER FINISH SHOTCRETE POOL 15\W'' X 5''H X 5\''D (2) #4 BARS 6'' APART (BEYOND) EACH SIDE OF STEPS SHELL DEEP GROUT DE E P E N D 1' - 0 ' ' 1' - 0 ' ' ON L Y 2'-2'' 1'-6'' ESCUTCHEON PLATES W/ SPECTRUM #35214 S.S. CLAMP PER CABLE AND DET'L BONDING (2 PER GRABRAIL) 8' ' 7'' 3' ' 8'' CAST BRONZE ANCHOR SOCKET 320 GRIT FINISH AS SHOWN ON TYPE 304 STAINLESS STEEL WITH SLIP CERAMIC INSERTS (TYP.) CYCOLAC STEP ELEV. PER PLAN UNGLAZED NON- DECK LINE BEYOND TILE PER SPEC'S PLAN ABOVE - SEE SPEC'S FOR POOL DECK WATER LEVEL 2''8'' 1' - 0 ' ' 1' - 0 ' ' VE R I F Y 2' - 1 1 ' ' FIGURE 4 TYPE GRABRAILS 9' ' SECTION 4_ ' ' 2}'' MORE INFORMATION. 8' ' 4'' 1 1 7" 7" 6" EQ . EQ . 7"7"7" 2" 2\" 2\"GRABRAIL THUS: PROVIDE (7) #3 BAR PER 4. 6 2 5 ' ' 5" #4 x 94'' LONG HORIZONTAL BENT BARS: LAP 32'' EACH SIDE WITH WALL HORIZONTAL BARS THAT STOP AT START OF STEP INSET. 12'' INTO EACH SIDE BEYOND OPENING. #4 x 94'' LONG HORIZONTAL BENT BARS: LAP 32'' EACH SIDE WITH WALL HORIZONTAL BARS THAT STOP AT START OF STEP INSET. (2) #4 BARS 6'' APART EACH SIDE OF STEPS EXTEND 32'' MIN. BELOW BOT. OF LOWEST STEP SP-14 1, 2 2\" 2" SP-11 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 FUTURE WATERPOLO GOAL ASSEMBLY 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203178 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 \''=1'-0''1'' = 1'-0'' 18 ' ' 6' ' < 18 ' ' 36'' 1' ' 64 BAR DIA. TYP. MAIN DRAIN SUMP POOL PLASTER NOTE: #4 BARS @ 12'' O.C. E.W. PER PLAN SUCTION PIPING 9'' 18 19 202122 23 DALDORADO, LLC. DalMax-GO-1818 (Single) UNBLOCKABLE Cover in Multiples per APSP-16 2017 Life 10 Years Submerged Suction Outlet Cover DalMax-SG/FG-18X36: FLOOR-2869 GPM WALL-2080 GPM DalMax-SG/FG-18X54:FLOOR-4412GPM For Single or Multiple Drain Use 6'' MIN. 6'' MIN. CONTRACTOR SHALL PROVIDE ALL REQUIRED CERTIFICATIONS FOR V.G.B.A., AB1020 (CALIFORNIA ONLY) OR ANY STATE CERTIFICATIONS. NO LEAK FLANGE TYP. OR SWELL LEAK #8 18''x 18'' MIN. DRAIN ROCK UNDER MAIN DRAIN 2''~ HYDROSTATIC RELIEF VALVE @ MAIN DRAIN TYP. DALDORADO MAIN DRAIN SUMP/GRATE DALMAX-SG-183634 PIPE SIZE PER PLAN V.G.B. COMPLIANT 4 SP-13 PVC HEADER 1\''~ PVC 90^ ELBOW ELEV. PER PLAN POOL FLOOR POOL PLASTER TYP. OPEN COVER PLATE ONE FULL TURN INSTALL FLUSH TO TOP OF PLASTER FLOOR INLET FITTING PER SPECIFICATIONS NON-SHRINK GROUT NO LEAK FLANGE OR SWELL SEAL #8 TYP. ALTERNATE LOCATION FOR PVC HEADER < FITTING (SEE PLAN FOR PRECISE LOCATION) 3''=1'-0'' 4 SP-13 1''=1'-0'' 3'' PVC 45^ PVC GUTTER RETURN 3'' PVC LEADER CONC. POOL DECK RIMFLOW POOL ONLY: AIR VENT MUST BE INSTALLED NO LOWER THAN \'' BELOW POOL WATER LEVEL. TO SURGE CHAMBER PROVIDE BONDING IF WITHIN 5' OF POOL EDGE GUTTER LINE AIR VENT 'ZURN' #JP2210-TOP-3 WITH \'' MAX. GRATE OPENINGS IN ALL DIRECTIONS. BO A R D 19\'' PLAN 36''56}''22['' DASHED LINE INDICATES LIMIT OF THICKENED PAD -SEE SECTION ABOVE 32'' 2 }''~ BOLTS INTO C SECTION PER DETAIL (TYPICAL) STAND ANCHORS 12 ' ' T Y P I C A L U. N . O . 21 ' '29 | ' ' FLOOR AS SHOWN THICKEN DECK 36''12 ' ' #4 @ 12'' O.C. E.W. TOP & BOT. 3' ' C L R . 73'' ANCHORS 9'' TYP. PER STAND 3' - 0 ' ' 3' - 3 { ' ' WATER LINE ELEV. PER PLAN POOL DECK (1 M E T E R ) VERIFY THIS DIMENSION PERIMETER POOL 72'' SECTION 12 ' ' 12 ' ' 4' - 5 | ' ' 6' ' TY P . 2-#3 TYP. 6' ' TY P . 6' ' TY P . 1, 2 SP-14 2 SP-14 6' ' TY P . BONDING CABLE AND CLAMP PER DETAIL (EACH ANCHOR) NON-SLIP STAIRS HANDRAIL ONE PIECE EXTRUDED RIBBED ALUMINUM DURABLE DIVE BOARD WITH SLIP-RESISTANT, EASILY CLEANABLE, CORROSION RESISTANT FINISH. 8'-0''SLOT DRAIN - SEE CIVIL PLANS SLOT DRAIN 6'' PVC PIPE SP-14 1, 2 #4 @ 12'' O.C. E.W. U BARS WITH 64 BAR DIA. LAP TOP & BOTTOM, #4 BARS AT 12'' O.C. E.W.LAP 64 BAR DIA. WITH FLOOR 3'' CLR. 34 ' ' 2 PIPE DIA. OR 6'' MIN. (WHICHEVER IS LESS) 18 ' ' O R A S R E Q ' D BY C O D E NOTE: COORDINATE ALL PIPING WITH SITE UTILITIES INCLUDING PIPING, CONDUITS/STRUCTURES AND THE LIKE. COORDINATE ALL PIPING ELEVATIONS WITH ALL SITE UTILITIES. UNDERGROUND PIPING4' 'MI N . PROVIDE SAND ENCASEMENT OF ALL PIPES 6' 'MI N . TOP OF POOL DECK 1'' = 1'-0'' SP-12 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 COORDINATE W/ DECK REINF. COORDINATE W/ DECK REINFORCEMENT 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203179 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1''=1'-0'' SIZE SHOWN ON PIPING (GRAY IN COLOR) FINISH W/ (2) COATS OF THOROSEAL NO-LEAK FLANGE PLAN PIPING OUTLET GUTTER FLOW 1'' LEDGE 4 SIDES PRE-FABRICATED GRATING PER SPECIFICATIONS 2''12'' 1'-4'' VANDEL PROOF GRATE IS 1'-1'' WIDE X 3'-0'' LONG (INSIDE DIM.) GUTTER OUTLET BOX FRAME WITH GROUT SOLID SHELL SHOTCRETE POOL 8' ' 1' - 1 ' ' 1' - 1 ' ' 1' - 6 ' ' 1' - 6 ' ' 1'-6''9''9'' SURGE CHAMBER (BEYOND) SLOPE MIN. 1.5% GUTTER GRATE BEYOND PVC GUTTER LAWSON AQUATICS MLD-FGD-1212 SUCTION LINE TO WATER LEVEL 2'' POOL PERIMETER 7'' 6' ' 6' ' CLR.2'' 8'' < 8''WATER LEVEL TOP OF DECKING #4 @ 12'' O.C. BONDING CABLE AND CLAMP PER DETAIL TO DECK REINF. 1, 2 SP-14 TOP AND BOTTOM FLUSH #5 @ 12'' O.C. TOP AND BOTTOM PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. PROVIDE GUTTER ACCESS COVER. 12''x16'' STAINLESS STEEL PAN WITH 1'' CONC. INFILL AND LIFTING LUGS. PROVIDE 3/16'' S.S. ANGLE IRON FRAME WITH BONDING LUG. ONE PER GUTTER OUTLET. FOUR (4) TOTAL. COORDINATE LOCATIONS WITH DECK ANCHORS. DISCONTINUE DECK REINF. 2'' CLR. AROUND ACCESS COVER POOL DECK. SIX (6) TOTAL. ELEV. PER PLAN 4 - TOP VIEW DECK REINF. PER CIVIL GUTTER WALL #4@12" O.C. E.W. IN CANTILEVER GUTTER ADDITIONAL #4 BAR X 48" EACH SIDE GUTTER ACCESS POOL SIX (6) TOTAL PI P E D I A M E T E R PE R P I P I N G P L A N MIN. 4'' PE R TA B L E WI D T H FL A N G E SOLVENT OR HEAT WELDED PVC SEAL FLANGE ON COUPLING AS SHOWN PVC PIPE SHOWN ON PIPING PLAN CAST-IN-PLACE CONCRETE OR SHOTCRETE WALL OR FLOOR AS SHOWN ELSEWHERE 12'' & LARGER 2\'' 2'' 1\'' \'' 8'' TO 12'' 4'' TO 6'' \'' TO 3'' PIPE SIZES FLANGE WIDTH FLANGES: EQUAL EQUAL NO SCALENO SCALE OPERATIONAL LEVEL STATIC WATER LEVEL OF POOL MR-5 6 BFV3' - 6 ' ' SU R G E 5' - 0 ' ' SP-7 3 BFV BFV SP-5 5 2x P I P E CV BFV DI A . BFV DECK LEVEL TOOL OPERATED BFV WITH S/S EXTENSION SHAFT W/ DETACHABLE OPERATING TOOL LOCATED IN STANCHION POST ANCHOR W/ THREADED CAP. GUTTER OUTLET SUCTIONS FROM POOL MIN 1.5% SLOPE SURGE CHAMBER ACCESS 8'' DIA PVC STILLING WELL WITH 'BECS' LEVEL SENSOR ESTABLISHING OPERATIONAL LEVEL. LEVEL SENSOR SHALL BE SERVICEABLE FROM ACCESS LADDER. 6'' FILL EQUALIZER LINE LINE @ STATIC W.L. +36'' TALL PUMP PIT FINISHED FLOOR IN MECHANICAL ROOM. MIN DEPTH 48'' BELOW POOL STATIC W.L. PUMP EFFLUENT TO FILTERS BACKFLOW PREVENTED COLD WATER SUPPLY WITH CLAVAL FILL SYSTEM. FILTER RETURN TO FLOOR INLET SYSTEM REFER TO PLANS FOR PUMP PIT DIMENSIONS CIRC. PUMP ON PAD SURGE CHAMBER SUCTION SURGE CHAMBER REFER TO PLANS FOR SURGE CHAMBER DIMENSIONS. REFER TO PIPING PLAN FOR SURGE DATA. CIRC. PUMP SURGE CHAMBER TEE SUCTION AT +6'' A.F.F.FLOAT VALVE PER SPECIFICATIONS MAIN DRAIN SUCTION MAIN DRAIN SUCTION PIPING. MAINTAIN OPERATIONAL LEVEL DEPTH FROM POOL EDGE TO SURGE CHAMBER. GA P NOTE: MAINTAIN MAXIMUM POSSIBLE SEPARATION BETWEEN INFLUENT AND SUCTION LINES IN SURGE PIT. MR-5 6 SP-7 2 SURGE CHAMBER ACCESS LADDER - 2 ['' CLR. MIN. 3 PIPE DIA. APART 10''~ PIPE TYP. SURGE CHAMBER REINFORCING AT PIPE PENETRATIONSA \''=1'-0'' WHEN PIPE LOCATIONS DISRUPTS REINFORCING GRID, ADD (1) #4 EA. SIDE x 48'' LONG (MIN. 24'' EA. SIDE OF < OF PIPE), LAP INTO GRID AT DISCONTINUED BARS. TYPICAL #4 @ 6'' O.C. E.W. IN VERTICAL WALL [''~ S/S HANDLE 24'' LONG. WELD TO [''~ S/S PIPE ['' S/S MALE END. 1'' DEEP MIN. CONTRACTOR SHALL PROVIDE TWO (2) WRENCHES TOTAL. 4' - 0 ' ' ['' SQ. S/S FEMALE END AT 1'' HIGH WELDED TO ['' SCH. 40 LOCATED APPROX. IN CENTER OF SLAB [''~ S/S PIPE. LENGTH VARIES SLEEVE TO EXTEND 12'' BELOW SLAB PIPE SIZE PER PIPING PLAN |'' S/S BOLT WELDED TO SHAFT LOCKING NUT |'' S/S BOLT BUTTERFLY VALVE DECK SOCKET VALVE EXTENSION 2'' PVC SLEEVE NON-SHRINK GROUT 4'' CORE NO SCALE 2'' BRONZE PLUG - PROVIDE KEY OR SPANNER WRENCH. PVC NOT ACCEPTABLE INSTALLING CONTRACTOR SHALL MARK FLANGE OF DECK SOCKET AT A POINT ALIGNED WITH NOTCHES TO INDICATE VALVE BEING EITHER OPEN OR CLOSED SP-13 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203180 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ALL CONDUITS IN POOL LIGHTING SYSTEM TO BE A MINIMUM OF 1''~. 5. 10. 9. 8. 7. 6. UNDERWATER LIGHT NOTES: 4. 3. 2. 1. 11. 12. CONDUCTORS TO POOL. J-BOXES SHALL BE MINIMUM 2-#8 & 1#8 (SEE UNDERWATER LIGHT PLAN) SOLID UNBROKEN TO MAIN PANEL ISOLATED GROUND BUSS. THIS BUSS IS TO BE CONNECTED WITH SOLID INSULATED #8 COPPER WIRE TO UFER & COLDWATER GROUNDING LUG ON GROUNDING BUSS. UPSIZE CONDUCTORS AS REQUIRED FOR HOMERUNS EXCEEDING 100'. ALL BRASS POOL J-BOXES SHALL BE FLUSH MOUNTED IN WALLS. IF FLUSH MOUNTING IS NOT POSSIBLE THEN MOUNTING SHALL BE SURFACE MOUNTED AND CONCRETE ENCASED. CONDUITS WHERE ALLOWED BY CODE SHALL BE P.V.C. (POLYVINYL CHLORIDE) FROM WET NICHES TO BRASS J-BOXES TO LIGHTING PANEL. ALL CONDUITS IN FREE AIR SPACE AND ALL RISERS SHALL BE RED BRASS TYPICAL. PVC CONDUITS SHALL BE SOLVENT WELDED WITH PURPLE PRIMER AND GRAY HEAVY BODIED GLUE. LIGHTING CONTACTORS SHALL BE "ALLEN-BRADLEY" #500 L; OR EQUAL MOUNTED IN A NEMA 12 HINGED COVER - LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCH EQUAL TO "HUBBELL" #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH. BRASS POOL J-BOXES SHALL BE "HYDREL" #1719 ; W/ 1'' HUBS OR EQUAL. (NO DIE CAST BOXES). STRINGS SHALL BE PULLED IN ALL CONDUITS PRIOR TO PLACEMENT OF CONCRETE. LOCAL, COUNTY OR CITY CODES SHALL BE ADHERED TO, SPECIFICATIONS TO BE IN ACCORDANCE WITH SECTION 680 OF LATEST N.E.C. BOOK. PROVIDE PULL BOXES AS MAY BE REQUIRED FOR RUNS EXCEEDING 150 FT. OR DUE TO CHANGES IN GRADE OR DIRECTION. CONTRACTOR SHALL TEST UNDERWATER POOL LIGHT GFIC CIRCUITS AND PROVIDE LETTER TO OWNER/DSA UPON SUCCESSFUL TEST. SEAL CONDUIT OPENING IN LIGHT NICHE WITH SILICON CAULKING AFTER LIGHT IS INSTALLED. PRIOR TO LIGHT INSTALLATION, PROVIDE MINIMUM 10 PSI PRESSURE TEST ON ALL POOL LIGHT CONDUITS FOR FOUR (4) HOURS OBSERVED BY INSPECTOR OF RECORD. MAINTAIN PRESSURE UNTIL ALL DECKS ARE POURED. 1-2 SP-14 1\''=1'-0'' 1. 2 SP-14 2 SP-17 5'-0'' MIN. POOL WATER LEVEL DECK EL. PER PLAN MI N . 1' - 6 ' ' POOL PERIMETER ALL SIDES 6'' MIN. 1'' PVC CONDUIT BELOW GRADE N. T . S . 8' ' MI N . BONDING LUG W/ #8 SOLID COPPER WIRE TO POOL REINFORCING - SEE PLASTER POOL FINISH OVER SHOTCRETE SHELL 1'' CONDUIT TO J-BOX PER CODE 1'' RED BRASS ABOVE GRADE (IF EXPOSED ONLY) 'PENTAIR' INTELLIBRITE 5G WHITE, 55 WATT, 12V UNDERWATER LIGHT W/ LOW WATER CUT-OFF AND SAFETY SENSOR. 500 WATT EQUIVALENT LIGHT NICHE HORIZONTAL AND VERTICAL REBAR PER 3/SP.5 FRONT VIEW(2) #4 BARS EACH WAY WITH 64" BAR DIA. LAP 2 SP-17 PROTECTED TRANSFORMER ON DECK OR WALL RECESSED. UFER GROUND BUS GROUND BUS #8 BARE CU. UL TRANSFORMER POOL PANEL(S) FACILITY MAIN SERVICE NOTE: #8 BARE CU. 4. 3. 2. 1. NO SCALE GROUND FOR NEUTRAL SIZE AS SHOWN ON SINGLE LINE #8 COPPER INSULATED CABLE EQUIPMENT GROUNDING CONDUCTOR #8 SOLID INSULATED CU. #8 COPPER INSULATED CABLE ANY METAL PARTS, PIPE, CONDUIT, ETC. WITHIN 5' OF POOL #8 BARE CU. STRUCTURAL STEEL IN POOL DECK AND POOL SHALL BE BONDED TOGETHER (TIGHTLY MADE STEEL TIE-WIRES ARE APPROVED FOR BONDING STRUCTURAL ELEMENTS). BONDING CONNECTOR TO COMMON GRID. (POOL STEEL MAY BE USED FOR THAT PURPOSE) SHALL BE MADE BY PRESSURE CONNECTORS OR CLAMPS OF BRASS, COPPER, OR COPPER ALLOY. ALL GROUND BUSES SHALL BE SIZED FOR CONNECTION TO AWG SIZE 8 WIRE PROVIDING ONE SPARE TERMINAL. GROUND AND BOND IN ACCORDANCE WITH ARTICLE 680 OF THE CALIFORNIA ELECTRICAL CODE. ie. LADDERS, FENCING, POLE LIGHTS, DIVING & STARTING STANCHIONS, DISABLED LIFT ETC. METAL FITTINGS INPLANTED IN DECK ie DIVING. PLATFORMS, GRABRAILS, STANCHIONS, RACING PLATFORM ANCHORS, ETC. POOL REINF. STEEL #8 SOLID BARE CU. DECK & POOL REINFORCING STEEL POOL DECK LIGHTS POLE BONDING LUGS ANY METAL PARTS OF ELECTRICAL EQUIPMENT IN CONTACT WITH POOL WATER CIRCULATIONGROUND BUS IN SWIMMING POOL J-BOX #8 SOLID BARE CU. CIRCULATION PUMP #8 COPPER CONDUCTOR INSULATED EQUIPMENT GROUND BUS BARE #8 CU. TO POOL LIGHT FOUNDATION STEEL PROVIDE BONDING OF AUTOMATIC POOL COVER MOTORS REGARDLESS OF PROXIMITY TO POOL.5. 3 NO SCALE NO SCALE NO SCALE FRICTION CONNECTOR CONDUIT TO JUNCTION BOX - SEE SPEC'S CONNECTOR AT NICHE BONDING WIRE TO POOL REINF. LIGHT NICHE- SEE DETAIL FOR MORE INFO. STANCHION ANCHOR BONDING WIRE TO POOL REINFORCING BONDING WIRE FROM ANCHOR/SCOREBOARD, NICHE - DETAILED ELSEWHERE BONDING CLAMP PER SPEC'S TYPICAL POOL REINFORCING 6' ' NO SCALE GROUNDING WIRE FROM JUNCTION BOX TO HORIZONTAL STEEL MEMBER FRICTION CONNECTOR 2\'' NO SCALE NO SCALE FRICTION BONDING WIRE TO POOL REINFORCING BRONZE WEDGE ANCHOR AS CALLED OUT IN THE SPECIFICATIONS 4_ ' ' BONDING WIRE TO POOL REINFORCING BONDING LUGBELOW STANCHION STARTING BLOCK ANCHOR AS CALLED OUT IN SPECIFICATIONS 6' ' 1'-7 \ ' ' 2{'' 2\'' NO SCALE FRICTION CONNECTOR DIVING BOARD PLATFORM ANCHOR AS CALLED OUT IN SPECIFICATIONS BONDING WIRE TO POOL REINFORCING 4\ ' ' 4'' 2'' 6. 1 7 ' ' 3 3/16''ANCHOR LID KEY ANCHOR LID STANCHION ANCHOR NO SCALE NO SCALE - CONNECTOR \''=1'' 2.37'' SP-14 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 5'' 'SPECTRUM' STAINLESS STEEL COMMERCIAL CUP ANCHOR W/ STAINLESS STEEL EYEBOLT #35214 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH NON- SHRINK GROUT TYP. CONTINUOUS POOL REINF. BONDING CABLE AND CLAMP PER 7'' 1-2 SP-14 PO O L W A L L PE R P L A N 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203181 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 1''=1'-0'' #4 @ 12'' O.C. HORIZ. #4 @ 12'' O.C. VERT. 2-#4 CONT. 23 \ ' ' M I N . DECK FRONT ELEVATION 8' ' 8' ' 2'' TYP. RIGHT SIDE ELEVATION 13['' 8' ' 3' ' CL R . 16\'' 10 \ ' ' 5' ' 10\''3'' 2'' CLR. 3''9'' MIN. 10 \ ' ' 5' ' 'ACORN ENG. COMPANY' #8151 S.S. HOSE BIBB BOX WITH WALL FLANGE AND DOOR. CONC. TOMBSTONE OR WALL RECESSED Manufacturers of 15125 PROCTOR AVENUECITY OF INDUSTRY, CA. 91744ENGINEERED PLUMBING PRODUCTSFAX(818)961-2200R(818)336-4561 20\'' NOTE: PROVIDE ['' CHAMFER ON ALL CONCRETE CORNERS. SACK & PATCH ALL EXPOSED SURFACES. MI N . 8' 'MI N . 2''2'' [''=1'-0'' 3 1 6'' = 1'-0'' A - 4 \' ' 2' ' |'' _''\'' BACKERPANEL FRAME FACEPANEL POOL TYPE SWIMMING POOL TABLE 'A' OCCUPANCY LOAD AT 1:20 431 911FIRE RESCUE POLICE MAXIMUM POOL OCCUPANCY: 000 NO DIVING ALLOWED PERSONS 41 4' - 8 ' ' FRAME3FACEPANELGRAPHICS SEE TABLE 'A' 4'-8'' BELOW 911, PROVIDE THE NUMBER OF THE NEAREST EMERGENCY SERVICES INCLUDING HOSPITAL, FIRE AND POLICE AS WELL AS THE NAME AND ADDRESS OF THE SWIM FACILITY. DIARRHEA AND KEEP GATE CLOSE SIGN SHALL BE POSTED AT THE ENTRANCE/GATE OF THE POOL. ARTIFICIAL RESPIRATION AND CPR PROCEDURES (SAMPLE SIGNAGE: CONTRACTOR SHALL SUBMIT ACTUAL SIGNAGE FOR APPROVAL) 2 70 ' ' TOP OF DECK BASELINE OF HIGHEST TEXT COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH ARCHITECT/OWNER1. PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGNAGE FOR REVIEW. 1 2'' WIDE x \'' THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO _'' THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE AS REQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULAR TUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TO PAINTING. 2 |'' THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENED COPY/GRAPHICS. ATTACH TO _'' THICK PAINTED ALUMINUM BACKER PANEL USING 'VHB' TAPE AND SILICONE ADHESIVE. 3 SILKSCREENED COPY/GRAPHICS WITH NON GLARE FINISH. 4 _'' THICK PAINTED ALUMINUM BACKER PANEL. 2. NOTES: 3.CHARACTER FONT STYLE SHALL BE CONVENTIONAL AND NOT UNUSUAL AND SHALL BE EASY TO READ. 4.MINIMUM CHARACTER HEIGHT = }'' 1.ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. A.POOL USER CAPACITY SIGN A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. SEE TABLE 'A'. B.NO DIVING SIGN SIGNS SHALL BE POSTED IN CONSPICUOUS PLACES AND SHALL STATE 'NO DIVING' AT POOLS WITH A MAXIMUM WATER DEPTH OF 6 FEET OR LESS. C.NO LIFEGUARD SIGN WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, ''NO LIFEGUARD ON DUTY.'' THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, ''CHILDREN SHOULD NOT USE POOL WITHOUT ADULT SUPERVISION.'' D.ARTIFICIAL RESPIRATION AND CPR SIGN AN ILLUSTRATED DIAGRAM WITH TEXT AT LEAST | INCH HIGH OF ARTIFICIAL RESPIRATION AND CPR PROCEDURES SHALL BE POSTED. E.EMERGENCY SIGN THE EMERGENCY TELEPHONE NUMBER 911. WITH NUMBERS NOT LESS THAN 4'', THE NUMBER OF THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET ADDRESS OF THE POOL FACILITY SHALL BE POSTED. F.NO USE AFTER DARK WHERE POOLS WERE CONSTRUCTED FOR WHICH LIGHTING WAS NOT REQUIRED A SIGN SHALL BE POSTED AT EACH POOL ENTRANCE ON THE OUTSIDE OF THE GATE(S) STATING, ''NO USE OF POOL ALLOWED AFTER DARK.'' G.KEEP CLOSED A SIGN SHALL BE POSTED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA STATING, ''KEEP GATE CLOSED'' OR "KEEP DOOR CLOSED". H.DIARRHEA A SIGN IN LETTERS AT LEAST 1 INCH HIGH AND IN A LANGUAGE OR DIAGRAM THAT IS CLEARLY STATED SHALL BE POSTED AT THE ENTRANCE AREA OF A PUBLIC POOL WHICH STATES THAT PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER. 2.DIRECTION OF FLOW SIGNAGE AND LABELS. A.THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA. B.WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES. C.VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. ['' SP-15 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 ARTIFICIAL RESPIRATION AND CPR PROCEDURES In case of need, mouth to mouth or manual artificial respiration should be started immediately, and should becontinued until a doctor arrives or until mechanical resuscitators are supplied. Be sure to call 911 quickly Push at least 2 inches on adultbreastbone, 100 times perminute, to move oxygenatedblood to vital organs Open the airway and check forbreathing or blockage; watchfor rise of chest and listen for airmovement. Tilt chin back for theunobstructed passing of air,give two breaths and resumechest compressions. COMPRESSIONS AIRWAY BREATHING WARNING NO LIFEGUARD ON DUTY PERSONS HAVING CURRENTLY ACTIVE DIARRHEA ORWHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE PERMITTED TOENTER THE POOL CHILDREN SHOULD NOT USE THE POOL WITHOUT ADULT SUPERVISION 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203182 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 AS NOTED SP-16 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 - EACH 2-PLEX RECEPTACLE SHALL BE 120V MIN. 20 AMP - RECEPTACLES TO BE PLACED BEFORE CTS INSTALLATION. - SINGLE GANG WALL BOX WITH BLANK PLATE FOR DATA CABLE. ONE PER DISPLAY. - EACH CIRCUIT SHALL BE DEDICATED 120V. MIN. 20 AMPS. CALIFORNIA ELECTRIC CODE REQUIRES A MEANS OF DISCONNECTING SIGNS AT THE LOCATION OF THE SIGN. SCOREBOARD SHALL BE WIRED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ART. 600-6. - IT IS EXTREMELY IMPORTANT THAT THE CIRCUITS USED TO POWER THE SCOREBOARD NOT BE SHARED WITH OTHER DEVICES. THE SCOREBOARD IS SENSITIVE TO "NOISE" ON AC POWER LINES. - DISPLAY SHALL BE EARTH GROUNDED. NUMBER AND LENGTHS OF RODS SHALL MEET CALIFORNIA ELECTRIC CODE. SPECIFICATIONS: GENERAL: - ALL STEEL CONSTRUCTION - FINISH TO BE BLACK POWDER COAT / ENAMEL PAINT SYSTEM WEIGHTS: - DISPLAY - APPROXIMATELY 1600 LBS. - FRAME AND EDGE TRIM - APPROXIMATELY 190 LBS. - DISPLAY MOUNTING CHANNELS SHALL BE ALIGNED USING TEMPLATE. NOTES: 1. FOOTING OK FOR SINGLE POUR COLUMN TO BE HELD IN PLACE WITH FORM TEMPLATE. 2. VIBRATE CONCRETE FULL DEPTH. 3. PROVIDE PLYWOOD COLLAR AROUND OPENING. 0'-0'' 2''X4'' JUNCTION BOX. TERMINATE 1'' DATA CONDUIT TO THIS LOCATION. - DISPLAY MAXIMUM POWER CONSUMPTION: 6,326 WATTS NO SCALE NO SCALE HSS 8''x8''x|'' STEEL COLUMNEDGE TRIM BRACKET SECURED TO MODULE USING STAINLESS STEEL HARDWARE: - BOLT: {''-16 x 1.5'' - LOCK WASHER - FLAT WASHER 2 LOCATIONS PER BRACKET THREADED 'PEM-NUTS' {''-16 PART OF BRACKET FOR EDGE TRIM MOUNTING. MODULE BRACKET 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY) 98 . 3 0 ' ' ( A C T I V E D I S P L A Y ) 10 6 . 3 0 ' ' ( A C T I V E D I S P L A Y + T R I M ) 10'-0''2'-3'' HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL 2'-3'' {''=1'-0'' +10'-0'' +18'-10'' +0'-0'' 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY) 98 . 3 0 ' ' ( A C T I V E D I S P L A Y ) 10 6 . 3 0 ' ' ( A C T I V E D I S P L A Y + T R I M ) 35 . 6 8 ' ' 10 . 6 2 ' ' 47 . 1 1 ' ' 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY) 98 . 3 0 ' ' ( A C T I V E D I S P L A Y ) 10 6 . 3 0 ' ' ( A C T I V E D I S P L A Y + T R I M ) VERT UNISTRUT P1000T 1}'' - 12GA CUT TO 106'' 5 REQUIRED. CORNER EDGE TRIM - 6''x6'' 4 REQUIRED - PROVIDED BY CTS EDGE TRIM BRACKET, 18 REQUIRED BY CTS SIDE EDGE TRIM, 2 REQUIRED - PROVIDED BY CTS TOP/BOTTOM EDGE TRIM PROVIDED BY CTS TYP. 6 PLACES MODULE BRACKET PROVIDED BY COLORADO TIME SYSTEM (CTS) MUST BE ALIGNED USING MOUNTING TEMPLATE 45.35''4'' SEE DETAIL 1B 45.35''37.80''37.80''4'' HORIZONTAL HSS 4''x4''x3/16'' STEEL TUBE CUT TO LENGTH 3 REQUIRED.HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL POWER SUPPLY: (6) DEDICATED CIRCUITS. 120VAC 20AMP EACH. EACH SUPPLY TO (1) DUPLEX OUTLET AS SHOWN. RECEPTACLES TO BE PLACED PRIOR TO CTS INSTALLATION. SEE DETAIL 1A SCOREBOARD MODULES, 8 TYP. 2'-6'' 6' ' 3' ' 12x12x{'' > CL R DIA CLR.7' - 6 ' ' TYP. |'' 3''VERT. 8-#6 #4 SPIRAL TIE WITH 3'' PITCH 78 ' ' 59 ' ' T Y P . 16 ' ' T Y P . FRONT VIEW {''=1'-0'' {''=1'-0'' |'' END CAP, TYP. A SEE DETAIL 1B PROVIDE SEISMIC HOOK AT ENDS OF SPIRAL AROUND VERTICAL REBAR, TOP & BOTTOM. EA. COLUMN +10'-0'' +18'-10'' +0'-0'' EDGE TRIM SECURED TO EDGE TRIM BRACKET USING #10x}'' SELF-TAPPING SCREWS 2 LOCATIONS PER BRACKETTRIM SCREWS TYP. 6 PLACESEA. COLUMN 9'' 6.5'' SEE DETAIL 1B BRACKET TO VERTICAL UNISTRUT HSS 4'' x 4'' x 3/16'' (3-TOTAL) SEE DETAIL 1B VERTICAL UNISTRUT TO HORIZONTAL HSS .8 4 5 ' ' SCOREBOARD MODULE TO MODULE BRACKET WITH INTEGRATED NUTS {''-16. ALWAYS START MOUNTING CABINET BRACKETS FROM THE TOP OF THE UNISTRUT BY ALIGNING TOP EDGE OF THE BRACKET TO TOP FACTORY EDGE OF THE UNISTRUT UNISTRUT P1000T, 1}'' - 12GA MODULE BRACKET SECURED TO UNISTRUT USING: - NUT: UNISTRUT P1010 - 1/2''-13 - WASHER SQ 1/2'', STRUT CHANNEL - LOCK WASHER 1/2'' - BOLT: 1/2''-13 x 1 1/4'', TORQUE 50 FT LBS - TWO (2) LOCATIONS PER BRACKET HSS 4''x4''x3/16'' STEEL TUBE CUT TO LENGTH 3 REQUIRED SCOREBOARD MODULE SCOREBOARD MODULE SCOREBOARD MODULE SCOREBOARD MODULES 8 TYP. FRONT ELECTRICAL VIEW {''=1'-0'' REAR SUPPORT VIEW {''=1'-0'' 3/16''3'' MIN. (|'')4'' 4''(|'') UNISTRUT SECURED TO 4''x4'' HORIZONTAL MEMBERS AT TOP, BOTTOM AND MIDDLE USING HOLLOBOLT ANCHOR LHBM08 PER ESR-3330. SPECIAL INSPECTION REQUIRED. VERIFY INSTALLATION TORQUE = 17 FT-LB PER ESR-3330. SITE WALL AND FOOTING - SEE ARCHITECTURAL PLANS 1' - 6 ' ' 3'-0''6'' 12 ' ' POOL SIDE 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203183 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE 1''=1'-0'' 28 ' ' M I N . DECK WALL 28\'' MIN. PLATE15 ' ' 5' ' 15''3'' 2'' CLR. 3''6'' 9'' MIN. 15 ' ' 5' ' 3'' 12''x12''x6'' WALL PLATE (OR JB FOR WALL PLATES) CONC. TOMBSTONE OR WALL RECESSED 3''*MAY BE INCREASED FOR MORE CAPACITY WALL PLATES 4-PLEX BOX WITH WEATHERPROOF COVER. DUPLEX GFCI OUTLET WITH ETHERNET CONNECTION * 4\'' 8' ' MI N . 8' ' M I N . 12 ' ' 1\ ' ' 1\ ' ' 6'' 6' ' 4' ' 7\ ' ' 4'' 7\'' 1. 1 3 4 ' ' CABLE - 9 CONDUCTOR 24GA/7C AND 18GA/2C 80^ 300V |' ' \' ' 4x 0.188~ THRU CARLON ENCLOSUREE989NNR - 4''x4''x6'' SHALL BE PLACED CLEAR OF THE STRUCTURAL POOLGUTTER WALL AND SHALL NOT INTERFERE WILL GUTTER REBAR REINF. 2' - 6 ' ' POOL GUTTER POOL POOL WALL BACK OF GUTTER DECK PLATE PLAN VIEW DECK PLATE BOX SHALL BE CENTERED BETWEEN RACING PLATFORM ANCHORAGE AND NOT CONFLICT WITH FIELD BENT REBAR 1\'' PVC CONDUIT INSTALLED AT BOTTOM OF BOX DECK PLATE 1'' PVC FLEX PIPE TO TOP OF GUTTER FOR DRAIN DOWN ANY FIELD DISCREPANCIES REQUIRE SUBMISSION OF ANRFI TO ARCHITECT ['' SP-17 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1''=1'-0'' JB JB TFRTFR INTERMATIC PX3003 300W 120V TRANSFORMER W/ 12V OUT, BUILT-IN CIRCUIT PROTECTION, STAINLESS STEEL ENCLOSURE. 12'' X 12'' STAINLESS STEEL JUNCTION BOX W/ BLRASS LOUVER COVER 7\''12-_''3''3''3''12-_''3''7\''2['' 54 MIN. 6' ' 12 _ ' ' 4" 8' ' M I N . 7\ ' ' T Y P . 1\'' C SEAL TIGHT PENETRATION 13\'' 1' - 3 ' ' 4\'' HYDREL JUNCTION BOX TYP. ['' FOOTING 7\ ' ' 24 " TYP. SEE 4/L5.03 SEE 4/L5.03 FOR REINFORCEMENT ADDITIONAL NOTES SEE 4/L5.03 PE R 4 / L 5 . 0 3 PE R 4 / L 5 . 0 3 SEE 4/L5.03 FOR REINFORCEMENT ADDITIONAL NOTES SEE 4 AND 10 / L5.03 FOR ADDITIONAL NOTES AND FINISHES SEE 4 AND 10 / L5.03 FOR ADDITIONAL NOTES AND FINISHES 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203184 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL THERMAL SOLAR PLAN 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. 1''=10'-0'' NORTH =BV BALL VALVE =VB VACUUM BREAKER =DN DOWN =A.F.F.ABOVE FINISH FLOOR 1. 2. BELOW GRADE SUPPLY PIPING TO SOLAR PANELS SHALL BE SCH. 40 PVC PIPE. ABOVE GRADE SUPPLY PIPING TO SOLAR PANELS SHALL BE SCH. 80 PVC PIPE. ALL RETURN PIPING FROM SOLAR PANELS SHALL BE SCH. 40 CPVC PIPE. 3. COORDINATE ALL SOLAR PIPING ROUTES IN FIELD WITH OTHER TRADES TO ENSURE THAT A POSITIVE SOLAR PANEL DRAIN SLOPE IS MAINTAINED. WATER SEAL ALL PENETRATIONS AND SUPPORT ALL PIPING AS REQUIRED ON SLAB AND BELOW GRADE. THE SOLAR DESIGN ON THESE PLANS AND SPECIFICATIONS UTILIZE UMA SOLAR 'ECO-SPARK' SLES-40, 4'-0" X 10'-6" AS THE PRIMARY LISTED SOLAR COLLECTORS. IF PROPOSING AND SUBMITTING AN EQUAL SUBSTITUTE SOLAR COLLECTOR OR ALTERNATE PIPING ROUTES, THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL TO THE PROJECT ARCHITECT AND OWNER THE FOLLOWING INFORMATION: SOLAR PIPING DRAWINGS, HYDRAULIC CALCULATIONS, SOLAR BOOSTER PUMP HEAD CALCULATIONS, SOLAR ARRAY RACKING SYSTEM, ANCHORAGE CALCULATIONS, DRAWINGS AND DETAILS. ALL CALCULATIONS AND DRAWINGS SHALL BE PREPARED AND WET SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT FOR REVIEW BY ARCHITECT PRIOR TO CONSTRUCTION. 4.CONTRACTOR SHALL PROVIDE PIPING TO ACCOMMODATE EXPANSION/CONTRACTION OF PIPING. SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. BV BV 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM SOLAR PANELS MOUNTED ON CUSTOM FRAME. FIELD VERIFY PIPING ROUTES. COORDINATE WITH STRUCTURAL. 1-6 SP-19 VB 6'' SOLAR PANEL RETURN FROM MECHANICAL ROOM 6'' CPVC SOLAR PANEL DRAIN TO MECH. ROOM AND SURGE TANK 3 SP-20 2'' SOLAR PANELRETURN UP, TYP. 3'' 2\'' CPVC 4'' 3'' CPVC 4'' 4'' CPVC 6'' 4'' CPVC 6'' 6'' CPVC SLOPE 1% MIN. 6'' 6'' CPVC 3 SP-20 1. 2,940 SQ. FT. 8,634 SQ. FT. = 34% 2. 6'' SCH 80 CPVC PIPING = 3.11 FT/SEC. OK 3.SOLAR PANEL WEIGHT = 2 lbs. PER SQ. FT. FULLY LOADED 350 GPM 2 = 175 GPM SWIMMING POOL SOLAR PANEL AREA SWIMMING POOL WATER SURFACE = 8,634 SQ. FT. PANELS PROVIDED: A. 70 GLAZED SOLAR PANELS: 4'x10.5' AT 42 SQ. FT. EA. = 2,940 SQ. FT. SWIMMING POOL SOLAR PIPING FLOW RATE A. 70 SOLAR ARRAYS AT 5.0 GPM EA (DOUBLE LOADED) = 350 GPM. BV VB BV BV BV BV BV BV VB BV BV BV VB BV BV BV VB BV BV BV VB BV BV BV VB 2'' CPVC SOLAR PANELDRAIN DOWN, TYP. LO W P O I N T T Y P . 10 THERMAL SOLAR PANELS 50 GPM 6'' SOLAR SURGE TANK SUCTION SWIMMING POOL CIRCULATION PLUMBING SEE SP-2 BFV SECONDARY SOLAR DRAIN AT SURGE CHAMBER W/ BFV AND VALVE EXTENSION SP-18 6'' CPVC SL O P E 1 % M I N . SL O P E 1 % M I N . SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT MAIN DRAIN SUCTION SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203185 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 SP-19 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 PANEL CLAMP @ 2'-0'' O.C. TYP. SOLAR PANELS PER PLAN TYP. 2 4'-0''4'-0''4'-0''4'-0'' 2'' BV 2'' VB \'' = 1'-0'' GASKET PANEL CLAMP BOTTOM PANEL HEADER (TOP) PANEL CLAMP TOP LATCH 3'' = 1'-0'' SOLAR PANEL ARRAY 2'' MANIFOLD SOLAR PANEL CLAMP ASSEMBLY SOLAR PANEL SUPPLY/RETURN PIPING PER PLAN 2'' OR 2\'' 'UNISTRUT' P2558 PIPE STRAP PER AQ3.3 1}''x1}'' 'UNISTRUT' P1100 AT 8'-0'' O.C. MAX. WITH {''~ CHANNEL NUTS AND SPRING AT MOUNTING CLAMP AND PIPE STRAP LOCATIONS MOUNT 'UNISTRUT' P1100 TO SUPPORT STRUCTURE WITH (2) {'' THRU BOLTS AND NUTS TYP. SUPPORT STRUCTURE 3'' = 1'-0'' 2'' OR 2\'' 'UNISTRUT' P2558 PIPE STRAP PER AQ3.3 SOLAR PANEL ARRAY 2'' MANIFOLD SOLAR PANEL CLAMP ASSEMBLY SOLAR PANEL SUPPLY/RETURN PIPING PER PLAN SUPPORT STRUCTURE 1}''x1}'' 'UNISTRUT' P1100 AT 8'-0'' O.C. MAX. WITH {''~ CHANNEL NUTS AND SPRING AT MOUNTING CLAMP AND PIPE STRAP LOCATIONS MOUNT 'UNISTRUT' P1100 TO SUPPORT STRUCTURE WITH (2) {'' THRU BOLTS AND NUTS TYP. 6'' = 1'-0'' 3 8'' DIA. GALV. THRU BOLT W/ NUT 1}''x1}'' 'UNISTRUT' P1100 CHANNEL OR EQUAL SPACED AT 6'-0'' O.C. SOLAR PIPING (SIZE PER PLAN) 'UNISTRUT' P2024-2070 PIPE CLAMP SYSTEM OR EQUAL (SIZE VARIES PER PLAN) SUPPORT STRUCTURE NOTE: PROVIDE BONDING PER CODE. SOLAR BOOSTER PUMP BFV PER SPECIFICATIONS CV PER SPECIFICATIONS SOLAR SUCTION FROM SURGE CHAMBER SOLAR RETURN TO SOLAR PANELS PIPE SIZE PER PLAN PIPE SIZE PER PLAN 1\''=1'-0'' 3 6 SOLAR HEATING COLLECTOR TUBES W/ PC GLAZING SOLAR HEATING COLLECTOR TUBES W/ PC GLAZING SOLAR HEATING COLLECTOR TUBES W/ PC GLAZING 2'' BV 2'' BV SUPPLY PIPING PER PLAN 3 SP-20 VERTICAL PIPE SUPPORT 4 - CPVC RETURN PIPING PER PLAN 2 SP-20 312''33'' 93 4'' 11 34'' 4 - TOTAL (ICC ESR-4266) WITH 2'' EMBEDMENT {'' HILTI KB-TZ2 4 - TOTAL (ICC ESR-4266) WITH 2'' EMBEDMENT {'' HILTI KB-TZ2 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203186 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1\'' = 1'-0'' 6'' < 6'' 6' ' 2'' TYP. 12'' 6' ' 6' ' LUG NUT MIN. OF 6 SPOT WELDS 1'' MIN. TYP. PROVIDE THERMAL SOLAR ACCESS COVER. 12''x12'' STAINLESS STEEL PAN WITH 1'' CASTING MATERIAL INFILL AND LIFTING LUGS. PROVIDE 316'' STAINLESS STEEL ANGLE IRON FRAME W/ BONDING LUG. PROVIDE WITH TWO (2) THREADED T-SHAPED LIFTING HANDLES. DISCONTINUE DECK REINF. 2'' CLR AROUND ACCESS COVER. LOCATE ACCESS COVER WITHIN 4'-0'' MIN. FROM PIPE RISERS. 8''~ PVC TUBE 6'' & LARGER PIPE SIZES 2'' TO 4'' ['' BALL VALVE \'' PIPING SIZE PER PLAN DEFORMED WIRE MESH FOR CASTING MATERIAL. CASTING MATERIAL TO MATCH ADJACENT MATERIAL & FINISH. \'' = 1'-0'' 2 PIPE DIA. MIN. ELEC. CONDUIT SOLAR PANEL DRAIN TO SURGE CHAMBER. SIZE PER PLAN SOLAR PANEL RETURN FROM MECHANICAL ROOM. SIZE PER PLAN COORDINATE ALL PIPING WITH SITE UTILITIES INCLUDING PIPING, CONDUITS/STRUCTURES AND THE LIKE. COORDINATE ALL PIPING ELEVATIONS WITH ALL SITE UTILITIES. PROVIDE SAND ENCASEMENT OF ALL PIPES 1. NOTE: THIS DETAIL ILLUSTRATES CONDITIONS WITH MULTIPLE PIPES. ACTUAL CONDITIONS MAY VARY. 2. 4''MI N . 6' 'MI N . 18 ' ' F R O M BO T T O M O F AS P H A L T PA V E M E N T O R A S RE Q ' D B Y C O D E SOLAR SYSTEM SEQUENCE OF OPERATIONS: THE SOLAR CONTROL SYSTEM WILL REQUIRE THREE TEMPERATURE SENSORS TO OPERATE: · - MOUNTED AT THE SOLAR PANELS AND EXPOSED TO THE SAME SUNLIGHT CONDITIONS AS THE COLLECTORS. · - INSTALLED IN THE MAIN DRAIN PIPELINE TO SENSE THE POOL TEMPERATURE. · - MOUNTED TO SOLAR HOT WATER DRAIN WITHIN MECHANICAL ROOM RELAYS AND INTERLOCK WIRING WILL BE REQUIRED TO PROVIDE THE FOLLOWING FUNCTIONS: · - WILL PREVENT THE SOLAR BOOSTER PUMP FROM OPERATING WHEN THE SYSTEM IS IN BACKWASH OPERATION. · - WILL ALLOW SOLAR SYSTEM TO RUN THE SOLAR BOOSTER PUMP IF REQUIRED BY THE SOLAR CONTROLLER. · - WILL ENABLE THE SOLAR BOOSTER PUMP VIA A SOFT-START RELAY (OR VFD) WHEN THE SOLAR SYSTEM REQUESTS THE BOOSTER PUMP TO RUN. SOLAR SYSTEM BOOSTER PUMP BV BACKWASH FILTERS BFV HEATER FLOWMETER CHEMICAL FEED / STORAGE CIRCULATION PUMP CV BFV TE POOL POOL TEMP SENSOR INSTALL IN THE TO MEASURE THE POOL WATER TEMPERATURE MAIN DRAIN PIPE FIFIFIFI SOLAR CONTROL SYSTEM DELTASOL MXSOLAR BY SOLARNETIX BFVBFV BV BV CV BV BV MD BV CV MD BFV = = = =BUTTERFLY VALVE BALL VALVE CHECK VALVE MAIN DRAIN =FLOOR INLETFI GO =GUTTER OUTLET TE =TEMPERATURE SENSOR POOL GO WATER LEVEL IF THE SOLAR TEMPERATURE SENSOR INDICATES THAT THE RADIANT TEMPERATURE AT THE PANELS IS WARMER THAN THE POOL WATER TEMPERATURE BY 4^F AND POOL WATER IS LESS THAN THE DESIRED TEMPERATURE, THE SOLAR BOOSTER PUMP SHALL CIRCULATE POOL WATER FROM THE POOL CIRCULATION SYSTEM THROUGH THE SOLAR PANELS BACK TO THE POOL CIRCULATION SYSTEM UNTIL THE POOL WATER REACHES THE DESIRED TEMPERATURE. IF THE POOL WATER IS WARMER THAN THE DESIRED TEMPERATURE BY 4^F AND THE RADIANT TEMPERATURE IS COOLER THAN DESIRED POOL WATER TEMPERATURE, THE SOLAR BOOSTER PUMP SHALL BE ENABLED TO CIRCULATE POOL WATER AT 50% FLOW VIA A VARIABLE FREQUENCY DRIVE THROUGH THE PANELS TO COOL DOWN THE POOL WATER UNTIL THE DESIRED TEMPERATURE IS MET. iF THE OUTDOOR TEMPERATURE IS LESS THAN 34^F, THE SOLAR BOOSTER PUMP SHALL CIRCULATE WARM POOL WATER AT 50% FLOW VIA A VARIABLE FREQUENCY DRIVE AS FREEZE PROTECTION TO SOLAR PANELS AND PIPING. THE SOLAR BOOSTER PUMP WILL SHUT-OFF WHEN THE OUTDOOR TEMPERATURE IS EQUAL TO OR GREATER THAN 36^F. CONTRACTOR SHALL SET POOL HEATER TO TURN ON IF POOL TEMPERATURE IS LESS THAN DESIRED TEMPERATURE BY 6^F OR MORE, AND TURN OFF IF THE DIFFERENCE BETWEEN THE POOL WATER TEMPERATURE AND DESIRED TEMPERATURE IS 4^F OR LESS SOLAR PANELS LOCATED ON SUPPORT STRUCTURE PER PLAN SURGE CHAMBER 6'' SOLAR TEE SUCTION AT 4'' A.F.F. PER NO SCALE FLOWMETER GO SP-20 DETAILS PLAN 6'' CPVC SOLAR RETURN TO POOL RETURN WITHIN MECHANICAL ROOM CPVC NOTE: CONCRETE CHRISTY BOX MAY BE USED IN UNPAVED AREAS. SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN TE SOL TE SOL SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN WITHIN MECHANICAL ROOM ANALOG THERMOMETERS: WINTERS INDUSTRIAL GLASS FAHRENHEIT THERMOMETERS, 9" SCALE, 0-120 DEGREE RANGE MOUNTED WITHIN STAINLESS STEEL THERMO WELLS. 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203187 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 2 1 SWIMMING POOL STRAINER: 'MERMADE' FO SERIES STAINLESS STEEL BASKET STRAINER: ONE (1) 12''x10'' STANDARD, WITH ACRYLIC LID AND TWO (2) STAINLESS STEEL STRAINERS EA. (300lbs.) SWIMMING POOL CIRCULATION PUMP: 'PACO' #80123-1, 8''x10''x12'' TYPE 'LC' END SUCTION CENTRIFUGAL PUMP 12.05'' ~ RATED IMPELLER, 1,187 RPM, 480V, 3PH 40HP RATED AT 1,450 GPM @ 60 FT. TDH 86.32% EFFICIENT PREMIMUM EFFICIENCY TEFC MOTOR EPOXY COAT ALL WET SURFACES. 'PACO', 'AURORA' OR APPROVED EQUAL. (760lbs.) PROVIDE 'SPCS' SMART PUMP CONTROL SYSTEM VARIABLE SPEED DRIVE MODEL SPCS040EF4 SYSTEM 21''x49''x17'' DEEP. COORDINATE MOUNTING LOCATION TO MAINTAIN DESIRED CLEARANCES, 460V 3PH. 3 SWIMMING POOL FILTERS: 'EkO3 GEN 2 #42210-1206-T-5 FULLY AUTOMATIC HI-RATE PERMANENT MEDIA FILTER WITH 105 SQ. FT. OF FILTER AREA RATED AT 1,575 GPM AT 15 GPM/SQ. FT. COMPLETE WITH 12'' FACE PIPING, 6'' BACKWASH, AFM FILTRATION MEDIA (PER MFCTR. RECOMMENDATIONS), SEISMIC ANCHORAGE. PROVIDE UTILITIES, PIPING, VALVING, ETC. (7,400 lbs EA. TANK) 'EkO3 GEN 2', OR EQUAL. PROVIDE SIGNET MK-515 PADDLE WHEEL FLOWMETER WITH DIGITAL READ-OUT. 4 CHLORINE STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 500 GALLON #TC5971DC DUAL STORAGE/CONTAINMENT TANK WITH LID SEISMICALLY RESTRAINED OPERATING WEIGHT = (4,165lbs). COMPLIES WITH FED. REG #40CFR-264-193. FEED PUMP SHALL BE 'SURE WATER TECHNOLOGIES' 'THE SOLUTION', 1,728 GPD MAX., \HP PUMP, 'BERKELEY' #SS1XN, 115/230V, 1 PH MOTOR, TEFC, COMPLETE WITH PIPING,VALVING AND MOUNTING. ONE (1) TOTAL. 5 6 7 ACID STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 350 GALLON #TC5256DC DUAL STORAGE/CONTAINMENT TANK WITH LID SEISMICALLY RESTRAINED OPERATING WEIGHT =(2,915lbs). COMPLIES WITH FED. REG #40CFR-264-193. PROVIDE 60 GALLON ACID VAPOR RECOVERY SYSTEM. ONE (1) TOTAL. FEED PUMP SHALL BE STENNER 45M5 50GPD @ 15 PSI W/ FRP SHELF BRACKET. WATER CHEMISTRY CONTROLLER: PROVIDE ETHERNET CONNECTION TO 'BECSYS' CS-BECSYS7 WATER CHEMISTRY CONTROLLER. PROVIDE COMPLETE SYSTEM CONTROL PACKAGE WITHOUT SENSOR WASH. 'BECSYS SYSTEM 7', 'IMPACT', 'WALLACE & TIERNAN' OR APPROVED EQUAL WITH THE FOLLOWING OPTIONS: FLOW RATE, INFLUENT / EFFLUENT PRESSURE, ACID / CHLORINE TANK WATER LEVELS, BACKWASH CONTROL, TDS, PPM CONTROL. 8 9 ELECTRICAL: PROVIDE ALL ELECTRICAL WIRING, CONDUIT, PANEL(S), STARTER/DISCONNECT INTERCONNECT(S) ETC. AS REQUIRED FOR PROPER EQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES AS REQUIRED. REFER TO ELEC. PLANS FOR ALL ADDITIONAL INFO. FILL SYSTEM: 3'' 'CLA-VAL' FILL SYSTEM TO INCLUDE 3'' 'CLA-VAL' SOLENOID CONTROL VALVE #136-01BY, 3'' DUCT IRON, EPOXY COATED BODY WITH CAST IRON DISC RETAINER AND DIAPHRAGM WASHER, BRONZE TRIM, FLANGED GLOBE PATTERN, 120V AT 60HZ. SOLENOID WIRING SHALL BE WIRED TO WATER CHEMISTRY CONTROLLER. PROVIDE 6'' AIR GAP AT FILL POINT . PUMP PIT: 8'-0'' x 14'-0'' x 5'-0'' DEEP. PROVIDE 2''~ GALV. STANDARD STEEL PIPE GUARDRAIL. PROVIDE SUMP PUMP TO BACKWASH. PROVIDE WATERPROOFING PER SPECIFICATIONS. ACCESS LADDER TO BE 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER. COLOR TO BE GRAY. 12 13 10 LIGHTING CONTACTOR PANEL: 'ALLEN BRADLEY' #500L OR APPROVED EQUAL. PANEL SHALL BE MOUNTED IN A NEMA 12 HINGED COVER - LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCH EQUAL TO 'HUBBELL' #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH. 14 11 EYEWASH/SHOWER: HAWS MODEL #8300-8309CRP BARRIER FREE COMBINATION SHOWER AND EYE/FACE WASH WITH CORROSION RESISTANT PROTECTION. SEE MEP SHEETS FOR SUPPLY PIPING. TWO (2) TOTAL. CARBON DIOXIDE STORAGE FEED SYSTEM: PROVIDE ONE (1) 'NOVO-600', 600lb. CRYOGENIC LIQUID CO2 STORAGE TANK WITH REMOTE FILL PORT. 594 LIQUID lbs., (5,195 CUBIC FEET OF GASEOUS CO2 AT NTP) ONE (1) TOTAL. PROVIDE 'BECSYS 4-30' FLOW CONTROL UNIT WITH FLOW ADJUSTMENTS FROM 0-200 SCFH WITH PRESSURE REGULATOR AND GAUGES FOR UP TO 850 PSI NOMINAL CYLINDER PRESSURE AND 40 PSI OUTPUT TO CO2 FEED UNIT FED FROM STORAGE TANKS. ONE (1) SYSTEM TOTAL (92lbs. EA.) PROVIDE HARD WIRED 'ANALOX' #API KIT CO2 DETECTOR WITH AUDIBLE AND VISUAL ALARMS IN EACH CHEMICAL ROOM, UL 1971 STANDARD LISTED, ONE (1) TOTAL. SWIMMING POOL HEATER(S): INDIRECT FIRED POOL HEATING PACKAGE SYSTEM 'AQUAS' CREST WITH SMARTTOUCH CONTROL CONDENSING MODULATING BOILER, TITANIUM PLATE AND FRAME HEAT EXCHANGER WITH CPVC CONNECTIONS, EXTERNAL CIRCULATION PUMPS, FACTORY ASSEMBLED SKID MOUNTED PACKAGE, CALIFORNIA CODE CONTROLS, 1\'' NATURAL GAS CONNECTION, 3'' WATER CONNECTIONS, 8'' DIAMETER VENT SIZE, PVC VENTED 1,999,000 BTU PER HOUR INPUT, 97% EFFICIENT, PROVIDE ['' COLD WATER TO EACH UNIT WITH ADJACENT FLOOR SINK FOR CONDENSATE. 'LOCHINVAR AP02000N', WEIGHT = 3,397 lbs. EA. TWO (2) TOTAL. 15 BV BFV = =BUTTERFLY VALVE BALL VALVE FLOOR SINKFS= ACID INJECTION= CV =CHECK VALVE CHLORINE INJECTION= FM =FLOWMETER PIPE HANGERPH= FD =FLOOR DRAIN VACUUM / PRESSURE GAUGEPG/VG = BW =BACKWASH A C SWIMMING POOL CIRCULATION PUMP: 40 HP @ 460VTHE PIPING SYSTEM SHALL HAVE DIRECTION OF FLOW ARROWS INDICATED ON THE PIPES. PUBLIC POOLS SHALL HAVE A FLOW DIAGRAM OF THE POOL'S PIPING SYSTEM WITH OPERATION INSTRUCTIONS. THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THE PREMISES AT ALL TIME 1. 2. 3. ALL MECHANICAL ROOM FLOORS SHALL BE SLOPED A MIN |'' PER FOOT TO A DRAIN. SEE ARCHITECTURAL SHEETS FOR SPOT ELEVATIONS AND SLOPES. 4. GAS FIRED POOL HEATER(S) INSTALLED ON A GAS SUPPLY SYSTEM UTILIZING A 2 PSI OR 5 PSI SUPPLY. GAS PRESSURE SHALL REQUIRE A REGULATOR TO REDUCE THE SUPPLY PRESSURE. A PROPERLY SIZED AND INSTALLED LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR (HGPR) SHALL BE USED TO REDUCE THE GAS PRESSURE AT THE UNIT INLET TO A MINIMUM OF 4'' TO A MAXIMUM OF 11'' WATER COLUMN. 'LOCHINVAR' RECOMMENDS THAT ANY REQUIRED LINE LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR BE INSTALLED WITH A MINIMUM OF 8 FEET TO 10 FEET OF PIPE FROM ITS DISCHARGE TO THE UNIT'S GAS INLET. IF A STRAIGHT DISTANCE OF GAS PIPE IS NOT AVAILABLE THE ADDITION OF A VERTICAL 'U' IN THE GAS PIPING DOWN STREAM FROM THE 'HGPR' CAN BE USED TO ACHIEVE THE 8 FEET TO 10 FEET OF DISTANCE. CONTRACTOR IS RESPONSIBLE FOR HEATER VENTING, EXHAUST DUCTING, FLUE TERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE. = 52 AMPS BACKWASH PIT: 4'-6'' x 8'-0'' x 8'-0'' DEEP WITH 6''~ P-TRAP OUTLET TO SEWER. PROVIDE WATERPROOFING PER SPECIFICATIONS. COORDINATE WITH STRUCTURAL AND PLUMBING PLANS. ALL ELECTRICAL CONDUITS WITHIN MECHANICAL ROOM AND CHEMICAL ROOMS SHALL BE RIDGID NEMA 3R SUITABLE FOR CORROSIVE ATMOSPHERE. 5. 2 MR-4 PIPE SUPPORTPS= 17 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1/4''=1'-0'' MECHANICAL ROOM LAYOUT PLAN MR-1 BFV BFV BFV BFV BFV BFV BFVBFV BFVPHPHPH PH PH PH PH PH PH PH PH PH PH PH PH PH PH BFV BFV BFV PG CV PS PS PS PS PS FM PH PHPH PH PH PH PH PH PH PH PH PH PH PH PH PH CA PH PH 13 EMERGENCY EYEWASH/ SHOWER 13 EMERGENCY EYEWASH/ SHOWER 7 750LB. CO2STORAGE CO2 REMOTE FILL 7 7 CO2 CONTROLLER 500 GAL CHLORINE STORAGE CHLORINE FEEDER 5 5 6 350 GAL. ACID STORAGE ACID FEED PUMP 6 6 60 GAL. ACID VAPOR RECOVERY TANK 9 14 LIGHTINGCONTACTORPANEL ELEC. PANEL 'SP' FILTERS 3STRAINER 1 12x10 CIRC. PUMP 2 HEATER 4 HEATER 4 8 WATERCHEMISTRYCONTROLLER PUMP PIT 10 BACKWASH PIT 11 3' ' C O L D W A T E R S O U R C E PHBV W/ R F B F P B Y O T H E R S BVPH PH BV SUMP PUMP 17 PH 12 3'' 'CLA-VAL'FILL SYSTEM 10'' FLOOR INLET RETURN 6" FILL EQUALIZER TO SURGE 12'' MD SUCTION 12'' SURGE CHAMBER SUCTION 10'' 6'' BW 10'' 6'' 4'' 4'' 10'' 6'' 3'' SUMP PUMP: HYDROMATIC 'SW' SERIES, 1/3HP, 115V, 10AMP, W/ FLOAT SWITCH AND 2" PIPE AND CHECK VALVE INTO BACKWASH TANK. ONE (1) TOTAL. HAZARDOUS INFORMATION SIGNAGE PH PH LINK SEAL TYP.MR-6 3 BFV PH UL LISTED FIRE STOP (FS-ONE OR EQUAL) 2 MR-11 4'' HOUSEKEEPINGPAD 4'' HOUSEKEEPING PAD 2'' MANUALFILL BYPASS FRP PUMP PIT ACCESS LADDER 3 MR-4 2'' 2'' STANDARD PIPE GALV. STEEL GUARD RAIL W/ CHAIN ACCESS 4 MR-7 FRP BACKWASHACCESS LADDER 4 MR-11 12'' AIR GAP FSFD FD 4'' 4'' PS BFV BFV BFV 18 SWIMMING POOL ULTRA VIOLET TREATMENT SYSTEM: 'EVOQUA' WAFER UV MODEL WF-225-8-N, VALIDATED AT 1,540 GPM, 8'' FLANGED CONNECTION IN-LINE UV WITH TWO (2) LAMPS @ 2,500 WATTS, 208V, 1PH. CONTROL UNIT: 208V 1PH, 20''X20''x10'' DEEP. (121 lbs.). PROVIDE PIPING BYPASS, VALVING, ETS EZ VALVE STRAINER AND INSTALLATION AND PIPING PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL. UV SYSTEM 18 FILTER CONTROL PANEL WITH PRESSURE AND VACUUM GAUGES 3 VG PH PH SOLAR BOOSTER PUMP: 'JANDY' JCP073ATS: 7.5 HP, 208V 3PH, RATED AT 390 GPM AT 60 FT. TDH, WITH INTEGRAL STRAINER. ONE (1) TOTAL W/ ACCUDRIVE VFD #AD075X-2303-N4X TO BE TIED TO UV CONTROLLER PER THE UV CONTROLLER MANUFACTURERS INSTALLATION GUIDELINES. SOLAR PUMP 15 SOLAR HEATING CONTROLLER: AUTOMATIC HEATING CONTROLLER TIED TO SOLAR BOOSTER PUMP AND WATER TEMP SENSORS PER MANUFACTURERS INSTALLING REQUIREMENTS, 120V ONE (1) TOTAL. 16 SOLARHEATINGCONTROLS 16 18 UV CONTROLLER 5 MR-7 1 MR-51 MR-5 1 AP-114 MR-10 REDUCED PRESSURE BACKFLOW PREVENTERRPBFP= 1 MR-9 1-4 MR-8 4 MR-4 3 MR-3 5 MR-7 5 MR-6 4 MR-4 1 MR-3 4 MR-4 2 MR-3 1 MR-10 1, 4 MR-4 4 MR-3 6 MR-7 1 MR-5 1, 4 MR-4 5-6 MR-3 2, 4 MR-5 3-4 MR-4 1,2,4 MR-6 5 MR-5 4 MR-4 2 MR-10 1 MR-7 3-4 MR-7 4 MR-11 6 MR-5 2 MR-7 3 MR-10 5 SP-19 1 SP-20 5 MR-11 3 MR-5 BFV CVBFV 4'' 6'' SOLAR SURGE TANK SUCTION 6'' SOLAR PANEL RETURN VG PG ALL VALUES PER 2022 CBC 1910A.5.4 }'' DIA. {'' DIA. \'' DIA. 60 40 6 30 3|'' 4" 1\'' 2\'' ['' DIA.1254[" |'' DIA. TORQUE LOAD (FT-LBS)TORQUE LOAD (FT-LBS) 35 25 6 15 50 1\'' 3|'' 2\'' 4'' 4['' SIZE MIN. EMBED (heff) HILTI KB TZ 2 (SS) ANCHORS IN CONCRETE (ESR-4266) MIN. EMBED (heff) KB TZ 2 (SS) ANCHORS IN CMU (ESR-4561) POOL HEATING SYSTEM SHALL HAVE PRIMARY HEATING PROBE LOCATED ON MAIN DRAIN SUCTION LINE 2 MR-4 HAZARDOUS INFORMATION SIGNAGE MR-2 B MR-2 A 6" CPVC SOLAR DRAIN (HOT) TOP OF EQUALIZER+12" ABOVE DECK PPM MODULE 10'' 10'' 10'' 6'' 10'' BV 1 MR-11 16 SOLAR PUMPVFD 18 PUMP VFD 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203188 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 |''=1'-0'' |''=1'-0'' NOTES: 3.SEE SHEET MR-1 FOR EQUIPMENT LIST. REFER TO MECHANICAL PLANS FOR HEATER VENTING, EXHAUST DUCTING, FLUE TERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE. 1. 2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING LAYOUT AND CONSTRUCTION REQUIREMENTS. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 MECHANICAL ROOM SECTIONS MR-2 LINK SEAL TYP.3 MR-6 6'' SOLAR RETURN 6'' SOLAR SUCTION 12'' CIRC SUCTION PH PH PHPHPHPHPHPH PH PH PH PH PH PH PH PH STRAINER 12''x10'' 1 PUMPCIRC.2 CV BFV BFV BFV BFV PUMPSOLAR15 FILTERS 3 CV F FRP PUMP PIT ACCESS LADDER 3 MR-4 4 MR-7 NOTES: 3.SEE SHEET MR-1 FOR EQUIPMENT LIST. REFER TO MECHANICAL PLANS FOR HEATER VENTING, EXHAUST DUCTING, FLUE TERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE. 1. 2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING LAYOUT AND CONSTRUCTION REQUIREMENTS. 67 E BFV 4'' BFV 4'' BFV BFV BFV UV FILTERS 3 18 BFVBFV BFV BFV 4'' 10''10'' 6'' 10'' 6'' BW10''10'' 6''6'' HEATERS 4 10'' CHEM ROOM PH PH PH PH PH PH PH PH PH PH PH 10'' FI RETURN 2'' STANDARD PIPE GALV. STEEL GUARD RAIL W/ CHAIN ACCESS OVERHEAD LIGHTING, CONTRACTOR TO COORDINATE W/ INTERIOR LIGHTING 8WATER CHEMISTRY CONTROLLER PH OVERHEAD LIGHTING, CONTRACTOR TO COORDINATE W/ INTERIOR LIGHTING 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203189 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE 3| ' ' 6'' MIN. FOUR (4)-\''~ x 3|'' MIN. EMBED. STAINLESS STEEL HILTI KB TZ 2 EXPANSION ANCHORS SPECIAL INSPECTION REQUIRED (ICC ESR-4266) 31.50'' 57 . 5 0 ' ' 42'' 4' ' 6'' MIN.4'' HOUSEKEEP PAD 6'' MIN.6'' MIN. 3| ' ' 7,400 lbs. EA.61 . 1 9 ' ' 29.88'' 46.00'' 66.25'' 89.31'' 40.00''23.50'' NOTE: 1. PROVIDE BONDING PER CODE.1. 2 SP-14 3,397 lbs.HEATER \''~ SS HILTI KB-TZ 2 WITH 3|'' MIN. EMBED (INSTALL PER ESR CC ESR-4266). ON STEEL FRAME SKID MOUNTED 3| ' ' TY P . 4' ' T Y P . 6'' 97['' MIN. 2|''4''91\'' 1\ ' ' 3| ' ' TY P . 79 ' ' 4' ' T Y P . 6'' MIN. 30'' 79 ' ' 6''MIN. IN OUT 7| ' ' 28 | ' ' 1\ ' ' 6''MIN. 33 ' ' 103\''x45'' MIN. PAD SIZE \''~ SS HILTI KB-TZ 2 WITH 3|'' MIN. EMBED (INSTALL PER ESR CC ESR-4266). NO SCALE NO SCALE PUMP IS SET POURED BEFORE PUMP BASE 16 ' ' 24'' LONG 12'' PER PUMP POST-SET CONDITION 1-#4 AT EACH CORNER AND 2''CLR SLAB REINF. #3 REBAR HOOP TOP & BOTTOM AND AT 6'' O.C. FOUR (4)-\''~ x 3|'' MIN. EMBED. SS HILTI KBTZ 2 SPECIAL INSPECTION REQUIRED (INSTALL PER ICC ESR-4266) NOTE: PROVIDE BONDING PER CODE. (760 lbs.) 6''6'' 1\ ' ' 1\ ' ' 19'' WIDE 7'' PUMP BASE PLAN VIEW 6''12''6'' 6'' 6' ' 41'' AT 12'' O.C. MAX. NO SCALE WATER CHEMISTRY CONTROLLER 500 GALLONS' SUCTION TUBE CHLORINE FEED PANEL 1''C TO 2-#12,MOUNTED ADJACENT TO TANK PER SPEC'S 2 NOTES: 1 PIPING, TUBING, VALVES AND RELATED COMPONENTS SHALL BE SEISMIC BRACED. 3 PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. 4 EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND THE LOCATION SHALL BE CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN. 5 PROVIDE 2'' 'CAMLOCK' FILL PORT PER VENDOR'S REQUIREMENTS. 6 7 1 5 7 4 6 8 TANK ANCHORAGE (4,165 lbs.) 1 MR-10 1 MR-4 PIPING, VALVING AND FITTINGS SHALL COMPLY WITH CFC 2703.2.2 'AT-A-GLANCE' CHEMICAL GUAGE BY KRUEGER SENTRY GAUGE CO. INC. PROVIDE VAPORLOC CAP @ TUBING ENTRANCE1 MR-4 ABOVE GROUND STATIONARY TANKS USED FOR THE STORAGE OF HAZARDOUS MATERIALS SHALL BE PLACARDED WITH HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN C.F.C. 5003.5 AND NFPA 704 FOR THE SPECIFIC MATERIAL CONTAINED. SIGNS SHALL BE DURABLE. THE SIZE, COLOR AND LETTERING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS. WATER CHEMISTRY CONTROLLER 350 GALLONS' (TYPICAL) SUCTION TUBE INJECTION LINE AFTER HEATER RETURN BE IN POINTS TO BV ACID BV FEED PUMP TRANSITIONS. HARD PIPE FROM FEED BALL VALVE PUMP TO INJECTION POINT \'' SCHEDULE 80 PVC TYP. MOUNTED ABOVE TANK RIM (6 lbs.) PER SPEC'S \''C 2-#12, 1 5 4 7 6 2 NOTES: 1 PIPING, TUBING, VALVES AND RELATED COMPONENTS SHALL BE SEISMIC BRACED. 3 PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. 4 EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND THE LOCATION SHALL BE CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN. 5 PROVIDE 2'' 'CAMLOCK' FILL PORT PER VENDOR'S REQUIREMENTS. 6 7 8 (2,915 lbs.) TANK ANCHORAGE1 MR-4 PIPING, VALVING AND FITTINGS SHALL COMPLY WITH CFC 2703.2.2 'AT-A-GLANCE' CHEMICAL GUAGE BY KRUEGER SENTRY GAUGE CO. INC. PROVIDE VAPORLOC CAP @ TUBING ENTRANCE 1 MR.4 1 MR-5 6 MR-7 ABOVEGROUND STATIONARY TANKS USED FOR THE STORAGE OF HAZARDOUS MATERIALS SHALL BE PLACARDED WITH HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN C.F.C. 5003.5 AND NFPA 704 FOR THE SPECIFIC MATERIAL CONTAINED. SIGNS SHALL BE DURABLE. THE SIZE, COLOR AND LETTERING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS. NO SCALE SEAL NON-VENTED MANWAY AND PERMANENTLY CLOSE. NOTES: 1 PROVIDE CAMLOCK FITTING FOR FILL HOSE.2 PROVIDE 2'' BULKHEAD FITTING.3 PROVIDE 2'' BALL CHECK VALVE.4 PROVIDE DOUBLE WALLED DUAL CONTAINMENT TANK.5 PROVIDE [''x100' HOSE W/ NON-CORROSIVE ENDS.6 PROVIDE 2'' BULKHEAD FITTING WITH 'VAPORLOC' SYSTEM7 FOR FEED PUMP SUCTION LINES(S). 12 3 4 350 GALLON ACID STORAGE TANK 'CHEMTAINER' MODEL #TC5256DC 'SNYDER INDUSTRIES' OR EQUAL. 5 1'' SCH 80 PVC BALL VALVE WITH \ HOSE ADAPTER AND THREADED SAFETY CAP {''~ HOLES OR SAWCUT SLOTS EQUAL TO 200% OF SURFACE AREA OF PIPE. MAX. WATER LEVEL MA X12 ' ' 1'' SCH 80 PVC VENT W/ 1'' BULKHEAD 2'' SCH 80 2'' 2'' 60 GALLON VAPOR RECOVERY TANK 28''~x37'' TALL #1000300N97202L 'SNYDER INDUSTRIES' 'CHEM-TAINER' OR EQUAL 2'' PVC CAP 7 6 MIN. WATER LEVEL 2' ' PVC TYP. FITTING 3 PROVIDE 'AT-A-GLANCE CHEMICAL GAUGE' BY8 KRUEGER SENTRY GAUGE CO. INC. 8 (500 lbs.)(2,915 lbs.) TANK ANCHORAGE 1 MR-4 NO SCALE MR-3 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1. 2 SP-14 BOOSTER PUMP 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203190 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE TANK AT 90^ ANGLES. PROVIDE NOTE: U-CLAMP AT TOP OF CROSSING. STEEL WIRE |'' STAINLESS \'' x 1\'' STAINLESS STEEL CARRIAGE BOLT WITH STAINLESS STEEL NUT AND WASHER POLYETHYLENE COVER CABLE FREE OF SLACK W/ CHEMICAL CROSSING AND AT ALL PROVIDE }''~ U-BOLT AT TOP CABLE 90^ |'' STAINLESS STEEL STORAGE (2) |'' STAINLESS AROUND BOLT LOOP CABLE AND CLAMP WITH STEEL WIRE ROPE 9' ' M I N . FLUSH WITH TEFLON GASKET TANK TYP. 4[ ' ' MI N . 7'' C.G. 3' ' 1\''1\'' 10'' FOR ALL TANKS 5. 8 3 ' MA X . T A N K HE I G H T VERTICAL CROSSINGS. EQ . EQ . EQ . FOR ALL TANKS RADIAL 3'' x 3'' x \'' x 10'' LONG STAINLESS STEEL ANGLE BAR. PLACE TIGHT AGAINST TANK GASKET (TYP. OF 4) TWO CABLES PER CHEMICAL STORAGE 7'' CLIPS TYP. ALL CROSSINGS ROPE CLIP AT TYP. ACID TANK 52''~ (2,915 lbs.) CHLORINE TANK 59''~ (4,165 lbs.) VAPOR RECOVERY TANK 28''~ (500 lbs.) 2. 9 2 ' @ C H L O R I N E T A N K 2. 3 3 ' @ A C I D T A N K 1. 5 4 ' @ V . R . T A N K ANGLE BRACKET TANK QUANTITIES OF CHEMICALS DO NOT EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2). FOR CARBON DIOXIDE GAS SEE TABLE 1.12.8(b) OF THE NFPA-1, 6,000 FT3 ALLOWABLE OR 686 lbs. STORAGE PER CONTAINED AREA COMMON NAME CHEMICAL NAME CAS #FORM JUSTIFICATION MURIATIC ACID 25%7647-01-0 LIQUID 0 GAL.350 GAL.CHEM. ROOM MSDS CARBON DIOXIDE 100%124-39-9 LIQUID 0 lbs.600 lbs.CHEM. ROOM MSDSCRYOGENIC % COMP.QUANT. STORED (NOT USED) QUANT. IN USE (USE-CLOSED) LOCATION (STORAGE & USE)HAZ. CLASSES CORROSIVE LIQUID CARBON DIOXIDE CHEMICAL CLASSIFICATION TABLE HYDROCHLORIC ACID MAXIMUM ALLOWABLE QUANTITY 500 GAL. 686 lbs. 12.5%7681-52-9 LIQUID 0 GAL.CHEM. ROOM MSDSSODIUM HYPOCHLORITE SODIUM HYPOCHLORITE 500 GAL.CORROSIVE LIQUID500 GAL. MURIATIC ACIDSODIUM HYPOCHLORITE BLUE WHITE RED YELLOW REACTIVITY HAZARD SPECIFIC HAZARD FLAMMABILITY HAZARD HEALTH HAZARD LEGEND CARBON DIOXIDE RATING EXPLANATION GUIDE RATING HEALTH HAZARD FLAMMABILITY HAZARD REACTIVITY HAZARD CAN BE LETHAL MAY EXPLODE AT NORMAL TEMPERATURES AND PRESSURES MAY EXPLODE AT HIGH TEMPERATURES OR SHOCK IGNITES AT ABOVE 73° F, BELOW 100° F.CAN CAUSE SERIOUS OR PERMANENT INJURY EXTREMELY FLAMMABLE. IGNITES AT BELOW 73° F. VIOLENT CHEMICAL CHANGE AT HIGH TEMPS OR PRESSURES CAN CAUSE TEMPORARY INCAPACITATION OR RESIDUAL INJURY NORMALLY STABLE. HIGH TEMPERATURES MAKE UNSTABLE CAN CAUSE SIGNIFICANT IRRITATION IGNITES AT ABOVE 200° F. IGNITES AT ABOVE 100° F, BELOW 200° F. STABLEWILL NOT BURNNO HAZARD 4 3 2 1 0 SPECIFIC HAZARD OXIDIZER: ACID: CORROSIVE: ALKALI: USE NO WATER: RADIATION HAZARDS: POLYMERIZES: OX ACID COR ALK W P NOTES: 1. 2. CONFIRM SIGNAGE WITH LOCAL FIRE MARSHALL AND/OR BUILDING CODES PRIOR TO INSTALLATION. SIGNS SHALL SIGNS SHALL BE SIZES AND COLORS PER CODE MOUNTED AT +60" A.F.F. ON DOORS AT CHEMICAL ROOMS. CONFORM TO NFPA 704. PROVIDE HARD WIRED CO2 DETECTOR 'ANALOX SENSOR TECHNOLOGY' MODEL #AP1 KIT SENSOR AND STROBE UNITS 120V HARD WIRED W/ STROBE LIGHT AND AUDIBLE ALARM. SENSOR MOUNTED 18 INCHES A.F.F. AND ALARM LEVEL BETWEEN 70-76 INCHES AND WITHIN VISIBLE EYESIGHT OF DOOR. TO BE SET TO DETECT CO2 GAS IN LEVELS IN EXCESS OF THE PEL. PROVIDE IN EACH ROOM CONTAINING CO2. SIGN SHALL BE POSTED AT ROOM ENTRANCE; SIGN SHALL BE NOT LESS THAN 8'' IN LENGTH AND 6'' IN HEIGHT AND INDICATE: CAUTION - CARBON DIOXIDE GAS VENTILATE THE AREA BEFORE ENTERING A HIGH CARBON DIOXIDE (CO ) GAS CONCENTRATION IN THIS AREA CAN CAUSE ASPHYXIATION. 2 8'' MIN. 6' ' M I N . NO SCALE NO SCALE 26'' FRONT ELEVATION PLAN VIEW \''~ x 3|'' MIN. EMBED. THREE (3) TOTAL. SS HILTI KB TZ 2 SPECIAL INSPECTION REQUIRED (ICC ESR-4266) ISOMETRIC VIEW 30''~ 955 lbS. 70 \ ' ' 3' - 1 ' ' C . O . G . NO SCALE ELECTRICAL 24 VAC CONSOLE CONTROL HEATER BOOST. 120 VAC, 20A INTERLOCK FOR CIRCULATION PUMP POWER 120 VAC, 20A POOL CONTROLLER RELAY PANEL N 120 VAC 24 VAC 120 VACCIRC. PUMP MOTOR CONT. N CIRC. PUMP N PUMP 24 VAC TRANSFORMER 120 VAC N 120 VAC 24 VACCABLE CONTROLLER 120 VAC CHEMICAL FEED RELAYS CONTROL INTERLOCK FOR 120 VAC CIRCULATION PUMP WHITE PUMP 24 VAC FILTER BOOSTER BYPASS BROWN HEATER R'W' 120 VAC CHLORINE AFC FILTRATION WITH DEDICATED NEUTRAL 120 VAC, 15A DEDICATED POWER N 120 VAC 120 VAC 120 VAC 120 VAC, 20A N CONTROLLER N PUMP INSTALL 1 #12 GROUND CONDUCTOR IN ALL CONDUITS ALL CONDUITS SHALL BE RIGID OR INTERMEDIATE RESPONSIBLE FOR A FULLY OPERATIONAL SYSTEM. OPERATING INSTRUCTIONS. CONTRACTOR SHALL BE REFER TO FILTER "OWNER'S MANUAL" FOR INSTALLATION/ ALL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITION OF THE CALIFORNIA ELECTRIC CODE (N.E.C.) FURNISH ALL LABOR, MATERIALS AND COORDINATION OF WORK HERE ON SHOWN/IMPLIED. 4. N N GALVANIZED METAL. 2. 3. ACID PUMP NOTES: 1. 24 VAC WITH HOA AND PILOT LIGHT CONTROLLER WATER CHEMISTRY LO 0.2 0.4 0.6 0.8 1.0 1.5 2.0 3.0 HI Alarm Cal SetPoint pH Feed Cl/Br FeedFailsafe pH 7.5HRR 755Cl2/Br2 (ppm) TEMP 85°F CO PUMP2 120 VAC SEE DETAIL 2/MR.5 SEE DETAIL 3/MR.7 MR-4 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 2-[''~ SS HILTI KB-TZ 4['' WITH MIN.EMBED FOR ALL TANKS STAINLESS STEEL (ICC ESR-4266) (TYP. AT 90^INTERVALS EXPANSION ANCHORS AROUND TANK EIGHT (8) TOTAL.SPECIAL INSPECTION REQ'D. 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203191 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE \''=1'' FACE OF WALL 7|'' SQ. 1\'' 5| ' ' 'CHART INDUSTRIES' MODEL #B-C00051 FLUSH MOUNT FILL BOX, OR EQUAL. .049 THICK 304 STAINLESS STEEL UL LISTED LOCK ASSEMBLY NOTES: 1.BOX MUST INCLUDE MAXIMUM ALLOWABLE WORKING PRESSURE WARNING LABEL ON INSIDE OF DOOR. 2.VENT HOLE ON CONNECTOR SHOULD POINT DOWN TOWARD BOTTOM OF BOX. 3.CONTRACTOR TO VERIFY WITH DELIVERY COMPANY FOR IDEAL FILL PORT LOCATION AND WHERE POSSIBLE LOCATE FILL PORT WITHIN SHORTEST DISTANT RUN FROM FILL LOCATION TO TANK PLACEMENT. 4.CONTRACTOR TO VERIFY LOCK ASSEMBLY WITH DELIVERY COMPANY AND SHALL PROVIDE A SET OF KEYS FOR OWNER AT SUBSTANTIAL COMPLETION. FRONT VIEW SECTION VIEW ISOMETRIC VIEW AIR VENTS WARNING LABEL V E N T H O L E F I L L P O R T (4)-{''~ x 1\'' LONG SS LAG BOLT NO SCALE BALL TYPE PVC CHECK VALVE TO SUCTION SIDE OF PUMP CONTROLLER SAMPLE RETURN PVC BALL VALVE UNIT PER SPEC'S WIRING TO WALL UNIT PVC BALL VALVE & BEFORE HEATER MAIN WALL CONTROLLER SAMPLE TAKEN AFTER FILTER CONTROL \" CONTROLLER LINE UNION HOSE BIBB POOL WATER CHEMISTRY CONTROLLER ELECTRODE PER SPEC'S REMOTE HOUSING UNION \''C 2-#12, MOUNTED AT FEED PUMP +60'' A.F.F. NO SCALE TUBE ADAPTER TYP. \'' SCH. 80 \'' SCH. 80 PVC PIPE PVC FIP FEMALE ADAPTER LMI PRESSURE TUBING TYP. LMI PIPE TO TO FEED PUMP BV LMI PRESSURE TUBING TYP. CHEMICAL LOOP RETURN LINE TYP. \'' SCH. 80 PVC PIPE TUBE ADAPTER \'' SCH. 80 PVC FIP FEMALE ADAPTER LMI PIPE TO MOUNTED TO WALL WITH 8'' LONG AT 24'' O.C. MOUNTED \'' UNISTRUT P1426 PIPE CLIP P1000 UNISTRUT AND (2)-|''~ HILTI KB TZ 2 MASONRY ANCHORS WITH 1['' EMBED PER (ESR-4561) MR-5 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 NO SCALE CHEMICAL CONTROLLER BALL CHECK VALVE RATE OF FLOW IN CAUTION DO NOT EXCEED100 P.S.I. DIFFUSER INJECTION RETURN PIPING AFTER HEATER 3/8'' O.D. TUBING CO FEED SYSTEM 2 PRESSURE REGULATOR NO SCALE ETS EZ UV STRAINER SIZED PER BYPASS LOOP DIAMETER UV DISINFECTION UNIT W/ FLANGED CONNECTIONS UV BYPASS LOOP RETURN LINEPER PLAN BFV ISOLATION PIPINGPER PLAN BFV ISOLATION UV CONTROL PANEL 30FT MAX CORD LENGTH. MUST BEWITHIN LINE OF SITE OF UV UNIT INTERCONNECT WITH CHEMICAL CONTROLLER PER INTERCONNECTIONDIGRAM (2) 'UNISTRUT' P1026 BRACKETS PER SUPPORT W/ {''~ STAINLESS STEEL HILTI KB-TZ WITH 2\'' MIN. EMBED (CC ESR-1917) THROUGH ANGLE WITH TWO HIGH STRENGTH WASHERS FOUR (4) TOTAL. (92lbs). INTO 4'' CONCRETE PAD 'UNISTRUT' P-1000 PIPE SUPPORTS W/ PIPE CLAMP -20-3060 -100 2010 50 3040Hgpsi PRESSURE GAUGE WITH PIPE SADDLE, TYP. -20-3060 -100 2010 50 3040Hgpsi PG ISOLATION BALL VALVE ISOLATION BALL VALVE SURGE CHAMBER DOMESTIC WATER SUPPLY COPPER PIPE TYPE 'L' WITH 'ZURN' Z-1700 SIZE 200 WATER HAMMER ARRESTOR SIZE PER PLAN ISOLATION BALL VALVE 3'' INDUSTRIAL COLD WATER SOURCE MANUAL FILL BYPASS 2x2x[ TEE WITH F.I.P. ADAPTER 'NIBCO' #C56-VB HOSE BIBB WITH ['' M.I.P. ADAPTER OPERATIONAL BECSYS BECSYS SS AUTO-FILL SENSOR #2100348-8E BALL VALVE WATER LEVEL 'CLA-VAL' #136-01BY-2'' SOLENOID CONTROL VALVE 8'' STILLING PIPE WITHIN MECHANICAL ROOM 1\'' CONDUIT FROM CONTROLLER TO SENSOR WITHIN SURGE TANK. 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203192 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE PI P EC PI P E O . D . CA S T O R D R I L L E D H O L E PIPE AS SHOWN ON PLAN AND ELSEWHERE AS DETAILED REQUIREMENTS SIZE SHOWN ON TABLE - INSTALL PER MANUFTURER'S "LINK-SEAL" TO PIPE SEAL PER OTHERWISE WALL UNLESS NOTED CENTER SEAL IN ACTUAL PIPE NOTE: VERIFY DIMENSION PRIOR TO ORDERING SEAL OUTSIDE DIA.MASONRY WALL AS DETAILED ELSEWHERE CONCRETE OR CAST-IN-PLACE (N O M I N A L ) PI P E S I Z E \'' SI Z E N O . LI N K S E A L CA S T O R D R I L L E D CO N C R E T E H O L E IN S I D E D I A . ( I . D . ) OU T S I D E DI A M E T E R (P I P E O . D . ) 2.00.840 LS-200 PE R S E A L NO . O F L I N K S 4 [''2.51.050 LS-275 5 1''3.01.315 LS-300 4 1|''3.01.660 LS-275 7 1\''3.51.900 LS-300 5 2''4.02.375 LS-300 6 2\''4.02.875 LS-200 9 3''5.03.50 LS-300 8 3\''6.04.00 LS-325 5 4''6.04.50 LS-300 10 5''8.05.563 LS-425 6 6''10.06.625 LS-475 10 8''12.08.625 LS-475 12 10''14.010.75 LS-400 10 12''16.012.75 LS-400 12 14''16.014.00 LS-325 15 16''18.016.00 LS-325 17 18''23.018.00 LS-500 16 20''25.020.00 18 22''27.022.00 19 24''29.024.00 21 26''31.026.00 23 28''33.028.00 24 30''35.030.00 26 32''37.032.00 28 34''39.034.00 29 36''41.036.00 30 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 LS-500 16\'' 18'' 6{ ' ' 4} ' ' 23 [ ' ' 17 } ' ' 4| ' ' 16 ] ' ' 3] ' ' 4] ' ' 17 ] ' ' 11'' 17'' 5'' SIDE VIEWFRONT VIEW BACK VIEW PLAN VIEW 1[ ' ' SCREW TO STUDS SCREWS. W/ 4-#16 S/S (17 lbs.) 1\''=1'-0'' 13]'' 9| ' ' 16 { ' ' 27 ' ' 20 [ ' ' SIDE VIEWFRONT VIEW 16116'' 141516'' 59 16'' (16 lbs.) SCREW TO STUDS SCREWS. W/ 4-#16 S/S LINE NEUTRAL EARTH N.O.C N.C. DIFFERENTIAL PRESSURE SWITCHGAGE SH I E L D A B RS485 SH I E L D A B SH I E L D A B RS485 +- V1 vDIFF CO M N. O . N RELAY 1 CO M N. O . N RELAY 3 NE U T R A L LI N E LI N E C5 N. O . C8 RELAY 5 C7C6 N. O . N. C . RELAY 6 N N. O . N. C . RELAY 7 N N. O . N. C . RELAY 8 N N. O . N. C . RELAY 9 N C9N 1211 1211 1211 1211 CO M N. O . N RELAY 2 CO M N. O . N RELAY 4 CR-1 CR-3 CR-2 CR-4 CR-6 CR-8 CR-5 CR-7 CR-9 INTERLOCKED RELAY POWER RECIRCULATION PUMP AUXILLIARY CONTACTS LINE NEUTRAL DEDICATED RELAY POWER LI N E EA R T H NE U T R A L DEDICATED MICROPROCESSOR POWER FILTER INTERFACE PANEL BECSYS 7 CONTROLLER RELAY LEGEND RELAY 1 = pH FEED RELAY 2 = CHLORINE FEED RELAY 3 = ALARM OUTPUT RELAY 4 = HEATER RELAY 5 = SENSOR WASH RELAY 6 = FILTER BACKWASH OUTPUT RELAY 7 = RECIRC PUMP NO SCALE NO SCALE CH 1 CH 2 CH 3 CH 4 CH 1 CH 2 CH 3 CH 4 +-+-+-+-+-+-+-+- 1 2 3 4 5 6 7 8 1 8 A B A B +-+-+-+-+- GN D IN +1 2 +-+-+-+-+- GN D IN +1 2 pH INV TURB BW PIT 1 BW PIT 2 STRAINER SH I E L D A B RS485 CR-7 RECIRCULATION PUMP 7 6 AUTO START CONTACT TERMINALS S2+S3 CONTROL TERMINALS SMART PUMP CONTROL SYSTEM (SPCS-EF) ON N.O.C N.C. DIFFERENTIAL PRESSURE SWITCHGAGE SH I E L D A B RS485 SH I E L D A B TEMPERATURE SENSOR C12 INVENTORY LEVEL SENSOR SURGE PIT LEVEL SENSOR VACUUM TRANSDUCER FLOW SWITCH BACKWASH PIT LEVEL SWITCH pH INVENTORY LEVEL SENSOR COND TEMP C1 INV SURGE FILTER 2FILTER 1 V1 vDIFF FLOW METER FILTER INTERFACE PANEL BECSYS 7 CONTROLLER MR-6 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203193 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE 28 [ ' ' 62 ' ' 6[ ' ' 18'' MIN. TO WALL 36'' MIN. TO WALL31'' 18}'' 12-7/8'' 82 [ ' ' 46 \ ' ' 36 ' ' M A X . 1| ' ' 27 ' ' M I N . SHOWER HEAD ROD 44'' LONG SS EYE/FACE WASH ASSY. 1|'' ALTERNATE SUPPLY PLUGGED HAND CONTROL EYE/ 1|'' WASTE STRAINER FLOOR LINE 1|'' 'HAWS' MODEL #8300-8309CRP SHOWER OR EQUAL PLAN VIEW SS PULL PULL ROD PROVIDE 3-{''~ HILTI KB TZ 2 ANCHORS TO FLOOR WITH 2'' EMBED (ICC ESR-4266) FRONT 1|'' IPS SUPPLY FACE WASHASSY. WASTE 44'' LONG 'TOLCO' 1|'' OFFSET PIPE CLAMP TO CMU WALL WITH {"~x3" EMBED. TWO (2) TOTAL. SS 'HILTI' KB TZ 2 SPECIAL INSPECTION REQUIRED (ICC ESR-4561) ELEVATION SIDE ELEVATION [''=1'-0'' 1'-6'' 6'' C \'' ~ STAINLESS STEEL HILTI KB TZ 2 W/ 3|'' MIN. EMBED TYP. (ESR-4266) 5' - 6 ' ' 8'' 3/4''~ STAINLESS STEEL RUNGS TYP. 6' ' 5' - 6 ' ' B \'' ~ SS HILTI KB TZ 2 W/ 3|'' MIN. EMBED TYP. (ESR-4266)6' - 0 ' ' A (V E R I F Y ) TOP RUNG STEP-OFF MUST BE EVEN WITH TOP OF CONC. CURB A B LADDER WIDTH OVERALL LADDER HEIGHT CONTRACTOR TO VERIFY: C F.F. TO TOP OF PUMP PIT GUARDRAIL2'-6'' CLR. B 16 ' ' 2' - 1 0 ' ' 16 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 6' ' TOP OF FINISHED FLOOR BEYOND 'KARNEL' CUSTOM STAINLESS STEEL ACCESS LADDER WITH GRAY EPOXY PAINT 3"x8''x{'' STAINLESS STEEL ANGLE STANDARD WALL BRACKET TYP. 8''x{''x6'' LONG STAINLESS STEEL ANGLE STANDARD WALL BRACKET TYP. (WELDED INTEGRAL TO LADDER) 4''x4''x{''x2['' LONG STAINLESS STEEL ANGLE STANDARD FLOOR BRACKET TYP. (WELDED INTEGRAL TO LADDER) UNDERWATER APPROVED '3M' POTTING COMPOUND COVERING CONDUCTOR AND BONDING LUG W/ #8 SOLID INSULATED COPPER WIRE TO POOL REINFORCING 0'-0'' @ MECH. RM. FIN. FLOOR PIT CURB 8' ' M I N . 2' ' [' ' +48'' 2' ' 8'' 10 \ ' ' 2' ' 41 ' ' T O 4 3 ' ' 10 \ ' ' ['' 10 \ ' ' 2' ' STRUCTURAL PLANS CAP BOTTOM OF SLEEVE FOR REINF. SEE 2-#3 x 1'-0'' 1'-0'' CONC. CURB/PIT MAX 4'-0'' O.C. 2'' STANDARD STEEL PIPE, GALVANIZED PER PLANS. +4'' @ BACKWASH PIT CURB +6'' @ PUMP 1\ ' ' T O 3 \ ' ' 2'' STANDARD STEEL PIPE, GALVANIZED RAILS @12'' O.C. MAX HORIZ. PROVIDE 2\'' STANDARD STEEL PIPE x 8'' DEEP SLEEVE PRESET IN CONCRETE SIDE WALL AROUND SLEEVE 6' ' 4' ' - A _''TYP. 3''=1'-0'' CHEMICAL METERING PUMP (UNDER 30lbs)|''-20 UNC. x 1\''STAINLESS STEEL BOLT, NUT AND WASHER, TYP. AT FOUR (4) LOCATIONS. FOUR (4)-{''~ x 2\'' MIN. EMBED. STAINLESS STEEL HILTI KB TZ 2 EXPANSION ANCHOR (INSTALL PER ICC ER-4561) AT 8'' MIN. O.C. EA. WAY. 12\''x7''x\'' LAMINATED FRP 'L' CHANNEL WALL FACE 6' ' A B O V E T O P O F 8' ' M I N . \'' CHEMICAL TANK CH E M I C A L T A N K 2' ' 2' ' NO SCALE VA R I E S 1|'' NPSM THREADED CAP SENSOR BALE 1.05'' SE E T A B L E ' A ' -45^+45^ 0^ DRILL HOLE PER TABLE 'A' SENSOR CAP BLACK CONDUIT CAP SENSOR BALE TAB NOTCH 10x PIPE DIA. OUTLETINLETFLOW MANUAL FILTER = 'SIGNET' 3-5090 AUTOMATIC FILTER = FILTER CONTROLLER FLOW DISPLAY NOTES: HORIZONTAL PIPE RUNS: MOUNT SENSOR IN -45^, 0^, OR +45^ POSITION PER MANUFACTURER'S RECOMMENDATIONS. 1. VERTICAL PIPE RUNS: MOUNT SENSOR IN ANY ORIENTATION PER MANUFACTURER'S RECOMMENDATIONS. 2. SECTION 'A' FLOW SENSOR LOCATION PER PLAN3. A A SIGNET 515 STANDARD PIPE DIA. \'' THRU 4'' 5'' THRU 8'' FLOWSENSOR LENGTH 4.1'' 10'' AND UP 5.4'' 8.4'' SIGNET 515 - TABLE 'A' DRILL HOLE 2|'' 2|'' 1716'' PIPE DIA. PER TABLE 'A' IRON STRAP-ON SADDLE FLOW SENSOR5x PIPE DIA. 6''=1'-0'' MR-7 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 'SP' 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203194 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 WATERCHEMISTRYCONTROLLER NOTES: VARIABLE SPEED DRIVE MOTOR CONTROL CABINET, SEE PLANS AND SPECIFICATIONS. VARIABLESPEED MD 1 N/A2 WATER CHEMISTRY/FILTER CONTROL UNIT, SEE PLANS.3 CONNECT TO CIRCULATION PUMP MOTOR, SEE PLANS.4 MOTOR FEEDERS, SEESINGLE LINE DIAGRAM.5 120 VOLT BRANCH CIRCUITS, SEE PLANS.6 [''C, (4) #12, (1) #12 GND. (120 VOLT CONTROL WIRING)7 24 VOLT SIGNAL AND SENSOR CABLING, SEE SPECIFICATIONS AND8 INSTALLATION INSTRUCTIONS FOR ADDITIONAL REQUIREMENTS. ELEC. PANEL 6 3 1 7 8 5 5 4 DRIVE FROM 120/208V ELEC. PANEL FROM 480V MOTOR DISCONNECT, SEE PLANS.9 9 6 NO SCALE NO SCALE A CONDUIT ENTRY - TOP VIEW 1'' DIA CONDUIT ENTRY - BOTTOM VIEW FOR 1\'', 2'', AND 2\'' CONDUIT FRONT VIEW SIDE VIEW VENTS IN TYPE 1 ONLY B C D E J ANCHORS WITH 2\'' EMBED TO K I H G F AUTO AFC RUN FAULT POWER ON NOTE: PROVIDE AT LEAST 3'' OF MOUNTING CLEARANCE ON EACH SIDE OF THE DRIVE CONTROLLER. PROVIDE AT LEAST 6'' OF MOUNTING CLEARANCE ON EACH TOP AND BOTTOM OF THE DRIVE CONTROLLER FOR \'', ['', AND 1'' CONDUIT FOR 1\'', 2'', AND 2\'' CONDUIT FOR \'', ['', AND 1'' CONDUIT 4-{'' SS HILTI KB TZ 2 CMU WALL (ESR-4561) 126 lbs. 'SPCS' EKO-FLEX SIZING TABLE 460V HP LBS WEIGHT A DIMENSIONS B C D E F G H I J K MAIN CIRCUIT BREAKER P1 460 VAC, 3 PHASE, 60 Hz OVERLOAD LINE REACTOR LINE CONTACTORBYPASS CONTACTOR 4-20mA Signal BYPASS OFF BECSys 120V Pump Run VFDLOGICINPUTS VFD ANALOGINPUTS BECSys Control VFD OUTPUTS AUTO A G ADJUSTABLE FREQUENCY DRIVE AFD 1 AFC RUN FAULT A R POWERON LC SWIMMING POOL CIRC. PUMP - SEE PLAN \'' DIA HOLES TOP & BOTTOM NO SCALE MR-8 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 30 TO 50 20.65''16.83''14.83''46.64''20.00''18.04''177 6.00''7.75''49.02''47.83''1.86'' S3 BECs 4-20mA Output Signal - + (L)(N)BECs RUN COMMAND 120V DIRECT CONNECTION TO OVERLOAD RELAY (OL1) T3T2T1 CP GND 30 FUSED INTERLOCKED CONTACT N L3L1L2 A B C 3 PHASE, 60 Hz CIRCULATION PUMP - SEE PLAN 25 26 S2+ NO SCALE 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203195 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE LC1314 13 14 13 14 8AUTO START 7 9 6A 6 N DEVICE TERMINAL TERMINL BLOCK (TB) NUMBER - 115 VAC LETTER = 10/24 VDC RUN COMMAND RELAY AUTOMODE POWERON LINE CONTACTOR BYPASS CONTACTOR BYPASSRUN AUX DRIVEFAULT RELAY AFCFAULT AUX DRIVERUN RELAY TO MOTOR OL OL OL L1 L2 L3 R1A R1C R1B SIGNALFAULT AFC 6 AFCRUN AUTO/ MAN R2A R2C 6 6 6 AO1 AO1 COM COM 10V AI1+ AI1- RUNFWDLI1 FREEWHEELSTOPLI2 PWR +24 COM AI2 SPEEDPOT 12 S3 S2+ S S FAULT RESETLI4 LI3 MODBUS INTEGRATEDRJ45 LI5 LI6 DC SUPPLY U V W BC BC BC LC LC LC CB FROM POWER SUPPLY BC LC 120V INTERLOCKED CONTACT AFCRUN 30 10 (H1) (H3)(H2)(H4)(H1) (H2) (X1)(X2)GND DETAIL A 115V 1T 208V 208V TRANSFORMER CONNECTION LEGEND 115VX1 X2 XF FU1 460V 2 6 1 FU3 FU2 31 32 32 31 22 21 21 22 83 84 1 2 6 10 E FRPRRCR D C C B A A1 LC TEST-NORMAL HAND-OFF-AUTO TEST-NORMAL HAND-OFF-AUTO L2 L3 L1 T2 T3 T1 OLR A1 A2 X1 X2 X1 X2 X1 X2 X1 X2 X1 X2 A1 A2 A1 A2 13 14 13 14 23 24 13 13 14 13 14 2 1 3 4 5 13 12 21 22BC RCR RCR ADFR 11 12 11 10A 24RCR ADFR ADRR 15 16 5-8 SEC 991 R2C R2A R1C R1A 14 15 95 96 AFCDRIVE RUN AFCDRIVE FAULT BC LC TS TS Y R Y G TS Y GNDLINE REACTOR STIRRING FAN PUMPS FANS 2/3 WIRE CONTROL STANDARD MOT. FREQ (HZ) ACCELERATION (SEC) DECELERATION (SEC) LOW SPEED (HZ) SWITCHING FREQ. (HZ) 2 WIRE TYPE AI2 MIN. VALUE (mA) R2 ASSIGN - DRIVE RUNNING REF. 1 CHAN PROFILE FREEWHEEL STOP ASSIGN REF. 1B SWITCHING REF. 1B CHAN FAULT RESET CATCH ON THE FLY OUTPHASE LOSS FORCED LOCAL ASSIGN. SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.1 SIM 1.3 I - O 1.5 I - O 1.5 I - O 1.5 CtL 1.6 CtL 1.6 CtL 1.6 FUn 1.7 FUn 1.7 FUn 1.7 FLt 1.8 FLt 1.8 FLt 1.8 COM 1.9 AI2 CONFIG. R2 CONFIG. STOP CONFIG. REFERENCE SWITCH REFERENCE SWITCH FAULT RESET CATCH ON THE FLY OUTPUT PHASE LOSS FORCED LOCAL ADJ.MENU No SUB-MENU DESCRIPTION EKO-FLEX ATV61 FACTORY CONFIGURATION CODE tCC 2C CFG bFr ACC dEC LSP SCr tCt Crl2 r2C FR1 FR1 CHCF nST rCb Fr1b rSF FLR PDL FLt PnF 60 10 10 3 8 LEL 4 rUn HMI AI1 SEP LI2 LI3 AI2 LI4 YES NO LI4 DESCRIPTION STIRRING FANS VENTILIATION FAN SPACE HEATER NA NA 7.5-50HP 208/230V 10-100 HP 460V, ALL HP ALL HP NA TYPE 3RTYPE 12KTYPE 1 NA NA 7.5-50HP 208/230V 10-100 HP 460V, BECs RUN COMMAND RELAY (BRCR)8 9 JUMPER USED WHEN START-STOP PUSH BUTTONS NOT USED. RCR TIMED CONTACT USED ONLY IF LINE CONTACTOR IS SUPPLIED CONTROL TRANSFORMER SHOWN FOR 460V PRIMARY. FOR 230V PRIMARY, JUMPER H2-H3 IS PROGRAMMED I/O SEE CONTROLLER FUNCTION CONFIGURATION TABLE. 2 1 6 NOTES: 6 7 S S2+ S3 1 2 3 22 23 16 17 18 19 20 21 24 25 26 11 14 L N ADFR ADFR ADRR ADRR 30 N AFC AUXILIARY RUN CONTACT (SHOWN NOT RUNNING) AFC AUXILIARY RUN CONTACT (SHOWN IN FAULT MODE) ;4 - 20mA Signal from BCESys 120V RUN COMMAND FROM BCESys 120V INTERLOCKED CONTACT USER CONNECTIONS MR-9 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203196 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 -20 -30 60 -10 0 2010 50 30 40 Hg psi SNUBBER 'PETCOCK' MODEL #A10, BRASS 4\'' S/S CASED LIQUID FILLED PRESSURE GAUGES SHALL HAVE A DIAL RANGE PRESSURE OF 60psi AND VACUUM RANGE OF 30'' Hg THE MINOR GRADUATIONS SHALL HAVE A PRESSURE OF 2psi AND VACUUM OF 2'' Hg, |'' NPT PER SPECIFICATIONS. 1. 2. NOTES: PRESSURE GAUGES SHALL BE INSTALLED BY MEANS OF DRILLING AND TAPPING PIPE TO BE MONITORED. THE GAUGE SHALL THEN BE THREADED INTO THE PIPE. PROVIDE WITH SNUBBER AND PET COCK. GAUGE MAY BE USED WHEREVER CRUCIAL VACUUM OR PRESSURE READINGS ARE ESSENTIAL. 6''=1'-0'' 100 lb. MAXIMUM PANELBOARD CMU WALL ELEVATIONSECTION 24'' 30 ' ' 8'' 5'' TOP OF FINISHED FLOOR +0'' +5'-6'' NO SCALE ANCHOR TO CMU WALL W/ 2-{'' HILTI KB TZ 2 MASONRY ANCHORS W/ 2\'' EMBED (ESR-4561) FOUR (4) TOTAL NO SCALE CONDUIT TO SWIMMING POOL JUNCTION BOX SEE SHEET 3/SP-14 FOR MORE INFORMATION SEE DETAILS FOR BONDING REQUIRMENTS PROVIDE HINGED LOCKING COVER TERMINAL BLOCKS, 1 EACH FOR HOT, NEUTRAL, AND GROUND. SIZED TO ACCOMMODATE CONDUCTORS PER PLAN. CONDUITS 1 AND 3 VIA ELECTRICAL PANEL 'SP' UN D E R W A T E R L I G H T G R O U N D UND E R W A T E R L I G H T N E U T R A L UN D E R W A T E R L I G H T H O T UNDERWATER LIGHT GROUND U N D E R W A T E R L I G H T N E U T R A L U N D E R W A T E R L I G H T H O T 1, 2 SP-14 MR-10 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 RETURN LINE AFTER HEATERS TEES OR SADDLE TEES FLOW METER ISOLATION BALL VALVE TYP. 1|'' SUCTION DISCHARGE BOOSTER PUMP \HP, 115V EFFLUENT RETURN TO POOL1|'' 1|'' BOOSTER PUMP LOOP \'' CHLORINE FEED LINE TO BE ELECTRICALLY CONNECTED TO AUTOMATIC CONTROLLER SOLENOID VALVE METERING FLOW METER CHLORINE MANUAL SHUT OFF VALVE LABCOCK VALVE WYE WALL MOUNTING BRACKET 1|'' WATER INLET 12'' 24 ' ' STRAINER VALVE TO CO2 SYSTEM PER PLAN ISOLATION BALL VALVE TYP. NO SCALE {''~ STAINLESS STEEL HILTI KBTZ 2 WITH 2'' MIN. EMBED (CC ESR-4266) TWO (2) TOTAL ON 4'' CONCRETE EQ. PAD 27 lbs. FOUR (4)-{''~ x 2\'' MIN. EMBED. STAINLESS STEEL HILTI KB 3 EXPANSION ANCHOR (INSTALL PER ICC ER-1385) PIPING AND TUBING SHALL BE IDENTIFIED IN ACCORDANCEWITH ASME A13.1 TO INDICATE MATERIAL CONVEYED.1. PROVIDE MANUAL CHLORINE SHUT-OFF VALVE AND BE IDENTIFIED IN ROOM AT POINT OF USE AND AT TANK, WITH ACCESS CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN. 2. NOTES: 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203197 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 NO SCALE NO SCALE P1124 P1126 SIZE PIPE MAX. SPAC'G P1121 P1119 P1118 P1117 P1115 CLAMP MODEL 6'-0''6'' 6'-0''8'' 4'-0'' 6'-0'' 4'-0'' 4'-0'' 4'-0'' CLAMP SIZES 4'' 3'' 2\'' 2'' 1\'' WALL CLAMP SPACING PER TABLE BELOW 1\ ' ' 3' ' M I N . TY P . < PIPING PLAN PIPELINE PER UNISTRUT P1000 CHANNEL - MOUNT TO WALL WITH (2)-\''~ 'HILTI' KB-TZ 2 (ESR 4561) WITH 3['' MIN. EMBED. PIPE CLAMP W/ BOLTS PER CLAMP TABLE WALL MOUNTED PIPE SUPPORT UNISTRUT STRUT PIPE CLAMP TYP. SIZE PER PIPE P2101 CONNECTOR (TYP. 2x) UNISTRUT P1000 P1026 CONNECTOR \''~ BOLTS W/ CHANNEL NUTS 8" CMU WALL GROUTED SOLID 24 ' ' M A X . 24'' MAX. EXTENDED WALL MOUNTED PIPE SUPPORT (3) \''~ X 3[ MIN. EMB. HILTI KBTZ2 (ESR 4561) TIGHT TO CHANNEL OF UNISTRUT P1546 CONNECTOR \''~ BOLTS W/ CHANNEL NUTS PIPE SUPPORT MAX. PIPE HANGER SPACING 4'' PIPING OR SMALLER = 6'-0'' O.C. 6'' PIPING = 6'-0'' O.C. 10'' PIPING = 6'-0'' O.C. 8'' PIPING = 6'-0'' O.C. NO SCALE 3A1 3C A A FLOOR OR WALL ASSEMBLY - MIN. 2\'' THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 pcf) CONCRETE. WALL MAYALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. FLOOR MAY ALSO BE CONSTRUCTED OF ANY MIN. 6'' THICK ULCLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS. MAX. DIA. OF OPENING IS 5''. THROUGH PENETRANTS-ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN OPENING WITH A NOM |'' ANNULAR SPACEBETWEEN PIPE OR CONDUIT AND PERIPHERY OF OPENING. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THEFLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: POLYVINYL CHLORIDE PIPE (PVC) - NOM. 4'' DIAM. (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM. 4'' DIAM. (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPE - NOM. 4'' DIAM. (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. FIRE RETARDANT POLYPROPYLENE (FRPP) PIPE - NOM 4'' DIAM. (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 1 2 A. C. D. E. 3B 2 1 RIDID NONMETALLIC CONDUIT++- NOM 4'' DIAM. (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). B. POLYVINYLIDENE FLUORIDE (PVDF) PIPE - NOM 2'' DIAM. (OR SMALLER) SDR 11, OR NOM 4'' (OR SMALLER) SDR 32.5 PVDF PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. F. FIRESTOP SYSTEM - THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:3 FILL, VOID OR CAVITY MATERIALS - CAULK, SEALANT OR PUTTY - MIN \'' THICKNESS OF CAULK OR PUTTY APPLIED WITHIN ANNULARSPACE, FLUSH WITH BOTTOM OF FLOOR OR BOTH SIDES OF WALL.A. 3M COMPANY - CP 25WB + CAULK, FB-3000 WT SEALANT, MP + STIX PUTTY, IC 15WB + CAULK OR FIREDAM 150 + CAULK (NOTE: WRATING APPLIES ONLY WHEN FB-3000 WT IS USED. CP 25WB + AND FIREDAM 150+ NOT SUITABLE FOR USE WITH CPVC PIPES.) FILL, VOID OR CAVITY MATERIALS - SEALANT (OPTIONAL, NOT SHOWN) - FOR FLOOR ASSEMBLIES, AN ADDITIONAL MIN \'' THICKNESSOF SEALANT MAY BE APPLIED WITHIN THE ANNULAR SPACE FLUSH WITH TOP SURFACE OF FLOOR.A1. 3M COMPANY - FB-1000 NS OR FB-3000 WT SEALANT (NOTE: W RATING APPLIES WHEN FB-3000 WT OR FB-1000 NS IS USED.) FILL, VOID OR CAVITY MATERIALS - WRAP STRIP - NOM _'' THICK INTUMESCENT MATERAIL SUPPLIED IN 2'' WIDE STRIPS. WRAP STRIPTIGHTLY WRAPPED AROUND NONMETALLIC PIPE WITH CONTINUOUS LAYERS AND BUTTED TIGHTLY AGAINST THE BOTTOM SURFACE OFTHE FLOOR OR BOTH SURFACES OF THE WALL. THE MIN. NUMBER OF LAYERS REQUIRED IS DEPENDENT UPON THE NOM. DIAM. OF THEPIPE. FOR NOM 2'' DIAM. (AND SMALLER) PIPES, TWO LAYERS ARE REQUIRED. FOR NOM 2\'' AND 3'' DIAM. PIPES, THREE LAYERS ARE REQUIRED. FOR NOM 3\'' AND 4'' DIAM. PIPES, FOUR LAYERS ARE REQUIRED. WRAP STRIP LAYERS TEMPORARILY HELD IN POSITIONUSING ALUMINUM FOIL TAPE, STEEL WIRE TIE, OR EQUIVALENT. B. STEEL COLLAR - NOM 2'' DEEP COLLARS WITH 1|'' WIDE BY 2'' LONG ANCHOR TABS AND MIN. \'' LONG TABS TO RETAIN WRAP STRIP LAYERS. COILS OF PRECUT 0.016'' THICK (28 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE, COLLAR MAY BE FIELD-FABRICATED FROM MIN. 0.016'' THICK (28 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITHINSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT 90 DEG, WRAPPEDTIGHTLY AROUND WRAP STRIP LAYERS WITH MIN. 1'' OVERLAP AT SEAM. ANCHOR TABS TO BE PRESSED TIGHTLY AGAINST FLOOR OR WALL SURFACE(S), AND COLLAR TO BE COMPRESSED AROUND WRAP STRIP LAYERS USING A MIN. \'' WIDE BY 0.028'' THICK STAINLESS STEEL BAND CLAMP AT THE COLLAR MIDHEIGHT. COLLAR TO BE SECURED TO FLOOR OR WALL SURFACE(S) WITH |'' DIAM. BY MIN. 1\'' LONG STEEL EXPANSION BOLTS, OR EQUIVALENT, IN CONJUNCTION WITH STEEL NUTS AND MIN. 1|'' DIAM. STEEL FENDER WASHERS. MIN. OF TWO, THREE OR FOUR ANCHOR BOLTS. SYMMETRICALLY LOCATED, FOR NOM 2'' DIAM. (AND SMALLER), NOM 3'' DIAM. (AND SMALLER) AND NOM 4'' DIAM. (AND SMALLER), PIPES, RESPECTIVELY. C. 3A 3C SECTION A SYSTEM NO. C-AJ-2216 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 MR-11 (CONN. ELECTRICAL SUMP PUMP PER "HYDROMATIC"- MODEL W25, |HP 115V SINGLE PHASE CORD TO OUTLET IN MECH. RM. 1\'' DIA PVC COMP. COUPLING SCH 80 PVC THREADED NIPPLES 1\'' DIA PVC DISCHARGE PIPE 1\'' DIA BRONZE SWING CHECK VALVE 1\'' DIA SCH 80 PVC ELBOW FLOOR OF PUMP PIT 1|'' DIAx12'' LONG SCH 80 PVC THREADED NIPPLE REFER TO MR-1 FOR SUMP SIZE. 1' - 0 ' ' 6' ' M I N . TO BACKWASH RECEPTOR REFER TO STRUCTURAL PLANS FOR SUMP REINFORCING. NO SCALE 1'-6'' 6'' C \'' ~ STAINLESS STEEL HILTI KB TZ 2 W/ 2'' MIN. EMBED TYP. (ESR-4266) 8' - 0 ' ' 8'' 6' ' 8' - 0 ' ' B \'' ~ SS HILTI KB TZ 2 W/ 3|'' MIN. EMBED TYP. (ESR-4561) 8' - 6 ' ' A (V E R I F Y ) TOP RUNG STEP-OFF MUST BE EVEN WITH TOP OF CONC. CURB A B LADDER WIDTH OVERALL LADDER HEIGHT CONTRACTOR TO VERIFY: C F.F. TO TOP OF BACKWASH TANK B 18 ' ' 5' - 0 ' ' 18 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 12 " 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER WITH 'BILCO' LU-3 STAINLESS STEEL LADDER SAFETY POST. COLOR TO BE YELLOW. 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. 23 16''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. 4''x4''x{''x2['' LONG FRP ANGLE STANDARD FLOOR BRACKET TYP. 1|'' SERRATED FRP RUNGS TYP. TOW 8'-0" 4" [''=1'-0'' SPACER SLEEVE REQUIRED AROUND BOLTBRACE TO 4''MAX.PIPE HANGER TYP. HANGER/BRACE PERPENDICULAR HANGER/BRACE LONGITUDINAL NOTES: 2. MAX. SLOPE (MAY VARY 30^ TO 60^) ROD STIFFENER LATERAL BRACING CLAMP BRACE TO CLAMP HANGER ROD SIZES/TABLE }''~ AT 4'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.34 [''~ AT 6'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.44 (2) }"~ AT TRAPEZE, MAX. ROD LENGTH = 158" MAX PER OPM PG. F1.30 [''~ AT 8'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.44 MAX. PIPE HANGER SPACING FOR A SINGLE CLEVIS HANGER ONLY 4'' PIPING OR SMALLER = 6'-0'' O.C. @ 44.46lbs 6'' PIPING = 6'-0'' O.C. @ 97.92lbs 8'' PIPING = 6'-0'' O.C. @ 166lbs 5. REFER TO MR.1 FOR PIPE HANGER LOCATIONS. TRANSVERSE BRACING BRACING +45^ 15 8 " M A X PE R O P M SEE NOTE #2 3. ALL HARDWARE SHALL BE STAINLESS STEEL OR GALVANIZED SEE SPECIFICATION FOR ADDITIONAL INFORMATION. MAX. SLOPE (MAY VARY 30^ TO 60^) BRACING +45^ \''~ AT 3'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.22 SEE NOTE #6 SEE OPM DESIGN FOR ROOF ATTACHMENT OF RODS AND BRACING TO I-JOISTS SEE MR.10, MR.11, MR.12 FOR DETAILS SEE NOTE #2 REFER TO HCAI (OPM #0043-13) FOR PIPE HANGER HARDWARE & INSTALLATION. INSTALLATION SHALL SATISFY ANCHORAGE REQUIREMENTS OF ACI 318 CHAPTER 17. 1. FOR COPPER TUBING USE COPPER PLATED OR PAINTED B3104CT, FELT LINED B3100F, OR PLASTIC COATED B3100C. 4. 6. PROVIDE BRACING FOR EACH PIPE HANGER IN TWO DIRECTIONS AT THE FOLLOWING CONDITIONS. ·AT EACH CHANGE IN PIPE RUN DIRECTION ·MID LENGTH OF PIPE RUN ·SPACING NOT TO EXCEED 12'-0" O.C. 1}x1}x12GA SINGLE STRUT (5'-0" LENGTH MAX) 1}x1}X12GA DOUBLE STRUT (14'-6" LENGTH MAX) MAX. TRAPEZE SPACING FOR MULTI-PIPE SUPPORT PROVIDE ROD STIFFENER WHEN TRANSVERSE OR LONGITUDINAL BRACING IS USED AND ROD LENGTHS EXCEED THE FOLLOWING: 2" PIPE AND SMALLER = 18" MAX. PER C1.22 2\" - 4" PIPE = 31" MAX. PER C1.346" - 8" PIPE = 37" MAX PER C1.44 8" AND/OR MULTIPLE PIPES = 1}x1}X12GA DOUBLE CHANNEL, AT 4'-0" OC. SEE OPM PG. P1.12 10'' PIPING = 6'-0'' O.C. @ 259.86lbs P11286'-0''10'' 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203198 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 01/26/202490% CONSTRUCTION DOCS 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO.MT1 NOTES, FOUNDATION DETAIL - Mo n r o e P o o l R e p l a c e m e n t Ca r l s b a d , C A en t Pool 75' x 115' P4P1 P3P2 Egress 0' x 0' 2nd PLANCHECK SUBMITTAL 05/01/2024 1st PLANCHECK SUBMITTAL 05/01/2024 256203199 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 01/26/202490% CONSTRUCTION DOCS 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO.MS1 50A POLE DETAILS - Mo n r o e P o o l R e p l a c e m e n t Ca r l s b a d , C A en t 2nd PLANCHECK SUBMITTAL 05/01/2024 1st PLANCHECK SUBMITTAL 05/01/2024 256203200 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 01/26/202490% CONSTRUCTION DOCS 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO.MD1 ATTACHMENT DETAILS - Mo n r o e P o o l R e p l a c e m e n t Ca r l s b a d , C A en t 2nd PLANCHECK SUBMITTAL 05/01/2024 1st PLANCHECK SUBMITTAL 05/01/2024 256203201 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 01/26/202490% CONSTRUCTION DOCS 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO.MD2 ATTACHMENT DETAILS - Mo n r o e P o o l R e p l a c e m e n t Ca r l s b a d , C A en t 2nd PLANCHECK SUBMITTAL 05/01/2024 1st PLANCHECK SUBMITTAL 05/01/2024 Equipment List For Areas Shown Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION ABOVE GRADE LEVEL LUMINAIRE TYPE QTY/POLE THIS GRID OTHER GRIDS 2 P1 P4 50'-50'TLC-LED-550 1 1 0 50'TLC-LED-900 2 2 0 2 P2-P3 50'-50'TLC-LED-550 2 2 0 50'TLC-LED-900 2 2 0 4 Totals 14 14 0 *Above Grade level relative to the field Equipment List For Areas Shown Pole Luminaires QTY LOCATION SIZE GRADEELEVATION ABOVE GRADELEVEL LUMINAIRE TYPE QTY/POLE THISGRID OTHERGRIDS 2 P1 P4 50'-50'TLC-LED-550 1 0 1 50'TLC-LED-900 2 1 1 2 P2-P3 50'-50'TLC-LED-550 2 1 1 50'TLC-LED-900 2 1 1 4 Totals 14 6 8 64 65 62 58 54 49 46 45 46 49 52 56 60 62 66 67 62 55 49 47 46 48 53 59 61 59 60 65 66 63 56 50 46 46 50 57 62 63 56 58 59 64 61 55 49 46 46 50 56 61 60 55 58 60 63 60 54 48 45 46 49 55 57 57 55 61 65 65 60 52 47 45 46 48 52 54 55 55 63 65 62 56 51 48 47 46 47 49 51 53 53 64 62 56 52 49 45 43 44 46 47 47 47 50 P4P1 P3P2 20 ' 92' 20 ' 22' 12 8 ' 98' 12 8 ' 22' 50'TLC-LED-900 2 2 0 50'-50'TLC-LED-550 2 2 0 50'TLC-LED-900 2 2 0 Totals 14 14 0 el relative to the field 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 1.7 2.3 2.6 2.8 2.0 1.1 0.7 0.5 0.4 0.4 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.0 2.1 3.5 5.2 7.0 7.4 7.4 6.4 4.5 3.0 2.2 1.7 1.6 1.6 1.7 2.0 2.4 2.9 2.9 1.9 0.9 0.3 0.1 0.0 3.6 5.3 8.4 13.3 16.4 18.4 19.7 15.7 10.9 7.7 6.0 5.2 5.2 5.8 7.2 9.7 11.9 11.3 6.8 2.7 0.7 0.1 0.0 6.0 6.9 10.3 16.3 22.6 29.7 32.2 29.0 23.9 19.4 15.7 13.7 13.6 15.3 18.0 21.1 24.3 21.2 11.9 4.5 1.0 0.2 0.0 7.7 10.0 12.5 17.2 21.7 29.1 34.4 34.3 33.8 30.9 25.9 22.8 23.0 25.6 28.7 28.6 28.1 24.0 13.7 4.0 0.7 0.1 0.0 8.2 12.3 15.3 17.5 17.8 22.7 29.6 35.7 34.9 32.5 30.6 28.7 28.4 28.8 29.0 29.2 25.6 18.3 8.0 2.1 0.4 0.1 0.0 11.4 17.6 18.4 16.8 16.1 21.5 28.9 33.6 32.1 29.8 29.1 28.4 27.9 28.6 26.3 18.1 9.6 3.4 0.9 0.2 0.1 0.0 8.8 14.8 15.0 11.9 11.0 13.5 20.0 27.3 30.2 29.4 28.8 28.1 28.1 25.5 19.2 10.9 4.3 1.4 0.5 0.2 0.1 0.0 8.1 13.6 12.9 9.0 6.6 8.0 14.7 22.5 26.5 28.6 28.8 28.0 26.8 23.6 15.9 7.6 2.9 0.9 0.4 0.2 0.1 0.0 8.7 14.6 13.6 9.5 8.0 10.0 17.0 23.8 27.1 27.6 28.0 28.0 28.1 25.3 17.9 9.5 3.8 1.3 0.5 0.2 0.1 0.0 10.0 17.6 18.4 14.5 14.4 19.5 25.5 29.3 28.6 27.8 27.5 27.4 28.4 29.0 25.0 16.4 8.0 3.0 0.9 0.3 0.1 0.0 12.0 18.1 20.8 19.2 22.7 27.6 32.8 31.4 29.8 28.9 27.5 27.5 28.1 29.3 30.0 24.7 16.9 7.2 2.0 0.4 0.1 0.0 12.9 15.9 18.1 20.7 28.6 33.7 33.4 31.8 29.1 24.9 22.6 23.9 27.2 29.8 29.9 28.7 24.2 13.4 3.9 0.7 0.2 0.0 9.9 12.3 17.1 22.4 30.6 34.4 30.4 25.1 19.9 16.1 14.7 15.5 17.8 20.9 23.4 25.9 22.1 12.4 4.7 1.0 0.2 0.0 6.4 9.6 15.1 20.7 23.8 25.8 20.9 13.7 9.1 6.6 5.8 6.3 7.6 9.3 11.8 14.0 13.1 7.4 3.0 0.7 0.2 0.0 4.7 7.2 10.4 11.8 12.1 10.8 7.9 5.0 3.1 2.2 2.0 1.9 2.1 2.6 3.1 3.7 3.5 2.3 1.0 0.3 0.1 0.0 4.1 4.7 4.8 4.3 3.2 2.0 1.1 0.7 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.6 0.4 0.3 0.1 0.0 0.0 1.7 1.8 1.6 1.2 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 78 ' 54' 78 ' 59' 70 ' 60' 70 ' 59' P4P1 P3P2 50'TLC-LED-900 2 1 1 50'-50'TLC-LED-550 2 1 1 50'TLC-LED-900 2 1 1 Totals 14 6 8 relative to the field POOL SURFACE PHOTOMETRICS EXTERIOR DECK EGRESS 256203202 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 01/26/202490% CONSTRUCTION DOCS 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO.MD3 ATTACHMENT DETAILS - Mo n r o e P o o l R e p l a c e m e n t Ca r l s b a d , C A en t 2nd PLANCHECK SUBMITTAL 05/01/2024 1st PLANCHECK SUBMITTAL 05/01/2024 256203203 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024