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Home My WebLink AboutDWG 199-4L; CD 2023-0003; MONROE STREET POOL REPLACEMENT PROJECT; 01-29ABBREVIATIONS LANDSCAPE SHEET INDEX 1v10 N R OE :S T RE E T, KEYNOTES REFERENCE KEYNOTES & L @ < AND ANGLE AT LESS THAN GREATER THAN CENTERLINE DIAMETER OR ROUND POUND OR flU BER GA. GALV. GND. GR HOG HOR HT. GAUGE GALVANIZED GROUND GRADE HOT DIPPED GALVANIZED HEADER HEIGHT SHEET.# SHEET LABEL SHEET NAME 1 2 3 4 L0.01 L0.02 L 1.01 L 1.02 LANDSCAPE NOTES AND SCHEDULE LANDSCAPE NOTES AND SCHEDULE MATERIALS PLAN LAYOUT PLAN VICINITY MAP CITY OF OCEANSIDE HlGHW;\Y 78 ADJ. AGGR. AL. ADJACENT AGGREGATE ALUMINUM LT MAX. MET, MFR. MIN. MTD. MTl. LIGHT MAXIMUM METAL 5 6 7 8 9 L3.01 L4.01 L4.02 L4.03 L4.04 MATERIALS AND LAYOUT ENLARGEMENT PLANS SITE SECTIONS AN D ELEVATIONS ~ ~p ~ <j;\ I AMT. APPROX. ARCH. AC. ACC. B.CR. B.O.C. B.O.W. B.O.S. BLDG. BLK, C.E. C.I.P. C.J. CLKG. CMU. CONG. CONSTR. CONT. CTR. DA DET. DIA. DIM. DN. DWGS. E.J. EL. ELEC EQ. EXP. EXT. E.OP F.G. F.S. F.O.B. F.O.C. F.O.W. AMOUNT APPROXIMAT ARCHITECTU AL ASPHALT ACCESSIBLE BEGINNING OF CURVE RADIUS BACK OF CUR BOTTOM OF W LL BOTTOM OF S OPE BUILDING BLOCK CIVIL ENGINE R CAST IN PLACE CONTROL JOIJ'T CAULKING CONCRETE M4SONRY UNIT CONCRETE _I CONSTRUCTIO[ CONTINUOUS CENTER DISABLED ACC SS DETAIL DIAMETER DIMENSION DOWN DRAWINGS EXPP.NSION JOINT ELEVATION ELECTRICAL EQUAL EXPANSION EXTERIOR EDGE OF POD FINISH GRADE FINISH SURFACE FACE OF BUILDING FACE OF CURB FACE OF WAll AS-BIUIL T PLANS N.I.C N,T,S, O.C. O.C.E.W. 0.0. PA PRCST. P.I.P. P.O.B. P.O.T. PT.D.F. QTY R. RAD. REINF. REQ. SCHED. SHT. S.J. SPEC. S.S. STD. STRL. T. T.C. T.O.B. T.O.H. T.O.S. T.O.W. TYP. TBS U.O.N. VEG, VERT wr W/O MANUFACTURER MINIMUM MOUNTED MATERIAL NOT IN CONTRACT NOT TO SCALE ON CENTER ON CENTER EACH WAY OUTSIDE DIAMETER (DIM.) PLANTING AREA PRECAST POURED IN PLACE POINT OF BEGINNING POINT OF TANGENCY PRESSURE TREATED DOUGLAS FIR QUANTITY RISER RADIUS REINFORCED REQUIRED SCHEDULE SHEET SCORE JOINT SPECIFICATION STAINLESS STEEL STANDARD STRUCTURP.L TREAD TOP OF CURB TOP OF BASE TOP OF HEADER TOP OF SLOPE TOP OF WALL TYPICAL TO BE SELECTED UNLESS OTHERWISE NOTED VEGETATION VERTICAL WITH WITHOUT IRRIGATION AS-BUILT PLA~S ARE REQUIRED TO BE SUBM ITTED TO THE CITY AND SHALL BE ~REPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LA~I DSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRiCTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO TH SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE EQUIRED TO BE REVIEWED AND APPROVED BY THE CITY RRIOR TO RELEASE OF SECURITIES. DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALE T OF SOUTHERN CALIFORNIA 10 11 12 13 14 15 16 17 18 19 20 21 L5.01 L5.02 L5.03 L5.04 L5.05 L5.06 LS.07 L5.08 L5.09 L5.10 LS.11 L5.12 22 L6.01 23 L6.02 24 L6.03 25 L6.04 26 L6.05 27 L6.06 28 L7.01 29 L7.02 TOTAL SHEETS 29 SITE SECTIONS AND ELEVATIONS SITE SEC TIONS AND ELEVATIONS SITE SECTIONS AND ELEVATIONS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LAN DSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE DETAILS IRRIGATION PLAN IRRIGATION LEGEND IRRIGATION DETAILS IRRIGAT ION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS PROJECT SCOPE LANDSCAPE AND IRRIGATION IMPROVEMENTS SURROUNDING THE NEW POOL FACI LITY AND PARKING LOT. ITEMS BY SEPARATE PERMIT 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 RENOVATION. 3. SITE GRADING AND RETAINING WALLS. ITEMS BY SEPARATE PERMIT 1. FABRIC SHADE STRUCTURES (QTY. 3) MONROE STREET POOL REPLACEMENT ARCHITECTURE ENGINEERlNG INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 926 17 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD PROJECT LOCATION PACIF IC OCEAN C· CITY OF VISTA CITY OF SAN MARCOS CITY OF ENCINl-;-AS WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAM ILIAR 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 EFFICIEN US F WATER BY: DATE O /2-'-1 1..oi.~ SIGNED ER PENAL TY OF PERJURY PHONE NO: ( tl$_ 2--~~~l~--l~O_O_I ____ _ REGISTRATIONNO jL-\11o EXPIRATIONDATE 07/31 /z_cz,-, BACKFLOW PREVENTER TESTING ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RE SUL TS 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 PROCEDURES: 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 . FOLLOWI NG 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: glen@trib-la .com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 434-9300 PRIOR TO BEGINNING LANDSCAPE WORK: 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. This document and all other project documents, ideas, aesthetics and designs incorix:irated therein .are instnimenls of service. All projed documents are copyright protected, are the property of LPA, lnc. (LPA) and cannot be lawfully used in whole or in part for any project Of purpose e:x:cepl as set forth in the contractual agreement between LPA and its Client. The unauthorized di!:;closure and/or use or the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unla\'Vful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use uf the project documents will give 1•isl' to !he recovery of monetary losses and damages including attorney fees and costs far which the unauthorized user will be held liable Project documents describe the design intenl of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepcincies between the project documents and the existing conditions @LPA, Inc. LOCATION MAP e q 6 9 q 0 ' s +rH-- r--JD T TO S~4 U: .. DECLARATION OF RESPONSIBLE CHARGE: 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 CO NSISTENT 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 LANDSCAPIN BY: DATE: 0 PHONE NO )~ ~1..~fu~l-~1 O~tf~\ ___ _ REGISTRATION NO: YYJ io EXPIRATION DATE 01 /3 If UJ2-5" SITE SYMBOLS LEGEND SYM. DESC. ..... [jj IN NI 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) il)-f',;( PIVICHECK VALVE/FOG (PER CIVIL) = SIGNAGE (PER CIVIL) 'Ps7 ELECTRICAL PULL BOX (PER ~ ELECT) NOTES SYM -- DESC SAWCUT JOINT EXPANSION JOINTS PROPERTY LINE/ RIGHT OF WAY LIMIT OF WORK FOC FACE OF CURB BOC BACK OF CURB PA PLANTING AREA .r-l, ALIGN __ 7 DOWN SLOPE DIRECTION OF RAMP A. UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND EXACT LOCATIONS. B. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. KEY NOTE DESCRIPTION DET/ SHT @I) CONCRETE PAVING -PEDESTRIAN TYPE 1 ~f 01 [ill 02/ CONCRETE PAVING -PEDESTRIAN TYPE 2 L5.01 @:) CONCRETE PAVING -POOL DECK @iJ CONCRETE PAVING -VEHICULAR ~ TRUNCATED DOME PAVERS ~ CONCRETE MOW CURB [@ CONCRETE FLUSH CURB AT FENCE ~ CONCRETE THICKENED EDGE AT FENCE ~ CONCRETE STAIRS *~ CONCRETE FREESTANDING WALL 02) CONCRETE PAD AT LIGHT BOLLARD •@J CMU FREESTANDING WALL •@J CMU RETAINING WALL •OiJ PERFORATED METAL FENCE r,;i PERFORATED METAL DOUBLE * ~ PEDESTRIAN GATE WI PANIC HARDWARE * [ill TUBE STEEL FENCE *@] * [ill •[ill ~ ~ TUBE STEEL SINGLE PEDESTRIAN GATE WI PANIC HARDWARE TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS TUBULAR STEEL DOUBLE PEDESTRIAN GATES HANDRAIL AT STAIRS HANDRAIL AT RAMP fE] GUARDRAIL @) DRINKING FOUNTAIN §j BIKE RACK ~ TRASH AND RECYCLING RECEPTACLES TUBULAR STEEL DOUBLE VEHICULAR GATES METAL PANEL DOUBLE PEDESTRIAN GATES METAL PANEL SINGLE PEDESTRIAN GATE CONCRETE RETAINING CURB .4T FENCE * NOTE: SEPARATE GRADING PERMIT KEYNOTE 021 L5.01 021 L5.01 02/ L5.02 071 L5.04 04/ L5.04 101 L5.01 081 L5.04 041 L5.03 131 L5.01 04/ L5,02 10/ L5.02 041 L5.10 021 LS.10 041 L5.08 081 L5.08 161 L5.08 02l L5.08 041 L5,06 021 L5.05 041 L5.05 041 L5.11 131 L5.11 10/ L5.08 041 L5.12 10/ L5.12 081 L5.01 151 COLOR I FINISH NATURAL GRAV/ MEDIUM BROOM FINISH DAVIS BAJA RED/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINI SH FEDERAL YELLOW (A-40) NATURAL GRAY/ LIGHT BROOM FINISH NATURAL GRAY/ LIGHT BROOM FIN ISH NATURAL GRAY/ LIGHT BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH NATURAL GRAY/ LIGHT SANDBLAST FINISH MATCH ADJACENT PAVING/ MEDIUM BROOM FINISH REG.ALSTONE BY RCP BLOCK NATURAL GRAY W/PUMICE CMU COLOR AND FINISH TO MATCH ARCHITECTURE 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 FIN ISH, COLOR BLACK GALVAN IZED, POWDERCOAT FINISH, COLOR BLACK SILVER/ POWDERCOAT SILVERI POWDERCOAT REFER TO SITE FURNISHINGS LEGEND GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK NATURAL GRAY I MEDIUM BROOM FINISH SITE FURNISHINGS LEGEND SYM DESC MANUF_ MODEL# COLOR FINISHIPTRN QTY. DTL §)'T"i®• TRASH LANDSCAPE ~'\,.U""" RECYCLING FORMS COMPOST CHASE PARK LANDFILL-SILVER SIDE OPENING; RECYCLING-BLUE LIDS: LANDFILL, COMPOST-GREEN RECYCLING, COMPOST POWDERCOAT 1 ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES. SITE LIGHTING LEGEND SYM. DESCRIPTION COMMENTS •-0 PEDESTRIAN POLE LIGHT PER ELECTRICAL MUSCO LIGHT PER ELECTRICAL ~ EXISTING LIGHT NOTE A. SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS. 4 PER PAIR MANUF B. VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE IN STALLATION. COLOR PER LANDSCAPE ARCHITECT. KEY NOTE DESCRIPTION 0 EXISTING PAVING III EXISTING CURB @J EXISTING GUTTER @J EXISTING DRIVEWAY [I) EXISTING STAIRS/AMPH ITHEATER [£J EXISTING WALL @J EXISTING FENCING [BJ EXISTING HANDRAIL [iJ EXISTING LIGHTING (ill EXISTING TRANSFORMER [jJ EXISTING BACKFLOW [BJ EXISTING UTILITY YARD GJ NEW SOLAR PANELS [El AC PAVING @J CONC CURB/GUTTER 0 CONG CURB RAMP IT) CONG WHEEL STOP [iJ PARKING LOT STRIPING/LETTERING @) ADA EMBLEM ['2J ADA SIGNAGE ~ ELECTRIC VEHICLE SIGNAGE [Kj ELECTRIC VEHICLE CHARGER (I] POOL IT] POOL STAIRS/HANDRAIL §j POOL ACCESSIBLE LIFT ~ POOL LADDER 0 POOL DIVING BOARD [iiQj SLOT DRAIN IRI SCORE BOARD [m STARTING BLOCKS ro CANTILEVERED FABRIC l':"'I SHADE STRUCTURE l8BJ PERFORATED SCREEN [JJ) BUILDING COLUMN ~ EXTERIOR SHOWER [i;iJ TRASH ENCLOSURE ~ BLEACHERS WITH 200 SEAT CAPACITY COMMENT PROTECT IN PLACE AC SLURRY SEAL PER CIVIL PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER ELECTRICAL PER AQUATICS PER AQUATICS PER AQUATICS PER AQUATICS PER AQUATICS PER CIVIL PER AQUATICS PER AQUATI CS DEFERRED SUBMITTAL ITEM PER ARCHITECTURE PER ARCHITECTURE PER ARCHITECTURE PER ARCHITECTURE PER OWNER APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA_ "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE Submittal Date 100% SCHEMATIC DESIGN 0612712023 100% DESIGN DEVELOPMENT 0910112023 50% CONSTRUCTION DOCS 11 113/2023 1st PLAN CHECK SUBMITTAL 0112912024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 0810912024 3rd LANDSCAPE SUBMITTAL 09/2512024 ADDENDA 1 11 126/2024 CITY OF CARLSBAD ------+----t----+----+-------------------+-----+---+----+----l I SHE1·ET I Job Number ENGINEERING DEPARTMENT Checked By ~==:'..'::::===================: DEH RESUBITT AL 01/30/2025 Scale LANDSCAPE IMPROVEMENT PLANS FOR Date Published 01 /30/2025 MONROE STREET POOL REPLACEMENT LANDSCAPE NOTES f----+---+---------------+--+----+----+-------1 AND SCHEDULES r======::::::=:=~====;?=-========~ L0.01 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DVVl',IBY: ___ _ CHKD BY: ___ _ RVWDBY: PROJECT NO. LPC2024-0008 PUB2023-0004 DATE DRAWING NO. 199-4L ,-----------~----·- FENCE AND GATE NOTES 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 GA TE/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. MONROE STREET POOL REPLACEMENT ARCHITECTURE ENGJNEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLA NNI NG 949-261-1001 Offi ce LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, Califo rni a 92617 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD PLANTING NOTES 1. REFER TO CIVIL ENGINEER'S DRAWINGS FOR UTILITY LOCATIONS, TREE SUBDRAINAGE STUBOU TS, (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, VA LVES, 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 PRI OR TO COMMENCING WORK. THE CONTRACTOR MU ST NOTIFY THE OWNER'S AUTH ORIZED REP. OF THESE CONDITIONS OR ANY DI SCREPANCIES 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 (1-112") BE LOW 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 FERTJLIZA TION. SUBMJT SOJLS 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 OW. AND OUTSIDE L.OW. WASH ALL TREES WEEKLY. HORTICULTURALY APPROPRIATE TIME FOR EACH SPECIES. 19. MAINTAIN AND HAND WATER ALL EXISTING PLANT MATERIAL WITHIN THE LI MIT 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. This dorument 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 fortti in the contractual agreement between LPA and its Client. The unauthorized disdosure and/or use of the project documents (including the creation of derivative works), may give rise lo liability for copyright infringement, unlawful disclosure, use or >----------1 misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise lo 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 ir1\e11t of the work and are not a represenlation of as-built or e)(isting conditions. LPA is not responsible for any discrepancies between the project documents and lhe existing conditions. © LPA, Inc. PLANTING NOTES CONT. 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 ANO/OR LARGE SHRUB S: 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 MA H ING). 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. LAYOUT AND MATERIALS NOTES 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 OTH ER FIXED SITE IMPROVEMENT , UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED. 9. INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTH ER UNLESS OTHERWISE NOTED. LANDSCAPE GRADING AND DRAINAGE 1. REF ER 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 ARCHITECTS 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 8001227-2600) 48 HOURS PRIOR TO ANY EXCAVATION. 5. ALL GRA DING OPERATIONS SHALL CONFORM TO APPEND IX J OF THE CALIFORNIA BU ILDING 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 TH OSE 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 OPERATI ONS 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. 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 ANO 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 ARCHITECTS 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 DAMAG E 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 WH EN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CON DITIONS SHALL BE IMMEDIATELY BR OUGHT 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 CO NSTRUCTION ITEM, FORMS WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. 11. ALL WALLS ANO 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 PR IOR 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 GEOTECH NICAL 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 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE Submittal Date 100% SCHEMATIC DESIGN 0612712023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/1312023 1st PLAN CHECK SUBMITTAL 01129/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/2512024 ------'-----~--+---+------------------+----+---+----+----, I SH2EET I .Job Number ~ ENGINEERING DEPARTMENT Checked By ~==::'....':::==================::: CITY OF CARLSBAD ADDE NDA 1 11126/2024 DEH RESUBI TTAL 01/30/2025 Scale Date Publi shed 0113012025 LANDSCAPE NOTES AND SCHEDULES L0.02 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR MONROE STREET POOL REPLACEMENT APPROVED· PLANNING OWNBY: ___ ~ CHKDBY ___ _ RV\ND BY: PROJECT NO. LPC2024-0008 PUB2023-0004 '1(1/{Z(p DATE DRAWING NO. 199-4L SITE SYMBOLS LEGEND SYM. ... [i] DESC. 1 1 FIRE HYDRANT (PER CIVIL) DRAIN r LET (PER CIVIL) AREA DRAIN (PER CIVIL) CLEAN IOUT (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) I SANIT~RY SEWER MANHOLE (PER CIVIL) I (E) RE~UCED PRESSURE BFP (PER C)VIL) cl)1',Y PIV/CHFCK VALVE/FOG (PER CIVIL) = SIGNAr E (PER CIVIL) ~ ~~~~;rCAL PULL BOX (PER SYM. ---- FOG BOC PA J'7, > DESC. SAWCUT JOINT EXPANSION JOINTS PROPERTY LINE/ RIGHT OF WAY LIMIT OF WORK FACE OF CURB BACK OF CURB PLANTING AREA ALIGN DOWN SLOPE DIRECTION OF RAMP NOTES I A. UTILITIES ~HOWN ARE FOR REFERENCE ONLY. SEE CIVIL OWGS FOR DETAILS ANO EXACT LOqATIONS. B. FINAL LOCr lONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. 07 16 f-Q'L---_______________ ___,.r-1--~ L------------------------, ~ • l..::::.:::;.~ --=---,JI sr ___ _ ~ ili "(,, 19 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261 -100 1 Office LPADesignStudios.com 530 1 Californ ia Avenue, Suite 100 Irvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 12 11 -"------J 17 of'c9 I ~ L4.04 26 ----- This documenl and all other proJect documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents rire 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 cootraclual agreement between LPA and its Client. The unauthorized disclosure and/or use ol the project documents {including the creation ot 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 unautflurized uwr will be held liable. Projec1 doannents 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. -- • TYP. PA ------. -. -. IRRIGATION 2Gl;lc I ~---=-:....~-=-----+------CONTROLLER PER L6.01 ......_ \ /1 \ & \ / I 'v \ / I PA I ~---25'CLR SIGHT. TYP / I / L __ __ _J -------------ff 07 I w z _, ~ ti: ~ ~ a_ a! 0 s: LL 0 1- :io ....I ----{QJ 1 0 MA TE RIALS PLAN 20 1-w w 0::: Ien w 0 0::: z 0 ~ 1" = 20'-0" 07 KEYNOTES KEY □ET/ NOTE DESCRIPTION SHT COLOR / FINISH @iJ CONCRETE PAVING -PEDESTRIAN TYPE 1 021 NATURAL GRAY/ L5.01 MED IUM BROOM FINISH §] CONCRETE PAVING-PEDESTRIAN TYPE 2 021 DAVIS BAJA RED/ L5.01 MEDIUM BROOM FINISH @] CONCRETE PAVING-POOL DECK 021 NATURAL GRAY/ L5.01 MEDIUM BROOM FINISH ~ CONCRETE PAVING-VEHICULAR 021 NATURAL GRAY/ LS.01 MEDIUM BROOM FINISH @] TRUNCATED DOME PAYERS 021 FEDERAL YELLOW (A-40) L5.02 ~ CONCRETE MOW CURB 071 NATURAL GRAY/ L5.04 LIGHT BROOM FINISH @] CONCRETE FLUSH CURB AT FENCE 04( NATURAL GRA YI L5.04 LIGHT BROOM FINISH ~ CONCRETE THICKENED EDGE AT FENCE 101 NATURAL GRAY/ L5.01 LIGHT BROOM FINISH @fil CONCRETE STAIRS 081 NATURAL GRAY/ L5.04 MEDIUM BROOM FINISH *D:2] CONCRETE FREESTANDING WALL 041 NATURAL GRAY/ L5.03 LIGHT SANDBLAST FINISH @] CONCRETE PAD AT LIGHT BOLLARD 131 MATCH ADJACENT PAVING/ L5.01 MEDIUM BROOM FINISH •@J CMU FREESTANDING WALL 041 REGALSTONE BY RCP BLOCK L5.02 NATURAL GRAY W/PUMICE •@J CMU RETAINING WALL 101 CMU COLOR AND FINISH L5.02 TO MATCH ARCHITECTURE •r:BJ PERFORATED METAL FENCE 04/ GALVANIZED, POWDERCOAT L5.10 FINISH, COLOR BLACK •@I PERFORATED METAL DOUBLE 02/ GALVANIZED, POWDERCOAT PEDESTRIAN GATE W/ PANIC HARDWARE L5.10 FINISH, COLOR BLACK ·~ TUBE STEEL FENCE 04/ GALVANIZED, POWDERCOAT LS.08 FINISH, COLOR BLACK •@J TUBE STEEL SINGLE PEDESTRIAN GA TE 081 GALVANIZED, POWDERCOAT WI PANIC HARDWARE L5.08 FINISH , COLOR BLACK ·~ TUBE STEEL CANTILEVER PANEL 161 GALVANIZED, POWDERCOAT WITH STRAIGHT PICKETS L5.08 FINISH, COLOR BLACK •[ill TUBULAR STEEL DOUBLE 02/ GALVANIZED, POWOERCOAT PEDESTRIAN GATES L5.08 FINISH , COLOR BLACK ~ HANDRAIL AT STAIRS 04/ GALVANIZED, POWOERCOAT l5.06 FINISH, COLOR BLACK llil HANDRAIL AT RAMP 021 GALVANIZED, POWDERCOAT L5.05 FINISH, COLOR BLACK @] GUARDRAIL 041 GALVANIZED, POWDERCOAT LS.OS FINISH, COLOR BLACK @] DRINKING FOUNTAIN 041 SILVER/ L5.11 POWDERCOAT [El BIKE RACK 13/ SILVERI LS.11 POWDERCOAT ~ TRASH AND RECYCLING RECEPTACLES REFER TO SITE FURNISHINGS LEGEND ·~ TUBULAR STEEL DOUBLE 10/ GALVANIZED, POWDERCOAT VEHICULAR GATES L5.08 FINISH, COLOR BLACK •/El METAL PANEL DOUBLE 041 GALVANIZED, POWOERCOAT PEDESTRIAN GATES LS.12 FINISH, COLOR BLACK ·~ METAL PANEL SINGLE 101 GALVANIZED, POWDERCOAT PEDESTRIAN GATE L5.12 FINISH, COLOR BLACK ~ CONCRETE RETAINING CURB AT 081 NATURAL GRAY I FENCE L5.01 MEDIUM BROOM FINISH * NOTE SEPARATE GRADING PERMIT KEYNOTE 151 SITE FURNISHINGS LEGEND SYM DESC. MANUF. MODEL# COLOR FIN ISH/PTRN _ QTY. DTL SJ!~® TRASH LANDSCAPE ~ RECYCLING FORMS COMPOST CHASE PARK LANDFILL-SILVER POWOERCOAT SIDE OPENING: RECYCLING-BLUE LIDS: LANDFILL, COMPOST-GREEN RECYCLING, COMPOST 1 ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2 QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES. SYM. o-[J qp SITE LIGHTING LEGEND DESCRIPTION PEDESTRIAN POLE LIGHT MUSCO LIGHT COMMENTS PER ELECTRICAL PER ELECTRICAL 3J: EXISTING LIGHT NOTE: A. SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS. 4 PER PAIR MANUF B. VISIBLE CONDUIT ANO BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION . COLOR PER LANDSCAPE ARCHITECT. KEY NOTE 0 [}J @] [Q] [I] 0 @] [BJ [I] [ill [iJ @] ~ 0 @] 0 m [TI @] [yJ [vv] 0 GJ IT] §] ~ § ~ ~ ~ [@ l8Bl cm ~ [i;iJ ~ REFERENCE KEYNOTES DESCRIPTION COMMENT EXISTING PAVING PROTECT IN PLACE AC SLURRY SEAL PER CIVI L EXISTING CURB PROTECT IN PLACE EXISTING GUTTER PROTECT IN PLACE EXISTING DRIVEWAY PROTECT IN PLACE EXISTING STAIRS/AMPHITHEATER PROTECT IN PLACE EXISTING WALL PROTECT IN PLACE EXISTING FENCING PROTECT IN PLACE EXISTING HANDRAIL PROTECT IN PLACE EXISTING LIGHTING PROTECT IN PLACE EXISTING TRANSFORMER PROTECT IN PLACE EXISTING BACKFLOW PROTECT IN PLACE EXISTING UTILITY YARD PROTECT IN PLACE NEW SOLA R PANELS PROTECT IN PLACE AC PAVING PER CIVIL CONG CURB/GUTTER PER CIVIL CONC CURB RAMP PER CIVIL CONC WHEEL STOP PER CIVIL PARKING LOT STRIPING/LETTERING PER CIVIL ADA EMBLEM PER CIVIL ADA SIGNAGE PER CIVIL ELECTRIC VEHICLE SIGNAGE PER CIVIL ELECTRIC VEHICLE CHARGER PER ELECTRICAL POOL PER AQUATICS POOL STAIRS/HANDRAIL PER AQUATICS POOL ACCESSIBLE LIFT PER AQUA TICS POOL LADDER PER AQUATICS POOL DIVING BOARD PER AQUA TICS SLOT DRAIN PER CIVIL SCORE BOARD PER AQUATICS STARTING BLOCKS PER AQUATICS CANTILEVERED FABRIC DEFERRED SUBMITTAL ITEM SHADE STRUCTURE PERFORATED SCREEN PER ARCHITECTURE BUILDING COLUMN PER ARCHITECTURE EXTERIOR SHOWER PER ARCHITECTURE TRASH ENCLOSURE PER ARCHITECTURE BLEACHERS WITH 200 SEAT CAPACITY PER OWNER APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTI NG AREA. "AS BUil T" RCE EXP DATE REVIEWED BY· INSPECTOR DATE 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 LANDSCAPE SUBM ITTAL 08/09/2024 J _o_b _Nu_m_b_er_------J----l---+--+----------------+----i----1-----1---l I SH3EET I CITY OF C/\RLSBAD Checked By "-====...:======E=N=G=IN=EE=R=IN=G=D=E=PA=R=T=M=EN=T=====~ 3rd LANDSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11/26/2024 DEH RESUBITTAL 01/30/2025 Scale r LANDSCAPE IMPROVEMENT PLANS FOR: Date Published 01/30/2025 MATERIALS PLAN L 1.01 DATE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MONROE STREET POOL REPLACEMENT APPROVED: PLANNING OWNBY: ___ _ CHKD BY: ___ _ RVWDBY: PROJECT NO. LPC2024-0008 PUB2023-0004 3 {w{z<e DATE DRA'NING NO. 199-4L Cr_ I 0 : ,-- -,--------------------------------------------------- ,;, ~L____ -------------------.J 0 0 0 0 0 0 0 Jr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-Q' 0 0 0 0 0 • 0 0 ~ M Cr_ b b a \ \ 't_-'\.---"i.C~-----J FSF=~I b "' -' _, a a M N li. E.O.P d w M ' ' ' ' ' ' @-f,, I 0 I I I I I 0 I I I I Ir □1 'I □1 D I 8'-0' I I I I D '1 . ' □I I I I '1 I: I I II ALIGN -b I I I ~-----------------------------------------------+-~ ~ ARCHITECTURE ENGTNEER(NG INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNJNG 949-261-1001 Office LPADesignStudios.com 530 1 California Avenue, Suite 100 Irvine, California 92617 o I : ' I ,_,_ MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD ½' d w N ~ --- 1,. I I I I I 1'1 N817V 12'-8" ,. r i;i z ro , / □ □ 35'- ,{;] Cl ; < D I I ---I FD ~ ~ 99i I I ' ' I ·-·-·---·-----/§ C\i /§ C\i '-0" 4'-8" -- ----............. _____ 25' CLR. -----, , ,, /1 , I SIGHT, TYP tw w 0::: ten w 0 0::: z 0 ~ / I / I 25'CLR. 00 ->------- ~------'';.."4 1 SIGHT, -1 TYP / ' ✓ I I I ______ _L ___ _._ ____ J SUPPLEMENTAL LAYOUT NOTES 1. POINT OF BEGINNING (P.0.B) #1 IS LOCATED AT THE NORTHWEST CORNER OF THE POOL. 2. POINT OF BEGINNING (P.0.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, UNUESS NOTED OTHERWISE ON PLANS. 5. SEE SHEET G2.10 FOR PATH OF TRAVEL ~ F.O.B LAYOUT SYMBOL LEGEND POINT OF BEGINNING (P.0.8.) ALIGN FACE OF BUILDING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. L ;~o~;.·t·--------~c,-' --------------------.;---------------------------1:i- ~ 1 "AS BUil T" ci' I u:I I Cr_ This document and all olher project documents, ideas, aeslhelics and designs incorporated therein are instruments of service. All pmjecl documents are cop~right protected , are the property of LPA, Inc. (LP A) and cannot be lawfully used in whole or in par1 for any project or purpose except as set forth in the contractual agreement between LPA and ils Clie r1t. Tl1e unauthorized disdosure 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 Ices Dnd costs for which lhe unauthorized user w;11 be held liable. Project documents describe the design intenl of the work and are not a representation of as-bui lt or exisling conditions. LPA is not responsible for any discrep,mr.ies between the project documents and the e)(isting conditions © LPA, lnr: 0 10 2 0 RCE EXP. DATE REVIEWED BY: LAYOUT PLAN 1" C 20'-0" 07 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 LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09125/2024 ADDENDA 1 1112612024 DEH RESLIBITTAL 01 /30/2025 INSPECTOR DATE J_o_b_N_u_m_be_r __ -+-----f----+---+--------------------+----1----1----1---~ I s4er I C h ecked By ~===-========E=NG=l=N=E=ER=l=NG=D=E=PA=R=T=M=E=N=T=======' CITY OF CARLSBAD Scale LANDSCAPE IMPROVEMENT PLANS FOR· Date Published 01/3012025 MONROE STREET POOL REPLACEMENT LAYOUT PLAN APPROVED: tl!-'-w~ ~ f &{Zf.l PLANNING DATE L2.01 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. ORA1MNG NO. DATE INITIAL DATE INITIAL CHKD BY LPC2024-0008 OTHER APPROVAL CITY APPROVAL RVINO BY PUB2023-0004 199-4L I I SITE SYMBOLS LEGEND SYM. DESC. SYM. DESC. FIRE HY RANT (PER CIVIL) DRAIN lrET (PER CIVIL) AREA DrAIN (PER CIVIL) CLEAN <DUT (PER CIVIL) I STORM pRAIN MANHOLE (PER CIVIL) I SAN IT ARI y SEWER MANHOLE (PER CIVIL) (E) RED~CED PRESSURE BFP ~~/~:~}~ VALVE/FDC (PER CIVIL) -- FOG BOC PA J7,, SAWCUT JOINT EXPANSION JOINTS PROPERTY LINE/ RIGHT OF WAY LIMIT OF WORK FACE OF CURB BACK OF CURB PLANTING AREA ALIGN = SIGNAGE (PER CIVIL) ELECTRi'cAL PULL BOX (PER ELECT) DOWN SLOPE DIRECTION OF RAMP NOTES A B. UTILITIES SHpWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS AND EXACT LOCA~IONS FINAL LOCA IONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. !!Jr---~ ~ ¥ --t------t---+- - PA I L CONFORM TO (E) CONCRETE PAVING - MUSCO LGHT 0 )_ 4 ENLARGEMENT PLAN -EGRESS STAIRS AT SOUTH SIDE 1/8"; 1'-0" 1G [ill [TI ffi] 13 MONROE STREET POOL REPLACEMENT ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLAfmING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 8 ON M 16 ) =b \ R 05 01 >--+-- -/ I / I I -----·------------~ -, B'-0" 1, 1,25'-T' 14'-7" 24'-7" ,,. ,,;<-------,7'-------.~I -------,,,------~,,,_" 2 4 ENLARGEMENT PLAN -ACCESSIBLE PARKING AREA 1 /8'' = 1 '-0" Submittal Date Job Nurnber 100% SCHEMATIC DESIGN 06127/2023 Checked By Scale Date Published 01/30/2025 MATERIALS AND ' ' ,. ' ,, ' . 8 07 KEYNOTES KEY NOTE DESCRIPTION DET/ SHT CONCRETE PAVING -PEDESTRIAN TYPE 1 ~r01 CONCRETE PAVING -PEDESTRIAfl TYPE 2 CONCRETE PAVING -POOL DECK CONCRETE PAVING -VEHICULAR @8] TRUNCATED DOME PAVERS @8] CONCRETE MOW CURB @] CONCRETE FLUSH CURB AT FENCE @8] CONCRETE THICKENED EDGE AT FENCE @8] CONCRETE STAIRS •QQJ CONCRETE FREESTANDING WALL 122] CONCRETE PAD AT LIGHT BOLLARD • @J CMU FREESTANDING WALL •@J •0±1 •@J * ffi] •@J •@J •@J ~ llil [ill @] ~ CMU RETAINING WALL PERFORATED METAL FENCE PERFORATED METAL DOUBLE PEDESTRIAN GATE W/ PANIC HARDWARE TUBE STEEL FENCE TUBE STEEL SINGLE PEDESTRIAN GATE W/ PANIC HARDWARE TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS TUBULAR STEEL DOUBLE PEDESTRIAN GATES HANDRAIL AT STAIRS HANDRAIL AT RAMP GUARDRAIL DRINKING FOUNTAIN BIKE RACK ~ TRASH AND RECYCLING RECEPTACLES TUBULAR STEEL DOUBLE VEHICULAR GA TES METAL PANEL DOUBLE PEDESTRIAN GATES METAL PANEL SINGLE PEDESTRIAN GATE CONCRETE RETAIN ING CURB AT FENCE * NOTE SEPARATE GRADING PERMIT KEYNOTE 021 L5.01 021 L5 01 02/ L5 01 02/ L5 02 071 L5,04 041 L5.04 101 L5.01 081 L5.04 041 L5,03 131 L5.01 041 L5.02 10/ L5.02 04/ L5.10 02/ L5.10 04/ L5.08 081 L5.08 16/ L5.08 02/ L508 04/ L506 02/ L5.05 04/ L5.05 04/ L5.11 13/ L5.11 10/ L5.08 04/ L5.12 101 L5.12 08/ LS.01 15/ COLOR/ FINISH NATURAL GRAY/ MEDIUM BROOM FINISH DAVIS BAJA RED/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH FEDERAL YELLOW (A-40) NATURAL GRAY/ LIGHT BROOM FINISH NATURAL GRA YI LIGHT BROOM FINISH NATURAL GRAY/ LIGHT BROOM FINISH NATURAL GRAY/ MEDIUM BROOM FINISH NATURAL GRAY/ LIGHT SANDBLAST FIN ISH MATCH ADJACENT PAVING/ MEDIUM BROOM FINISH REGALSTONE BY RCP BLOCK NATURAL GRAY WI PUMI CE CMU COLOR AND FINISH TO MATCH ARCHITECTURE 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 Gft.LVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FIN ISH , COLOR BLACK SILVER/ POWDERCOAT SILVERI POWDERCOAT REFER TO SITE FURNISHINGS LEGEND GALVANIZED, POWDERCOAT FINISH , COLOR BLACK GALVANIZED, POWDERCOAT FINISH, COLOR BLACK GALVANIZED, POWDERCOAT FINISH , COLOR BLACK NATURAL GRAY i MEDIUM BROOM FINISH SITE FURNISHINGS LEGEND SYM. DESC. MANUF. MODEL# COLOR FINISH/PTRN. QTY. DTL cj)l{fl,r{R? TRASH LANDSCAPE -~ ,~ RECYCLING FORMS COMPOST CHASE PARK LANDFILL-SILVER POWDERCOAT SIDE OPENING; RECYCLING-BLUE LIDS LANDFILL, COMPOST-GREEN RECYCLING, COMPOST 1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES. SITE LIGHTING LEGEND SYM. DESCRIPTION COMMENTS ---0 PEDESTRIAN POLE LIGHT MUSCO LIGHT ):]: EXISTING LIGHT NOTE: PER ELECTRICAL PER ELECTRICAL A. SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS. 4 PER PAIR MANUF B VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION. COLOR PER LANDSCAPE ARCHITECT. 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 FDR LAYOUT & MATERIALS NOTES, 4. PLAN MEASUREMENTS ARE TO FACE OF WALL, CURB, OR OTHER FIXED SITE IMPROVEMENT, UNLESS NOTED OTHERWISE ON PLANS. REFERENCE KEYNOTES KEY NOTE DESCRIPTION COMMENT 0 [BJ @] @J [I] [TI @] [8] 0 0 [TI ~ 0 0 @] llil 0 [TI @) [yJ ~ 0 [Y] 0 §] ~ § ~ ~ ~ §1 l8Bl cm ~ [ill ~ EXISTING PAVING EXISTING CURB EXISTING GUTTER EXISTING DRIVEWAY EXISTING STAIRSIAMPH ITHEA TER EXISTING WALL EXISTING FENCING EXISTING HANDRAIL EXISTING LIGHTING EXISTING TRANSFORMER EXISTING BACKFLOW EXISTING UTILITY YARD NEW SOLAR PANELS AC PAVING CONG CURB/GUTTER CONC CURB RAMP CONC WHEEL STOP PARKlflG LOT STRIPING/LETTERING ADA EMBLEM ADA SIGNAGE ELECTRIC VEHICLE SIGNAGE ELECTRIC VEHICLE CHARGER POOL POOL STAIRS/HANDRAIL POOL ACCESSIBLE LIFT POOL LADDER POOL DIVING BOARD SLOT DRAIN SCORE BOARD STARTING BLOCKS CANTILEVERED FABRIC SHADE STRUCTURE PERFORATED SCREEN BUILDING COLUMN EXTERIOR SHOWER TRASH ENCLOSURE BLEACHERS WITH 200 SEAT CAPACITY PROTECT IN PLACE AC SLURRY SEAL PER CIVIL PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER ELECTRICAL PER AQUATICS PER AQUATICS PER AQUATICS PER AQUATICS PER AQUA TICS PER CIVIL PER AQUATICS PER AQUATICS DEFERRED SUBMITTAL ITEM PER ARCHITECTURE PER ARCHITECTURE PER ARCHITECTURE PER ARCHITECTURE PER OWNER LAYOUT SYMBOL LEGEND POINT OF BEGINNING (P.0.B.j ALIGN F.O.B FACE OF BUILDING I SH5ET I RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT This document and all other project documents. ideas, aesthetics and designs incorporaled therein are instruments of service. All project documents are copyright protected, are the propP.rty of LPA, Inc. (LPA) and cannot be lawfully used in whole ur in part for any project or purpose i:;xcept as set forth in the contraclual 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, unlavlful disclosure, use or misappropriation of prope,ty rights held by LPA. The unau1horized use of the project documents will give rise to the recovery of mone1ary losses and damages including attorney fees and costs for which the unauthorized user will be held liable 100% DESIGN DEVELO PMENT 09101/2023 50% CONSTRUCTION DOCS 1111312023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/0112024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SU BM ITT AL 0912512024 ADDENDA 1 11/26/2024 LAYOUT ENLARGEMENTPLANlr--+--+-------------+---+---+---+-----j APPROVE~,/ /J , . ,/ ' , _,,,-~ Au..tw ,€/ .,, (I.Rft!e ProjP.ct documents describe lhe design intent of the work and are 1101 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 DEH RESUBITT AL 01/30/2025 L3.01 PLANNING 7 DATE t-=::::----r==---r--------------------t---+----+---+----1 ~D;;;WN;;;=B~Y~_=_=_=_=_=~~~,;:==::::::::;pSSR;O;JE;;;C;;:T:;;N~O=, ==:::;-;~D~RA~Wl~N~G~N;O;::,=: DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY, ____ LPC2O24-QQQ8 RVWD SY PUB2O23-OOO4 FNGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 199-4L 1 @STAIR HANDRAll r:i\coNCRETE ~ STAIRS 16'-0' 5'-8" 9 00 -I q_ s w > 0 >-"' "" ~ ::, '-'' 15 1 z w CL ~ O' D w 'SI: Cl. ,,, w~ oo zw Ll.J lU "-u, q_ z 0 ;:: u w Cf w □> z •O -,co w <( Cl M z o -<w :r:w u U) ARCHITECTIJRE ENGINEERING INTERTOR DESJGrJ LANDSCAPE ARCHITECTURE PLANNrNG 949-261-1001 Office LPADesignStudios.com 5301 Ca lifornia Avenue, Suite 100 Irvine, Ca lifornia 92617 O'q_ <( ~ ::, 0 15 " z in w Q_ "' ffi I 0 -~ a. s: =2 wwN q_ 0 -0 z>w w ow 9'-1" 16'-0" "->-u, 2EQ 2EQ 32'-0" ' I I I 4'-10' iw I IJ~U I I , 11r I ! ! ' I 1ijH I Hn ' 104' 13 EQ q_ TUBE STEEL FENCE@' L5.08 1 , I l I I I 1111 111 U I I I • (E) RETAINING WALL l I II !1 I "----(E) FINISH SURFACE AT AC q_ 6'-3" CLR 64'-0" SEO ' I POOL DECK (BEYOND) 2" FACE OF --fL-R --"<----rm';======~';:======~ ENCLOSURE ,,-. - - : '· b a, G'\ PERFORATED ~ METAL FENCE FENCE POST @ FOOTING ADJ TO BUILDING, TYP PERFORATED METAL DOUBLE PEDESTRIAN GATE WITH PANIC HARDWAREQ ~ z z C! -ov ~ i'.= :s z'--'-<( w w q_ :x:Q::;w U OU) , 7'-1 '' I, . , :llillill 1 II JlLi 11111 H I I j llUfilJ Ull[I 11 I 11 I -" I FACE OF BUILDING ---t-l Z' CLR CARD READER PER TECHNOLOGY ~ PLANS 00 {j;'\ PERFORATED ~ METAL FENCE FENCE POST {j,\ FOOTING ADJ. ~ TO BUILDING; TYP. Ci. 2'-0" I . I I ! 11 11 11 1 ! I ! i J ,J!IH !!HTT_'.ll l I I H ------·-------- ! I ! I I I / I ! I I 11 ' I I I G"., TUBE STEEL FENCE ~ 10 PERFORATED METAL SINGLE PEDESTRIAN GATE J AND TUBE STEEL FENCE {BEYOND), SEE 0511.4.03 ' ! ! ! ! ! ! ! ! ! ! ! I I I I ' I I I I / I I ! I / I I I ' CMU: _/ RETAIN N ' I G WALL , STAIRS (BEYOND) TI I I I-~I " J !' ' -, ' +~1 ! I 7 -11-I ! I 1-7 ! I I I I I I/ I\ ! L - \_ ':O • GUARDRAIL@ ELEVATION OF FENCING ALONG WEST EDGE OF POOL 114" = 1 '-0'' 03 crq_ '.I M ::, 0 0 s::i= -~ 0 --zN w= "-w ffil~ Q_ s WW 0 0 > z ll:' ~ 24'-0" 3 EQ ELEVATION OF FENCING ALONG SOUTH EDGE OF POOL 114" = 1 '-0" 02 Ci. Ci. Ci. FACE OF 2'-0" BUILDING 8'-4" 2" CLR CLR 1-/ iz·····-·: ~ . ' / '\ , K,== --~:·i , ' ·-· /·:: . ·-;---- •t= ''-,' ,._ .;. ----... : ~ -1 PERFORATED METAL FENCE 04\ ~ PERFORATED METAL DOUBLE PEDESTRIAN GATE WITH PANIC HARDWARE@ Ol KNOX BOX PER ('ii,\ LS.Oil ~ RCE APPROVED FOR IRRIGATION AND PLANTING ONLY , INCLUDING PRECISE LOCATION OF PLANTING AREA_ "AS BUil T" EXP_ DATE REVIEWED BY: ELEVATION OF FENCING ALONG SOUTH EDGE OF POOL 114" = 1'-0" 10 ELEVATION OF SIDE GATE 114" = 1'-0" 07 ELEVATION OF ENTRY GATE 1/4" = 1'-0" 04 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD This dor.ument and all other project documents, ideas, aesthetics and designs incurporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lnwfully used in Vwtlole or in part for any project or purpose except as set forth in the conlraciual agreement between LPA ~nd its Client. The unauthorized disclosure and/or use of the pwJed documents iincluding the creation af 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 los,;e.<; and damages induding attorney fees and costs for which U1e 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 disr:repancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06127/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 0 1/2912024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/2512024 ADDENDA 1 11/26/2024 DEH RESUBITTAL 01/3012025 INSPECTOR DATE CITY OF CARLSBAD Job Number t-----t----t---t-------------------+---+---+---t------1 I sH6Er I C __ he_c_k_e_d _B_y __ --,____ :===='--'======E=N=G=IN=E=ER=IN=G=D=E=P=AR=T=M=E=NT=====~ Scale Date Published 01/30/2025 SECTIONS AND ELEVATIONS L4.01 DATE INITIAL ENGINEER OF WORK DATE INITIAL DA.TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLA.NS FOR: MONROE STREET POOL REPLACEMENT APPROVED: I ~ q/~/Z-1< fiUt PLANNING r-DATE OWN BY: PROJECT NO DRAVVING NO. CHKD BY: LPC2024-0008 RWJDBY: PUB2023-0004 199-4L FACE OF BUILDING 3" CLR-I .1, 8'-4" CLR '~---· -i " t-n JI : i I/ q_ >-I ,e (_') Ii? "'I°' UJ UJ u.J 8 ~ & 5 UJ ww o w ~ a. ,-lw ,_" --)L- I, 'I l l I : l ..__ TUBE STEEL CANTILEVER @ PANEL WITH STRAIGHT 16 PICKETS L5.DB POOL DECK FINISH GRADE ,J ~ 9 '° '1' DOUBLE @PERFORATED METAL PEDESTRIAN GATES WITH PANIC HARDWARE I CMU RETAINING ~; 10 ' WALL ELEVATION AT NORTH POOL GATE 1/4" = 1 '-0" 15 FACE OF BUILDING 8'-4~ 3" , -, CLR CLR -, ' ' i : I b ,;, ----- ' --, - i ' • ' I' I METAL DOUBLE J CARD READER @I PERFORATED PEDE WITH PAN STRIAN GATES PER TECHNOLOGY IC HARDWARE PLANS q_ "' <( J >-:::, I u "' ~ s: a' W WW ~ 0 a. -0 z a::> w w w o ~ ~ a.>-q_ $", 9'-1" -, , 2EO. , ~ I I 11 J 1I1.l I I .l I I l I111 i' I I_ 1 1 i I Bl llllllll I I ' ' I I I i' I I I I I I I j I I 0 ' !1 J f\fll rm II 11 11 11 n II 1 11 11 H 111111 H 11 II 111 111 I ITITII II I 111 I I I rrtl /; I ·-½1 I I I I I I I I I I I I I I ~ i _l I I T T I I I I I I I I I I I I r -I I I I I I T T T T T I I I I I I I I I -\-I I I I I I I I I I I T I I I I I I I \__ TUBE STEEL CANTILEVER @-I I I I I I PANEL WITH STRAIGHT 16 PICKETS LS.OB CMU FREESTANDING@ WALL LS.02 q_ z 0 ;= u w 0:: ->-□II ~ l!> w iY CJ= q_ z= <w :c w 16'-0" 4'-5" u °' ·, , 2 EQ. , ~ TUBE STEEL ~FENCE ~ 1~111 ~ ~~ H I ~~l H [ i~l~I ~~ 1 . illilllllll_ll II II Ii II I I IJ[I I ' I I 1 1 I' I t ' I _I _ I l ~ l, n I LI n I Ulr!Trn ~ II ii 1I llTI IIBTlli I I I I I IT T T I _ ..... ,·-··r ·., .. T ... I I I I I I l _ I I I I I I I I I I I I I i I ·1 I I I I I I I I I I T , T T T I I Ir--"--1~-,~-r--'-~----.~, I I I I I I I I I I _L I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I 1 1 1 1 1 1 I I I ·1 I I I ' ' T T I I I I I I I I I\ I I I I I I I I I I I I \ I I I I I I I 'C' ~~~AINING ~ WALL ~ SEE SHEE T L0.01 FOR TYPE AND FINISH TYP. I I I I I I I I I I I I I I I ~ w (.') z < I u :::J ~ >-I z CJ o --a:: >-= U o W W g; w o w I I I l MECHANICAL J ROOM DOOR r I I I I llrl I I I I I I ' I I I I I I I I, 21'-7" . , 6EQ. , ,- '0" 1'-0" -, , . I ---=11 ---=-----=--n--------r-------r=-~1--II I II f =--,----II II II I II ll II II :1 !! I__ I L~_1~_11~~ == !! FINISH SURFACE -/ SEE CIVIL PLANS FOR __/ GRADING . 320'-9" SECTION THROUGH RAMP / 1I4";1'-o" 96'-0" 12 EO. , 09 I' 1 I I II ~ JI I I 11II ~H I Ulilllllll1 1111 11 I I [, lllU II I II I 11 1111 _ 11 llillilllli I 11 I' 1 1 I I I I I I I ' j II I II I I I '1 I II I I I I 11 I 11 1111 11 I I ITI 1111 111 11 I II I 11 1111 1111111111 1-IITITT l[ Tirrnr l I I I I ·=-r I i\ T I I I I I I I I I I I I 1 1 1 1 I I T I I \J 1 1 1 1 1 T T T I I I I I I ' ; I 1' I I I I ' I I __l_ I I I I I I I I I I I \I I I I I I I I I ', T T T T T T I I I ' <? '° ' ' I fll l lllll-!, I I i I I I ' I I I q_ s 0 0 ZzJ ~Ii§ uJ -o w w -"' w -a:, (_') ,-N (_') ,-N Z U 0 z Oo <.C~w ~ <( w w I _ W _ :r Q:;: lU UOU)UJ q_ o o w ~ 16'-0" I, 3'-7" I, . 2 EQ. , , II I ILLIJll_ illlli llil Uil1UJ I I ,I I I I !, I I '1 . rl I ,I I II ' IU I 111 I 111 II II 11 '11111 II ITI 11 111111 H I lrl I ' ' I I I I I I ' I FINISH SURFACE __/ I TUBE STEEL °' FENCE WITH 02 HANDRAIL @ AT RAMP I 'I ' I CMU RETAINING WALL _/ PERPENDICULAR TO VIEW I STRAIGHT PICKETS 15'-0" 2EO. i', I ' I I ' I I I I T T ' I I I 0 z ZJ w o w -"' "' ,-N z U o <t Ww I "' w '-' ow , , llllWlJJ I I I I I I I I I II . I I I l ' I I I 10 CMU RETAINING @ WALL SEE SHEET L0.01 FOR TYPE AND FINISH TYP. . ' ~ ~ . I l T I I? ELEVATION OF FENCING ALONG RAMP q_ 114" ; 1'-0" z 0 ;= u w g; s □l o ZJ -w w a:, (.') 0 z-<( w I w uw --, ·' I !II UH!iliillll lillllllinJ[llill i!IIH!i1!![11! I llillJ ' ' I I I S' ~ ' ' I I ru1 un1 11 11d ; tr ' I I I I [ ITITlfillfill II l . ' I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l T T I I I I I I I I I I I I I I I I I I I I I I I J > I I I I I I I I I I I I I I I I I I I I I u I I 1 I 0:: w I .T 03 I I ~I I l ~T I~'\ I I I I I I I \ I I I I I I I I . I I '( I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ FINISH GRADE ' \ -, r 1 1 \I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T T a. ~~~AINING @' ~ CMU @' ~ TUBE STEEL FENCE @ I I ' I I I I I I I I I I I I I I ! I I I I I I I I I ' I I I I I I I I I I I . WALL Li02 JOINT PER L5.D2 LS.OB ~ I' SEE SHEETL0.01 FOR TYPE AND FINISH TYP. ' ,, S' '° • ' J > 0 a:: w ~ . ' w s (.') 0 Zz J < 0 w I _ m u >-= J u -JW W ~ a::'.11.,, 5'. i3 UJ ELEVATION OF FENCING ALONG NORTH EDGE OF POOL 114" = 1'-0" 02 q_ ,-Z Z IL ~Q ~ (_') I-0 z U -<: w w I~ UJ U D W q_ q_ ,. 3'-11" , -, ! I IJ I @ TUBE STEEL FENCE -I I ' ' cc ~ -:.... :: I I I J I 5 I I 0 I a:: w I I a. l I I I . ' ~ w CJ Z zt;:: <( 0 UJ I -J U ,-O Ju _ J Ww < a:: w :s: 0 U) ' -5'-5" . 24'-0" -, 3EO. !~ llllillill WIJllilll _ 11 ' ~~~~!!~~h~~~~nt:~1 ~™1~1 i l r ~ II I 3 1 1~~~~~u~~~ ~ -_ " " " I! II ! II I! ! II !I 11 II . II I II II I II II Ii II , 11 I! 11 11 II e (/) I' • " ' ·' " '· J u ' " "Lt:'.." u LI ' ., u " " u ' ' J " ,. " " " .J 'J , -I ---1, -----J 1: -. • ------ 1 I T I : T I ~ I I I w z I I I I I I I \ I I I I I I I I I I I I \ I I I ~TL..,-_TL..,-JT_J, ___ 1 I I \ I I I 1 i~~l~~l~~l~~l,+-r-~I-_lc..,_lc..,_~1 .\ I I I I ...J I u I <( I I I I \ I I I I I I I I I I I I , I I I ~ I I I T I I \ T I I \ I I I 'i I I I I , I , I \ I I I \_ TUBE STEEL FENCE \__ CMU @\_FINISH SURFACE TIE INTO @ PERPENDICULAR TO RETAINING 10 AT POOL DECK EXISTING 09 VIEW, SEE 04/L4.03 WALL Ls.o, (BEYOND) WALL PER Ls.o, SEE SHEET L0.01 FOR TYPE AND FINISH TYP. (E) RETAINING WALL ~ RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP. DATE REVIEWED BY· ELEVATION OF FENCING AT CHAMFERED EDGE OF POOL 114" = 1 '-0" 10 ELEVATION OF FENCING ALONG WEST EDGE OF POOL 114" = 1'-0" 04 INSPECTOR DATE ARCHITECTURE ENGI NEEl{JNG INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1 o o 1 Office LPADesignStudios.com 5301 California Avenue, Suite lOD Irvine, California 9 26 17 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD This document and all oilier project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents a,e 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 fonh in the contractual agreement bet.veen LPA and its Oen1. The unauthorized disclosure and/or use of the project documents (including the creation of denvat1vc works). may give rise to liabili1y for copyright infringement. unlawful disclosure, use or f----------, misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the rec.m,ery of monetary losses and damages including attorney fees and casts for which the unauthorized user will be held liable. Project documents describe !he design inten1 of the work and are not a represent,:1lion or as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 10D% SCHEMATIC DESIGN 06/2712023 100% DESIGN DEVELOPMENT 09/01 /2023 50% CONSTRUCTION DOCS 11 /13/2023 1st PLAN CHECK SUBMITTAL 01/2912024 2nd PLAN CHECK SUBMITTAL 05/01/2 024 3rd LANDSCAPE SUBMITTAL 08I09I2D24 3rd LANDSCAPE SUBM ITTAL 09/25/2024 ADDENDA 1 11126/2024 DEH RESUBITT AL 01 /3D/2025 -------'-------~---l----+------------------l-----+---+----+----l I SH7EET I Job Number r- ENGINEERING DEPARTMENT Checked By ;:::::===-===================~ CITY OF CARLSBAD Scale Date Published / 01/30/2D25 SECTIONS AND ELEVATIONS L4.02 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DE SCRIPTION OTHER APPROVAL LANDSCAPE IMPROVE MENT PLANS FOR: MONROE STREET POOL REPLACEMENT OV\JN BY PROJECT NO. DRAWING NO DATE INITIAL CITY APPROVAL CHKD BY· ___ _ RVWD 13Y: LPC2O24-OOO8 PUB2O23-OOO4 199-4L ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTIJRE PLANNING 949-261-l DOl Office LPADesignStudios,com 5301 California Avenu e, Suite 100 Irvine, California 92617 w w M u-= z>w llJ O U.l Ci. ~ f-U) ,,,. 1'-8" ,,. , , Ci. T-8' ., , SEE SHEET L0.01 FOR CMU TYPE AND FINISH TYP. -' ru I llllfilj II U ' ~ 9 "' ' ' -~ • <' CONCRETE P PO _/, ~ -ljj_- AVINGAT -=I[[=[[[ [[[_ OL DECK -11 1=1 I 1=--=1 I I I 1' FENCE WITH _, I I I I I I I 9 i'o J L r 1n11 I I I H ITTlllli ' h I I ~ \I I I I \ I I I ~ > \ I I G I \ I I I 0: w I \I \ I Q_ W TUBE STEEL ~ STRAIG HT PICKETS l~. I I \ I I\ I \ I - SEE SHEETL0.01 FOR CMU TYPE AND FINISH TYP (E) RETAINING WALL J (FOREROUND) ~ CMU RETAINING " w ~ THW ~ WALL TUBE STEEL FENCE WI STRAIGHT PICKETS SECTION/ELEVATION OF FENCE AT SOUTH CORNER 1/4" = 1 '-0" 11 (E) FINISH SURFACE J FENCE POST AT CMU WALL PER STRUCTURAL CONCRETE PAVING AT POOL DECK ' -' CMU FREE@4 ~-+---STANDING WALL L5.02 PEDESTRIAN SERVICE 02 TUBE STEEL DOUBLE @ GATE LS.OS TUBE STEEL FENCE @ WITH STRAIGHT o4 PICKETS LS.08 SECTION/ELEVATION OF STORAGE GATES 1/4" = 1 '-0" 10 I _I TUBE STEEL FENCE, SEE 031L4.01 @ PERFORATED METAL SINGLE PEDESTRIAN GATE WITH PANIC HARDWARE (E) RETAINING _/ WALL _, ~ 9 "" - W CMU RETAINING ~ WALL 0: Ci. 5 =o u 15 z w & I~ w .., Q_ s s! WW g u-z> w wo w ~ ~,"' 3--0· r- .J]tll1I • I ct. . . . - 3'-7' 2" CLR. lllllllli := Ci. ,. ,. TUBE CANTILEVER STEEL PANEL WITHSTRA ,, j IGHT '" " ~ ~- ~- ~ i' I @ PIC (BE 8 PO 'KETS YONO) OL DECK FENCE POST AT:__,/ ALL PER CMUW STRUCTURAL I-\ ~ I ,_ ,1llli1r1111 1m" - / \ / - CMU RETAINING WALL ~ SCOREBOARD PER AQUA Tics------------ I [ 1_1 I I I ; CMU JOINT PER ~ ~ -J CMU FREE w STANDING WALL~ =---i FOR SCOREBOARD FOOTING ~ CONFIGURATION SEE ~ l FINISH SURFACE ELEVATION OF ON DECK STORAGE CMU WALL 1/4" = 1 '-0" 03 Ci. T-0' 2'-6" I 4'-0" CLR. ~·~™~j 1 11 TUBE STEEL FENCE ~ ~ I :i' 11 I I I :: : :, t : :, I TUBE STEEL CANTILEVER PANEL II-++----WITH STRAIGHT PICKETS :,. ',, 1t !!; 11·-o· ~-----.1 1 • Ii I t· I ,.~~---~,:Ill W CONCRETE ~ STAIRS Ci. ,. 4'-2' . 6'-0" I CLR. , 1 'I. Ci. z 0 ;::: u w 0: 0 :e:I w (.'.) z -< I u ,. HANDRAIL AT STAIRS@ 1'--0" I 1'-0" 3EQ. SECTION/ELEVATION AT STAIRS 1/4" = 1'-0" Ci. 13'-10" I, 2EQ. 1, 2" -"-CLR. ~ II ~ l ~ 111111 11 1I ~ ~ ~ ~ ~ -I 7 I I 05 ' ' I~ I ' ~ (E) CHAINLINK :;; I I I FENCE ~ -1. - \__J Tllflflll lllf Jli Hll llll li lili li I .\l H H li li H II '.I 11 li ' GATE \ TUBE STEEL DOUBLE \ FINISH SURF Ai TUBE STEEL FENCE WITH - 10 02 04 L5.02 PEDESTRIAN SERVICE L5.08 STRAIGHT PICKETS L5.08 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECI SE LOCATION OF PLANTING AREA. "AS BU il T" EXP. DATE REVIEWED BY: SECTION/ELEVATION OF TUBE STEEL FENCING BY SOLAR PANEL YARD 1/4"=1'-0" 04 INSPECTOR DATE MONROE STREET POOL REPLACEMENT This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are \he property ot 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 disdosure and/or use of the project documents (including the creation of derivative works), may give rise to liahility for copyright infringement, unlawful disdosure, USP-or misappropriation of property rights held by LPA_ The unauthorized use of the projecl documents will give rise Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/2912024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL D9/25/2024 -------f-----l----+---+-------------------+----+---+---1-----1 I SH8EET I Job Number Checked B y :===::::..:======E=N=G=IN=EE=R=IN=G=' D=E=P=AR=T=M=EN=T======: CITY OF CARLSBAD Scale LANDSCAPE IMPROVEMENT PLANS FOR 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD Lo the recovery or monetary losses and damages induding attorney fe1:=s and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the \NCJrk 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. ADDENDA 1 11/26/2024 DEH RESU BITTAL 01/30/2025 Date Published 01/30/2D25 SECTIONS AND ELEVATIONS L4.03 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL MONROE STREET POOL REPLACEMENT APPROVED: ~ ~.I«.(,/~ 4>l~tz~ PLJ\NNING 7-DATE OWNBY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY, LPC2024-0008 RW.,,DBY· PUB2023-0004 199-4L CITY APPROVAL ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Aven ue, Suite 100 I rvin e, California 92617 q_ 5'-6" ~ TUBE STEEL ---------1 ~ FENCE =' > u a: w "-@coNCRETE PAVING 2" (E) CHAINLINK CLR FENCE~ TUBE STEEL CANTILEVER / PANEL WITH STRAIGHT PICKETS I q_ 1'-10' ! II ,/'I .1 I 5'-0' "' t -0: ~ ::> u 0 z w ,_ "-I ffi 1$:2 0.. s: a:::: w w~ u-= z>w wo w I.L I-(/) lllWJll ' I I I ' I\ TIITT!ll :1 ;, C, -' = 11 In . I \ i' \_ TUBE STEEL FENCE WITH ~ STRAIGHT ~ PICKETS ELEVATION OF FENCING ADJACENT TO VEHICULAR GATE 1/4" = 1'-0" 10 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD This doa_1ment 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 andfor use of the project documents (including the creation ot derivative works), may give rise 1o liability for copyright infringement. unlawful disdosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise lo the recovery of monetary losses and damages including atlomey fees and costs for which lhe unauthorized us~1· will be hekJ 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. SHP.DE STRUCTURE PER USA SHADE (DEFERRED SUBMITTAL) CONCRETE PAVING AT POOL DECK q_ q_ 2'-4" / @ TUBE STEEL FENCE ---+------< (E) RETAINING WALL ~ (E) FINISH SURFACE ~ SECTION AT CMU RETAINING WALL 1/4" = 1 '-0" 08 5' = ~ TUBE STEEL FENCE WITH ~ STRAIGHT PICKETS "' t '.'i ::> u 0 z w ~ t;:: w lw 0.. :s:-_J lll UJ C> ~>~ wow ~ >-"' 2'-8" 2" CLR. " ~ .,, i") ,, -bl,r-1 ------~C-LR-------,,l'I-I I --11'----FH ~~~~~~ ~CLR~. illUJL (;;'\ TUBE STEEL ~ VEHICULAR GATE @ PERFORATED METAL SINGLE PEDESTRIAN GATE WITH PANIC HARDWARE *VEHICULAR GA TE TO BE LOCKED AT ALL TIM ES" POOL DECK TUBE STEEL CANTILEVER PANEL WITH STRAIGHT PICKETS ELEVATION OF VEHICULAR GATE 1/4" = 1'-0" 4'-5" 04 SHADE STRUCTURE PER USA SHADE (DEFERRED SUBMITTAL) CONCRETE @ FREESTANDING WALL °' (BEYOND) LS.OJ CONCRETE PAVING AT POOL DECK SECTION AT EXISTING RETAINING WALL 1/4" = 1'-0" 02 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUil T" RCE EXP DATE REVIEWED BY INSPECTOR DATE Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 J _o_b_N_u_m_be_r __ -+-----f----+---+----------------------1---+---+----+----I I SHgET I Checked By ~==:::...:======E=N=G=IN=EE=R=IN=G=D=E=P=AR=T=M=EN=T======='. CITY OF CARLSBAD 100% DESIGN DEVELOPMENT 09/01/2023 50% CO NSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL DS/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11/26/2024 DEH RESUBITTAL 01/30/2025 Scale Date Published 01/30/2025 SECTIONS AND ELEVATIONS L4.04 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED: ~~7 1[1.P(ZlP PLANNING ,, DATE OWN BY· PROJECT NO. DRAWING NO_ DATE INITIAL CHKD BY· LPC2024-0008 RV\/VDBY· PU B2023-0004 199-4L CITY APPROVAL 3 2 5 7 8 4 ' ' " >1 4 " a 0 <l " " " ., ' <l \ / / ' < -~ 4 " " "' ' ' " \ 0 I-1-1---' ' -------4 \ I 111==111==1 II 11: I, I 111: ,-=I 11 111 111 111 -I 1=1 I l=I~ ' "o ' 1-1 1-1 1~1 1 1 11 1-11 1 I l l 4 2" L 4" 4 1 OJ [I] [I] CONCRETE PAVING; REFER TO DTL.ffi 24" DOWEL@ 18 O.C CONCRETE PAVING STEEL REINFORCEMENT; REFER TO OTL. BA.SE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT 6D ~ [I] [I] IT] [I] IT] 1/8" RADIUS ~ EXPANSION JOINT; REFER TO OTL. 0 CONCRETE CURB; REFER TO CIVIL DTL. DRILLED 5/8" DIA. SLIP SLEEVE AT CONCRETE CURB; DOWEL TO HAVE FREE MOVEMENT TH IS SIDE PAVING JOINT AT CURB 1'-6" t I 9" .L-----i 6 ' I. -~ 11-:-~ • I PLAN VIEW OJ CONG. PAO: COLOR AND FINISH PER MATERIALS LEGEND IT] ADJACENT CONC. PAVING PER MATERIALS PLAN 3"=1'-0" [iJ LIGHT BOLLARD; REFER TO ELEC. SCHEO. FOR FIXTURE TYPE ~ :~:~~~:GB:::: REFER TO DETAIL@ [iJ LUMINAIRE PROJECTION -SHALL NOT EXTEND INTO ADJACENT WALKWAY 14 CONG. PAD AT LIGHT BOLLARD 1-1/2" = 1'-0" 13 MONROE STREET POOL REPLACEMENT ARCHITECTURE ENGINEERING HHERJOR DESIGN LANDSCAPE ARCHITECTURE PLA~JNING 94 9-261-1001 Office LPADesig nStudios.com 5301 California Avenue, Suite 100 Irvine, Californ ia 92617 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD d w d w [D [I] [I] [I] [I] [6J [I] 4 I 5 3 -----1 --- " < <l -4 "·-1 ' " " • C ' L __ ------------~ -<l • <l 4 tr , I i II =111 111==11I 111=1 11~1== 12" 3" CLR. /. -I NEW CONCRETE PAVING AND ffi2 REINFORCEMENT; REFER TO DTL. _ EXISTING CONCRETE PAVING 5/8" X 24" SMOOTH STEEL DOWEL AT 18"0.C. 5!8" SLIP SLEEVE DRILLED INTO EXISTING CONCRETE PAVING; DOWEL TO HAVE FREE MOVEMENT ON THIS SIDE JOINT SEALANT WITH SILICA SANO WITH BACKER ROD BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT 118" RADIUS; AT NEW CONCRETE PAVING 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 PL.ANS FOR LIMIT OF DEMOLITION. D. GRADE BETWEEN ADJACENT PAVING MATERIALS SHALL NOT EXCEED j" PER 118-303 CONCRETE PAVING TIE-IN 3"=1'-0" 1 1 6 r G I I -111 111==1 11== 1 I I I I 11 111-, :_de';, ·-I I '-I' 1-111-~1 -±±.~I' lc":!:..'"i":"1 ':"d=3_t-1rt=t-~"'1,-cs !;:________,,. 0 -, I 1-1-, ,--,-,_i-1 1-14 -1 -,-'-'t'-1 I CLR. u ~ I I TYP. I 81-----< OJ CONCRETE PAVING: REFER TO DTL. ffi [Ij ADJACENT SURFACE/ FINISH GRADE: REFER TO PER MATERIALS PLAN [iJ #3 REINFORCING; CONTINUOUS [I] [I] IT] [I] IT] EXTEND REINFORCEMENT FROM PAVING INTO THICKENED EDGE & WRAP ENDS THICKENED EDGE: 1?' 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 ANO FOOTING WHERE OCCURS, TYP. NOTES: ffi4 A. ADD EXPANSION JOINTS AT ALL THICKENED EDGE CONDITIONS ADJACENT _ TO OTHER PAVING TYPES PER DETAIL G"'\ B. PAVING JOINT AT CURB PER DETAIL 0 CONG . PAVING THICKENED EDGE 1-1/2" = 1'-0" 10 This dorJ.1menl and all other project documer1ts, 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 whale or in part tor any project or purpose except as set forth in the contrnctual agreement between LPA and its Client. The u11authorized disclosure amJ/or use of the projecl documents (including the creation of deriva1ive works), may give rise to liability for copyright infringement unlav.ful disclosure, use or misappropriation of property rights held by LPA. The unc1uthorized use of the project documents will give rise to the recovery of monetary losses and damages induding attorney fees anJ costs for v1hich 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 prrijerl documenls and lhe existing conditions. ©LPA, Inc. CL i'= 3 ®1 QC I _J u ;,., - I I -1 -=1 ' 1 1 1-1 1 1- OJ [I] [I] [TI CONCRETE CURB FG/FS OF ADJACENT SURFACE VARIES PER CIVIL FENCE/NETTING CONCRETE CAISSON, REFER TO STRUCTURAUSPORTSFIELO SPECIALTIES DETAIL ~~ ~~ WATERPROOFING WHERE PLANTING OCCURS, TYP PER ~ 01M. //;J VERTICAL REBAR@ 12" DC MIN. ff4 HORIZONTAL REBAR@ 12" OC MIN. FENCE!NETTING POST PER 6:uG'\ ~~ [JJ CONCRETE PAVING AND ffi2 REINFORCEMENT PER DETAIL _ [I] EXPANSION JOINT FILLER; MATCH FULL DEPTH OF CONC PAVING; REFER TO SPECS FOR MATERIAL 4 [I] JOINT SEALANT; COLOR TO .,_ -.('.]..,...... " I , ., MATCH CONCRETE COLOR " ' < WiSEEDED SILICA SAND ' I 11 I 111=11=1 11 _ [I] BASE MATERIAL ANO -I I I 1 11 1~11,~I I SUBGRAOE PER GEOTECH I I 1 1 =Ill= 1 1=111~ REPORT 2' [I] FACE OF VERTICAL SURFACE CLR 4 IT] 118" RADIUS NOTES· A. PROVIDE EXPANSION JOINT AT ALL VERTICAL SURFACES. EXPANSION JOINT AT VERTICAL SURFACE 3"=1'-0" 06 7 1 4 < " 4 ' ' < " ·" < ,_.._ " 4 q ' 4 A. SAWCUT CONTROL JOINT OJ [I] d w 0 w 2 CONCRETE PAVING; REFER TO MATERIALS PLAN KEYNOTE LEGEND FOR FINISH & COLOR. FOR PAVING THICKNESS & ~ REINFORCEMENT SEE CIVIL~ NOTES: ffi A. SAWCUT & EXPANSION JOINTS; 04 REFER TO DETAIL. _ B. PROVIDE DOWELS WHERE NEW EB CONCRETE TIES INTO EXISTING 11 PER DETAIL. . C. PROVIDE THICKENED EDGE AT EB COLUMNS, SITE AND BLDG. 10 WALLS, AND WHERE PAVING IS - ADJACENT TO PLANTING AREAS. d "'T"" ,.r-,--,, [I] D. EXPANSION JOINT AT VERT.~ SURFACE. REFER TO 0 E. PAVING JOINT AT CURB, REFER TO~ F. DO NOT ALLOW CONCRETE 0 OVER-POUR INTO ADJACENT PLANTING AREA. CONG , RETAINING CURB@ FENCE l-1 "=_ 1 • 0 " I 08 7 2 6 l 4 CONCRETE PAVING 3":: 1'-0" 02 TYP. 4 5 6 1 TYP. 4 ' d ' ' " " a "' OJ CONCRETE PAVING: 6i'\ FIN. GRADE: PER DETAIO [I] 1/4" EXPANSION MATERIAL; HOLD 1/2" BELOW FINISH GRADE; REFER TO SPEC FOR PRODUCT INFO. [TI DOWEL: PER DETAIL ffi GJ 1/8" TOOLED RADIUS IT] JOINT SEALANT WITH SEEDED SILICA SANO; SANO IS TO BE CASCADED OVER JOINT, EXCESS TO BE BRUSHED AWAY; COLOR TO MATCH CONCRETE [6_J CLOSED CELL BACKER ROD NOTES: ffi FOR ADDITIONAL INFORMATION 04 REFER TO DETAIL _ POUR "A" POUR '"B" " ' ., " ., "/ < ' " " ' < ' -_, ,., a 4 4 B. EXPANSION JOINT OJ [I] [I] [I] [6J [I] @ CONCRETE PAVING; REFER TO DETAIL 0 SPEED DOWEL; BY SIKA CORPORATION CONCRETE ACCESSORIES PRODUCT# PSD12/#4TX SAWCUT CONTROL JOINT; 1/8-INCH WIDE; CUT TO 114 DEPTH OF SLAB PROVIDE TIGHT 1i8-INCH RADIUS ON EDGE OF PAVING BEFORE SAWCUTTING. @ 03 CONCRETE PAVING REINFORCEMENT: REFER TO DETAIL C10 UT\ JOINT ENLARGEMENT; REFER TO DETAILO PEDESTRIAN: 518" SMOOTH STEEL DOWEL 24"@ 18' O.C. VEHICULAR 5/B" SMOOTH STEEL DOWEL 24"@ 18" O.C. AGGREGATE BASE ANO SUBGRADE; REFER TO PAVING DETAIL@ NOTES A. REFER TO SWIMMING POOL DETAILS 1 ANO 2 ON SHEET SP-6 FOR JOINTS AT POOL COPING AND DEEP WATER GUTTER RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AR EA. "AS BU il T" EXP DATE REVIEWED BY: EXPANSION JOINT ENLARGEMENT N.T.S. 07 CONCRETE PAVING JOINTS 3" = 1'-0" 04 Submittal Date 1D0% SCHEMATIC DESIGN 06/27/2023 10D% DESIGN DEVELOPMENT 09/D1/2023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01 /2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/2512D24 AD DENDA 1 11126/2024 DEH RESUBITTAL 01/30/202 5 INSPECTOR DATE Job Number __ ---i-----~---+--+--------------------f----+---+---+----j I s1QT I Checked By ~===-=======EN=G=IN=E=E="='N=G=D=E=P=AR=T=M=E=N=T=====~ CITY OF CARLSBAD Scale Date Published 0 1/30/2025 CONSTRUCTION DETAILS LS.01 LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANNING DATE t-----t---1----------------------+----I----+----+---~DW~N:;;B;Y:=_~~~~~~~=-::::;-;===::::;;P;:;R;:;OJ;E;C:;:T;;;N;:;0===:;-;::::;0;;R;:;A;;1N1;;N;;G;:;N:;;0;::::= DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -----L P C2024-0008 RVWD BY P UB2023-0004 1 99-4L OJ [I) [I] Z-6" EB CONCRE1E CAISSON PER L@ METAL PICKET GATE POST PER 1 #3 TIES@S" 0 .C. ALTERNATE 135 DEGREE HOOKS ALONG PERIMETER OF CAISSON [±} (4) #4 LONG. BARS WI STD. 90 DEGREE HOOK COMBINED CAISSON W/ (2\ POSTS EXEMPT FROM DSA ss REVIEW 8" ~r " " ' " ,~ " ' ~ / _," " 1"=1 '-0" 0 / / ~ " d //.//,, ✓:/:: "' 0/// -t~ BACKER ROD AND SEALANT EACH SIDE WITH 318' EXPANSION MATER/Al '-HOLD 3/8" CLR. SPACE NOTES: PLAN VIEW DETAIL A 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'-D" O.C. ,,.,,,,-CMU WAL (AT SHRUB) JI ' L ' > i 16' TYP. i HOLD 318" CLR. --»- <> 0\ \__:_) ;\ ' CONTROL JOINT@CMU WALL 1 1/2"" = 1 '-0" CTL JT @CMU 09 3"TYP. OJ LIGHT POLE PER ELECTRICAL PLANS. [I) POLE BASE COVER, REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. [I] FINISH GRADE@ PLANTING. 0 FINISHED SURFACE PER MATERIALS AND 2" TYP. /-o--jf---, 8 ----IT] ----IT] e------------7 c------------4 [iJ PRE-CAST TRUNCATED DOME TILES BY WAUSAU TILE. COLOR TO BE FEDERAL YELLOW (33538) OF SAE AMSSTD-595A. SHALL COMPLY WITH CBC 11 B-247, 118-250, 11B-705 [I) MORTAR SETTING BED PER MANUF. [I] CONCRETE PAVING PER@2 LS.01 0 BASE MATERIAL AND COMPACTED SUBGRADE PER IT] GEOTECHNICAL REPORT@ EXPANSION JOINT PER L5_01 [I] NOT USED OJ CMU WALL; REFER TO MATERIAL PLAN IT] BACK EDGE OF REVEAL. REVEAL TO FOR FINISH AND COLOR BE CONTINUOUS ON ALL SIDES OF WALL UNLESS OTHERWISE [I) ADJOINING WALL, BUILDING OR OTHER INDICATED ON PLAN DR ELEVATIONS VERTICAL SURFACE [I] 0 INSIDE EDGE OF REVEAL BACK EDGE OF WALL IT] 1/8" TOOLED/STONED CORNERS AND 0 2" X 2" REVEAL. FINISH ALL EXPOSED EDGES EDGES TO MATCH FACE OF WALL IT] COLD JOINT REVEAL AT END OF CMU WALL 3" = j'-0" 03 2.3'-2.4" 2 3"-2 4" " -, © @ @ © © © @ @ @ (:) 0 @ © 10 10 @ © © © © © © @ © © © © @ © I '2 !- @ © @ © © © @ @ @ @ @ © © @ '" -. P.0.T DIRECTION @ @ @ @ @ @ © @ @ © @ © @ @ @;_ ~ -r,- f.- @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ ~ 9 ~ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ "' = @ @ @ @ @ @ @ @ @ @ @ @ @ @ a / 4 " / f-',,-.,,'±b,-,',Jrnf---'-""'-1 I LAYOUT PLAN 0 f! ' V OJ " " , " " " //" ' ' "" /,,,,/ 2" X 8" X 16" SOLID CAP. FROM RCP BLOCK AND BRICK OR EQUAL; COLOR ANO FINISH APPEARANCE TO MATCH FACE OF WALL. [j] 1" DRILLED DEPRESSION 3/4" DEPTH. ' ///" " " < / / / / Tf 11 ' ' OJ 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(1CC ESR-2682) NOTE: PER STRUCTURAL [±} B"x8"x16" CMU. COLOR PER KEYNOTE LEGEND ON SHEETLD.01. A. CAP TO BE FLUSH WITH FACE OF WALL MANUFACTURER TO CUSTOM CUT BRICK CAP AS NEEDED. A. LIGHT POLE BASE IN PAVING z <( ~ a_ (') z 0 U) ;:; "' (') ct:~ <( ~ > "' u 0 >- O'. w ~ w O'. ~ O'. ::, w >- a_ ~ "' >-"' i w u z~ W-~« ~ O'. w □ w O'. >-<( U) ::, w (') m >-::, <( >-D @)~ D ,S ~w ~CD w _, qN a,- +10 CMU WALL CAP 12 IT1] 2 1----------+,l/ SM tat,-" .......,--,;-11 I • l W-::wtm==tH==~~-, a ' C 1 1 ~ I 3 l--4'i--m~mr=l---1- ~~ 1 1 1 I 5 ,;: -I ",.c:J.-=-,c_[___JI_ l-1 ,: <l <] <l - 3" = 1'-0" 14 OJ 8x2x16 CMU CAP; MATCH WALL BLOCK COLOR. ffi4 SEE LEGEND ON SHEET LO 01 FOR COLOR AND FINISH [I) CMU BLOCK: 8x8x16 RUNNING BDND; COLOR AND FINISH PER MATERIALS LEGEND. SEE 01/S1.12 FOR REINFORCING INFO. [I] INTEGRAL COLOR GROUT, PER SPECS. @2 0 FOOTING DIMENSIONS AND REINFORCEMENT S1.11 PER STRUCTURAL DETAILS. IT] FLUID APPLIED WATER PROOFING; APPLY 2 COATS: FULL HEIGHT OF WALL m PROTECTION BOARD OVER WATER PROOFING 0 3/4" DRAIN ROCK [1_] 'MIRAFI' /40N 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. CD:] SUBGRADE: COMPACTION PER GEOTECHNICAL REPORT. [i] FENCE OR GUARDRAILING POST PER@4 @ 4 [5.05 [5.08 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 EB AT CONTROLATCMU WALL CMU RETAINING WALL-4' & HIGHER 3/4" = 1 '-0" 10 ARCHITECTURE ErJG[NEERm G INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irv ine, Califo rnia 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD This document and all other project documents, ideas. aesthetics and designs incorporated therein i1re instruments of service. All project documents are r..opyright protected, are the property of LPA, Inc. (LPA) arnJ L-dnnot be lawfully used in whole or in part for any project or purpose except as se1 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 unauthori:zed use uf U1e 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 exisilng conditions. LPA is not responsible for any discrepancies hetween the project documents and lhe exisling conditions. © LPA, Inc. -~ [I] CJP. CONCRETE CAISSON DIMENSIONS AND @1 REINFORCING PER STRUCTURAL S1 .11 FINISH SURFACE [sJ ADJACENT PAI/ING [I] 5/8" SMOOTH STEEL DOWEL X 12" AT X 18" 0.C, FOR [I] BASE MATERIAL & COMPACTED SUBGRADE VEHICULAR USE "SPEED DOWEL". SEE SPECS. PER THE GEOTECHNICAL REPORT. 0 ¼" RADIUS TYPICAL. [ioJ CONCRETE CURB PER CIVIL DWGS. 7 11 IT] BASE PLATE AND ANCHOR BOLTS PER POLE MANUFACTURER SPEC'S. [ill #I REBAR AT 18' O.C. EACH WAY [I] AT PLANTING CONDITION -TOP 4" OF CONCRETE FOOTI NG TO BE SQUARE NOTE: AND TRANSITION TO CIRCULAR BASE. A. TOTAL LENGTH OF TRUNCATED DOME TILES PER PLAN. PER STRUCTURAL B. LIGHT POLE BASE IN PLANTING POLE LIGHT FOOTING 1"= 1'-0" SCALE ~ Submittal Date 100% SC HEMATIC D ESIGN 06/27/2023 100% OESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/1312023 1st PLAN CHECK SUBMITTAL 01129/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBM ITTAL 09/25/2024 ADDENDA 1 11/26/2024 DEH RESLIBITTAL 01/30/2025 / J w ·· PER STRUCTURAL Job Number Checked By Scale U) 6 ~ w cj O'. w a_ ,-c I Date Published 01/30/2025 CONSTRUCTION DETAILS LS.02 08 r 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 ;:; O'. ::, w >- OJ [I] 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 @ :::A::~O::~:::: TF~::~CG::l~:::::NGL::~ ~ 02 ~ FOR CMU WALL WITH SCOREBOARD, SEE r-----, S1 .12 COMPACTED SUBGRAOE PER GEOTECHNICA EPORT NOTES: ffig A. SEE DETAIL AT COTROLAT CMU WALL - _____l,,75 a_ ~ ---~ O'. -----'lit, CMU FREE STANDING WALL 3/4" = 1'-0" DATE INITIAL DATE PLAN 4'-0" PRECAST PAVER-TRUNCATED DOME TILES 1-1/2" = 1'-0" SAME 02 04 INITIAL DATE INITIAL I s11ET I RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ENGIN!::l::RING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED: ~Au /law~ i I t.,,/-z <e Plft.NNING --;r-DATE D\NN BY: PROJECT NO. DRAVi/lNG NO. CHKD BY LPC2024-0008 199-4L l:NGINEER OF 1/1./0RK REVISION DESCRIPTI ON OTHER APPROVAL CITY APPROVAL RWIDBY· PUB2023-0004 3/4" TYP. 3t4" TYP. ~1~ 1' ~'---------1, /. 1/16" ' a , -,<' ,-- ' TYP. 1i16" TYP. ,J , ~{ ' a " " 11i~· < TYP. 2 REVEAL REVEAL@ COLD JOINT [iJ IT] OJ CONCRETE WALL PER MATERIALS PLAN. COLD JOINT. 118" 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 & EUEVATIONS FOR JOINT SIZE & LOCATION. D. ALIGN ALL FORM JOINTS W/REVEALS. CUSTOM CUT FORMS AS REQUIRED CONCRETE WALL REVEALS FULL SAME 10'-0" EQ. tj-2 4" 2' ~,,_,_- □qi □□ Z' 2" 2" t ELEVATION CONCRETE FREESTANDING WALL 14 OJ [I] [I] 0 III [TI [iJ OJ FACE OF WALL IT] AS REQUIRED ' OJ VOID FROM SNAP TIE CONE 3 4 [}] QUICK SET HYDRAULIC NON-SHRINK CEMENT III SNAP TIE -CUT FLUSH WITH BACK OF CONE VOID NOTES: A. ALL SNAP TIES TO BE ALIGNED VERTICALLY AND HORIZONTALLY ALONG THEIR CENTERLINES. 0 w "' n'. <( 5 0 w n'. 'i-- B. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SNAP TIE LAYOUT TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. FULL INFILL AT SNAP TIE VOID EQ. 4" -l I ~ z C-:a CONCRETE FREESTANDING WALL PER @ ~ I RECESSED HOSE BIB WITH METAL COVER PLATE. RECESSED GFCI, REFER TO AQUATICS PLANS AND ELEVATIONS FOR QUANTITY ANO 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 MqERIAL PLANS COMPACTED SUBGRADE PER GEOTECHNICAL REPORT E_J<PA~ION-IOINT~ T VERTICAL SURFACE PER@ -=111 L2 '-.1 <l <} L1 ' I I I \, ~ SECTION A <J 11 POOL J T CONDUIT /WATER PER AQUATIC , .,------._ NOTES: N P UM IN P AN 14 A. SEE PLANS FOR LOCATIONS. VERIFY IN FIELD WITH LANDSCAPE ARC HITECT PRIOR TO ROUGH IN ANO INSTALLATION. 314" = 1 '-0" GFCI / JUNCTION BOX AT CONCRETE FREESTANDING WALL 10 ARCHITECTURE ENGINEERING TNTERJOR DESfGN LANDSCAPE ARCHTTECTURE PLANNTNG 949-26 1-1001 Office LPADesignStudios.com 530 1 California Avenue, Suite 100 I rvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD , CA 92008 Developed for CITY OF CARLSBAD This document and all other project documents. ideas. aesthetics and designs incorporated therein are instruments of service. All project documents are copyrigt1t µrolected, 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 disdosure and/or use of !he proJect documents (including the creat ion of derivative works), may give rise lo li ability far copyl"ight infringement, unlawful disclosuie, use or misapproprfalion of property rig hts held by LPA The unauthorized use of the proJcct documents will give rise lo the recovery of monetary losses and damages including attomey fees and costs for which the unolul1101•ized user will be held liable. Proiect 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. 18" UNLESS rHERWISE NO~T_E_O_O_N_P_LA-+-----< TYP. ---__ .. __ I l o/, fl{ I 8 ~ x ~ -s: 0 as 0:: ;,. LU "-N 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 LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11/26/2024 DEH RESUBITTAL 01/30/2025 Job Number Checked By Scale Date Published 01/30/2025 CONSTRUCTION DETAILS LS.03 DATE 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 OJ [I] [I] [I] OVER-EXCAVATION, SUBGRADE SCARIFICATION/COMPACTION SHALL BE PER GEOTECHNICAL REPORT III [TI II] [TI 0 EXPANSION JOINT PER @B L5.01 17 #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 NOTES @~ A. SN~P TIESANDREVEALOO 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. 0. 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 1" = 1'-0" CONCRETE FREE-STANDING WALL INITIAL DATE 04 INITIAL ENGINEER OF \/\/ORK REVISION DESCRIPTION OTHER APPROVAL DA Ii:. INITIAL CITY Ai=H~OVAL I S1E2T I RCE APPROVED FOR IRRIGATION AND PLANTING ONLY , INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR MONROE STREET POOL REPLACEMENT APPROVED ,1 [J,, ~ .i//./,,..,,, ~ f IP/ z,t,, v PLANNING , DATE D\l'JN BY· PROJECT NO. DRAWING NO. CHKD BY: LPC2024-0008 199-4L RVWD BY: PUB2023-0004 ARCHITECTURE ENGINEERING [NTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irv ine, California 92617 3" t 1" I ~ ~ '~ [iJ [I] [I] 0 5 4 ,~ SECTION ' V l'-L __ _c3'_' __ I 1" I 1 ~ PLAN ~ CONCRETE STAIRS PERO 2 1 BALCO R-300 SINGLE COMPONENT STAIR NOSING, COLOR TO BE BLACK WITH Mill ALUMINUM FINISH 1 i2" RADIUS @ TREAD NOSE EDGE OF STAIRS [Ij ANCHOR PER MANUFACTURER STAIR NOSING 14 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 1'-6" I '-0" TOP TREAD TYP. ,. , ,J 4'... .,,-~LL-I "' ,. /l 3 " r-ITJT'IP. _/ SLOPE TO ~ w "' n' [i_J CAST-IN-PLACE CONCRETE STAIRS PER MATERIALS AND LAYOUT PLAN f'T7 RISER HEIGHT PER CIVIL GRADING PLAN: I_L_I 4" MIN -7" MAX. [I] ADJACENT SURFACE PER PLAN MATERIALS PLAN: FINISH GRADE [I] EXPANSION JOINT; ~ PER DETAIL ~ [5J STAIR NOSING: ~ PERDETAIL 0 CT] BASE MATERIAL AND SUBGRADE: PER GEOTECH REPORT. 'I _I 11-: L--L-4,~'\ DRAIN 1%: \ • TYP. d w [I] #4 NOSING BAR W/STANDARD BAND EACH END: PROVIDE 1-1/2" CONCRETE COVERAGE: TYP. PLAN VIEW [iJ [I] [I] NOTE: 6 --+---13 CONCRETE MOW CURB @ EXPANSION JOINT, SEE @ SIM. SAWCUT, SEE 1 SIM. A. PROVIDE EXPANSION JOINT AS SHOWN AT ALL CHANGES IN DIRECTION. CONC. FLUSH CURB @ CORNER 3"=1'-0" 10 This document and all other projec1 documents. ide.:is. aesthetics and designs incorporated therein are instruments of service. All project dor.uments are copyright protected, are the property of LP A, 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 r:reation of derivative works), may give rise to liability for copyright infringement, unlawrul 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 un;iuthorized user will be held liable Project documenls describe the design intent of the work and are not a representation of as-built or exlstinq conditions. LP/\ \snot responsible for <my discrcPancies between the project documents and the existing mnditions. © LPA, Inc. ...... • TYP. 4 [iJ [I] [I] 4 3 CT] (2) # 4 REBAR CONT [Ij #4 REBAR AT 12" 0.C. EA. WAY ~ 1/2" X 18" LONG SMOOTH STEEL DOWEL, 18" 0.C. [D_] HANDRAIL POST AND EMBEDMENT,@ PER DETAIL 04 LS.06 3/4"=1'-0" CONCRETE STAIRS 08 6" 1o 6 CONCRETE CURB: REFER TO [TI AMENDED TOP SOIL: FIN. GRADE MATERIALS PLAN FOR FINISH. ADJACENT TO CONG. BAND: 1" BELOW CONG. BAND AT TURF. PLANTING AREA 2" BELOW CONG. BAND AT SHRUB TOP OF BARK MULCH OR TURF. AND GROUNDC0VER AREA. #4 CONTINUOUS HORIZONTAL [sJ 1/4" TOOLED RADIUS: TYP. P.T REINFORCING. BOTH SIDES OF BAND. IT] COMPACTED SUBGRADE: PER GEOTECH REPORT. NOTES: A. PROVIDE SCORE JOINT EVERY 10'-0" OR TO ALIGN WITH PAVIN G EBO @4 JOINTS & EXPANSION JOINT EVERY 30' & AT EVERY CHANGE IN _ L5 01 DIRECTION • CONCRETE MOW CURB 3";1'-0" 07 TYP.~ EQ. i<J FLUSH CONCRETE CURB; REFER TO L'.J MATERIALS PLAN FOR FI NISH AND COLOR. [I] [TI FINISH GRADE/ FINISH SURFACE; REFER TO MATERIALS PLAN FOR ADJACENT SURFACE MATERIAL FENCE POST FOOTING N FENCE POST ~ !cl EXPANSION JOINT AT@8 L"J VERTICAL SURFACE LS.01 IT) 1/4" RADIUS, TYP. 1'-0" ---1:;:__/3 1~_11 11 -I a ,, "1= [I] (2) #3 REBAR CONTINUOUS (I] 21/2" @SHRUBS/GR0UNDC0VER 1"@ TURF NOTES: A. PROVIDE EXPANSION JOINT@± 20' 0.C. Wi TOOLED CONTROL .IOINTS AT± 5' O.C CONCRETE FLUSH CURB AT FENCE POST 1112"=1'-0" 04 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA _ "AS BUil T" EXP DATE REVIEWED BY: INSPECTOR DATE Submittal 100% SCHEMA TIC DESIGN Date 06/27/2023 Job Number Checked By ---1------i------+--+-----------------+--+--+---+----l I s13r I ;:::::=:'....'::::============= CITY OF CARLSl-lAD ENGINEERING DEPARTMENT 100% DESIGN DEVELOPMENT 09/0112023 50% CONSTRUCTION DOCS 11/1312023 1st PLAN CHECK SUBMITTAL 01129/2024 2nd PLAN CHECK SUBM ITTAL 05101/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LAN DSCAPE SUBMITTAL 0912512024 ADDENDA 1 11/2612024 DEH RESUBITTAL 01/30/2025 Scale Date Publi shed 01/30/2025 CONSTRUCTION DETAILS LS.04 LANDSCAPE JMPROVEMEN"I PLANS FOR· MONROE STREET POOL REPLACEMENT A-P-PR_o_vE_D_•~~~~~___,_~0'.!~~~---~(~/~~ PLANNING DATE '--;:=--t--::-:::::-::-+-----------------+--+-----!f----1-----1 ~:::::====:;-;:::=======:::;-;:-=-=-=-=-=-=-=-=-I OWN BY: _____ PROJECT NO. DRAVv'ING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY•-----LPC2024-0008 RVWD BY PUB2023-0004 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY /\PPROVI\L 199-4L ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLAF~NING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 [rvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST_ CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 3 r----t--1 PER PLAN 4'-0" MIN. CLR /, 1'·0" LEVEL .... I ,,.t---,~4 { L507 END l \ \ J ' / ~MID ~ \ J ' / - SECTION A This documenl and all other project documents, ideas, a1=sthetiL"S ;md designs iricorpmaled H1e:1ei11 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 LrA and its Client. The unauthorized disdosure and/or use of the projeci documents (including the creation of derivative works}; may give rise lo liability for copyright infringement, unlawful disclosure, use or misappropriation of prnperty 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 <rnrl ;ma. not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between lhe project liu<.:ur11e11b ;;nd U~ existir19 conditions. © LPA, Inc. 5 ,- I , II " II ,, 1 1 C LI -=II = I.= I L-~~ 3 ,_ ___ __,, 4 c------~11 B I I I I I ,111 I I lu_-c+--c'--.-+,--, I I II I I I i' -'-----'r-' 'I I I EQ. 11 LS.07 D w CD " w LJ --+---,__ 1'-0" SECTION Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09101/2023 5D% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01129/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUB MITT AL 09125/2024 ADDENDA 1 11/2612024 DEH RESUBITTAL 0113012025 I , I I n_ " ;;; ~ 0 n_ 0 f- " , - d ' " <l " ' ., II " " II ' LI TYP. 'i. \ L,,. POST EQUALLY SPACED +4'-0" O.C. MAX I / ' 5 " .,j ' ' RA.MP 1:12SLOPE MAX PER ELEVATION 2 /4" 0 C ,,,LJ, MAX, , TYP. I ELEVATION I ,, II ' " JI " -, LI " ' i------j3 It-It---, 4 P. 3"TYP. --r- II II II II II II LJ 5 " ,-1 1'-0" LEVEL n_ " ;;; ~ 0 " 0 SLOPE f-f-0 PER CIVIL ro " , ' --' [iJ 314" X 3" SOLID STOCK STEEL TOP RAIL. [I] 1-1/2" x 112" SOLID STOCK STEEL INTERMEDIATE RAIL m 0 [I] 1-1/2" x 314" SOLID STOCK STEEL POST. 112" x 1/2' SOLID STOCK STEEL PICKETS 1-112' x 1/2" SOLID STOCK STEEL BAR BOTTOM RAIL. BASE PLATE TYP. ALL POSTS.@ CMU RETAINING WALL FINISH GRADE NOTES: 9 "' 5 A ALL COMPONENTS ARE TO BE HOT DIPPED GALVANIZED SEEL B. GRIND ALL WELDS SMOOTH. C 118'' EDGES TYPICAL All CORNERS. D. COLO GALVANIZED ALL FIELD WELDS. GUARDRAIL 314"=1 '-0" 04 [iJ [I] OJ [iJ IT] [I] 1.66" O.D. SCH. 40 STAINLESS STEEL PIPE. NOT USED 1-1/2" x 314" THICK SOLID STOCK STAINLESS STEEL POST. 1-112'' x 314" THICK SOLID STOCK STAINLESS STEEL BOTTOM RAIL. CONCRETE PAVING; FINISH GRADE ~ POST EMBEDMENT IN CONCRETE THICKENED EDGE~ 0 IT] BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. BASE PLATE TYP. ALL POSTS. ~ ~ [I] TOP OF RAMP/BOTTOM OF RAMP 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 SURF~CE UNLESS OTHERWISE NOTED ON PLAN. F. PROVIDE HANDRAILS ON BOTH SIDES OF RAMP, TYPICAL HANDRAIL AT RAMP 3I4"=1'-0" 02 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE J_o_b _Nu_m_b_er __ -1-----l---+--+----------------1----1-----l----1-----l I sH1E4T I ClTY OF CAJ{LSBAD Checked By ~===-========EN=G=l=N=EE=R=l=N=G=D=E=PA=R=T=M=E=N=T======~ Scale Date Published 01/30/2025 CONSTRUCTION DETAILS LS.OS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED PLANNING DATE OWN BY: ____ _ PROJECT NO. DRAWING NO. DATE INITIAL CITY APPROVAL CHKD BY: ____ _ RVWD BY LPC2024-0008 PUB2023-0004 199-4L ARCHITECTURE ENGJrJEER!NG IrJTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvi ne, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD [iJ [I] GJ 4 t--11_>--~ $ I L5.07 ~ HANDRAIL POST, SEEO CONCRETE STAIRS, SEE@ 0~ BASE PLATE. SEE~ STAIRNOSING,SEE ~ ~ ,-- 1 4 I 1'-0" I " 'I " ( 4 " 4 .,o:) " ' " " 4 ' " < .; [Ij C.I.P. CORE DRILL OR PROVIDE KNOCK-OUT. SET POSTS WITH NON-SHRINK GROUT. [6J BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 1-1/2" = 1'-0" ' "4 " ,," STAIR HANDRAIL EMBEDMENT 10 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, lnc. (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 anrl its C~enl. The una11thori7.ed disclosure and/or use of lhe project documents iinduding the crea1ion of derivative wor'ks), may give rise It, liabilily for copyrighl 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 dnmages including attorney fees and costs for which the unauthorized user will he held liable. Project documents describe the design intent of the work ,md are not a representation of as-built or existin:J conditions. LPA is not responsible for any discrepancies between the proiect documents and the existing conditions. © LPA, Inc. '" ' 3 " " " .~<'.' < " ' @ L5.07 I I : ,, r I [iJ [I] 0 GJ [sJ [I] NOTES 1 .66", 314' THICK SOLID SrnlNLESS STEEL POST. FINISH SURFACE. 1-1/2", 3/4" THICK SOLID STOCK STANLESS STEEL BOTTOM RAIL. CONCRETE PAVING BASE MATERIAL .~ND COMPACTED SUBGRADE PER GEOTECH REPORT CAST IN PLACE, CORE DRILL DR PROVIDE KNOCKOUT. SET POSTS WITH NON SHRINK GROUT PER ~ 0 RAMP HANDRAIL EMBEDMENT 1 1/2" C 1',0" 1'-0' ' • 08 TYP. POSTS EQUALLY SPACED Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT. 0910112023 50% CONSTRUCTION DOCS 11/1 3/2023 1st PLAN CHECK SUBMITTAL 01/2912024 2nd PLAN CHECK SUBMITTAL 0510112024 3rd LANDSCAPE SUBMITTAL 08/09/2D24 3rd LANDSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11126/2024 DEH RESUBITT AL 01/30/2025 6 EQ. EQ. Job Number Checked By Scale Date Published 01/30/2025 CONSTRUCTION DETAILS LS.06 4'-0" O.C. MAX TREAD ,(' I LENGTH DATE INITI.O.L ENGINEER OF WORK -"\ I 2 8" I ! ' ,, " [iJ STAINLESS STEEL POST [Ij CONCRETE PAVING [TI BOTTOM RAIL@ RAMPS DNL Y GJ CONCRETE FOOTING [Ij COMPACT PER GEOTECH REPORT [6J CAST IN PLACE, CORE DRILL, OR PROVIDE SLEEVE. SET POSTS WINON 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. /~ ~ 1 112" C 1',0" STAIR HANDRAIL END POST EMBEDMENT 02 1'-0" . ' 1- [iJ [I] IT] GJ 1.66" 0.0. SCH 40 STAINLESS STEEL PIPE. 1-1/2' x 314 " THICK SOLID STOCK STAINLESS STEEL POST. 3" DIA. X 1/4"THICKSTAINLESSSTEEL BASE PLATE (11\ ~ FINISH SURFACE [Ij CAST IN PLACE, CORE DRILL, OR PROVIDE KNOCKOUT. SET POSTS WI NON SHRINK GROUT. [6J C.I.P. CONCRETE STAIRS. PER 08/L5.04 NOTES: A, ALL COMPONENTS ARE TO BE SCH EDULE 40 GALV. STEEL, SEE SPECS. B. GRIND ALL WELDS SMOOTH. C. 1/8" EDGES TYPICAL ALL CORNERS. D. COLD GAL 1/ANIZED ALL FIELD WELDS. E. ALL HANDRAILS TO BE 4" CLEAR MIN. FROM VERTICAL SURFACE. . m 3,::::::-::::'=rr::::::rlE::I 1=1 ~x _, ill HANDRAIL AT STAIRS 314"=1'-0" 04 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL ClTY APPROVAL SHEET 15 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR MONROE STREET POOL REPLACEMENT APPROVED: Ulut /4aa,// 4) {l.P[Z-~ PLANNING r,-DATE OWNBY PROJECT NO. DRAVV!NG NO. CHKD BY: LPC2024-0008 RVNO BY: PUB2023-0004 199-4L ARCH ITECTURE rnG JN EERTNG INTERIOR DESl GrJ LANDSCAPE ARCHITECTURE PLANNING 949 -261-1001 Office LPADesignStudios.com 5301 Ca lifornia Avenue, Suite 100 Irvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD [iJ / 4 r / / 3" EQ. 1-1 /2" x 314" THICK SOLID STOCK STAINLESS STEEL BOTTOM RAIL. WHERE OCCURS. IT] 1-112" d/4" THICK SOLID STOCK STAINLESS STEEL POST. [TI CONTINUOUS G.T.A.W. FILLET WELD. TYP. 8J CONCRETE PAVING. EQ. /-,., 1/4" TYP / [Ij 3" DIA. X 1/8" SOLID STOCK PLATE. SLOPE WI GRADE@ RAMP. [I] 1/8" THICK BLACK PVC SHIM. CONTINUOUS FILLET WELD FOUR SIDES OF POST-O N TOP SIDE OF PLATE ONLY. EMBED INTO ~(10'\ STAIRS/PAVING. SE~~ BASE PLATE ENLARGEMENT I FULL I 11 a' J 0 5 ,., ~ e , ~ 1- a' J 0 5 ,., 6 3 4 2 / / "· . " / .. . .... " / •. I .... " " / ....... I ! . \ \ .... " I ' . .... •, \ I ...... I I ,\ ">· I I ........ <:~"" ·, I I ' \. I ' ' " " --~',, .... I / '· / •, .. / / ... ·-i -/ ,_ ✓--/ -- EQ. EQ. 3" This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protec1ed, 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 1he 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 documenls will give rise to 1he recovery of mcnetary 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 nf as-h11ilt or exisiing condilions. LPA is not responsible for any discrepancies between U1e project documenb and U1e existing conditions. © LPA, Inc. \ \ I [iJ 118" THICK SOLID STOCK STAINLESS STEEL PLATE. [I] BLACK PVC SHIM BELOW d [I] w CAST INTO PLACE, CORE DRILL. OR PROVIDE KNOCKOUT. SET POST WI NON SHRINK GROUT . 8J STEEL POST PER HANDRAIL ®4 GUARDRAIL:@4 ,., L5.06 L5.05 [I] FACE OF WALL. WIDTH PER PLAN. [I] CONTINUOUS WELD ALL FOUR SIDES OF POST TOP SIDE d OF PLATE ONLY. w BASE PLATE PLAN ENLARGEMENT FULL 07 ? 0 "' !~ 0 LU 2 "' "' J 2 0 LL (9 1- "' o :r::~(f) 3/4" 314" z1-C/)Q <C O w o.. --------III ,-0 z ::::) ~ 0 C> "' 0 I z01-~ I- -~<t:~Oo~ <f> ...... 1-0:::00:::0 0 ::::le)dlL D a_ 0 "' ELEVATION SECTION [iJ 1.660" O.D SCH 40 STAINLESS STEEL PIPE. [I] CONTINUOUS 114' FILLET WELD BOTTOM SIDE ONLY 1-112" x 3/4' THICK SOLID STOCK STAINLESS STEEL 'SINGLE' POST. (WELDING OF POSTS TOGETHER SHALL NOT BE ACCEPTABLE} HANDRAIL MID CONNECTION-D1 6":::1 '-0" PEDESTRIAN PATH SIDE c SIDE ADJACENT t. TOWALL [I]-- "' 3/4" 314" I SIDE ELEVATION END ELEVATION [iJ 1.66" O.D. SCH. 40 STAINLESS STEEL PIPE IT] 1-112" Xj" THICK SOLID STOCK STAINLESS STEEL POST. [TI CONTINUOUS FILLET WELD 8] WELD ALL AROUND, GRIND SMOOTH. [I] 1/8'" MIN. RADIUS. TYP. NOTE: MID RAIL CONNECTION. SE@ HANDRAIL END CONNECTION-D1 6" = 1'-0" 05 04 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP. DATE REVIEWED BY INSPECTOR DATE Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 J _o_b_N_um_be_r __ -1----~ l----+---+-------------------.....j.....j--+---1----+---_j \ s1E6T \ Checked By Scale ~L=A=N=D=S=CA=P:::E:.:l=M=P=R=OV=E=.=,E=N=T=P=LA=NS=FO=R=,=============::::; CITY OF CARLSBAD ENGINEERING DEP1\RTMENT 100% DESIGN DEVELOPMENT 09/01 12023 50% CON STRUCTION DOCS 11113/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/0 1/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANOSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11/26/2024 DEH RESUBITTAL 01/30/2025 Date Published 01/30/2025 CONSTRUCTION DETAILS LS.07 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MONROE STREET POOL REPLACEMENT APPROVED ~ buu/ ~L&, {'Zf.R PLANNING y--DATE OWN BY: PROJECT NO DRAWING NO. CHKD BY· LPC2024-0008 RVWD BY: PUB2023-0004 199-4L 4" 61/2" 10" CLR. 4" I -----~,'- ' --, __ _J --~--3/4" DIA. ROD 6 1.'2'' l 1 --+f------718" PIPE SLEEVES-WELD TO GATE FRAME AND FOR FULL LENGTH OF PIPE -----++-----STEEL GATE FRAME METAL P NEL GATE LIDE BOLT 3'-0" MAX 3"=1'-0" 17 <l 1o b ' ;... ,r--,' f •f -EQ. EQ, EQrOi, b --'k-------~. 10 5 TYP.@ PICKETS 1/16 6 TYP.@ GATE 1/8 FRAME ANO POST 118 6 [JJ METAL GATE 1 1/2"x 1 112"x 1 1 /2" LONG 0 ANGLE-PUNCH 5/8" HOLE FOR CANE BOLT & SLOT AT TOP ANGLE, 4 TYP. CANE BOLT TO ACCOMODATE KNOX PAD LOCKS. ,-,11/4" LONG 3/16" STL. L:::J ROD-WELD TO CANE BOLT f:;l 1/2" DIA x 18" LONG CANE L'....J BOLT (2 TYP.) ~ 718" DIA.GALVANIZED PIPE L:::J SLEEVE SET IN CONCRETE. [I] FINISH SURFACE -}} i---------1 4 112" <} <l <l 5 I-------<~ L _J L ___________ ~ J~-9" ------.1' 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. 3"=1'-0" CANE BOLT 14 / I / V "I j/ / / I f---l+-4 --1--1-+1-.f--ll-I " " I OJ 3" SQ. 1/4" TUBULAR STEEL L NE POST [I] CHANNEL RAIL, BRACKET, & ICKET TO@ MATCH FENCE PANEL W/ S AIGHT L5.08 PICKETS ; REFER TO DTL. (I] END POST FOOTING; REFER TO DETAIL 0 FINISH GRADE L2Ll ~ TUBESTEE L CANTI EVERPANEL WITH STRAIGHT PICKETS 1 .12"=1 '-ff' 16 / " ', D'.£'. 10 -I 5 :ll "' I 1-"'" I I 1-"' , 4 4 - ARCHITECTURE ENGINEERING mTERIOR DESIGN LANDSCAPE ARCH ITECTURE PLANNING 949-261 -1 00 1 Office LPADesignstudios.com 5301 California Avenue, Suite 100 Irv in e, Ca liforn ia 92617 / ,.. -" ' ",, " ", t-., " ' ,, I l ,· / " " .. / ll LI LI U [I Li Li □ L 0 ll II Li LI Li 'J u u MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD / IJ Li " ' " .. / / .. Li u LJ ~ 2 z :a , .. .. ",, " / / / / u u IJ u u OJ [I] [I] [D IT] [I] 0 IT] [I] [i_Q] [2TI < (3) SIDES 4" SQ. POST PER lvlANUFACTURER@ fall ENDS & CHANGES IN DIRECTIONS. (UNLESS OTHERWISE NOTED @GATES) EXTRA HEAVY DUTY HINGES. FINISH, COATING, & COLOR TO MATCH GATE. :::D:~D;~:~:: :~::~:;p PER@ 1-3/4" SQ. TUBULAR STEEL SIDE FRAMES 1-3/4" SQ. TUBULAR STEEL TOP RAIL 1" SO. TUBULAR STEEL FENCE PICKET PER MANUFACTURER 1-3/4" SQ. TUBULAR STEEL BOTTOM RAIL FINISH SURFACE STEEL GALVANIZED KICKPLATE PER LJ ~ 4-11/16" O.C. MAX EQUALLY SPACED MITRE ALL CORNERS PER ELEVATION 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 ,IOINTS GRIND SMOOTH PRIOR TO GALVANIZING. C FIELD GALVANIZE ALL FIELD WELDS. D. ALL TUBULAR STEEL PICKETS & POSTS @8 SHALL HAVE WELDED TUBULAR STEEL CAPS PER L5.09 E A.LL TUBULAR STEEL MEMBERS TO BE HSS 1/is' MIN. EXCEPT PICKETS. ALL PICKETS TO BE TUBE STEEi_ 14 GA. F. OPEN-MESH GATES WITH MP.XIMUM LEAF SPAN OR ROLLING SECTION FOR ROULING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION SWING GATE ENLARGEMENT 3/4"=1 '-0" OJ IT] [I] 0 IT] [I] 0 IT] TUBULAR STEEL GATE POST: 4"@ PEDESTRIAN GATE, 6"@ VEHICULAR GATE 1-3/4" SO. TUBULAR STEEL GATE FRAME ADJACENT WALL OR FENCE, REFER TO ELEVATION ADJACENT VEHICULAR GATE OR FENCE, REFER TO EUEVATION FINISH SURFACE BASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT TUBULAR STEEL POST CAP PER (7i'\ ~ 1-3/4" SQ. TUBULAR STEEL BOTTOM RAIL 2 1-+-----fl\-ll+-----[I] LOCINOX MAMMOTH-HD 180" HINGE - ,, .... .... / " / I !,! -- j u I ~-+--,9 5 4 I ~TYP :dl~ [i_Q] @] @] 12 GA. STEEL GALVANIZED KICKPLATE PER @ 9 PANIC H.ARDWARE ON INSIDE OF GA.TE. VON DUPRIN, SERIES 98 PER@ ~ PERFORATED SHEET METAL INSTALL AT GATE AND 24" WIDE ON ADJACENT FENCE OR GATE PANEL WHERE OCCURS. PER@ ~ NOTES: ~ A. ADDITIONAL INFORMATION PER 0 B. ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. 1/2"=1'-0" TUBULAR STEEL SINGLE PEDESTRIAN GATE 08 OJ 1" SQ. TUBE STEEL PICKETS [I] 1-3/4'' SQ. TUBE STEEL SIDE FRAMES IT] 4-11116" O.C. MAX. EQUALLY SPACED [Ij 1-3/4" SQ. TUBE STEEL TOP RAIL, ALIGN WITH TOP OF PICKETS OF ADJACENT FENCE l}J FINISH SURFACE IT] BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT [7J 4" SQ. TUBULAR POSTFLA T CAP PER MANUFACTURER IT] 1-314" SQ. TUBULAR STEEL BOTTOM [9J ::~~CENT FENCING, SEE EB ~ LOCINOX MAMMOTH-HD 180° HINGE 8'-0" MAX. --J---------~<@~/- 1 3 04 ~c I ~ L5v I / ~ II I - I -l-I/ J 9 ' I [D-- ! I 11 ! II I II I l J --- x <( "' 9 5' "' ro 9 ~, - I l _,(__ c,, I :f ,..,. ~ ~ I NOTES: -11 11 -111~111-111~111-~I I I~ I ~ I =111=-' ~I .. I i,d I a ' -I C __ :J A. ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. B. OPEN-MESH GATES 'II/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"= 1 '-0" -"~ -0 I I,, ' : I I ~ - ] - 4 " 0 -_,,,_I I I I I l l I ll Ill 111-11 1 0 0 0 = 111-I 11 1 11 1 I I I 111_~1 1 11= 0 /2 I =- 111 11 I I I 11 111-I II -I 0 0 O I ~1-"j ' 00 4 I 0o\ 0o\ L5.09 4 7 L5.09 <I) z 0 x ~ <( :,; UJ S' ~ UJ 00 a: UJ CL f'~l / 2'-" Ml / ' ,· / ' ' 7 10>-~ PER ELEVATION )'. 7 TYP 2 1' ' '• --------------IT] TYP. ,-----, 9 TYP. 4 OJ 1" SQ. TUBULAR STEEL FENCE PICKET -MATCH FENCE PICKET IT] 1-314" SQ. TUBULAR STEEL GATE FRAMES [I] 4-11/16"0.C.EQUALLYSPACED 0 FINISH SURFACE m BASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT IT] 4" SQ. TUBULAR STEEL POST FLAT CAP PER MANUFACTURER 0 [I] [I] [i_Q] [2TI @] 1-314" SQ. TUBULAR STEE~ RAIL ADJACENT FENCING PERO LOCINOX MAMMOTH-HO 180" HINGE 12 GA. STEEL GALVANIZED KICKPLATE PER 6u ~ ~ DOUBLE CANE BOLE PER 0 SLIDE BOLT PER ffi NOTES: @ A. ADDITIONAL INFORMATION PER 0 EB 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 I 0'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. 1I2"=1'-0" TUBULAR STEEL DOUBLE PEDESTRIAN GATE 02 OJ [I] [I] [D IT] [I] 0 IT] [I] NOTES: 1" SQUARE 14 GAUGE TUBULAR STEEL FENCE PICKETS WITH CURVED TOP. PUNCH THROUGH TOP RAIL 4-1 1/16" O.C. EQUALLY SPACED 1-3/4" SQ. 14 GAUGE TUBULAR STEEL TOP RAIL CONCRETE MOW CURB PER ~ \§7 BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT 4" SQ. 11 GAUGE TUBULAR STEE L 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 WI FENCE POST CAP FLAT MOUNT PANEL BRACKET PER MANUFACTURER A. DESIGN BASED ON MONTAGE II 'INVINCIBLE' 2 RAIL SYSTEM . B. ALL COMPONEN TS 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. A TT A.CH PICKETS TO RAILS PER MANUFACTURER. 08 J. ALL TUBULAR STEEL PICKETS AND POST L5.09 SHALL HAVE WELDED STEEL CAP PER ---~ 112"=1'-0" RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLU DING PRECISE LOCATI ON OF PLANTI NG AREA. "AS BUil T" EXP DATE REVIEWED BY: TUBE STEEL VEHICULAR GATE 10 TUBULAR STEEL FENCE 04 INSPECTOR DATE This document and all other project documents , ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected. are thP. property of LPA, Inc. (LPA) ;md car111ul lie lawrully used in whole or in part for any project or purpose excepl 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 disdosure, use or misappwpriation or 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. ProjP.r.l dor.ument" describe the design intenl of !he work and are not a represenlalion of as-huill or F.xisting conditions. LPA is nol responsible for any discrepancies between the project documents and the existing conditions. @ LPA. Inc. Submittal Date 100% SCHEMATIC DESIGN 06/2712023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11113/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 AD DENDA 1 11/26/2024 DEH RESUBITTAL 01/30/2025 J_o_b_N_u_m_be_r __ __J, _____ f----+---+----------------------l---+----+----1----l I s;E;T I Checked By ====-=======E=N=G=IN=E=E=Rl=N=G=D=EP=A=R=T=M=EN=T=======! CITY OF CARLSBAD Scale Date Published 0 1/30/2025 CONSTRUCTION DETAILS LS.OB DATE INITIAL ENGINEER OF WORK DATE INITIAL DA1E INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR. MONROE STREET POOL REPLACEMENT APPROVED PLANNING DATE OWNBY PROJECT NO. DRAWING NO. CHKD BY· ____ _ RVv\10 BY LPC2 024-0008 PU B2023-0004 199-4L . z <O :E • [iJ IT] 6 L-_/ 12' EQ EO. • . -Il l 111-' _, I L [1J GATE POST/GATE FRAME [I] GATE FRAME [TI STEEL HOUSING. VERIFY EXACT SIZE OF FABRICATED STEEL HOUSING WI MANUFACTURER OF HARDWARE. MORTISE LOCKScT SCHLAGE L\19D70P 03A 630 8J HANDLE / ONLY ON ONE SIDE. PANIC 3AR IS ON THE OTHER SIDE OF GATE [I] BOLT KEEPER TO MATCH GATE IT] LATCH BOLT 0 PERFORATED SHEET METAL PER@ IT] LOCK MORTISE CYLINDER NOTES A. STEEL HOUSING TO MATCH GATE FINISH AND COLOR 8. SEE DOOR SCHEDULE FOR HARDWARE. C. LOCK AND HOUSING TO BE EXTERIOR GRADE EXTRA HEAVY DUTY MORTISE LOCK. D. SHOP WELD HOUSING TO GATE PRIOR TO DELIVERY TO SITE. LEVER HARDWARE 2 < • • • • d • d < • d 11 , 11--~1 1 ,, • • 4 - I 1-• a • 1 1/2"=1 '-D" 14 4' -1 11 '1 1-I d 111 11 1-<l • 11 111~ • d • _, 'I f , / ,. / I/ I/ I/ I' / / / J / I 10' / / / ~ 1 / / / / / / / I ~,-/ / / / \_ " 1 2 3 ,ill 5 1 [1J TUBULAR STEEL FENCE PICKET [I] TUBULAR STEEL RAIL FRAME [Il 12 GA. STEEL GALVANIZED KICKPLA TE. WELD TO FRAME TOP & BOTTOM. MOUNT FLUSH WIBOTTOM OF FRAME 0 TUBULAR STEEL GATE POST BEYOND [Ij TUBULAR STEEL BOTTOM RAIL FRAME 3" MA X J_ NOTES: @4 A ADDJTIONAL NOTES PER LS.OB 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. 6" = 1'-0" TUBE STEEL GATE KICKPLATE 1 1 2i--==:+- . " 11 11 111-111 -=111- ;0 I 11~ B. FOOTING AT EDG E OF PAVING C. FOOTING AT FINISH SURF A.CE PER STRUCTURAL CONCRETE FOOTING AND REINFORCING PER~ 1I ~ t uBULAR STEEL INTERMEDIATE & END POST FltJISH SURFACE/FINISH GRADE IT] BASE MATERIAL AND COMPACTED SUB-GRADE PER (SEE GEOTECH REPORT) [I] [I] G"J EXPANSION JOINT PER ~ CONCRETE MOW CURB PER fM'I ~ NOTES: A CONCRETE BA.TCH PLANT INSPECTION IS NOT REQUIRED. B. FOR FOOTING ON CUM RETAINING WALL, REFER T006'\ ~ 1"=1'-0" TUBULAR STEEL FENCING FOOTING 10 ARCHITECTURE ENGmEER!NG INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 9 49-26 1-1001 Offi ce LPADesignStudios.com 5301 California Avenu e, Suite 100 Irvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 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 i:lny project or purpose except as sel forth in the contractual agreement bEtween LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation al derivative works), may give rise to liability for copyright infnngement. unlawful disclosure, use or f----------l misappropriation ol 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 '•••hich the unauthorized user will be hekl liable. Projecl documents describe the design intent of lhe 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. INSIDE 9 OUTSIDE 4 7 10 8 / NOTES: I / 6 2 ,ID / 'I -1 I T'/P 9 . )t / '---~ ~ I ' ' - \ \ "'- 6 I \ ~ INSIDE 1/ OUTSIDE 8 [1J TUBULAR STEEL HINGE POST [I] TUBULAR STEEL JAMB POST [Il TUBULAR STEEL GATE FRAME 7 -4 3 1 □ 0 (02\ 10 l \:__,) IT] STEEL HOUSING REFER TO GATE DETAIL FOR TUBULAR STEEL 02\ SIZES AND ADDITIONAL INFORMATION ~ 0 TUBULAR STEEL INTERMEDIATE RAIL AT PANIC HARDWARE PANIC HARDWARE {;:;'\ LEVER HARDWARE WITH CYLINDER LOCK 0 PANIC HARDWARE STRIKE, VON DUPRIN MODEL #299 SURFACE MOUNTED @J CUSTOM 16 GA. PERFORATED METAL PANEL 1/B 2 6 3 2 i --------1 2 / / [1J TUBE STEEL FENCE MEMBER [Ij 114" THICK STEEL PLATE IT] BUTT WELD NOTES A. ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM. 8. 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" r u, z 0 ~ "' > w w a' ~ « w > C) I-z I « C) Cf) w z I "' 0 ~ a. w w u, 10 A-SWING GATE 9 08 -~ ~ "' ,., 8-FENCE [1J [I] 0 [I] IT] [I] IT] 7 [I] GATEHINGE ~ ~ PERFORATED METAL PANEL (WHERE ~ PANIC HARDWARE OCCURS ONLY) SEE ~ PANIC HARDWARE VON OUPRIN SERIES 9824-F, 630 FINISH WITH SCHLAGE RIM CYLINDER 20-057 ICX 626 AND I.C. CORE 20-740 626 1" SO. TUBE STEEL PICKETS. CENTERED ON TOP AND BOTTOM RAIL PER MANUFACTURER NOTE: 1-314" TUBE STEEL BOTTOM RAIL 4" TUBULAR STEEL FENCE POST FULL HEIGHT ASTRAGAL ATTACHED TO GATE NOT USED ~ GATE HARDWARE. SEE 0 3 5 6 I OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROL LING SECTION FOR ROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INS PECTION. / / / 8 ~ PULL SIDE 3 I ~-+1--~ PUSH SIDE 3" = 1'-0" TUBULAR STEEL GATE JAMB [1J OUTSIDE FACE OF GATE/FENCE [I] TUBULAR STEEL RAIL FRAME 05 0 STAINLESS STEEL TAMPER RESISTANT SCREWS @IZ' 0.C. WHERE OCCURS 0 PANIC HARDWARE u, z 0 "' [I] 18 GA. CUSTOM PERFORATED SHEET METAL "' « > 3/16" DIA. 1/2' STAGGERED CENTERS. w w a' ~ PROVIDE 1" CLEAR BORDER AROUND ':,'; w 0 PERIMETER CUSTOM AS PART OF THE I-z I « PERFORATED SHEET WHERE OCCURS C) "' w z I "" ~ IT] TUBULAR STEEL FENCE PICKET a. w w u, [I] TUBULAR STEEL POST BEYOND IT] STEEL GALVANIZED KICKPLATE PE~-1 IT] TUBU LAR STEEL BOTTOM RAIL @] FINISHED SURFACE NOTES: EBO 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. 3/4" = 1 '-0" TUBE STEEL GATE/FENCE CONNECTION 04 TUBULAR STEEL GATE SECTION 3"= 1'-0" GATE FRAME 2" X 3" T.S. INTERMEDIATE RAIL -----.. PANIC HARDWARE PUSHBA R PANIC HARDWARE MECHANISM CASE PANIC HARDWARE CENTER CASE -~- STEEL HOUSING AT LEVER HARDWARE NOTE: EXTERIOR USE PANIC HARDWARE A HACH EXTERIOR USE PANIC HARDWARE TO TUBULAR STEEL RAIL AND STEEL HOUSING PER MANUF. RECOMMENDATIONS, USING ALL AVAILABLE SCREWS I MOUNTING POINTS. REFER TO E9 GATE PANIC HARDWARE I G"~l -O" 03 02 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AR EA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIG N DEVELOPMENT 09101/2023 50% CONSTRUCTIO N DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CH ECK SUBMITTAL 05101/2024 3rd LA ND SCAPE SU BMITTAL 08/09/2024 J_o_b _Nu_m_b_er_----'----~--+---1----------------+---f--+--+---i\ 5181 \ CITY OF CARLS~AD Checked By ~==='-=======E=N=G=IN=E=E=R=IN=G=D=E=PA=R=l=M=E=NT======:::; 3rd LANDSCAPE SLI BMITTAL 09125/2024 ADDENDA 1 11 126/2024 DEH RESUBITTAL 01/30/2025 Scale Date Published 01130/2025 CONSTRUCTION DETAILS LS.09 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR" MONROE STREET POOL REPLACEMENT APPROVED: u~ ~ ~/{p(t4> PLANNING 7 DATE OWN BY: PROJECT NO. DRA\NING NO. DATE INITIAL CHKD BY LPC2024-0008 RVWOBY: PUB2023-0004 199-4L CITY APPROVAL ARCHITECTURE ErJGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1 001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 I rvine, California 92617 '9 ;- 11 0 U? ,_ '9 ,_ C C .2.J C 1/B" 4 C 0 d ' <l 5 <l ' ~ T 4 ,'.\ <l <l d d END POST OJ HSS 4" x 4" x 114" STEEL POST. POWDERCOAT FINISH TO MATCH !NEMEC COLOR 46GR. SINKER. C d < < <l " LINE POST [I) STEEL ANGLE BRACKET, WELDED TO POST. FOR MORE INFORMATION, SEE -------+-_c:_--l [TI 2" X 2" X 3/16" THICK STEEL ANGLE TOP RAIL [Ij 2' X 2" X 3/16" THICK STEEL ANGLE BOTTOM RAIL [Ij FJN!SH SURFACE [I] 5/16" DIAMETER HOLE FOR PERFORATED PANEL MOUNTING " 4 " d 4 4 SECTION A 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 STIEEL POSTS, RJI.ILS, 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. PERFORATED PANEL FENCEPOST 1"c 1'-0" 10 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD SAME This document and all other proJect documents. ideas. aesthetics and designs incorporated therein are instruments of service. All proiect documents are copyright protected, are the property of LPA. Inc. (LPA) and cannot be lawfully used in whole or in part for any pmject or pwpose except as set forth in the contractual agreemenl between LPA and its Client. The unaulhori:t.ed disdosure and/or use of the project documents (in cluding the creation of derivative works), may give rise to tiabflity for copyright infringement, unlawful di!.closure, use or misapproprialion of property rights held by LPA. The unauthorized use ot the project documents will give rise to the recovery of monetary losses and damages including attorney fees and cnsts for which the unauthorized user wi11 be held liable. Project documents describe lhe design inlenl of lhe wmk 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 ccnditions. © LPA, Inc. 1 uo z 0 ;::: :::;; ..,: > "' w 5' ~ w ~ "' w Q_ Submittal I ll I I P I I P I I ll I I Date 100% SCH EMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2D23 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11 /2612024 DEH RESUBITT AL 01/30/2D25 I I 9 p I I 9 p I I 9 p I I 9 p I I 4 PER ELEVATION 5'-0" MAX O.C. TYP. 2 5 I Job Number 08 I I I I p I I I I I I 9 p I I I I I I 9 p I I I I I I 9 p I I I I I uo z 0 ;::: ~ w ~ w "' w Q_ 3' -0" MAX 8 5 :::;; "' 9 00 12 -'I,-------+-~ / / LS.09 PER ELEVATION 2 5 11 _.......... I /i ------.... I 6 OJ [I] [I] [I] [I] [I) 0 [sJ IT] [i_oJ @] 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 ::~L::::::~:::INSIDE OF GATE PER ® NOT USED ADJACENT FENCING PER 8 KENWA 700 SERIES SS 1-5/~. SELF CLOSING HINGE, 3X PER :;::~ ::::~~z::T~~:K::TLEO::~:::~:::A@ 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 [ill KNOXBOX PER SPECS. KNOXBOX TO COMPLY WITH CFC 506.2 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 POWDERCOA TING. C. POWDERCOATING AND WELDING TO OCCUR PRIOR TO DELIVERY TO THE SITIE. D. ALL STEEL POSTS , RAILS, AND COMPONENTS TO RECEIVE SHOP-APPLIED POWOERCOAT FINISH. COLOR TO MATCH TNEMEC COLOR 46GR, SINKER E. REFER TO SPECS FOR MORE INFORMATION. PERFORATED METAL DOUBLE PEDESTRIAN GATE WI PANIC HARDWARE -G1 1/2"=1 '-0" 02 I I I I I I I I _I 3'CLR TYP. OJ [D [sJ NOTES: TUBULAR STEEL POST BEYOND. TOP OF PERFORATED PANEL TO ALIGN WITH TOP OF POST. EDGE OF PERFORATIED PANEL TO ALIGN TO OUTSIDE EDGE OF ENO POST 1/4" CUSTOM PERFORATED SHEET METAL 3/8" DIA. ROUND WITH 9/16" STAGGERED CENTERS. PROVIDE 2" CLEAR BORDER AROUND PERJMETER. 93" HT, WIDTH PER ELEVATJON. COLOR AND FINISH PER MATERIALS PLANS. STEEL ANGLE BRACKET, PER 05\ ~ 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 ADJl,CENT BUILDING 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. POWDERCOA TING 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 !NEMEC COLOR 46GR, SINKER E. REFER TO SPECS FOR MORE INFORMATION. F. TUBULAR STEEL COMPONENT SIZING & ADDITIONAL NOTES PER EB PERFORATED METAL FENCE 1/2"=1 '-0" 04 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CAXLSBAD ENGINEERING DEPARTMENT Checked By Scale f---+---l-----------------+---+----+----1----11 s19T I --'-----===-'==============~ Date Published 01/30/2025 CONSTRUCTION DETAILS LS.10 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR MONROE STREET POOL REPLACEMENT APPROVED: PLANNING OWN BY· ____ _ CHKDBY ____ _ RWVD BY: PROJECT NO. LPC2024-0008 PUB2023-0004 DRAW1NGNO 199-4L / / ARCHITECTURE ENGINEERING INTERIOR DESJGN LANDSCAPE ARCHJTEcrURE PLANrHNG 949-261-1001 Office LPADesignStudios.com 530 1 Californ ia Ave nue, Suite 100 I rvine, California 92617 /4" 33/16" / / / /,,..___----< 5 / -/ / +------1 4 2 ·- " // /_ -. ~ 18". DIA. c -=r 9 N =TT :-1 =- , , OJ SUPPLIER/MODEL: COLUMBIA CASCADE COMPANY/2170-7-E-C COLOR/FINISH: PER MATERlfl.LS PLAll [TI CONCRETE PAI/ING PER MATERIALS PLAN. IT] CONCRETE FOOTING. [TI 318" ANCHOR ROD PER MANUFACTURER. IT] BASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECH REPORT NOTES: L BIKE RACK AVAILABLE THROUGH COLUMBIA CASCADE COMPANY; MODEL 2170-7-E-C 2. CONTRACTOR TO VERIFY MODEL NUMBER A.ND QUANTITY PRIOR TO PLACING AN ORDER. PER MANUFACTURERS INSTRUCTIONS CONTRACTOR TO ASS EMBLE MODULES TO SU IT THE ARCHITECTS LAYOUT OF MODULAR COMPONENTS. BIKE RACK FOOTING 1 /2"c 1 '-0" 13 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 3/16" [iJ [I] PERFORATED METAL PANEL FOR MORE INFO, SEE 1" X 1!4" DIA TAMPER-PROOF STAINLESS STEEL FASTEN ER IT] 118" THICK NEOPRENE FLAT WASHER [TI TUBULAR STEEL POST. @ 0 IT] STEEL ANGLE BRACKET, WELDED TO POST. FOR MORE INFORMATION, REFER TO @ 6 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, R~ILS, AND COMPONENTS TO RECEIVE SHOP-APPLIED POWDERCOAT FINISH. COLOR TO MATCH TNEMEC COLOR 46GR, SINKER E. REFER TO SPECS FOR MORE INFORMATION PERFORATED PANEL MOUNTING FULL 1 1 18' U.O.N. ON PLANS I 1 3• ff(TYP) ELEVATION SAME PROVIDE GALV. 1.90"0.D. STEEL PIPE SCH. 40 ASSEMBL Y W/ 1/4" RADIUS CORNERS AND LOW RAIL. WELD AND GRIND ALL JOINTS. RAIL ASSEMBLY TO RESIST 250# OF LATERAL FORCE. FINISH TO MATCH HANDRAI LS ~---CONCRETE PER LAYOUT AND MATERIALS PLAN. FIN. SURFACE _f"--sc:::.----PROVIDE NON SHRINK GROUT All AROUND PIPE, TYP. ~----3"0 x 9" GALV. STL. PIPE SLEEVE WI 118" BASE PLATE, WELDED ~---2#4 BOTTOM, EA, WAY- 3" CLR ~----CONCRETE FOOTING (18"x 2'-6"x12" THK. MIN.) NO TES: 1. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED. 1/2" = 1'-0" DETECTABLE SIDE RAIL 10 This document and all other project documcms. idcc1s, aeslhetics and designs incorporated there in are inslruments of service. All proJed dornmenls are copyright proter;ted. are the property ol LPA, Inc. (LPA) and cannot be lawfully used in wl1ole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client The unauthorized disclosure nnd/or use ot the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawiul disdosure, use or rnisapprop,iation 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. Projecl documents describe the design inten1 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. @ Ll-'A. Inc. V ,--+-----, 4 TYP. '---__.r--,---l-----c~--f 3 TYP 2 .__ _ __, [iJ [I] 3 SIDES >--~r-0 3/16" TUBULAR STEEL POST L 2" X 2" X 1/4' X 0'-3" STEEL ANGLE BRACKET IT] 5/16" X 5/8" SLOT [TI LINE OF ANGLE BRACKET BEYOND >f-- 4 e-----t-'"--1 3 SIDES >--~r-0 3/16" NOTE: 518" 7 2' 2 I --+-----=' 3/4" TYP 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 ANO 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 INfO,qMATION ANGLE BRACKET AT TUBULAR STEEL POST FULL 05 ,-----7 ,-----~ s 1'-5" .J.-_ )-5' s ~ t , ~ !'=-c ---?l''----';:={--• +-46"-I l 1 30" X48" I I I I 30"X48" I CLR. FLOOR I SPACE I CLR FLOOR SP~.CE I I I L _____ _J L _____ _J PLAN T 0 -°f 1.3" ~AIN ~ . = 1-1 =!=I 'II m==111==11 1=,-. '11-11------:1 c 11 12 I.· " -~- '_ "t--½ -'!<---~JI - 7 ---,/'------,1'~1·-6" so. w D u: -a'. 0 0 f--er "" ~ u ' ,__ ~ N 6 t- w 0 u: a'. 0 0 ,__ ~ ' ~ 4 3 I 1==11 == -,,,-,,, 5 6 SECTION [iJ [TI IT] [TI IT] IT] [TI DRINKING FOUNTAIN WITH BOTTLE FILLER CONCRETE PAVING PER MATERIALS PLAN FINISH GRADE SAME REMOTELY LOCATE A 9" RN□ 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 11/2" PVC DRAINLI NE. CONNECT TO DRAIN LINE PER CIVIL UTILITY PLAN SHEET C-401 COMPACTED SUBGRADE PER GEOTECH REPORT [Ij 4X 18" X 1/2"-#13 UNC CONCRETE ANCHOR BOLTS @] CONCRETE FOOTING @J #3 CLOSED TIES@ 12' O.C. @J (3) #3 CLOSED TIES WITHIN TOP 5" OF CAISSON @J (4) #3 VERTICAL BARS [Iij DETECTABLE CANE RAIL PER E9 NOTE: -~-DRINKING FOUNTAIN AVAILABLE THROUGH HAWS MODEL #3612 B. CONTRACTOR TO VERIFY MODEL NUMBER AND QUANTITY PRIOR TO PLACING AN ORDER PER MANUFACTURERS INSTRUC TIONS CONTRACTOR TO ASSEMBLE MODULES TO SUIT THE ARCHITECTS LAYOUT OF MODULAR COMPONETS. DRINKING FOUNTAIN 1/2"=1'-0" 04 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T " EXP. DP.TE REVIEWED BY INSPECTOR DATE 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 05/0112024 J _o_b_N_u_m_b_er __ ---t-----f----+-----+-------------------1-1----+---+---+------1 I s20T I Checked By ~==:::::'..=======E=N=G=IN=E=E=R=IN=G=D=E=PA=R=T=M=E=NT======::::: CITY OF CARLSBAD 3rd LANDSCAPE SU BM ITT AL 08/09/2024 3rd LA NDSCAPE SUBMITTAL 09/2512024 ADDENDA 1 11 /26/2024 DEH RESUBITT AL 01/30/2025 Scale Date Published 01/30/2025 CONSTRUCTION DETAILS LS.11 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED· 1 I &/zl, PLANNING DATE OWN BY: PROJECT NO. DRAVVING NO. DATE INITIAL CITY APPROVAL CHKD BY: LPC2024-0008 199-4L RVVVD BY PUB2023-0004 /10. ~ w a: ::, « u, CJ 0 ZJ -u oz ::0 w ::, I a, U) ,--< <( a: -,-~~ b "' 9 " ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLAN rJ TNG 949-26 1-100 1 Office LPADesignStudios.com 530 1 California Avenue, Suite 100 lrvine, California 926 17 ' / .. ·1 r-. C 11" '· ,-1/ -f--I I /; ! ,;· ! I /" II ,., " ! ,j ! <l •! ! OJ '<6 GAUGE GALVANIZED CORRUGATED METAL DECK AVAILABLE THROUGH INDUSTRIAL METAL SUPPLY OR EQUAL [I] 3X 3 X .25 TUBE STEEL GATE FRAME. [I] 2" X .25 DIAGONAL BRAGE [I) CMU FREESTANDING WALL PER@4 L5.02 IT] FINISH SURFACE [I) 4 X 4 X .25 SQ. TUBE STEEL POST. @ [I] TUBE STEEL POST BASE l1TTACHMENT PER STRUCTURAL DETAIL IT] CONCRETE FOOTING PER STRUCTURAL 0 EXPANSION JOINT@4 LS.01 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 METAL PANEL SINGLE GATE -CMU ENCLOSURE 1/2":: 1'~0" 10 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD 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. (LPAj and t:arnmt be lavtfully 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 dncumenfs (includina the creation of derivative worll.s), may give rise lo liability for copyright infrinyement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise lo the recovery of monetary losses and damages including attorney fees and cos1s for which the unauthoriz:erl 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 nol responsible for any discrepancies bet\veen the proJcct documents and the existing conditions © LPA, Inc EQ ~ Cl ½"GAP ½"V FRAME TO HINGE ½' 7 OJ CMU BLOCK WALL [I] HSS POST PER [I] 05 HINGE, 2 PER JAMB . IT] 4"X4'X114" STL. ANGLE GATE FRAME II] 114"X2" DIAGONAL BRACE t EQ ;, • !\ 1 ' I f ✓ ~, to OJ " [:; 11------1 2 t-----i 4 11---=-----15 I I I Ir r4--------l 6 I I [I] [I] 16 GA. GALVANIZED CORRUGATED METAL GATE ATTACH CORRUGATED METAL GATE TO FRAME WITH%" 0 PUDDLE WELDS AT 24" O.C. ALL AROUND NOTES: 1. GALVANI ZE ALL METAL MEMBERS INCLUDING METAL DECKING & PREP FGR PAINTING 2. SEE METAL FENCE AND GATE NOTES ON SHEETL0.01.1 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. METAL PANEL GATE-JAMB ,__3'_' =_1'-0_" ---ii 08 8'--0 2 i 08 I ~ °" <( 0 "' J z 0 o z J w s I a, ~ ,- <( ,- b ,-,:_ "' 9 "' <> 4= I / " t---+-, \, '' '/ \\ // '-><"' " </ J _,,_, \' ; /' ~-----·-·-·---+-~Jl-1 J // -~-- 'lr--f-----------"I [ 9 ELEVATION OJ [I] [I] CMU BLOCK WALL ~ ~ 16 GA GALV. CORRUGATED METAL GATE GATEPOST EBEB [Ij 1" DIA. PIPE WITH 114'x4'x4" PLATE [iJ 4"X4' STEEL ANGLE GATE FRAlvlE NOTE: [I) 1" DIA. PIPE WITH 1/4"x4"x4" PLATE WELDED TO PIPE AND GATE FRAME A. OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FDR ROLLING GATES OF 10'-D" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. IT] 8" LONG ROD WELDED TO TOP PIPE SLEEVE AND SET IN BOTTOM SLEEVE 3 -----1--1-----1---1 4 !----++--+-1 5 1--+---+---< 7 -f-< 2 l'-----+---1 6 METAL PANEL GATE-HINGES 3" = 1 '-0" 05 OJ 16 GAUGE GALVANIZED CORRUGATED METAL DECK AVAILABLE THROUGH INDUSTRIAL METAL SUPPLY OR EQUAL. [I] 3 X 3 X 0.188 STEEL ANGLE FRAME [I] 6 X 6 X 0.25 TUBE STEEL POST@B WI WELDED GAP PER LS.09 1/4" X 2" DIAGONAL BRACE -t---< 7 IT] 5 IT] FINISH SURFACE/ GRADE -----------El [I] NOT USED [I] [I] TUBE STEEL POST BASE ATTACHMENT PER DETAIL [I] CONCRETE FOOTING PER STRUCTURAL [ifil EXPANSION JOINT@4 L5.01 SECTION 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 TD PAINTING. 4. PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION. 5. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED METAL PANEL DOUBLE GATE -CMU ENCLOSURE 1/2" = 1'-0" 04 RCE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP DATE REVIEWED BY· INSPECTOR DATE Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Job Number ~ CITY Of CARLSBAD ~---+-~ t---t-----1-------+----+----+--+---1 1 Checked By ;:::===--=======EN=G=IN=E=E=R=IN=G=D=E=P=AR=T=M=E=NT======~ 100% DESIGN DEVELOPMENT 09/01 /2D23 50% CONSTRUCTION DOCS 11 /1312023 1st PLAN CHECK SUBMITTAL 01/2912024 2nd PLAN CHECK SUBMITTA L 0510112024 3rd LANDSCAPE S UBMITTA L 08/09/2024 3rd LANDSCAPE SU BMITTA L 09125/2024 ADDENDA 1 11/26/2024 DEH RESU BITTAL 01/30/2025 Scale Date Published 01/30/2025 CONSTRUCTION DETAILS LS.12 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTIO N OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED: ---'~~~~~~~~!~bu PLANNING DATE OWNBY CHKD BY: ____ _ RW/DBY, PROJECT NO. LPC2024-0008 PUB2023-0004 DRAWING NO. 199-4L DO ESTIC WATER PRESSURE LOSS CALCULATIONS 1 WATER METER SIZE (Inches) 1.00 0 WATER METER ELEVATION (FT] 0 0 STATIC PRESSURE POC (PSI) 54.0 A16 REMOTE CONTROL VALVE SIZE (In.) 1.00 16 TOTAL DEMAND (GPM) 16 0 STATIC PRESSURE AT HIGHEST HEAD 0.0 sweene J + associates PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORB IDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DES 'RIPTION FLOW # LOSS 1.00 SER ' ICE LINE (50 FT OF TYPE K COPPER) 16 1 3.30 PSI 1.00 WAT R METER (XXXX TYPE) 16 2 1.40 PS I 2.00 BAC FLOW PREVENTER (RIP TYPE) 16 3 12.00 PS I 2.00 FILT TION IWYE FILTER) 16 4 0.30 PSI 2.00 PRE SURE REGULA TOR (WILKINS 500HLR) 16 5 000 PSI 2.00 BFD SSEMBLY PIPING (BRI\SS W/ 4 ELLS) 16 6 0.1 9 PSI 1.00 MAS R CONTROL VALVE 16 7 0.53 PSI 1.00 FLO SENSOR 16 8 0.50 PSI 2.00 ISOL TION VALVES (BALL TYPE) 16 9 0.50 PSI 2.00 400 EET OF MAINLINE: CL 315 PVC 16 10 1.04 PSI 2 00 10 -0 DEGREE ELBOWS 16 13 0.09 PSI 1.00 REM TE CONTROL VALVE ASSEMBLY 16 14 2.30 PSI 10% LAT RAL LINE LOSS ES 16 15 2.50 PSI 20% FITTI G LOSS (IN ADDITION TO ELBOWS SHOWN NIA 16 0.21 PS I 0 00 ELE ATION CHANGE (P .0 C TO HIGHEST HEAD) NIA 17 0.00 PS I TOTAL SYSTEM P ESSURE LOSS (SUM OF #1 THRU #17/ 18 24.8 PSI PRESSURE REQU I ED AT HEAD (OPERA17NG PRESSURE) 19 25.0 PSI TOTAL PRESSURE REQ UIRED (SUM OF #18 AND #19) 20 49 8 PSI STATIC WATER P SS URE (FROM ABOVE) 21 54.0 PSI RESIDUAL PRESS RE (SUBTRIICT #20 FROM #21) 22 4.2 PSI SET PRV OR MCV T (#20 PLUS 10 PS I) 23 NIA PSI PRESSURE BOOS , IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 NIA PSI A11 1" 16 25 A11 1" 2.3 25 160' HZ3 s 1.83 705 HZ1 OT 0.70 311 ~UBING A13 1" 15 25 HZ3 s 1.83 705 A14 1" 15 15 HZ3 s 183 705 A15 1" 15 15 HZ3 s 1 83 705 A16 1" 16 25 HZ3 s 1.83 705 11/4" 1114' 1114" 1114" 1' 1" 1" 1" 3!4" 314" 1114" 1" 314" 1" 314" ) / A9 1" 13.4 25 1,520' HZ2 OT 0.70 1,841 TUBING A10 1" 4.6 25 520' / HZ1 DT 0.70 616 TUBING "-, ~o~'f../ ,< 0~ 1/4' ,~.... 1// ""//// ' '-' / ""/// / / / / /1// / ,..,.--'//// //////////// L r h / /':,..,./..,..,-~_,..,..-7/,......"/.:,,✓/,,.. ..... ..,.._ 1/-:,; 1///,~/;_.c:// _,L/// / // / ,,</ / /,,// / //"/ / / / / /.,,,✓ / //// t I' i;;;. A4 1" HZ1 OT A5 1" HZ1 OT AB 1" 12 15 HZ4 TB 1.50 NIA / ~ ,,337 J - A6 1" 11.0 15 1,250' HZ2 DT 0.70 1,509 TUBING Al 1" 12.5 25 1,410' HZ1 OT 0 70 1.702 TUBING ff_--_1=::=-=-+=J =+'-ff~_~l_:::=:-:ill l ARCHITECTURE ENGINEERING INTERIOR DESIGfJ LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 J 1 t .__, II MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD Lt- This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are 1he 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 properly rights held by LPA. The unauthorized use of 1he project documents will give r·ise to the recovery of monetary losses and damages including attorney fees and costs for which 1he unauthorized user will be held liable. Project documents describe the design intent of the work and are not n represf!ntation of as-huilt or existing conditions. LPA is not responsible for any discrepancies between the project documents arid lhe existing conditions. © LPA, Inc. 14.1 25 1,600' ~--IRRIGATION CONTROLLER "A"; REFER TO NOTE "B" ~--POLE MOUNTED TIPPING RAIN BUCK, CONTRACTOR TO COORDINATE FOR FINAL LOCATION IN THE FIELD NOTE A: POINT OF CONNECTION (POCJ #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 TH E 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 DESIGN WATER PRESSURE: MAXIMUM SYSTEM DEMAND: RESIDUAL WATER PRESSURE: NOTE B: 54 50 16 4 PSI (STATIC) PSI GPM PSI 11 I 11 I EXISTING TREE--- !'111 1111 1 PROTECT IN PLACE; 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 COORD INATE 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. 11111111 REFER TO NOTE "F" 1T w z __, I I -,iv. J 0 1 0 2D0 4 0 IRRIGATION PLAN Subm ittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/0112023 50% CONSTRUCTION DOCS 11/13/2023 1st PLAN CHECK SUBMITTAL 01/2912024 2nd PLAN CHECK SUBMITTAL 0510112024 3rd LANDSCAPE SUBMITTAL 0810912024 3rd LANDSCAPE SUBMITTAL 05/1912025 1" = 20'-0" 01 Job Number Checked By Scale Date Published 05119/2025 IRRIGATION PLAN L6.01 ~--IRRIGATION POINT OF CONNECTION #1 REFER TO NOTE "A" EXISTING 1" WATER METER METER NO. 63967416 ADDRESS 3501 MONROE STREET NOTE C: ',.."' A3 1" 9.1 25 1,030' r---+----+---il--------1 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. LL 0 !:: :!: _J /' .,.,r-I HZ1 /l2 HZ4 Al -HZ1 DATE OT 1-w w ~ I t/) w 0 ~ z 0 ~ 1" TB 1" OT INITIAL ENGINEER OF WORK 0.70 1,240 TUBING _,_,,YLE WAY 25 1.50 NIA 6.5 25 740 0.70 891 TUBING NOTED 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. NOTEG· 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 FOOTPRJNT OF THE EQUJPMENT 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 CONTRACTORS EXPENSE. 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 "AS BUil T" swe e ney + associates IRR I GATION DES I GN AND CONSULTING 38730 Sky C~ny{ln ftri vc, Sui te ( Munout~, c-. !1~$63 "' inl n @,,._.~.,n,:ya,,or.c :,m t (951 ) 46 1-61'.30 \N ; w·.~w.H ,·ccnry ~s)c>c .,nn, t (951) 4G1 ·G3~0 I s22T I RCE EXP REVIEWELJ BY· INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR: DATE DATE MONROE STREET POOL REPLACEMENT APPROVED· ~ d ., lr.t lz1.e PLANNING r V DATE OWN BY: PROJECT NO_ DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: LPC2024-0008 199-4L REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL RVV\/0 BY: PUB2023-0004 _I 1. 2. 3. 4. 5. 6. 7. 8. 9 IRRIGATION NOTES ALL LOCAL MUNICl;PAL 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 SHAL~ BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOf'I 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. THE CONTRACTOJI SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTO SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK THIS DESIGN Is DllfGRAMMATIC ALL EQUIPMENT SHOWN IN PAVED AREAS Is FOR DESIGN CLARITY ONLY AND Is TO BE INSTALLED WIT IN PLANTING AREAS. THE CONTRACTO9 SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAi:I 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 wol' KOR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEME NECESSARY BY THE OWNER INSTALL ALL EQUI 1 MENT 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. ACTUAL LOCATIO~ FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINEif IN TH E FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON 1EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PhVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYP~. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE ITHROUGH. 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 TH E PAVING. I 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE.I ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DEl'AILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TJ BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS ALL HEADS ARE TO BE ADJUSTED io PREVENT OVERSPRAY ONTO BUI LDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED l[O, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING S<CREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SH:jLL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINj GE 14. THE CONTRACTOFj SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWIEENEY AND ASSOCIATES RECOMMENDS :~:i~~~iF:~~jRi:~=E~~i?it~~~~iEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPL y 15 THE CONTRACTo~lis REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATl<pNS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 O!il 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, 15. ~:::::::::I::l::~o:H::::ABKEE :::DcT:N1::~:::; ::~:~::::~::s:~:1:::.~:; ::1::~~::::~::URFACE, UNLESS THE ADJA<CENT IMPERMEABLE SURFACE(S) ARE DESIGNED TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. 17 IRRIGATION MAINLIINE SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY. VALVE CALLOUT LEGEND CONTROLLER LETTER I STATION NUMBER !VALVE SIZE IN INCHES I I VALVE FLOW RATE IN G.P.M. .!--'-~-'-~-'-~-~ A20 I" 35 25 --OPERATING PRESSURE (PSI) , HZI DT 0.70 1.500 --ZONE AREA (SFT) L L L ZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART ARCHITECTURE ENGINEERING JNTERCOR DESIGN LANDSCAPE ARCHITECTURE PLArJNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 FOR DRIP TUBING ZONES 1,750' --LENGTH OF DRIP TUBING TUBING MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All projec1 documents are copyright protected. are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in parl for any project or purpose exc.ept 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 liabilily for copyright intringemenl, unlavtlu! disclosure, use or misappropriation of property riohts held by LPA. The unauthorized use of the project documents will give rise lo lilt! reoov1=ry of monelary losses and damages includinq attorney fees and costs for which the un3uthorized user will be held liable. Proiect documents describe the design intent of the wori<: and are not a representation of as-built or existing conditions. LPA is not responsible for any discl'epar1cies between the project documents and the exis1ing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 1111312023 1st PLAN CHECK SUBMITTAL 0112912024 2nd PLAN CHECK SUBMITTAL 0510112024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 05/1912025 SYMBOL Q T H F C908EIJ v NO SYMBOL NO SYMBOL NO SYMBOL -- ® fi2l ~ NO SYMBOL [yJ IE] - @ • IE NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL Job Number Checked By Scale Date Published IRRIGATION MATERIAL LEGEND MANUFACTURER MODEL NO. I DESCRIPTION FLOW RATE (GPM) PSI RADIUS PR.RATE DETAIL RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM NETAFIM AS APPROVED GPH IRRIGATION/ HUNTER P.O.C. WILKINS V.I.T. SUPERIOR I.T.S I FLOWMEC LASCO RAIN BIRD RAIN BIRD RAIN BIRD I.T.S I CALSENSE I.T.S I CALSENSE NIA AS APPROVED AS APPROVED AS APPROVED LASCO WELD-ON AS APPROVED RD-1 2-S-P30-F 12" POP-UP SHRUB HEAD WITH 15 SERIES HE-VAN ADJUSTABLE ARC NOZZLE RD-06-S-P30-F 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50O 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. .93, 1.23, 1.85, 3.70 .50 (1 .00 TOTAL) 25 25 15 FT 1.5 FT SPRINKLER HEADS WITH 112" NPT INLETS SHALL BE INSTALLED WITH A SA-125050 POLY SWING JOINT AS PART OF THE ASSEMBLY 1.83 IN.IHR 1.50 IN.IHR SUB-SURFACE DRIP TUBING AS DESCRIBED BELOW: 0.53 GPH I EMITTER 30 NIA 0.70 IN.IHR. 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 112" SCH. 40 PVC THREADED 90° ELBOW, A 112" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A TL050MA 17mm BARB X 112" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 112" SCH. 40 PVC THREADED TEE FITTING, A 112" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) TL050MA 17mm BARB X 112" 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 I 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. EXISTING 1" POTABLE (DOMESTIC) DEDICATED IRRIGATION WATER METER WITH 1" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD. 975XLS, 2" RIP 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. QS100, 1" ULTRASONIC FLOW SENSOR AS PART OF CONTROLLER ASSEMBLY, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1114" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. USE SPEARS DS-100 CONNECTORS WITH DS-300 SEALANT. 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 I 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 PLAST IC 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 IMPERIAL TECHNICAL SERVICES CALSENSE CONTROLLER ASSEMBLY, MOD.# ICA6-CS3-24/CSTP110/CS3ENIRB-1/CS3WK/FM-1 U 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. 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 314" -1 114" 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 18" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS USED WITH SOLVENT WIELD 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 LOWVOC "PURPL E PRIMER". SOLVENT CEMENT SHALL BE 705 LOWVOC, 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. A A,B A C,D,E C,D,E C,D,E C,D,E D,F NIA G G H J K L M N 0 NIA p p Q NIA NIA NIA PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14U F AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES P,Q,R SHALL ElE RED IN COLOR, COMMON GROUND WIRE SHALL ElE WHITE IN COLOR, SPARE WIRES SHALL ElE 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. GPH IRRIGATION GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS NOS (K.B.I.) 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 I BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NDS (K.B.I.) RAIN BIRD 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 I BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. VALVE BOXES, SIZE PER EQUIPMENT LEGE ND, 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 HOPE 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 . 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 sweenebl + associates I RRIGATION DESIGN AND CONSULTING 38730 St y Canycn Or i·,c, Suite C Murrie;a, Ca 9:15G3 c: lnl o@&w~cncyJSrnccom t , 195 1) Hl-6830 w· www.~wl'°"ncy~BOC r'.lm t· j95 J) 461 -68 50 f----+---+--------------------;---+----t----t----t I s23T I "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERIN G DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR: R NIA NIA s DATE DATE 05/19/2025 MONROE STREET POOL REPLACEMENT IRRIGATION LEGEND AND NOTES L6.02 01-\TE INITIAL DATE INITIAL DATE IN ITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C1TY APPROVAL 199-4L _J L 12" ,---------INSTALL POP-UP SPRAY HEAD FLUSH WITH FINISHED SOIL GRADE IN TURF AREAS >-------POP-UP SPRAY HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER INLET HAS 112" NPT THREADS. ,,-----SIX (6) INCH POP-UP SPRINKLER HEAD ,---PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 112" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 112" SIZE WITH FIPT THREADS PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW FINISHED SOIL GRADE AT DEPTH SHOWN ON I I .I I ~ DRIP LINE OF CANOPY TREE OR PALM ~---AMENDED BACKFILL MIX. SEE PLANTING PLANS "\. '----'/' ---UNDISTURBED SOIL i----+-='-+--ROOT BALL OF TREE OR PALM u -S } : .-(!{JJ) / -:1 S ,__·..,,_--~-6· POP-UP STREAM BUBBLER HEAD WITH • · •1' , ·. t'· . •. A 90" ARC PATTERN THREE (3) STREAM • . ._ · .. ·., BUBBLER NOZZLE, SEE THE LEGEND FOR ALL REQUIRED COMPONENTS. ADJUST THE NOZZLE STREAMS TO WET THE ROOT BALL '-'--"'-'-'--'c,,'--'---"-+' AND AMENDED SOIL AREA WITHOUT HITTING. .. THE TRUNK OF THE TREE OR PALM. SEE , POP-UP SPRINKLER DETAIL FOR INSTALLATION. i-.c---_J~ll========::::;:=t:i1r_1_~LEGEND AND PIPE INSTALLATION DETAIL '::::-i---,_~__:_•'---~--'-4~~"i'.,~, ____ 3/4" PVC LATERAL LINE PIPE '------314" PVC TEE FITTING ----------TWELVE (12) INCH POP-UP SPRINKLER HEAD 1-------314" PVC LATERAL LINE PIPE FROM RCV --------12" POP-UP HEAD SWING JOINT CONFIGURATION NOTE: INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. 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· INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS POSITION MSBN-50Q STREAM BUBBLER HEADS 6" FROM THE ROOT BALL POSITION MSBN-25Q STREAM BUBBLER HEADS 1" FROM THE ROOT BALL SECTION VIEW-N.T.S. PLAN VIEW -N.T.S. POP-UP SPRINKLER HEAD @ TREE BUBBLER LAYOUT I DRIPLINE TUBING EXTENDS TO LIMITS SHOWN ON PLANS 1 TUBING GRID (TYPICAL) FOR TUBING GRID, PER PLANS I +--. -·-· -·-·- i,-------PVC HEADERS EXTEND ACROSS -------i i----DRIPLINE TUBING EXTEND·----4• PLANTED AREAS FOR DRIPLINE -.•:-,', • ACROSS PLANTED AREAS CENTER FEED PVC----DISCHARGE HEADER-----------,-: ---PROVIDE A PERIMETER ROW OF --- t • DRIPLINE TUBING I I ., EXTENDS TO LIMITS '7 I SHOWN ON PLANS ' .----+ SUPPL y HEADER • __. I TUBING AROUND ENTIRE PLANTER +--.-"I!' 7 I 4" INSIDE OF PAVEMENT EDGE ' PVC HEADER 16" OFF OF PAVING-------• ~CONNECTION BETWEEN __. _ . _ _. ,..:.__ 7 ' DRIPLINE AND PVC HEADER : ~'_L___FLUSH VALVE I INDICATOR HEAD, +-_ . _ . _ --_ . _ . _ . ____ . ______ ---~INSTALL ON DISCHARGE HEADER CONNECTION BETWEEN_______,/ •-PVC SUPPLY HEADER, SEE PLANS, :---'------PVC DISCHARGE HEADER, DRIPLINE AND PVC HEADER : 1 114" MIN. SIZE, 12" BELOW GRADE , SEE PLANS, 1 114" MINIMUM SIZE, • j 1 12" BELOW GRADE, 16" IN DRIP CONTROL VALVE-::--........ SEE PLANS AND DETAILS FOR INSTALLATION ---PVC LATERAL LINE, SEE PLANS, 1 1/4" MINIMUM SIZE, 12" BELOW GRADE --~4" FROM HARDSCAPE EDGE J 4) ' 16" r.. --DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. :-END FEED SUPPLY HEADER ' • ---+ ' :-PVC HEADER 16" OFF OF PAVING ------+ I ' ' ' • ---+ •-PVC SUPPLY HEADER, SEE PLANS, : 1 114" MIN. SIZE, 12" BELOW GRADE 4"~L. -- 4 ---+ 16" ~ PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING. SEE PLANS FOR SIZE, 1 114" MINIMUM. INSTALLED 12" BELOW GRADE. INSTALL LATERAL LIPE IN A SLEEVE WHEN CROSSING PAVEMENT. PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1 1/4" MINIMUM, INSTALLED 12" BELOW GRADE ~----PAVING SURROUNDING AND ADJACENT TO PLANTER AREA "'------------VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. NOTE: 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 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 PVC PIPE FOR LATERALS, SUPPLY HEADERS AND DISCHARGE HEADERS SHALL BE MINIMUM 1 1/4" SIZE, OR SIZED AS SHOWN ON THE PLANS. ENTIRE PERIMETER OF PLANTING AREA SHALL HAVE A ROW OF DRIP TUBING INSTALLED 4" OFF OF THE EDGE OF THE HARDSCAPE AS SHOWN ABOVE. ® DRIP TUBING LAYOUT ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNJNG 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 lrvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST_ CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD PLAN VIEW -N. T.S. This document and all other proJect documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents arP. copyright protected, are 1he property of LPA, Inc. (LPA) and cannot be la\ivfuUy used in whole or in part for any project or purpose except as se-1 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 10 liability for copyrighl infringement, unlavvful disclosure, use or misappropriation of property riglits held by LPA. The unau1horized 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 i11leril of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between 1he project documents and the existing conditions @ LPA, Inc. SHRUBS OR GROUND COVERS, ----------~,I'\" /7'l ['\, /~ ,,.-a SEE PLANTING PLANS \ ' v ,-, \ / ' I ·'', MULCH LAYER, SEE PLANTING PLANS-------~ I ' \ ~ ·-TURF, SEE PLANTING PLANS----\/, J I I FINISHED SOIL GR/\li,E-------,~alla;!I a/a1_!-_!.,_1*1 *1~-il.lLl;al ~,:;al '"1---"'l""I '"l_:a_a;;I '"I .-,~.,.I ""I 1~' a.,J -----r-r ~:!SDHEED SOIL AMENDEDSITESOIL----I I I I II I II I I I II I I II I I I I I I 1I I II I I II II I I II I II I I I1 4,INSHRUBBEDS INLINE DRIP TUBING V\!ITH-------.._,__ • / 1' 1=11 1=1 11=11 1=111=11 1=111=111: I INTERNAL DRIP EMITTERS, "-. -------_ --- ----_- SEE LEGEND FOR BRAND, --- MODEL AND PERFORMANCE =-Ill I I I Il l Ill i ll, 112" MIPT X 17mm BARB MALE ----+-'-+'I' I 11 1 111 ' ADAPTER FITTING, TWO (2) REQUIRED 11 1 l"f=='""'l":II I 111 11 FOR TEE FITTING, ONE (1) FOR 90° ELL -I 11 I 111 I I I:=- scH. 40 PVC THREADED TEE---------;l==cl;:_1II 111 OR 90" ELL FITTING, 112' SIZE :1 11 1-1 11 11 ' 12" MINIMUM SCH. 80 PVC THREADED NIPPLE, -----:-,I It"_ 111 11 1 111 111 112'' X LENGTH AS REQUIRED cl ul 1111111 'I GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE, I 111- #GFN050600' 1/2" MIPT X 112" FIPT X 66~" L~E~N~G~T~H'.__ __ ~~~~~~ SCH. 40 PVC SLIP X SLIP X 112" FIPT-'-'-;1------...Jtl I l:- TEE FITTING, HEADER SIZE BY 112" . DRIP TUBING SUPPLY OR DISCHARGE-------,'--r'- HEADER, PVC LATERAL LINE PIPE, 1" MINIMUM SIZE, OTHERWISE SIZE PER THE DRAWINGS GPH IRRIGATION PRODUCTS 9" PVC---""' / COATED WIRE STAKE, #GDTS140900, INSTALLED FIVE (5) FEET ON CENTER '-----========---~ NOTE: DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT ENO RUNS OF TUBING, USE A 90' ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR THE CONNECTION SECTION VIEW -N.T.S. © DRIP CONNECTION INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING r,,:0..,------POP-UP INDICATOR HEAD, VMTH A ,l'---4''----,t'-----t ·-----t,I' 17 1 -Il l -I 1-i=J i -l-,-III-ITI' -Ill -I I I m 111 -111 --111 m m m GPH IRRIGATION DRIP FLUSH NOZZLE. MODEL #GDFN, ORANGE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. 1t112" ~~:~::LF:~:_::~::::~:TRO :E;:TER ~ 111 _ 112" ABOVE FINISHED SOIL GRADE IN I l..:._f SHRUB AND GROUND COVER AREAS 111 111 11 1 fiJ 111 11 1 11 1 11 -~=1 I 1=111=111Q5lz=11 1=111=11 1= m ::-UNDISTURBED SOIL 11=1 ----SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL NOTE 1 ----DRIP CONNECTION ASSEMflL Y, SEE DRIP TUBING CONNECTION DETAIL ----DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL ----SCH 40 PVC SxSxT TEE FITTING , LATERAL X LATERAL X 112" SIZE WITH FIPT THREADS t-----12" POP-UP HEAD, SEE LEGEND ----PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512. VMTH PVC STREET ELL. ----DRIP SYSTEM DISCHARGE HEADER, "-S;;;;;;;? PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE PER THE DRIP INSTALLATION DETAILS 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. SECTION VIEW -N.T.S. ® FLUSH VALVE/INDICATOR HEAD @ NOTE: _;;;;;;;;,;;;;;;;;,;;,;;;;;;,;,;;;;;;;;;;,;;,;;;;;;;;;;;;;;;;;;:;::;;;;;;;;;;;;;;;;;;;;;;;;;;;;~,....--AMENDED SOIL/" ,-· -11 1--111--111--1 1 1-' -I I--1 11--1 11--1 11-~Nus~~~L~s~ITEfT10N J 1,1=1 I 1=1I1=11 1=1 I 1=1 I 1=1 I 1=1 I 1=1 4 • ----- -"'"--'-'•·-- ---DRIP TUBING ---AMENDED SOIL' I BRING SOIL LEVEL TO 4.5" BELOW FINISHED SOIL GRADE PRIOR TO DRIP -= = ----i ---TUBING INSTALLATION 1-11 1-1 11-11 1-1 1 1-1 11-1 11 -1 1 1-1 1 1- WIRESTAKE RECOMMENDED INSTALLATION •ASPER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4 5" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE SECTION VIEW -N.T.S. DRIP TUBING LAYOUT (SECTION) ,-----------------FINISH SOIL GRADE ~-------------BRASS THREADED 90' ELL, FOUR (4) REQUIRED, TYPICAL ~---------RIP PRINCIPLE BACKFLOW DEVICE WITH A BRONZE WYE STRAINER AND TWO (2) BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE m 11r===~:===11 ,__ ___ "SMOOTH TOUCH" STAINLESS STEEL BACKFLOW ASSEMBLY ENCLOSURE IF SPECIFIED -f------BRASS NIPPLES, LENGTHS AS REQUIRED :JIO!+-----PRESSURE REGULATOR, IF SPECIFIED f-----BRASS UNION, ONE (1) REQUIRED IF A PRV IS SPECIFIED, TWO (2) REQUIRED . ' - 13 1131 ==; ll==I O 'lii=i"i:=3I = I = 13 IF PRV NOT SPECIFIED, ONE (1) PER LEG 3 11==111=111=111 i=TTI ·lil==TTI== ~~m-SPEARS 835-0XXSR SPECIAL REINFORCED I=II131T=i=I 0ffic=:l I3 Ii= 11==11= SCH 80 PVC FEMALE ADAPTER -n-~Illffilll 1l\ i\Mrn~ll~[IT#m!rn_ 0 '5:leictJb:J=--PVC MAINLINE TO MASTER VALVE l CONCRETE SLAB ~----------~----BRASS NIPPLE, 12" MINIMUM LENGTH ~----------------COPPER FEMALE ADAPTER ~-----------------TYPE K COPPER PIPE FROM WATER METER INSTALL THE PRESSURE REGULATOR ONLY IF IT IS SPECIFIED IN THE LEGEND. BACKFLOW DEVICE OUTLET SHALL BE INSTALLED A MINIMUM OF 12" ABOVE FINISHED SOIL GRADE. ASSEMBLY PIPING AND FITTINGS SHALL BE SIZED EQUAL TO THE SIZE OF THE BACKFLOW PREVENTION DEVICE USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK, 1 B" WIDE ANO EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, OR BE THE SIZE REQUIRED BY THE ENCLOSURE MANUFACTURER NO THREADED CONNECTIONS SHALL BE MADE UNDER THE CONCRETE SLAB. SECTION VIEW -N.T.S. @ BACKFLOW DEVICE 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 sweeney + associates IR R I GAT I O N D ESIGN AND CONSULTING M urr i~rn, c~ 92S6l c lnfo@swcr.ncya~~o c.com t, {951) 4£1-6330 w: www .swcc~c~a~soe .com f, /95l) '16 l ·&S50 RCE REVIEWED BY INSPECTOR "AS BUil T" EXP. DATE DATE Submittal Date 100% SCHEMATIC DESIGN 0612712023 100% DESIGN DEVELOPMENT 0910112023 50% CONSTRUCTION DOCS 11113/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 05/19/2025 -------i------'---+---+--------------------+-----+----l---+-------, I SH2E4ET I Job Number r Checked By :===~======E=N=G=IN=E=ER=l=NG=DE=P=A=RT=M=E=NT====== CITY OF CARLSBAD Scale Date Published 05/19/2025 IRRIGATION DETAILS L6.03 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREET POOL REPLACEMENT APPROVED: ~ PLANNING OWNBY ___ _ CHKO BY· ___ _ RVWD BY: PROJECT NO. LPC2024-0008 PUB2023-0004 9 (& /zc,, DAI E DRAWING NO. 199-4L _I ~-----FINISH SOIL GRADE IN TURF AREAS ~-PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. NOTE: g_o~'a__ L PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER . USE SCH 80 PVC 45° ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED --FINISHED SOIL GRADE IN SHRUB AREAS --\\l+,,,,,+f---24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS ~ PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS AND SPECIFICATIONS ~-BRICK SUPPORTS, FOUR (4) REQUIRED ~ WIRE PATH TO :::.::-~~===::,/ CONTROLLER, IN CONDUIT '-------314" CRUSHED GRAVEL, 4" MINIMUM DEPTH '--------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX '-----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE '-----LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW-N.T.S . ® MASTER CONTROL VALVE ~-----FINISHED SOIL GRADE IN TURF AREAS I 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 PVC PIPE, AS --~-r LATERAL LINE, SIZE PER PLANS, TYPE PER LEGEND BRICK SUPPORTS, FOUR (4) REQUIRED 2" MIN. LASCO #896 PVC UNION---~ SLIP X MIPT. SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO-----~ COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL------__J VALVE, SEE LEGEND FOR TYPE NOTE: 2" IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-Y1 '1IE3--E"---24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90" ELL FITTING" '--1----1--PVC MAINLINE PIPE" -PVC MAINLINE PIPE RISER", LENGTH AS REQUIRED \_ TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~--11---+--l--3/4" CRUSHED GRAVEL, PJ 4' MINIMUM DEPTH SCH. 80 PVC TEE OR 9D" ELL FITTING ON MAINLINE, MAINLINE SIZE X RCV X RCV (TEE) OR MAINLINE SIZE X RCV (ELL) "ABOVE INDICATES SIZE PER RCV ------FINISH SOIL GRADE IN TURF AREAS I PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 2" ' FINISHED SOil GRADE IN SHRUB AREAS -lli:!±s-,.,,.---24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS 10 PIPE DIA-. -- PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN 10 PIPE DIA. UP STREAM AND 5 PIPE DIA. DOWN STREAM OF SENSOR LASCO PVC MALE ADAPTER L MAINLINE TO RCVS PIPE PER PLANS AND SPECS. ~---BRICK SUPPORTS, 4 REQUIRED MPT X SLIP, SIZE PER FLOW SENSOR, 2 REQUIRED FOR ASSEMBLY ~----CONTROL WIRES TO CONTROLLER. IN CONDUIT 314" CRUSHED GRAVEL ______ J '-----FLOW SENSOR, SEE LEGEND FOR BRAND, MODEL AND SIZE 4" MINIMUM DEPTH NOTE '------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE. DO NOT CUT BOX. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED SECTION VIEW -N.T.S. CD BRASS FLOW SENSOR ~--------FINISHED SOIL GRADE IN TURF AREAS ~---INLINE, PRE-SET PRESSURE REGULATOR. SIZE PER RCV ~-DRIP SYSTEM WYE FILTER, SIZE PER RCV I PLASTIC RECTANGULAR VALVE BOX (SIZE AS REQUIRED) WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID FINISHED SOIL GRADE 2" 2" IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-Y1 PVC PIPE, AS LATERAL LINE, SIZE PER PLANS. TYPE PER LEGEND AL-:~~~DHIEIDi~~1i1~~~11~n~i:~~1:-===:::---24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS BRICK SUPPORTS, _j FOUR (4) REQUIRED LASCO #896 PVC UNION ---' SLIP X MIPT, SIZE PER RCV. TWO (2/ PER ASSEMBLY LANDSCAPE FABRIC TO COVER THE BOTTOM ANO SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL----f VALVE, SEE LEGEND FOR TYPE SCH. 80 PVC 90" ELL FITTING' ~~•·---PVC MAINLINE PIPE' ===i"JCC::::::o.i "-----TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~ PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED SCH. 80 PVC TEE OR 90° ELL FITTING ON MAINLINE, MA/11/llNE SIZE X RCV X RCV (TEE) OR MAINLINE SIZE X RCV (ELL) • ABOVE INDICATES SIZE PER RCV '---314" CRUSHED GRAVEL, 4" MINIMUM DEPTH --------FINISHED SOIL GRADE IN TURF AREAS 6" NOTE: PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT HEAT BRAND "BV" ONTO LID. 2" FINISHED SOil GRADE IN SHRUB AREAS LASCO "SLO-CLOSE" SCH. 80 PVC, TRU-UNION BALL VALVE, WITH PVC SOCKET CONNECTIONS . SIZE PER MAINLINE SIZE ,~~~------6" DIAMETER PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM 1-----BRICK SUPPORTS, ~. THREE (3) REQUIRED ~ -----ONE CUBIC FOOT OF ,~oO~ 3/4" CRUSHED GRAVEL ,o C ~ /Jo o O ~ PVC IRRIGATION MAINLINE, g _____ ./ SEE LEGEND FOR SPECIFICATION '---------SOLVENT WELD PVC CONNECTIONS PROVIDE ONE (1) 30" LONG STEEL 'VALVE KEY" FOR EACH TEN (10) BALL VALVES INSTALLED ON THE PROJECT. 0 BALL VALVE 1. Imperial Assemblies 16" top entry Controller Assembly NEMA JR rainproof enc1oswe (U L lisle::-) 2. ControIlcr 3. Fower switch/GFI receptacle 4. Master valve relay ossembly or pump s\art relay ussembly (optional) 5. Terminal Baaed 6. Remote Rece·ver Connect-Jr (opticrlDI) 7. 1" PVC conduit for 120 \/AC from metered power supply 8. PVC conduit for control wires_. size as required 9. Fill vc,ics with 3/8" =>ca Creve! 10. 1" PVC conrl1i't for flc:w sensor coble rAIGE CABLE P -7162 - D (if applicable) 11. Poured concrete bcse 12. Ru:11 Sensor -Enclosure Mounted SECTION VIEW-N.T.S. * Nole all grounding requirements for controller assemblies ~hull ,~011ru1 111 lo locul electrical codes. * Seal voids in conduit with approved sealant such as Zipseal or other. 16" x 16" Top Entry Controller Assembly (ICA6 Series) ~\ NOTE· lc=c===~--'------'--------------'---'-------'-------------1 1 I USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. ICA6 DWG ~ NOTE ~----------FINISHED SOIL GRADE IN TURF AREAS ' i ~----PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QC\f' ONTO LID. 2" • -FINISHED SOil GRADE IN SHRUB AREAS ~~I -'+c-11~1 *1-11--QUICK COUPLING VALVE WITH 1" FIPT INLET 111 11 1 • THREADS AND A YELLOW VINYL LOCKING CAP 1 i' II11 i'I I ~---1===--314" CRUSHED GRAVEL, 4" MINIMUM DEPTH 11----LANDSCAPE FABRIC TO "" 0 •.~~~;i:1~ COVER BOTTOM AND ALL 0 •~ ~ SIDES OF VALVE BOX ~-!!,;,' • ~~ • ~6!!J~ BRICK SUPPORTS. THREE (3) REQUIRED H--------REBAR STAKES, #3 X 24" LONG, TWO (2) REQUIRED ,£----H--------J>!--------LASCO SNAP-LOK PVC SWING JOINT WITH 0-RINGS, A MALE 1" MIPT THREADED PVC INLET, PVC STABILIZER ELBOW, 12" LAY LENGTH AND SNAP-LOK COLLAR. USE #G13S-218 WITH A 1" MIPT THREAD BRASS OUTLET. '-----------------SCH. 80 PVC SST MAINLINE TEE FITTING, MAINLINE SIZE X 1" FIPT FOR CONNECTION TO THE SWING JOINT 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. WHEN USING A 314" QUICK COUPLER VALVE, USE A LASCO G13T-212 SWING JOINT WITH A 314" BRASS OUTLET FOR CONNECTION TO THE QCV INLET. ALL OTHER PARTS OF SWING JOINT SHALL REMAIN 1" SIZE. USE A NON-HARDENING. TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. ® SECTION VIEW - N.T.S. QUICK COUPLER VALVE l) / ,,/' (%) H-1--------{5) -•,______--<@ I (J)-< \,\ CD ® Q) @) ([) ® CD G]i] RAIN SENSOR MOUNTING BRACKET (INCLUDED WITH SENSOR) SENSOR CABLE (200FT MAXIMUM) 1" WEATHER HEAD 1" GRAY SCH. 4D PVC CONDUIT FOR RAIN SENSOR CABLE STEEL POLE I LAMP POLE IRRIGATION CONTROLLER ASSEMBLY AND GROUNDING ROD SHOWN FOR REFERENCE ONLY; REFER TO IRRIGATION CONTROLLER DETAIL I 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. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX. DO NOT CUT THE BOX. / l-------------------------------s_E_,::;:;~:;:; 1 :;:;~.'-~';,;;~;:;;!;;_-:V;,;;•;:;;~:::~~"'-l~:;.--_s-l.f-------------------------------S-E,;:;:;;a,::;;;~-?;.;I~;..",;,."~;;,; 1 E:,,;-:v.,;.~:::-·:::~;..-~;..s_. iiifi~:u~:ii~aiHi~u~iiiilill:ii. _____________________ L _________ ~G'~~==~------------~L ~u _________ J ® @ Tl PPI NG RAIN BUCKET REMOTE CONTROL VALVE ARCHITECTURE ENGINEERING mTERIOR DESIGI~ LANDSCAPE ARCHITECTURE PLANNJNG 949-261-1001 Office LPADesignStudios,com 5301 California Avenue, Suite 100 Irvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD DRIP REMOTE CONTROL VALVE This document and all other projec1 documents, ideas, aesthetics and designs incorporated therein are instruments of service. AU project documents cJrc copyright protected. are the property of LPA, Inc. {LPA) and cannot be lawfully u~er:I in whole or in par1 for any project or purpose exr.e.pt as set forth in the contractual ogreemenl betweerl LPA and its Client. The unauthorired disclosure and/or use of the project documents (including ihe creation of deriva1ive works), may give rise to liability for copyright infringement; unlawful disclosure, use or misappropriation of property rights held by LPA. The unau1horized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees nnrl costs for which the unauthorized user will be held liable Project documents describe the design intent of the work and are no1 a representation cf as-built or existing conditions. LPA is not responsible for any discrepancies between the proJect documents and the existing conditions. © LPA, Inc. CONTROLLER ASSEMBLY Submittal Date 100% SCHEMATIC DESIGN 06/2712023 100% DESIGN DEVELOPMENT 09/0112023 50% CONSTRUCTION DOCS 1111 312023 1st PLAN CHECK SUBMITTAL 0112912024 2nd PLAN CHECK SUBMITTAL 0510112024 3rd LANDSCAPE SUBMITTAL 08/0912024 3rd LANDSCAPE SUBMITTAL 05/19/2025 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 sweeney + associates IRR I GATION DES I GN AND CONSULTING M urr i~ra, (.l 9 2563 r.; info@nvccncyas~or co m t ; [9'.o1I 4G l ·(,BJ0 "'' w w w.~w cr.n e)'os~oc.cc m t : {9S l ) 461 -6850 RCE REVIEWED BY INSPECTOR "AS BUil T" EXP. DATE DATE JobNu-r ~ ~--+---f-----------------1-----------1-------+------1------1--------l 5 Checked By ~==='----'======E=N=G=IN=EE=R=IN=G=D=E=PA=R=T=M=EN=T=======; CITY OF CARLSBAD Scale Date Published 05/19/2025 IRRIGATION DETAILS L6.04 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAi LANDSCAPE IMPROVEMENT PLANS FOR· MONROE STREET POOL REPLACEMENT APPROVED: --~~~~~~-~ (vlz,u PLANNING DATE OWN BY· ___ _ PRO.JECT NO. DRAWING NO. DP.TE INITIAL CITY APPROVAL CHKDBY ___ _ RWIID BY: LPC2024-0008 PUB2023-0004 199-4L 111 1 111 1 I I I I II I . A FINISH SOIL GRADE B 11 1----UNDISTURBED SITE SOIL ·~1---+-1e+-I---CLEAN, COMPACTED BACKFILL SOIL SEE SPECIFICATIONS 1-=~-cc+'-c--~--'-'-~~--i==+++---IRRIGATION NON-PRESSURE LATERAL LINE ·~-i-,--+t-+--+--IRRIGATION PRESSURE MAINLINE 1-----F=t-tt~--LOW VOLTAGE CONTROL WIRES, IN CONDUIT IF SPECIFIED ON LEGEND I I II I ·.••• .111 . '==,--.. T7='=T-ri==="'1-TT=l=tYT=, .==1., ,I I . ,I PIPE SIZES A SIZES 314" TO 2 112" 12" SIZES 3" AND 5-1 /2" 18" SIZES 6" AND LARGER X NOTE '-----------SEPARATION BETWEEN PIPES AND TRE NCH WALLS, SEE CHART B C D 18" 18" 4" 24" 24" 4" 36" 36" 6" 1. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATIOr-1 ON THE PROJECT. OfAL 811 OR LOG ONTO WWW. DIGALERTCOM 11 1 1 1 I I 111-1==1 l~I 1 11 I I I 11 ___,_IJ-,f ~-PAVING, SEE SITE PLANS D D I I .111 --". =. TT'T _= _= _=i-n::~\r,~= --~===;__~-+="'=======:_,-+~==---SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART PIPE SIZES A B C D UNDER PEDESTRIAN PAVING LESS THAN 3" 18" 24" 24" 4" 3" TO 5-1/2" 18" 24" 24" 4" 6" AND GREATER 18" 36" 36" 4" UNDER VEHICULAR PAVING 6" OR LESS 18" 36" 36' 6" GREATER THAN 6" 24" 48" 48" 6" NOTE: 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.DIGALERTORG. SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. NOTE· #--------LOW VOLTAGE WIRES, 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 1¢iAH=;~------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 111--------POLY TUBE PRE-FILLED WITH 100% SILICONE WATERPROOF GEL ,,.---LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRE CT BURY SPLICE KIT 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. 2. CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES. SECTION VIEW -NTS. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. NTS SECTION VIEW -NTS. ® PIPE INSTALLATION ARCHITECTURE ENGINEERING HHERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 @ MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD SLEEVE INSTALLATION This cio(lJment and all other pruject documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyri!:fht protected. are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part !or any project or purpose except as set forth in the contractual agreement between LPA and its Client. The! unauthorized disdosure and/or use of the project documents (induding the creation of derivative works), may give rise lo 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 he held liahle Project doCtJments describe the design intent of the work and are not a representation of as➔buill u1 exislini:l conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA. Inc. ® WIRE CONNECTION Submittal Date 100% SCHEMATIC DESIGN 06127/2023 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 LANDSCAPE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 05/19/2025 Job Number Checked By Scale Date Published 05/19/2025 IRRIGATION DETAILS L6.05 DATE INITIAL ENGINEER OF WORK 00 NOTE: NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO FACILITATE SERVICING OF THE VALVE DR EQUIPMENT 2 SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE COLlAPSE AND J OR DEFORMATION OF VALVE BOXES_ 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. BALL VALVE BOX, TYPICAL . &,,: RCV ' :x A13 VALVE BOX, TYPICAL-- ALIGN BOX EDGES ' RCV A14 n X ++ ++ EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING QCV BOX, TYPICAL RCV A15 n ++ VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. "! PLAN VIEW -NTS. ® VALVE BOX LAYOUT 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 sweeney + associates IRRIGATION DESIGN AND CONSULTING f✓,\.lrric t a, c~ 92S63 r : info§owc~ncya~rnc mm t j951 1 461-6830 w: www sw('~.~~·,.issoc com t )951) 461 ~&50 "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR: DATE DATE MONROE STREET POOL REPLACEMENT APPROVED 1 Ir..,; I JI/' PLANNING DATE OWN BY: ____ _ PROJECT NO DRAWlNGNO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKO BY ____ _ RVVVD BY: LPC2024-0008 PUB2023-0004 199-4L _I WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX E P-25(C) Devel opment Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov WATER EFFICIENT LANDSCAPE WORKSHEET Th s worksheet is fil led out by the project applicant and it is a req uired element of the La dscape Documentation Package . H DROZONE IN FORMATION TABLE Pl ase complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to rovide the square footage of landscape area per hydrozone . Contr lier Hydrozone• Zone # or Valve LOW WATER HZ1 LOW WATER HZ2 LOW WATER HZJ MOD WATER HZ4 Total * Hydr zone VLW -Very Low Water Use Plants LW -L w Water Use Plants MW -oderate Water Use Plants HW -igh Water Use Plants P-2 (C) Irrigation Plant Method** Type/Factor .. • PF DRIP O~~Q DRIP 0.30 SPRAY 0.30 BUBBLER 0.50 ,. .. ,mgation Method MS = Micro-spray S = Spray R =Rotor B= Bubbler O= Orlp 0 = Other Page 1 or 4 Hydrozone % of Total Area (Sq. Ft.) Landscaped Area 2 675 21% 6 230 50% 3,525 28% 120 1 "' lo 12 550 100% '"'Plant Factor from WUCOLS Ill or list as water feature as appropriate Revised 04/12 MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the followi ng equation: MAWA = (ETo)(0.62)[(0.45xLA) + (0.55xSLA)] The abbreviations used in the equation have the following meanings: Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot MAWA ETo 0.62 0.45 LA 0.55 ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.45 = 0.55) SLA Special landscaped area in square feet. Show Calculation: (44)*(0.62)[(0.45 x12,550) + (0.55 X 0)1= 154,078 MAXIMUM APPLIED WATER ALLOWANCE= __ 1_54~0_78 ____ GALLONS PER YEAR LJ_ • . L 111111 11m11 HYDROZONE DIAGRAM. REFER TO HYDROZONE TABLE MONROE STREET POOL REPLACEMENT This document and all olher project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the properiy of LP A, Inc. (LPA) and urnnul bt> lawfully used in whole ur in µarl for a11y project or purpose except as set forth in the contractual agreemenl between LPA and its Client. The unauthorized disclosure and/or use of the proJcct documents (including 1he creation of derivative works), may give rise 1o liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA The u11ault10rized use uF lhe p1ojecl documents will !.-ji\l'e rise ARCHITECTURE ENGJNEERJNG INTERlOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 I rvine, California 926 17 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD lo 1he recovery of monetary losses and damages including attorney fees and costs for which the unauthorizl?d 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 µmJecl documents and 1he existing conditions. © LPA, Inc, ESTIMATED TOTAL WATER USE A landscape project subject to the Water Efficient Landscape Ordinance shall include the ETWU for the plans, including the calculations used to determine the ETWU . The ETWU for a proposed project shall not exceed the MAWA The following equation shall be used to calculate the ETWU for each landscaped area and the entire project: The abbreviations used in the equation have the following meanings: ETWU Estimated total water use in gallons per year. ET o Evapotranspiration in inches per year 0.62 Conversion factor to gallons per square foot. PF Plant factor from WUCOLS Ill HA Hydrozone Area in square feet. Each HA shall be classified based upon the IE SLA / -,,,,,,,.,. + + l~ +.:,.> +-~-t + + - ' + + + - • + + + -' _,_, data included in the landscape and irrigation plan as high, moderate, low, or very low water use. Irrigation Efficiency of the irrigation method used in the hydrozone. Special landscaped area in square feet. * \ \~ ! i EXISTING PLANTING AREA NOT INCLUDED IN CALCULATIONS I EXISTING PLANTING AREA : NOT INCLUDED IN CALCULATIONS I ' ! I POC or Controller A Plant I lrrig. Type Low Water Use Planti ng Drip Tubing Moderate Water Use Planting Drip Tubing Low Water Use Bioswale Spray Moderate-Water Use Trees Bubblers Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 - 5 with SLA Zone Below -use as many tables as necessar to complete all h drozones) Evapotranspiration Rate ETo * Conversion Factor (Step 1 x Step 2) Plant Factor (PFt• (From WUCOLS) (VLW -HW 0.1 -0.8 Area of Hydrozone (sq. ft. HA) (Step 4 x Step 5) Irrigation Efficiency IE*** (Step 6 • Step 7) (Total All Step 8 + Total SLA s ft. in Ste 5) Process Step No. Below 2 3 4 5 6 7 8 9 1 2 + + -4------'---· 0.3 03 2,675 6,230 803 1,869 0.80 0.80 1,004 2,336 5,343 3 4 5 SLA //"'/'/"'/ :il:Jf:~Jffi%: 44 0.62 27.28 0.3 0.5 3,525 120 1,057 60 0.55 075 1,923 80 (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA 10 5,343 X 27.28 = 145,757 ETo' West of 1-5 = 40 a East of 1-5 and West of El Camino Real = 44.0 East of El Camino Real = 47. a Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division .. Plant Factor & Water Use a. 1 = VL W -Very Low Wa ter Use Plants O 3 = L W -Low Water Use Plants 0. 5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants .,....,.IE Micro-spray = . 80 Spray= .55 Rotor=. 70 Bubbler = . 7 5 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) IRRIGATION CONTROLLER RUN TIMES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV ETo I Month (Inches): 2.20 2.80 3.40 3.80 4.90 4.70 5.50 4.90 4.50 3.40 2.40 ETo / Day (Inches): 0.07 0.10 0.11 0.13 0.16 0.16 0.18 0.16 0.15 0.11 0.08 Irrigation Days I Week : 3 4 4 5 6 6 7 6 6 4 4 AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV 0.10 0.70 0.80 1.8 1.9 2.1 1.9 2.0 2.0 1.9 2.0 1.9 2.1 1.5 Number of Zones: 6 10.6 11.3 12.3 11.4 11 .9 11.8 11.4 11.9 11.3 12.3 9.0 0.50 0.70 0.80 8 9 9.4 10.3 9.5 9.9 9.8 9.5 99 9.4 10.3 7.5 Number of Zones: 3 26.6 28.1 30.8 28.5 29.6 29.4 28.5 29.6 28.1 30.8 22.5 0.30 1.83 0.55 3.0 3.1 3.4 32 3.3 3.3 3.2 3.3 3.1 3.4 2.5 Number of Zones: 5 14.8 15.6 17.2 15.9 16.5 16.3 15.9 16.5 15.6 17.2 12.5 0.50 3.00 0.75 2.2 2.3 2.6 2.4 2.5 2.4 2.4 2.5 2.3 2.6 1.9 Number of Zones: 2 4.4 4.7 5.1 4.7 4.9 4.9 4.7 4.9 4.7 5.1 3.7 DEC Total I Avg. 2.00 44.50 0.06 0.12 3 DEC 1.6 Min./DaylZone 9.7 Total Min./Day 8.1 Min./Day/Zone 24.2 Tota I Min./Day 2.7 Min./DaylZone 13.5 Total Min./Day 2.0 Min./Day/Zone 4.0 Total Min./Day Tota I Number of Zones: 16 56 60 65 60 63 62 61 63 60 65 48 51 Total Min./Day Submittal Date 100% SCHEMATIC DESIGN 06127/2023 100% DESIGN DEVELOPMENT 0910112023 50% CONSTRUCTION DOCS 1111312023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCA PE SUBMITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 05I19i2025 i 41±1:l1.t1Utlltttt\ Total Controller Run Time in Hours: 0.94 0.99 1.09 1.01 1.05 1.04 1.01 1.05 0.99 1.09 0.80 0.86 Tota I Hrs.lDay Note : JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC These schedules are intended only for compliance with local municipal codes and tM water efficient landscape ordinance. These calculations represent the MAXIMUM REASONABLE run times and are used to ensure that all irrigation may be completed during the specific watering window allowed. These schedules do not include rainfall, site soil types, specific exposures (shade versus sun), actual irrigation days, or specific slope position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct a mount of irrigation water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET data, soil moisture senso~ and rain shut off devices as required. Contractor shall provide a controller schedule inside the controll"er cabinet prior to final turnover of the project to the owner. An 8 hour watering window shall not be exceeded, contractor to program the controller to run multiple valves simultaniously w here applicable by How to reducethe overall watering run time of this control system. 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 sweeney + assoc iates I RR I GATION DES I GN AND CONSULT I NG 38730 Sky Canyon Or i11~, ~ulir C M urr i(l.l ij, Ca 92~6 3 c into@~wccn cya ;;sor.com t: (95 1i 40 6830 w : w,vw .~wcc neya,.soc.com f : (95 1) 4 \il ·&llS() RCE REVIEV\IED BY: INSPECTOR "AS BUil T" EXP. DATE DATE -------+-----~---+---f---------------------+-------,~--+----+------, I SH2E7ET I Job Number ~ ENGINEERING DEPARTMENT Checked By :===::'...'.===================~ CITY OF CARLSBAD Scale Date Published 05/19i2025 IRRIGATION CALCULATIONS L6.06 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I_ANDSCAPE IMPROVEMENT PL.ANS FOR: MONROE STREET POOL REPLACEMENT APPROVED: PLANNING OWNBY CHKD BY· ____ _ RVV\/O BY: PROJECT NQ_ LPC2024-0008 PUB2023-0004 '? J (e (z<.t • DATE DRAWING NO. 199-4L _J S6 S5 -- ,, B/OFIL TRATION WITH PARTIAL RETENTION -TYPE PR-I S3 TYP. S3 S3 ,, ,, TYP ET1 EXISTING CALLISTEMON VIMINALIS 'LITTLE JOHN' TO REMAIN I EXISTING MUHLENBERGIA ,,,--RIGIDA'NASHVILLE'TO REMAIN A 'I ,,,' ,, .... ··,7 ' .,. 71"'----it =''''~RllJlk.lllllllllOJ■,.i,1111,,., ........................ 11■,lll<IIIIIIOl■l■llll,O .•.• -~ /t ✓ I / ' TYP T1 - S9 ------=------- ' ', S8 TYP. Tl , -- ,, ,, ,, /, -- ,, ,, ,, ,, "-' 1/ ~/ ,-' I y '( ii 07~ I ~ I '7 BLDG v TYP. y ~ T2 S10 S3 * , ;..' ----25' CLR SIGHT. I I I I I I TYP _________________ J TYP. ----- EXISTING CALLISTEMON -----.:----,(t-=.-=.-=.-=-:, VIMINALIS 'LITTLE JOHN' TO " I REMAIN. PRUNE HEDGES ·, ·--. ·-·--. V }+ I : TO 30" HEIGHT MAX. TO : MAINTA IN SITE VISIBILITY. I I ' I ', I ' I ' I ', I ~ H i ~---1+----------'S8 1-w w a:: 1- U) --------1-------------+----- □ 20 -==· _-----=---=---=---=-'=--=--=-===__,_-,---~~1 I ! ---·'"t""'7 ' ' I I • ' i _J I . □ D -t-f---t-+-t----.-.11. ' \ ' : I i I ;Ill 11' □J ·-t--+-+-+--1! ' ' lllll lillll I 1~~,1 CJ 0 \ ~II ~y~i•r l =□ fl ·~~fl:t-----i---i--Jli--"k =-=i ,._-,-_-C □ r s (E) BLDG""< ~/' / ® (I) (I) ® IF,=','==== r-\ e I la ~-t-t_\__----=Jl -j - - -,-,--:===J:,::;:;: __ ~_!Laa--db--$-==-=--=-=-~---ir - ~--+------+-------+-----+----' ET1 f-------~+ w 0 a:: z 0 ~ SIO ss ET1 S4 S11 S8 S3 SID ... TYP. TYP. + 0 :,s::: a::: 0 s: LI.. 0 I- ::!!: _J A ' I /t ✓ I / ' ''----25' CLR. 1 SIGHT. Wt;~, / I TYP ·~tV> ., : -0' I ~-t-, ----------------------~ I I ~,1-'''===!L----j \.------------------------------------------------, 0 I I Lj -----------------------------------------------------------------------~ I : I : I I ,-- ~---------------------------------------------------------------------Jr ARCHITECTURE ENGINEERirJG INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNHJG 949-261-1001 Office LPADesignStudios.com 5301 Ca lifornia Avenue, Suite 100 Irvine, California 92617 MONROE STREET POOL REPLACEMENT 3401 MONROE ST, CARLSBAD , CA 92008 Developed for CITY OF CARLSBAD This document and all other projed dor:uments, ideas, aesthetics and designs incorporated ll1erein are instruments of servicl:!. 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 contrnctual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative wurks), may give rise to liability for copyright infringement, unlawful disclosure, use or 1-----------1 misappropriation of property rights held by LPA. The unauthorized use of the project documenls will give rise lo the recovery of monet;uy losses and damages including attorney fees and costs for which lhe 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 tor any discrepancies between the project documents and the existing conditions. ·© LPA, Inc. 0 10 PLANTING PLAN 1" = 20'-0" Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 100% DESIGN DEVELOPM ENT 09/01/2023 50% CONSTRUCTION DOCS 11113/2023 1st PLAN CHECK SUBMITTAL 01/29/2024 2nd PLAN CH ECK SUBMITTAL 05/01/2024 3rd LAND SCAPE SUBM ITTAL 08/09/2024 3rd LANDSCAPE SUBMITTAL 09/25/2024 ADDENDA 1 11/26/2024 DEH RESU BITTAL 01/30/2025 Job Number Checked By Scale Date Published 01/30/2025 PLANTING PLAN L7.01 07 PLANTING LEGEND TREE LIST (NCN.)-NO COMMON NAME BOTANICAL NAME/ REF. QTY SYM. COMMON NAME T1 8 T2 4 ET1 9 ET2 4 (I + * PODOCARPUS GRACILIOR/ FERN PINE GEIJERA PARVI FLORA AUSTRALIAN WILLOW EXISTING TREE TO REMAIN EXISTING PALMS TO REMAIN SHRUB I GROUND COVER LIST S1 16 ® AGAVE BLUE FLAME 15 GAL/ PER PLAN S2 823 BACCHARIS PILULARIS 'PIGEON POINT' S3 Q CALLISTEMON VIMINALIS 'LITTLE JOHN' S4 12 CALAMAGROSTIS X ACUTIFLORA (i} 'KARL FORESTER' SS I:: : : : :I JUNCUS PATENS/ ELK BLUE S6 ~ LEYMUS CONDENSA TUS 'CANYON PRINCE' I WILD RYE S7 D FICUS PUMILA S8 g LOMANDRA LONGIFOLIA BREEZE/ DWARF MAT RUSH S9 6 MUHLENBERGIA RIGIDA 'NASHVILLE' S10 ~ SALVIA LEUCANTHA 'SANTA BARBARA'/ MEXICAN BUSH SAGE -----LINEAR ROOT BARRIER (')-UNLESS NOTED ON PLAN SIZE/ SPACING WUCOLS COMMENTS/ 36" BOX/ STD. M PER PLAN 36" BOX/ MUL Tl L PER PLAN 36" BOX/ L PER PLAN L 1 GALI 60" O.C. L 5 GAU 36" O.C. M 5 GAU PER PLAN L 1 GALI 24"0.C. L 1 GALI 30"0.C. M 1 GAL/ 72" O.C L 1 GALI 36" O.C. M 1 GA L/ 18" O.C 5 GAL/ 42"0.C. L DETAIL 2.101 L?.02 2,101 L?.02 PROTECT IN PLACE; SEE 04/L?.02 PROTECT IN PLACE; SEE 04/L7.02 16,17/ L7.02 16.171 L7.02 16,171 L7.02 16,171 L7.02 16, 17/ L7.02 16,171 L7.02 151 L7.02 16,171 L702 16,171 L7.02 16,171 L7.02 12/L?.02 INSTALL AT TREES LOCATED WITHIN 5' OF HARDSCAPE RCE APPROVED FOR IRRIGATION AND PLANTIN G ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE i----t--'-"8'""---P'C'""'-D-"'08s._ _________ ___,,""'-'-""""'-----ll-----1---l----l----l I s28T I ~='--'=============' CITY OF CARLSBAD ENGINEERING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS FOR: MONROE STREE T POOL REPLACEMENT APPROVED: ~ <q_L u (t(p PLANNING r--DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: LPC2024-D008 OTHER APPROVAL. RVWD BY· PUB2023-0004 199-4L CITY APPROVAL 9'MIN/ t. ! 12" MAX ;'- 0 I ~ ' 0 I 0 ' w C) ~ 2 u <( ~ ex: I f"' :::, "' I I ~ 0 <( 0 11 ;= ex: I I w > 11 6" LEGEND 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. 0 REMOVE NURSERY STAKE ~ 3" MULCH LA YER, MAINTAIN \J CONSTANTLY. SEE SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN . 0 ADJACENT MATERIAL SEE PLAN 0 PLANTING TABLETS 0 COMPACTED BACKFILL, SEE SPECS. (";'\ SCARIFY SIDES AND BOTTOM OF V PLANTING PIT. ~ TOP OF ROOTBALL TO BE 1/2" V BELOW FINISH SURFACE. r:;--., UNDISTURBED EXISTING SOIL TO V FORM PEDESTAL. REPLACE WI COMPACTED SOIL IF HARDP.~N EXISTS. 3 4 0 CONCRETE CURB, GUTTER, OR SIDEWALK. 0 LINEAR ROOT BARRIER BY 'DEEP ROOT'. SEE PLANTING PLAN MODEL# UB24-2 0 FINISH GRADE. 0 ADJACENT ROOTBALL. VERIFY THE EXACT LOCATION AND PROTECT AT ALL TIMES. 0 BASE MATER IAL FROM ADJACENT HARDSCAPE. 0 COMPACTED SUBGRADE FROM ADJACENT HARDSCAPE. NOTE: A. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. PLAN VIEWA f'/T ,7,,T,7_,;7,7;77lltt,-;'77-i'77''77,TJ7/"'" <-----!® /j ~ '/,;/ ; 1// ~ 1/ "'-""'lff-L,Zlt. // // , / , , , , /> / ~/ _,,--+-----\ 6 10 / / 1/, f,f/ I 0 0 WHITE SURGICAL TUBIN G OVER ENTIRE LENGHT OF GUY WIRE (TYP.) 3 REQUIRED. 4" NIBCO, BLACK -'ABS' PLUG 4" NIBCO, BLACK -'ABS' FEMALE RECIEVER NOS, WHITE 'PVC' ADAPTOR FOR CONNECTION FROM FEMALE RECIEVER TO PVC SOLID STAND PIPE 0 DUCKBILL EARTH ANCHORING SYSTEM. 0 0 0 0 0 0 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. 0 @ 3" MU LCH, MAINTAIN CONSTANTLY. @ 4" PERFORATED DRAIN PIPE. PLACED HORIZONTAL. G "MIRAFI" 140N FILTER FABRIC WRAPPI NG 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 H~.RDPAN EXISTS. @ SCARIFY SIDES ANO BOTTOM OF PLANTING PIT. @ TREE CANOPY ® BOTTOM OF ROOTBALL/ TOP OF PEDESTAL. 0 BASE OF PEDESTAL FOR TREE. VINE PLANTING 1"= 1'-0" 15 LINEAR ROOT BARRIER 1---1 - 1 -112 -""_l'-_O"---ll 12 >--,. LL. f-o et: w w f>-rf--._------{1 1 SET TOP OF ROOTBALL 2" ABOVE SURROUN DING GRADE AND SLOPE FOR ~NAGE. PROVIDE 2' DI A,,MVLCH RING AT TREES WITHlrttURF. ADJUST HEIGHT bJtlREE PLANTING TO ACCOMODATE SETTLING DUE TO SOIL TYP. I i --l1~I I I ~, 2X SIZE OF ROOT BALL ~, LEGEND: 0 1 TO 15 GALLON SHRU : REFER TO PLANTING PLAN. © PLANT TABLET; SEE SPECS. r:;-,_ SET CROWN OF ROOT ALL 1" ABOVE V FINISH GRADE AND SLpPE SOIL AWAY 0 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. © EXISTING SOIL. 0 0 0 FROM ROOTBALL. ADJUST HEIGHT OF PLANTING TO ACCOM DATE SETTLING DUE TO SOIL TYPES. WATER BASIN. 4" MIN. FOR 5 GAL. & LARGER. 2" MIN FOR 1 GAL FINISH GRADE AMENDED BACKFILL; EE SPECS FOR MIX. NOTE: ~ A. FOR SHRUB SPA ING SEE6 2~@ @ r,:\ 3" MULCH, MAINTAIN CONSTANTLY. SEE \.':..) SPECS. (';;\ COMPACTED BACKFILL; SEE SPECS. '-::Y PUDDLE AND SETTLE PRIOR TO SETTING SHRUB. (;;;\ UNDISTURBED EXISTING SOIL TO FORM \._'_'.J PEDESTAL. REPLACE WITH COMPACTED NATURAL SOIL IF HARDPAN EXISTS. 314" C 1 '-0" 17 3@@@ @ \-:711(--.._ @ @ @@@@ LEGEND: 0 LOCATE PLANTS WIT EQUAL SPACING AS INDICATED ON PLAN (TRIANGULAR SPACI G). CD 0 112 ON CENTER SPA ING. PAVING, BUILDING, 0 HEADER SHO~flNG PLANTING AREA LIMIT TRI NGULAR SPACING 1/4"= 1'-0'' 16 ARCHlTECTIJRE ENGINEERmG IMTERIOR DESIGN LANDSCAPE ARCHlTECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, Ca lifornia 92617 6 PLAN VIEWA PREVAILI NG WIND 11 0 f----ttl 1+>1 --------- g f--' 0 -' 0 <( et: CJ "' ~ "' N 16 \..--~1"11'= jf - 12 -_!_, ~ilm!iW/~~ +c;_~, +,_ ,+-----__,._ 13 X ROOTBALL SECTION 8 J 14 MONROE STREET POOL REPLACEMENT 3401 MONROE ST. CARLSBAD, CA 92008 Developed for CITY OF CARLSBAD "' 0 0 0 0 0 0 0 0 0 @ @ @ @) @ @ @ ® @ @ NOTE LEGEND NOT USED (3) lvllN. 30" DEPTH MINIMU/vl 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 AREA.SAND 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. PUODLE AND SETTLE PRIOR TO SETTI NG 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 NOS, 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. A. PROVIDE (2) 6' DIA. x 6' DEEP AUGER HOLES IF EXCAVATED HOLE DOES NOT DR'\IN FASTER THAN 1" PER HOUR AS DETERMINED BY SOILS REPORT AND FIELD CONDITIONS TREE STAKING AND PLANTING DETAIL 1/4"0 1 '-0" 10 :r: O o w et: f-<( <f) :::, w --, D.. 0 <( <( 0 w <f) CJ 0 >-z <( ::i :ae--3: f--' i"' Q-' N 0 <( et: CJ -- HC)CTB;\L_~ ¥1--8--B fl=--"'--i 1 ---'1<-----=-------1~~~=·~·,g,, ~~W:f::j N _I 20 ~ 9 >---I II -,·,'II I 'I ---------1 10 21 >-----+--~ 2XROOTBALL J SECTION B ROOT PROTECTION ZONE RPZ TO MATCH DRIP LINE KEEP OUT· TREE PROTECTION AREA 17 SECTION C NOTE: 14 10 13 @ 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 CONDITI ONS. 11------1 3 5 0 0 0 0 0 0 TREE GUYING AND PLANTING DETAIL EXISTING TREE, PROTECT IN PLACE. TREE PROTECTION FE NCE; GALVANIZED STEEL FE NCING WITH 0.148" DIAMETER CHAINLINK FABRIC. 2 ½" 0 .0. OU TSIDE AND CORNER GALVANIZED STEEL POSTS 3" THICK LAYER OF MULCH MAINTAIN EXISTING GRAOE AT THE BASE OF THE TREE PROTECTION FENCE UNLESS OTH ERWISE NOTED ON PLANS. 8.5" X 11" PLASTIC LAMINATED SIGN SPACED AT 35' O.C. NOTE S; A. NO PRUN ING SHALL BE PERFORMED EXCEPT BY CITY OR CITY APPROVED ARBOR I ST. B . NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUOING DURING FENCE INSTALLATI ON AND REMOVAL. C. SEE PLANS FOR AODITIONAL INFORMATION. 1/4" = 1 '-0" TREE PROTECTION FENCE 04 1/4"0 1 '-0" RCE 02 APPROVED FOR IRRIGATION AND PLANTING ONLY , INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU il T" EXP. DATE REVIEWED BY: INSPECTOR DATE This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents .Jre copyright pro1ected, are the propeny of LPA, Inc. (LPA) and cannot be lawfully used in wllole or in pan 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 r,roject documents (including the creation of derivative works), may give rise lo liability for copyrighl infringement, unlawful disclosure, use or misappropriation of property rights held by LPA The unauthorized use of the project documents will give rise Submittal Date 1DO% SCHEMATIC DESIGN 06/2712023 1DO% DESIGN DEVELOPM ENT 09/01/2023 50% CONSTRUCTION DOCS 11 /13/2023 1st PLAN CHECK SUBMITTAL O 1/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 3rd LANDSCAPE SU BM ITT AL OB/09/2024 3rd LANDSCAPE SU BM ITT AL 09/25/2024 Job Number Checked By t---------+-----+------+----+-----+----+------< ~ :==="---'============~ CITY OF CARLSBAD ENGINEERING DEPARTMENT to the recovery of monelary losses and damages including attorney tees and costs tor which the unauthorized user will he held liahle. Project documents describe the design intent of the work and c1re nut a represenlalion of a'S-buill or ex.isling conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions © LPA. Inc. ADDENDA 1 11/26/2024 DEH RESLIBITTAL 01/30/2025 Scale Date Published 01/30/2025 PLANTING DETAILS L7.02 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR· MONROE STREET POOL REPLACEMENT APPROVED PLANNING OWNBY ___ _ CHKD BY: ___ _ RVWO BY PROJECT NO LPC2024-0008 PUB2023-0004 1/&/t{e DATE DRAWING NO. 199-4L