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HomeMy WebLinkAboutCDP 2019-0023; HERNANDEZ RESIDENCE; Planning Commission1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11. 12. 13. 14. 15. 16. 17. 18. 19. GENERAL NOTES ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITIONS OF STATE CODES AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE "STATE OF CALIFORNlA DIVISlON OF INDUSTRIAL SAFETY'. ALL CONTRACTORS AND SUBCONTRI\CTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING OR RELATED WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION. THE GENERAL CONTRACTOR SHALL INVESTIGATE SUB~SURFACE CONDITION DURINC:~ GRADING OF SITE FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS AND EXISTING FOUNDATIONS. IF ANY SUCH STRUCTURES ARE FOUND AND SUB-SURFACE CONDITIONS VARY FROM PLANS OR SPECIFICATIONS, THE SOILS ENGINEER AND THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY PRIOR TO PLACING OF ANY FOUNDATIONS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORD\NATION WITH OTHER TRADES AND THEIR WORK TO ENSURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS. ALSO, HE SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, ELECTRJCAL, ANO PLUMBING EQUIPMENT WITH THESE SUBCONTRACTORS, AS WELL AS SHOP DRAWING AS APPROVED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING, F!RE PREVENTION AND OTHER EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUPERVISE ALL CUTTING AND PATCHING OF FIN!SHED WORK ALREADY INSTALLED IF MADE NECESSARY BY ERRORS, CHANGES OR OTHER REASON AND ALL REPLACEMENT WORK SHALL MATCH ADJOINING SURFACE. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE EXECUTION OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE ANO OF ALL DEBRIS WHETHER CREATED BY HIS WORK OR THE FAILURE OF HIS SUBCONTRACTORS TO CLEAN UP AFTER THEIR WORK. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN APPROVAL BY THE BUILDING INSPECTOR FOR ALL CONCEALED WORK BEFORE CLOSING UP. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. CONSTRUCTION MATERIALS SHALL BE SPREAD TO DISTRIBUTE LOADING. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE DESIGN, ADEQUACY AND SAFETY OF CONSTRUCTION BRACING AND TEMPORARY SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION OF THE JOB WH!CH INCLUDES THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. VISITS TO THE JOB SITE BY THE ENGINEER OR HIS AGENT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMAS TO ADEQUACY UNLESS SUPPORTED BY A LETTER SO STATING. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING OF DRAWING. ALL DIMENSIONS ON FLOOR PLANS ARE TO FACE OF MASONRY, CENTERLINE OF COLUMN AND/OR DEMISING PART1TIONS AND FACE OF STUDS, UNLESS OTHERWISE NOTED OR DETAILED. DIMENSIONS ON LARGER SCALES DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND SHALL VERIFY SAME IN THE FIELD. !N THE EVENT OF OMISSIONS, DISCREPANCIES, OR AMBIGUITIES ARE FOUND IN THE SPECIFICATIONS OR DRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROVIDE A WRITTEN CLARIFICATION. SPECIFICATIONS SHEETS ARE PART OF THESE DOCUMENTS. ALL ADDENDA, BULLETINS AND NOTICES ISSUED LATER SHALL BE CONSIDERED AS PART OF THE WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ALL FIRE RATED SPACES TO THE REQUIREMENTS OF THE APPLICABLE CODES AND STANDARD, AND PROVIDE FIRE DAMPERS ANO ACCESS PANELS FOR DUCTS AND A/C FIXTURES WHEN PASSING THROUGH THESE SPACES. PROVIDE APPROPRIATE FIRE RATED ENCLOSURE BEHIND RECESSED LIGHT FIXTURES WHERE REQUIRED. PARKING LOT PAVING AND STRIPING, AND CONCRETE CURBS AS INDICATED ON THE PLANS ARE INCLUDED IN THE GENERAL CONTRACT. ALL REQUIRED LEGAL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ABBREVIATIONS &ors And @ At < Angle # Number or Pound d Penny (Nail) (E) Existing (N) New AB. Anchor Bolt AD. Adjacent A.F.F. Above Finish Floor At. Alternate ALUM. Aluminum ARCH. Architectural ASP. Asphalt BD. Board BLDG. Building BLK'G. Blocking BM. Beam BTTM. Bottom B1WN. Between CAB. Cabinet C.B. Catch Basin GEM. Cement C.T. Ceramic Tile C.I. Cast Iron C.J. Control Joint or Ceiling Joist CLG, Ceiling CLR. Clear G.M.U. Concrete Masonry Unit C.O. Clean Out COL. Column CONC. Concrete CONN. Connection CONST. Construction CONT. Continuous GNTSNK Countersink C.W. Cold Water DBL. Double DET. Detail D.F. Douglas Fir or Drinking Fountain DIA. Diameter DIM. Dimension DISP. DlSpenser DN. Down D.O. DoorOpening DR. Door D.S. Downspout D.S.P. Dry Stand Pipe DWG. Drawing EA. Each E.J. Expansion Joint EL. Elevation ELECT. Electrical ELEV, Elevator or elevation ENCL. Enclosure E.P. Electrical Panel EO. Equal E.W.C. ElectricWaterCooler EXIST. Existing EXT. Exterior FAU. ForcedAirUnit F.D. Floor Drain FON. Foundation F.E.C. Fire Extinguisher Cabinet F.H.C. Fire Hose Cabinet FIN. Finish FL. Floor F.O.C. FaceofConcrete F.O.F. Face of Finish F.O.M. FaceofMasonry F.O,S, Face of Stud FTG. Footing 1 & 4~2 5 ------ GA. Gauge GAL Galvanized G.B. Grab Bar G.F.I. Ground Fault Interrupter Gl. Glass GLU.LAM. Glue Laminated Beam GRD. Grade GYP. Gypsum H.B. Hose Bibb H,C. Hollow Gore HOR. Header HRDWD. Hardwood H.M. Hollow Metal HORlZ. Horizontal HT. Height H.W. Hot Water I.B.C. Installed By Contractor I.D. Inside Diameter (Dim.) INSUL. Insulation INT. Interior J.H. Joist Hanger MAX. Maximum M.B. Machine Bolt M.C. Medicine Cabinet MECH. Mechanical MFR. Manufacturer MH. Manhole MIN. Minimum M.O. Masonry Opening MT□. Mounted MTL. Metal N.I.C. Not In Contract N.T.S. Not To Scale 0.A. Overall 0.C. On Center O.D. Outside Diameter {Dim.) OPP. Opposite Pl Plate or Property line P.Lam. Plastlc Laminate PLAS. Plaster PLYWD. Plywood PR. Pair PT. Point P.T.D.F. Pressure Treated Douglas Fir P.T.DIR Paper Tower Dispenserandlor Receptacle PTN. Partition R. Riser or Radius R.A. RetumAir R.D. Roof Drain RDWD. Redwood REIN. Reinforced REQ. Required R.H.W.S. Round Head Wood Screw R.O. Rough Opening R.W.L. Rain Water leader S.A. Supply Air S.B. Solid Blocking S.C. Solid Core S.C.D. Seat Cover Dispenser SCHED. Schedule S.D. Soap Dispenser or Smoke Detector SECT. Section S.G.D. Sliding Glass Door SHT. Sheet SIM. Similar SYMBOLS COLUMN LINE OR STRUCTURAL GRID SECTION IDENTIFICATION SHEET NUMBER DETAIL IDENTIFICATION SHEET NUMBER ELEVATION IDENTIFICATION SHEET NUMBER f'ROF'ERTY LINE SL. Sliding S & P Shelf and Pole SPEC. Specification SQ. Square SIS Stainless Steel STD Standard STL. Steel STRUGT. Structural SUSP. Suspended SYM. Symmetrical T. Tread T.B. Towel Bar T.C. Top of Curb or Top of Concrete TEL Telephone T & G Tongue and Groove THK. Thick T.O.B, Top of Beam T.O.P. TopofPlate T.P. Top of Pavement T.P.D. Toilet Paper Dispenser T.W. Top of Wall TYP, Typical U.B.C. Uniform Building Code U.M.C. Uniform Mechanical Code UNFIN. Unfinished U.O.N. Unless Otherwise Noted U.P.C. Uniform Plumbing Code V.G.T. Vinyl Composition 'Tile VERT. Vertical V.T.R. Vent through Roof V.T.W. Vent through wa11 W.C. Water Closet WO. Wood W.H. Water Heater W.i. Wrought Iron W.P. Waterproof W.R. Water Resistant W.W.M. Welded Wire Mesh 0- Qi-- DOORTYF'E WINDOW TYF'E DATUM f'OINT, WORK f'OINT OR CONTROL f'OINT MATCH LINE SHADED f'ORTION IS THE SIDE CONSIDERED TOI" OF CURB OR TOI" OF f'AVEMENT Hernandez Residence 3677 Garfield Street Carlsbad, CA 92008 Custom Home BUILDING DATA PROJECT DESCRIPTION: NEW HOME -AN EXISTING 1-STORY SFR & DETACHED GARAGE WILL BE DEMOLISHED TO MAKE WAY FORA NEW2-STORY HOMEAND DETACHED GARAGE ADDRESS: GENERAL PLAN LAND USE DESIGNATION: ZONING: A. P.N.: OCCUPANCY: CONSTRUCTION TYPE: LOT SIZE: LOT COVERAGE SETBACKS: ON SITE PARKING· HEIGHT LIMIT NEW LANDSCAPE AREA AREA CALCULATIONS FIRST FLOOR SECOND FLOOR TOTAL HABITABLE AREA FIRST FLOOR DECK SECOND FLOOR DECK ROOF DECK TOTAL DECK AREA GARAGE 3677 GARFIELD AVENUE, CARLSBAD, CA 92008 R-23 R-3 I COASTAL ZONE I BEACH AREA OVERLAY 204-232-04--00 R3 / U -SINGLE FAMILY RESIDENCE & GARAGE TYPE V-B; SPRINKLERED 6,350 S.F. (.14ACRES) 2,546 S.F. I 6,350 S.F."' 40% FRONT PORCH· REAR DECK: FIRST FLOOR: GARAGE: STEPS TO DECKS: FRONT YARD: SIDE YARD: STREET SIDE: REAR YARD: 20 FEET 10% OF LOT WIDTH= 5'-3 1/2" N/A 20% OF LOT WIDTH= 10'-7" 268 S.F. 411 S.F. 1,315S.F. 489 S.F. 63 S.F. 2,546 S.F. 2 SPACES PROVIDED IN DETACHED GARAGE+ 1 GUEST PARKING SPACE 30 FEET 494 S.F. 1,317 S.F. 1,105 S.F. 2,422 S.F. 679 S.F. 312S.F. 307 S.F. 1,298 S.F. 489 S.F. LEGAL DESCRIPTION LOT D IN BLOCK 2 OF PALISADES HEIGHTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1777, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANUARY 11, 1924. PROJECT DIRECTORY OWNER: RAMON & CHRIS HERNANDEZ 38 PINE AVENUE SAN CARLOS, CA 94070 chitoh2000@yahoo.com 858-967 -1383 ARCHITECT: CHERESKIN ARCHITECTURE SAMUEL CHERESKIN, AIA, LEED GA, ASSOC. DBIA 426 ANDREW AVE. ENCINITAS, CALIFORNIA 92024 760/942-8287 760/942-1415 FAA sam@chereskinarchitecture.com CIVIL ENGINEER: ARMSTRONG & BROOKS CONSULTING ENGINEERS DENNIS ARMSTRONG, P.E. 1350 CHASE DRIVE CORONA, CALIFORNIA 92881 9511372-8400 X 112 dennis@armstrongbrooks.com VICINITY MAP Spanish Landing Apartments Seab~eeze, Apartments 9 Pacific Windshields - Mobile R6ck Chip Repair 9 ,3677 Garfield Street ,,,,. -d~,~ "::,"V-,:,.V. Pacific Carlsbad CondOminiumS Q Vigilucci's s·eafood & Steakhouse- CDP 2019--0023 SHEET INDEX TS TITLE SHEET C-1 GRADING NOTES C-2 PRELIMINARY GRADING PLAN LSD-1 STORM WATER LIFT STATION A-1 SITE PLAN A-2 FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN A-4 ROOF PLAN A-5 EXTERIOR ELEVATIONS A-6 EXTERIOR ELEVATIONS A-7 RENDERINGS I CITY OF CARLSBAD PLANNING COMMISSION Case Name: Heyn Cl, nd,e, ::c.. "Res I cl en ~ Case No.: CDP 20Jtl\-002.,,;; Exhibit No: A -l(. Date:B-l g-~-:::;u THIS RESIDENTIAL/ COMMERCIAL CONSTRUCTION COMPLIES THE FOLLOVVING CODES: 2016 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, VOLUMES I & II 2016 CALIFORNIA RESIDENTIAL CODE, TITLE 24, PART 2.5 WHICH ADOPTS 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 UNIFORM MECHANICAL CODE, 2015 UNIFORM PLUMBING CODE & 2014 NATIONAL ELECTRICAL CODE 2016 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 2016 CALIFORNIA FIRE CODE, TITLE 24, PARTS 2016 CALIFORNlAGREEN BUILDING STANDARDS CODE, TITLE 24, PART11 2016 CALIFORNIA ELECTRICAL CODE I.I.I VIX """11 c.::::: 0 ~ .. ::, """ " .. u.., ~ 1--..... 0 m :z: ~ '-' -~ I.I.I '~ t.!)o, 1--~ Ei 0 m -:z: ~ ::c: :z: i <C" '-' __, "'. ,1 c.::::: ::z: "ffi <C (.!:) u, -~ VI" ::z: '-'-' ~ = -5 C -" m :::::.=:: N .. ""' I.I.I c.::::: L.1..1 ::c '-' cu c:O u C ~ ,I,.) C cu Cl) N '5 f 0) ·-,I,.) \S') m ti:! ·-cu -i:s s: s.. nl'. -0 Cl) ·-"I-- N "I--·--s.. ti:! cu ti:! (..,) '5 ~ ~ -i:s ~ t---. ti:! ~ t---. ~ ~ © ISi -L l:C') s.. cu ti:! :c (..,) ISSUED FOR PLAN CHECK DATE: ##/##/#### BY: SC REVISIONS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT NO. Hernandez 11-12-19 SHEET TS GRADING NOTES (IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDmONAL APPROVAL, CITY STANDARDS OR OTHER ADDITTONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITTONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITTONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABIUTY. THE INSURANCE COMPANY WRmNG THE em ICY MUST HAVE A RATING OF j\-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABUSHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHAU BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. THE SOILS REPORT W/U BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DA l'S OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPUANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUT/JNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROUED GRADING SHAU BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FIU AREAS SHAU BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTHWORK SPECIFICATIONS • ATTACHED TO THE PREUM/NARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WIU BE SUBMITTED TO THE PROJECT INSPECTOR. 1,l A PRECQNSTRUCTlQN MffQNG SHALL BE HE( D AT THE Sllf PRIOR TO THE RFGINNING Of WORK AND SHA/ t Bf ATTFNQFD RY Ai t RFPRESFNTAVVFS RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPERVISION, TESTING AND ALL OTHER ASPECTS Of THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTTON MEETING BY CAUING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVF:(5) WORKING DA l'S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDUUNG. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. All INSPFCVQN RFOUFSTS OTHER THAN FOR PRFCONSTRucnoN MEmNG Will RE MADE RY C.AII ING THE FNGINFFRING 74 HOUR INSPfCTIQN REQ/lfST IINE AT (76Q) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TQ 7:00 PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WIU BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FUU WORK DAl'S LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AU SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5? OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PIAN VARIFS FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED B'l'. A REGISTERED ENGINEER AT THE CONTRACTORS EXPENS£ A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCAT/ON FOR BLASTING PERMIT WEU IN ADVANCE OF THE SCHEDUUNG OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS Will, CEASE IMMEDIATELY. AND THE PERMITTEE WJU NOTIFY THE CITY ENGINEER. OPERATIONS WIU NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. AU OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDAl'S. (A LIST OF CITY HOLIDAl'S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED 8)' THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAl'S PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHAU BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHAU BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICAUY NOTED ON THE PLAN. 23. AU AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHAU BE LEFT IN A NEAT AND ORDERLY CONDITTON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABIUZED, PLANTED ANO/OR HYDROSEEDED WITHIN TEN (10) DAl'S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHAU BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. XXXX , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. THE OWNER/APPUCANT SHALL INSURE THAT AU CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE UN£ IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 30. THE CONTRACTOR SHAU VERIFY THE LOCATION OF ALL EXISTING FACILITTES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumcJENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FUU WORKING DA l'S PRIOR TO STARTING GRADING NEAR THEIR FACIUTIES AND SHAU COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&:E AT&T SPECTRUM CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) *SAN DJEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OUVENHAJN WATER DISTRICT *BUENA SANITATION DISTRICT 811 (800)411-7343 (619)237-2787 (.800)227-2600 (619)262-1122 (760)434-2980 (.760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-134-0 x1330 *AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR 1'0NTRO' ' c-n GRADlA1G THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPLETJON OF GRADING WORK THE FOUOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15. 16. 120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) · YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WIU BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED. BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITTES FOR PROJECT DESIGN. FIRM: ARMSTRONG & BROOKS CONSULTING ENGINEERS. INC. ADDRESS: 1350 £. CHASE DRIVE MAIL TO: PO BOX 78088 CORONA. CA 92877 CITY. STATE: CORONA. CA 92881 TELEPHONE: (951 U72 8400 BY: DENNIS ARMSTRONG DAT£· 8/1/2019 (NAME OF ENGINEER) R.C.E. NO.:_,C.,48,..7.<->58""--------------- REGJSTRATION EXPIRATION DATE: _.,.9/.'-'3"'0'-'12 .. 0'------- SO/LS ENGINEER'S CERT/FICA TE I, BENJAMIN R. GRENIS , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE SOIL CONDITTONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF AUGUST 21, 2019 AND OCTOBER 1, 2019 AND TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE omcE OF THE CITY ENGINEER. SIGNED: G.E./P.E. NO.: DATE: LICENSE EXPIRATION OAT£: OWNER'S CERT/FICA TE I ( WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT JS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE} ALSO AGREE A QUAUFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CAUFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. (PRINT NAME BELOW LINE) SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD TOPOGRAPHIC SURVEY METHODS FROM INFORMATION GATHERED ON DATE JANUARY 7, 2019 BY ARMSTRONG & BROOKS CONSULTING ENGINEERS, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204-232-04 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS: N 2000130 E 6226222 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT XXXX AT (XxX)XXX XXXX (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHAU BE STOCKPILED ON SITE AT CONVENIENT LOCAnONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN JS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QLIAUTY CONTROL BOARD, THE QLIALJFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHAU BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITTONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITTONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUAUFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHAU RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER OU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. AU EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. AU REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTAUED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBUC WALL OR STREET. b. AU SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAl'S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYOROSEEDED AREAS SHAU BE IRRIGATED IN ACCORDANCE WITH THE FOUOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL Sl'STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL Sl'STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHAU BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHAU BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED Sl'STEM. 3. IRRIGATION SHAU MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOUOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHIUEA MIUEFOLIA e. 3 lbs. PER ACRE OF ALl'SSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEDED JS NOT VISIBLE FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPUED DRY EITHER BY DR/LUNG OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPUED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICAUY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCJENTL Y FRIABLE. c. RIPPING AREAS THAT WIU NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITTONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 8£0. b. THE ADDITTON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SAUNE SOILS TO PROVIDED VIABLE CONDITTONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT JS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING JS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABIUZED, PLANTED AND/OR HYOROSEEDED WITHIN TEN (10) DAl'S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHAU BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERMINATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET JS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. VICINITY MAP CITY OF OCEANSIDE HIGHWAY. ?8 ..,,. PACIFIC OCEAN INDEX OF SHEETS SHEET 1: TITLE SHEET SHEET 2: DEMOUTION PLAN, PRECISE GRADING PLAN LEGAL DESCRIPTION LOT "0~ BLK 2, PAUSADES HEIGHTS MAP 1777 PROJECT ADDRESS 3677 GARFIELD ST CARLSBAD, CA 92008 OWNER/DEVELOPER NAMF:CHRIS & RAMON HERNANDEZ ADDRESS: .38 PINE AV£ SAN CARL Os CA 94070 PHONE NO.: _______ _ REFERENCE DRAWINGS PM-21475 CITY OF CARLSBAD M.S. 15-08 EARTHWORK QUANTITIES CUT: 10.3 CY FIU: --------'Z"'-'8 CY IMPORT: ncy EXPORT: 60 CY REMEDIAL: Kl<XX' CY OVEREX: HQIIS£·74 QETACHEQ GARAGE-75 BENCH MARK V1307 DESCRIPTION: 3• U.S. COAST ANO GEODETIC SURVEY DISK ON ROD IN 6" PCC, 120 FT. NORTH OF TAMARACK AVE. AND 50 FT. EAST OF SDNR RAIL ROAD TRACKS. LOCATION: STARTING FROM THE INTERSECTION OF TAMARACK AVE. AND HIBISCUS CIRCLE GO WEST ON TAMARACK AVE.,0.1 Ml. TO THE SDNR RAIL ROAD TRACKS, TURN RIGHT, GO NORTH ALONG TRACKS 120 FT. TO THE POINT ON THE RIGHT. MONUMENT IS 50 FT. EAST OF TRACKS AND 40 FT. WEST OF BLOCK WAU. RECORDED: _.,5lw1"'8'-'l2.,00"'--'-1 _____________ _ ELEVATION: 43.917 DATUM: NGVD 29 WORK TO BE DONE THE GRADING WORK SHAU CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FIUS, REMEDIAL GRADING, DRAINAGE FACIUTIES, EROSION CONTROL FACIUTIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. T8D DATED...JTB-.Q ___ _ 5. THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY ..,.G.c,fD..,m<.=.._,fNwC~----- ----DATED QCTQRER 18 2019 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CAUFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED.Lm. =n'----------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ___,_7B,.,,D,__ _____ _ 10. STORM .WATER POLLUTION PREVENTION PLAN PREPARED ~•"• DA~~----WDJD NO. _________ _ 11. STORM,,WATER QUAUTY MANAGEMENT PLAN PREPARED ~., DA~"----- 12. CAUFORNIA STORM WATER QLIAL/TY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION PROP. AC FUU DEPTH REPLACEMENT PROP. AC GRIND & OVERLAY PROP. AC TRENCH REPAIR CURB & GUTTER PROPOSED SIDEWALK EXISTING ELEVATION AIR/VAC ASSEMBLY STREET UGHT FIRE HYDRANT WATER METER WATER LINE WITH VALVE SEWER UN£ WITH MANHOLE CATCH BASIN PUU BOX UTILITY X-ING (CONTRACTOR TO FIELD VERIFY LOCATION & DEPTH) TEST STATION LEGEND DWG.NO. SYMBOL . ., ... (1001.01) O>--- ~ a: ® I □>---- -----0- cso= -0--- o-- STRUCTURAL (POST-CONSTRUCTION) BMP TABLE QUANTITY STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? □ STANDARD STORMWA TER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP TOTAL LOT AREA = B4QO lZ SQ£ (0 141;) ACRFS TOTAL DISTURBED AREA = 6400 17 50£ (0 14i';) ACRFS (THIS AREA INCLUDES BUT JS NOT UM/TED TO OFF-SITE WORK INCLUDING PUBUC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTIUTY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAl'S) TOTAL REPLACED IMPERVIOUS AREA = 4JRJ JZ TOTAL PROPOSED IMPERVIOUS AREA = 4.JBJ .JZ D 'rES (SEE SWMP FOR DOCUMENTATION) □ NO MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY 1---~+--1---------------+----+---+----+------I I SHE,ET I CITY OF CARLS BAD I SHE2ETS I ENGINEERING DEPARTMENT :::::::::::::::=:'....'.::::::::============:::::::::::::======'-===::: 1-----l-----l----------------~e-----l-----l-------4------1 GRADING PLANS FOR: DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OffiER APPROVAL CITY APPROVAL 3677 GARFIELD ST CARLSBAD, CA 92008 APN:204-232-04 OWN BY: WFH I CH K D B Y:D "-'G,,.,A,____ RVWD BY: _ PROJECT NO. I DRAWING NO. \ ------J I I I \ \ \ "" co '7' \ ' \ NAnVE TOP SOIL-~ FILTER FABRIC-~ PEA GRAVEL WRAPPED IN MIRAFI FILTER FABRIC OR APPROVED EQUAL 4• SCH. 40 PERF. PVC PIP£ 3.7'± INFILTRATION BASIN NTS "'! - RD. OR SQ. HEEL-PROOF GRATE SD PIP£ PER PLAN (NOS PRODUCTS OR APPROVED EQUAL) '\(, LF::"-::::':'JNm-os DRAIN RISER PIP£ ,.,....-,-,,-,"1,-,-~ (OR APPROVED EQUAL, ---,-w.,.-'r'-'--.~ LENGTH AS REQUIRED) SD PIPE PER PLAN NOS TEE OR ELBOW (OR APPROVED EQUAL) DETAIL B AREA DRAIN WI HEEL-PROOF GRATE NTS DEMOLITION PLAN ff. 10'± r----8 PROP. LDSCP APN:204-232-06 PROP. GARAGE NTS PROP. FS CLASS 560-C-3250 PCC /-+---+---'---- / / BOT. BASIN "A"• ·-· • IE PER PLAN PROP. HOP£ PIPE DIA. PER PLAN DETAIL C HEADWALL NTS CONSTRUCT/ON NOTES -DEMOLITION A REMOVE EXISnNG PCC B S<IWCUT AND REMOVE EXISnNG CURB APN:204-232-03 5'± r PROP.LDSCP I SECTION B-B NTS 12· 12· PROP. BLDG. FF:62.50 PROP. PORCH FF=62.33 CONSTRUCTION NOTES CD (g) @ 0 @ ® ® @ @ @ ® CONSTRUCT 6" CURB PER S4NDl£GO REGIONAL STD DWG G-01 CONSTRUCT PCC. DRIVEWAY APPROACH PER S4NDl£GO REGIONAL STD DWG G-148 INSTALL 1" SVC. LAT. W/FIRE SVC. PER CMWD STD. DWG. NO. W-3 & W-JA CONSTRUCT 6" THICK PCC DEEPENED EDGE, MIN. £MB£DM£NT 12• CONSTRUCT 4" HOP£ ADS SOIL nGHr DRAIN PIPE OR EQUAL CONSTRUCT AREA DRAIN PER DETAIL B SEE PAGE 2 CONSTRUCT S/W UNDERDRAIN PIPE PER SOR STD. DWG. NO. D-27 CONSTRUCT 2• SCH 40 PVC DRAIN UNE CONSTRUCT 4• SCH 40 PERFORATED PVC DRAIN LIN£ PREFABRICATED DUPLEX SUMP PUMP ~UPLEX CONTROL PANEL AND ALARM PER PACIFIC SOUTHWEST INDUSTRIES SI OR APPROVED EQUAL CONSTRUCT HEADWALL PER DETAIL C SEE PAGE 2 I \ \ 59:20 FG \ 1 1.5' PROP. PLANTER EXIST. PERIMETER BLOCK WALL TO 8£ PROTECTED IN PLACE ------ 59.80 FG ff. 10· I ~-A-~-OP~_-R_C_C __ I : ,_...__ I V EXIST. FENCE I • (P.I.P.) 5' .... 1 ~~--'1 • PROP. BLDG. I BSL I FF:62.50 j I APN:204-232-03 I I -. -.,_ -.... , •. , .... ~ ..• , ·;• I I\, 26' PROP. PCC EXIST. FENCE I (P.I.P.) I I I 5' .. . SECTIONC-C NTS ff. I APN:204-232-03 SECTION E-E NTS 10 ~ 0 -... 5 10 i _1 SCALE: 1"=10' 20 i 59.72 FG EASEMENT NOTE: AN EASEMENT FOR PUBLIC ununES AND INCIDENTAL PURPOSES RECORDED NOVEMBER 2, 1949 IN BOOK 3372, PAGE 271 OF omCIAL RECORDS IN FAVOR OF S4N DIEGO GAS & ELECTRIC COMPANY. NOTE THIS EASEMENT CAN NOT BE PLOTTED AS IT IS DEANED AS BEING "ADJACENT TO THE SOUTHWESTERLY UNE OF S<IID LOT "O" IN BLOCK 2 OF PAUS<IDES HEIGHTS~ THE SUBJECT PROPERTY IS S<IID LOT •o~ WATER SERVICE NOTE: EXl5nNG WAIER METER & SERVICE LATERAL TO BE REMOVED & RELOCATED AS DEPICTED ON PLANS. 5/8" METER TO 8£ UPGRADED TO 1• METER. PRECISE GRADING PLAN 24' I PROP. PCC PROP.BLDG. SECTIOND-D NTS l'.J ' - l'.J " (/) a, 10· J, I ), ' '-D ---I 1--- I I I ), ' '-D 8' ~ CITY OF CARLSBAD 1----+--+------------------t---+--l----+-----i L_2_j ENGINEERING DEPARTMENT 1----+--+------------------t---+--J----+-----i 1----+---+-----------------1---+---<----+---1 GRADING PLANS FOR: 3677 GARFIELD ST CARLSBAD, CA 92008 APN:204-232-04 ---I 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: :u.WE..cHi____ CHKD BY: =DG=A~_ RVWD BY: PROJECT NO. I DRAWING NO. PACKAGED STORM WATER LIFT STATION -HERNANDEZ RESIDENCE Lift Station model #PSI-ARM111119 as manufactured by Pacific Southwest Industries (national phone# 800-358-9095) The pre-packaged Lift Station, in its entirety, is to be non-corrosive and shall incorporate a quick removal system manufactured by the pump manufacturer. The pump(s) shall be guided to the discharge base elbow by SS guide rails. The rails shall extend from the discharge base elbow to the upper guide bracket mounted on fiberglass channel just below the basin cover. Stainless steel lifting chain or cable shall be supplied and properly installed to remove the pump from the wet well. The internal discharge piping shall be completely pre-plumbed in PVC pipe and extend 12" beyond the wet well side wall for contractor connection to the force main piping. The pump(s) discharge pipe shall have a check and ball valve installed on each discharge line. The Lift Station shall include three liquid level controls on a removable float tree and a control panel suitable for surface mounting. The pump(s), quick removal system and the level sensors shall be housed in a fiberglass wet well (basin). PUMP(S): Furnish and install Tsurumi, VANG'S Model 50PU2.15S-62 submersible pump(s). Each unit shall be capable of delivering 32 GPM at 11 Feet TDH. The pump(s) shall be designed to pump waste water, sewage or effluent containing 1.5 inch (38mm) diameter solids without damage during operation. The pump(s) shall be designed so thatthe shaft power required (BHP)/(kW) shall not exceed the motor rated output throughout the entire operating range of the pump performance curve. A two year warranty "out of the box" shall be standard. MATERIALS OF CONSTRUCTION: Construction of major parts of the pumping unit(s) including pump casing, impeller, motor head cover and intermediate brackets shall be manufactured from recyclable, application appropriate resins. The need for a protective coating shall not be required. All exposed fasteners shall be stainless steel and shall have stainless steel mating anchors integrally cast into the mating part. All units shall be furnished with a NPT discharge companion flange. Impellers shall be of the multi-vane, semi-vortex, solids handling design and shall be slip fit to the shaft. The motor shaft shall be machined to provide a positive drive of the impeller. The pump casing shall incorporate an air relief valve. MECHANICAL SEAL: All units shall be furnished with a dual inside mechanical shaft seal located completely out of the pumpage, running in a separate oil filled chamber. Units shall be fitted with a device that shall provide positive lubrication of top mechanical seal, (down to one third ofthe standard oil level). The device shall not consume any additional electrical power. Units shall have silicon carbide mechanical seal faces. Mechanical seal hardware shall be Stainless steel. MOTOR: The pump motor(s) shall be 1/5 HP, .15 KW, 115 V, 60 Hz, 1 Phase and shall be NEMAMG-1, Design Type B equivalent. Motor(s)shall be rated at3.2 full load amps. Motor(s) shall have a 1.15 service factor and shall be rated for6 starts per hour. Motor(s) shall be air filled, copper wound, class E insulated with built-in thermal protection. Motor shaft shall be 403 stainless steel and shall be supported by two permanently lubricated, high temperature ball bearings, with a B-10 life rating at best efficiency point of 60,000 hours. The bearings shall be single row, double shielded, C3, deep groove type ball bearings. Bearing seats shall be rolled carbon steel or aluminum die casting. Motor housing shall be 304 stainless steel. Motors shall be suitable variable speed applications, utilizing a properly sized variable frequency drive. (Only for 3 phase.) POWER CABLE AND CABLE ENTRANCE: The pump cable shall be suitable for submersible pump applications. The cable entrance shall incorporate built in strain relief, a one piece, three way mechanical compression seal with a fatigue reducing cable boot. The cable entrance assembly shall contain an anti-wicking block to eliminate water incursion into the motor due to Capillary wicking should the power cable be accidentally damaged. QUICK REMOVAL SYSTEM: The pumping unit(s) shall be equipped with quick removal system (QRS). The construction shall be such that the pump(s) will automatically connect to the discharge piping when lowered into place on the discharge connector. There shall be no need for personnel to enter the wet well to accomplish installation or removal of the pump(s). The pumping unit(s)shall be fitted with stainless steel lifting chain(s) of sufficientlength and strength to permit the raising and lowering of the unit(s). The chain(s)shall be fastened at the top of the structure near the access opening. All parts of the QRS system including base elbow, sliding guide bracket, and guide support shall be manufactured from recyclable, application appropriate resins. The need for a protective coating shall not be required. A sliding guide bracket shall be an integral part of the pumping unit and the pump casing shall have a machined connection with a bracket to connect with the discharge connection. Sealing of the pumping unit to the discharge connection shall be accomplished by a single linear downward motion of the pump with the entire weight of the pumping unit guided by a pawl, thereby wedging the pumping unit tightly against the discharge connector. No portion of the pump shall bear directly on the floor of the sump nor shall a rotary motion of the pump be required for sealing.All fasteners coming into contact with the pumpageshall be stainless steel. Two corrosion resistant guide pipes shall be furnished and installed for each pump to permit raising and lowering of the pump. Guide pipes shall be 3/4 inch (20 mm) in diameter and shall be of adequate length to extend from the lower guide holder to the upper guide bar bracket(s) mounted on the access frame. CONTROL PANEL: The control panel shall have a NEMA4X semi dead front enclosure suitable for wall mounting. The outer face of the door shall have only the following: 1 high water alarm light with silence switch, 1 buzzer. The inner workings of the control panel shall have no less than motor circuit protectors (overloads) that shall be adjustable, motor contactor, HOA selector switches, circuit breakers, Smart relay with exercise timers, elapsed timer meters, and float indicators, numbered terminal switch, and shall be listed by U.L. 508. FIBERGLASS WET WELL: The fiberglass wet well shall have a minimum inside diameter of 30 inches and shall be of sufficient length to maintain the rim at grade and shall be 96 inches in length. The fiberglass wet well shall be manufactured using a process that insures that the bottom of the basin will be fabricated at the same time as the sidewalls, eliminating the possibility of any joints or seams in the wet well in the area of greatest stress concentration. The laminate shall have a barcol hardness of at least 90% of the resin manufactures minimum specified hardness for cured resin on both the interior and exterior surfaces. The minimum wall thickness of the wet well shall not be less than 3/16". 2" x 4" lumber shall be encapsulated in the bottom of the wet well to allow the mounting of the polypropylene bottom and the quick removal system. The top rim flange will be no less than 2" wider than the I.D. of the wet well (34" O.D.). The wet well shall be provided with "uniseal" fittings that can be installed in the field to insure proper elevation of the inlet, vent, and electrical on the side of the wet well. ALUMINUM DIAMOND TREAD FOOT TRAFFIC COVERS: The wet well will be covered with a solid 1/4" thick aluminum diamond tread cover suitable for load up to 300 psf. The cover will be solid with no penetrations through it. The cover will be gasketed and bolted to the rim flange of the fiberglass tank using 7/16" stainless steel hex head bolts. No covers using epoxy paint will be acceptable. WET WELL COMBINE DISCHARGE PIPES AS DETAILED USING Y FITTINGS 5 C 96" B 4 3 ALUMINUM DIAMOND TREAD COVER TOP 59.00 ld"xWX X\X(>0.Z9SS?>M<% &><Ya: X',?5{<.. X ;>Q§e£(SX§'K>?:XX 2Y5? VS2&?SZ~ REMOVABLE FLOAT TREE 3 FLOAT OPERATION INLET iJ 4" 16" ALL PIPING IS 2" SCH 40 PVC '-L____--¥l----+-+-i z 1-----1----I N LET 54.00 1" STAINLESS 1+-+-1-------1---c TEEL GU IDE RAILS 2 FIBERGLASS TANK 1 34" ___________ .., ' ' u ' ' ' al, ' ' I '.----_______ / ' ' ' ' ' T 12" J_ ANTI-FLOTATION FLANGE PSI pacific southwest industries REV BY A A SR DESCRIPTION FIRST ISSUE PUMP MODEL:50PU2.15S 1/5HP 115V 1 PH FLA3.2AMP PERFORMANCE: F.NG!NE[RW,. PW1l'SIFLUID J{A,;1>L!'<G & DlSPOSJ.L S\'SIEMS PACKAGED LIFT STATION (800)-358-9095 THIS DRAWING CONTAINS CONFIDENTIAL INFORMATION AND IS THE EXCLUSIVE PROPERTY OF PSI. IT MAY NOT BE COPIED OR REPRODUCED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OFPSI. 32 GPM AT 11 TOH 5 4 iJec, 10 60 PC-PLJ..01 VANCS -SERIES -PU if)) TSURUMI (FRP) SEMI-VORTEX -SEWAGE & WASTEWATER PUMPS PERFORMANCE CURVE MODEL BORE HP KW RPM SOLIDS DIA LIQUID SG. VISCOSIIT ITEMP. S0PU(AIW)2.15S-64, 50PUF2.15S-63 2"/50mm 0.20 0.15 3430 1.38"/35mm Water 1.0 1.123 est l 60~ PUMP TYPE PHASE VOLTAGE AMPERAGE HZ STARTING METHOD INS. CLASS Semi-Vortex -Sewage & Wastewater Single 115/ 120/230 3.2 / 3.1 / 1.6 60 Capacitor-Start E DATE PHASE VOLTAGE AMPERAGE HZ STARTING METHOD INS. CLASS '+"=i'=H--+H-+-t-H--' H--~1-+-----H---++-' +-+++-++-+' +--1--+ '+-' ++--!REMARKS: -+-''"-+=<-+-H-H-,-+-~ i· ----· ·--~-1-+--+--i:-I--I -~~ --i : 1 50 .;,.U ,,., I I I I I i I ' I I I I i ' ! ! I ' ' ' ' h.1++++4'++---+++4141~141-+-+--+-·~o i I• I · I · ! i I : I ' , I I I I : I ' ' : ' I I i : I ! I I ' ++-H-+--' H-1----i------1----1--1-~ !. ++-'-+-''- I ! ' lo.. I : I I I , .. I I ' . ' I ' . ' ' ' ' I I-...; ' ' ' ' ' I I _.,,,,._ . ' ~-L ' ' 1-. ; h-i i I ' ! 40 2.5 B I I I I I i I 1 ' i ..-i I I ' + I I ' ' I ' ++-~++-H-1----i-4-'0'(:, ' I I ~ ' 2.0 7 30 6 I I i : . - ! ' ' ' ' I ' ' i I I I -, • . I T ' i +-+-+-~e-'-e-'-W--µI. +- '. . ,. -, I TT I ' T I I I I ' TTT I ~H .. ~ 1 II~ I I -:'Iii I I ~!~i . I .: ~ T i ' I I I ' I ! 1.5 I ' ' H-H-H-rk-H-H-+-+-+''i:tl:ttt:Jtl:::ttl:tt::t:ct,tttttttt=itt±=i=t=tt:b:ttl : ! I i i"-I ' I ' ' I i 20 4 1.0 I I ' I 10 2 ,, 0.5 . ' T I I -0 0.0 -0 I I USGPM 0 CAPACITY Mlmin. 0.00 SHAFT POWER KW BHP I I 0.15 0.20 0.14 0.13 0.12 0.18 I I ' ' ' 0.16 0.14 ' ' ' ' I ' ' • : I I ' I I : 5 0.02 . I I ' • ! I i ' i i : I ' ' ' ' ! ' i I I ' I I ! I I I ' I ' I I ; I I 10 15 20 25 0.04 0.06 0.08 0.10 I i I ' ' ' ' I ' I I 1 I 30 0 ' ' ' I ' ' ' ' ' ' I ' I I ' 35 I I I ' I . ' i T I I I ' I i -1 I i I I ' -, I I T T , I I I I I 40 0.14 T : I 0.16 ' ' ' T' ' ' ' I I I ' ' ' ' I i I f"' 1 I ' ' ' ' ' ' ' ' ' ' 45 ' ' ' ' ' ' I ' 50 0.18 0.20 ' + __! __ -1 ' I I ' ' ' ' ' ·- ' I I ' 55 0.11 0.10 t t' :.::' t' :d:t: t' =: _lt' :ttt±:tt±::' :tttt' :±:±±' :±' =' ±::t:::±t±±±±±±':::±:±±:::±±±±1±1±1 -Q,Q9 -Q.12 ' ' I ' I I I I ' I i ' ' 3 SCALE DRAWN BY DATE PROJECT DRAWING NO. REV NTS OR 11/11/19 HERNANDEZ RES CARLSBAD, CA ARM111119 A 2 1 STORM LIFT STATION PROFILE & CALCULATIONS EQUIVALENT PIPE RUN CALCULATION 2" PVC SCH 40 PIPE 2" PVC SCH 40 90 ELBOW (3) X 5.5 FT 2" CHECK VALVE (1) X 13 FT 2" BALL VALVE (1) X 1.2 FT TOTAL EQUIVALENT LENGTH FRICTION LOSS PER 100 FT 2" PVC @32 GPM FRICTION LOSS STATIC HEAD 129.7/100 x 1.86FT 100.0 FT 15.5 FT 13.0 FT 1.2 FT 129.7 FT 1.86 FT PER 100 FT 2.41 FT 8.50 FT TOTAL DEVELOPED HEAD 10.91 FT PERFORMANCE 32 GPM @ 10.91 FT TDH THRU 2" PVC LINE D C B A C: 0 :;::, C. ·c: 0 '1J Cll Cl 0 z z 0 -~ t,--: (/) ~ LL -_J ~ w ~ $ ~ ~ 0 ~ (/) UJ U) (_) ....I z ~ UJ 0 UJ U) 0 UJ z c:: 0 N !;i: UJ 0 1--z U) <i:: I-z LI.. c:: ....I UJ I (/) CD ·-I.. +-' en :::::, 1J C +-' en CD $ ..c +-' :::::, 0 en (.) ·-'+-·-(.) ct:l C. -(/) a.. <i:: (_) 0 <i:: [Il U) ....I c:: <i:: (_) "'"'" I C u, .J "' 0) 0 '1J 0) :;; ' "' w "' f--"" '1J 0 >-0 (f) "' ..J I < CL (f) 0 0 CL "' (f) "' N 0 0) "' < C) 0 z cu ::J Cl'. 0 0 z z < (f) I ..J 0 w 5 w ..J " lL < ii5 ..J 0.. r' :;; ::, (f) CL < ' (f) 0 < w ..J Cl'. CL w 0 w 0 z 0 (!) N "' z 0 w "' (/) f-0 z z ~ -u.. Cll (j) 0 (j) ro .c: ~ 0 (/) (/) ai >, >, -.0 ro .0 Cl C: 1J :a: (j) }:! -" Cl 0 (j) .c: (.) (E) 6' MASONRY FENCE _ _..,-fl I I I I I I I I ------ 0 10'-7" RY.S.B. I w.--------- 1 I I I I 0 (N) A/C UNIT -ZONE 1 ~-(E) 6' MASONRY FENCE (N) GAS METER ~-(N) ELECTRIC METER (N) FLAGSTONE ~_REMOVE (E) WOOD FENCE (N) A/C UNIT -ZONE 2 REMOVE (E) CONG. DRIVEWAY --- REMOVE (E) TREE REMOVE (E) f'LANTER (N) STEF'S (N) DECK ' ... ' ' -------------------------- cccccc-cccccccccccc~1 ~~ ~ -~ -------Jj------i ' ' II II II II II II -==========--'! 120' N 55 27' E 9 ,. .. • .. !<) .. -. -· ~_REMOVE (E) ELECTRIC METER (N) 5'-0" WOOD FENCE&GATE ' ' '''''''' ' ' ' ,,, ' ' '' ' '' ' --~-~--~--~. •. . ·. -.. . . r-·~------~-~----~ ~~~~ . :~~~-_ --~IW 11 :~ . ea.~--~ -t++f+-l;;i.+1-Hffi+i-,~~ii i +tt#;f++i--~~~~~~~~· :JI.-. ~0 ~~~ . · NEW 2 -5TORY R 51D ~~ ~~~ I I L __ J NEW 2-CAR GARAGE ELECTRIC VEHICLE READY PARKING Sf'ACE ,,,, .............. • ' 0 b b • • +/-3 '-0" MASONRY 0 0 WR.LL • • • b .es • ' • • ' • b ' b 0 • NEWSTEf'S • • • b ' b 0 0 • • • OUTDOOR • • 0 SHOWER b • • ' • ' • • • • ,. • I I 'I " I I • I • FIN. FLR. ELEV. LINEOFZND FLOOR ABOVE 6 20'-Cfii . I> I "' ,..,,...-, ........ L:.-::::" _______________ .::::~~~ • . " (l) I ~,.--•-,....------~-----------------------:::::"I /:,~ I ..... , /> I:,. ,:., I 1ll L - 0 ' • ----------~---------~-• b fu , • • ' • • © • • • • • 0 • 0 r, ......... ;, /:, _,,...,,,. I ,...., I> I> .,.,,,,. (\-"' I /:, .......... _ " ,,, t lS) I /> ..... ...., t, ,,,,.,,,,,. /:,. 1 -I '-,,,,. e I z /> 't ---;---"---'llfill:.0$, __ • ____ ~--'"t~--- 1 • .,.,-f'ARKING ....._ • 1 • I _:.,.,,,,.,,,,. SPACE t, ................. t, I t, I e ,,,,. /> '..._i> I • I ,,,,.,,,,. I.> '"' ......... __ I REMOVE(E) CONG. DRIVEWAY (E) 3' MASONRY FENCE •. -~------~-.-..-~..:..~-...a-~ (N) CONG. WALK :s.,,'il __ REMOVE (E) WALK, STEf'S & LANDING I I I I I I I I I ~-------------------. . ---------------------------------- ,,,,. /:,. -.... t, ~--~--~---------------------~~ LEGEND (N) 4'-8" WOOD FENCE&GATE AREA OF NEW RES IDENCE & GARAGE (E) 6'WOOD FENCE AREA OF (E) STRUCT URES TO BE REMOVED AREA OF NEW DECK & FORCH SITE PLAN 120' ~55 27'E (E) 5'WOOD FENCE (E) GAS METER TO BE RELOCATED (E) 42" WOOD FENCE (N) W.I. GATE -HEIGHT VARIES -6' HIGH MAX. (E) IRRIGATION BOX TO BE REMOVED (E) A/C TO BE REMOVED LINEOF 2ND FLOOR ABOVE ~ -1 f • <...) z 0 <...) ,.....,_ UJ ......., I I I I I 1 I I I ¢ IL I I I .-+-1--(E) FOWER F'OLE I I I I --~---I I ' ~++-_REMOVE (E) I I I ....... : ....... __ ~ ~ ~ ~ f UJ ~ < <...) U) ~ z < -1 ---UJ ......., '..-t--,L 0 DRIVEWAY Af'R<:)N 30'-0" I ' ' I I ' ' I ~1" GAS LINE I I ' 'f I I I I I I I I I I I \-! UJ I UJ I 1)L ! \-I U) I I I I Q I --1 ! UJ I -1 u. I ~! ~I I I I I I e , I _Nj __ ~_J I ------------+--------------------------t--------------- 0 SIL t>.. < 0 z 0 <..l ~ z ~ ' ' J I 1 ------' I I I I I I I I I I 4 IL I I I I I I I 3/16"-1'-0" L.L.I V\ " ""' ~ a=: C ~ :; :::, ""' " ~ ...... ~ ~ ,_ 0 ~ z: ~ "-' -~ L.L.I .....,__::i =:l: ~ ~ z: e? 0 ~ -z: ~ ::c z: ~ N <C 0 N ~ "-' __, .!!!~ 0... C a=: 'g z: " <Z: = " • V\ ~ :::z: ...... • ~ = ~ C -.. ~ ::::.::: N ~ V" L.L.I iCII=: L.L.I ::c "-' Q) 00 (.) 0 0 C: .,_. N Q) a, en "C Q) s... n:s ·-..... tn en ·c Q) s... 0::: :E 0 Cl) !"!::: N 'E cij Q) n:s u "C (!) C: .,.._"C ca .,.._ n:s C: (0 .c .... C"") U) Q) -s... ::c n:s u ISSUED FOR PLAN CHECK DATE: ##/##/#### BY: SC REVISIONS DATE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT NO. Hernandez DRAWN BY: SC DATE 11 -12-19 SHEET A-1 3'-7 1/2" 16'-11/2" 38'-7 1/2" 8',51/2" r------------------------------------------i--,----------------------·~ ---------------------------------------------------------------------------------------7 118'-1" 10'-7" ..._ ____________ _ 240V OUTLET FOR ! ""'" ,m d!I> □~ ~---~-------------------------------------------------- 2-CAR GARAGE I \ I \ ,a \J 17 \I \\\ D Ill \\\ D Ill I --, I I • I J \I ,, J /JJ \ /21 \ \ -'I::: 14---t--------20'-0" CLEAR-----------+! dth q 240V OUTLET FOR q -ELECTRI~ VEHICLE KEADY FARKING SFACE "20'-81/2" q q N ;:, UF -1--+-f--H~ 16'-6 1/2" aaaa.,1 I I I I i:i, 1, .J11J3 6 t ' ' m V, I I 6'1-3" I 6'r6" I D I I I 12'-1" 5'-7 1/2" I D c,.,----,:J -~ 11 -----,.,.JL I c.....+-------- --FOYER-----EN"fRY--- 10'-0" I I I I ' I I I q V q DRIVEWAY q q ' 23'-8 1/2" V ' 2'-6" q r q 3'-1/2" . ' r 12'-0" q LINE OF'ZND FLOOR ABOVE q q q 1,316.77 6'! ft 12'-10" V LAUNDRY/ MUD QRIVEWAY I wl I I ol i V 12'-1" <J <J <J 'v <J <J <J <J <J <J <J <J <J <J 'v <J PANTR' !L :::, - I ' '1" f ' UP 8'-31/2" q W.1. GATE ----<..t 0 0 N q ;:, _, <Sl "l I WALK q D.RIVEVVAY V . I I I ' I I . I I I I I I "I I v I I I I I < I --------------------------~ <J <J -<J <J <J <, ---------------------------------------------------------------------------------q ,_, <J o , ,q -<:J sJ ,;; -,;;; q _JI -----------•illiiillt-------------------------- FIRST FLOOR PLAN 1/4"= 1'-0" 1.1..1 CIII::: :::::::, t--....., 1.1..1 t---:::c ....., CIII::: -c::c :::z:: -:=.=:: V"\ 1.1..1 CIII::: 1.1..1 :::c ....., Q) (.) C: Q) "'C ·- 00 0 0 -N (I) O') f ca u, Q) -·-en c: 0::: N Q) "'C C: ca C: I.. Q) :::c "C ... -0 (I) ~ t cij ca 0 (!) r-"C r-ca (.0 .c M rn "t: ca (.) ISSUED FOR PLAN CHECK DATE: ##/##/#### BY: SC REVISIONS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT NO. Hernandez DRAWN BY: SC DATE 11-12-19 SHEET A-2 10'-4 1/2" .,. ~ -"' ~ (D -' I I ~ N -~ "' ' M ~ WOOD PATIO COV~-R-~+---------i~~il~~~~tt~ I I ~+---- "' "? ;.-+------ i>J -~ ' in 1 '-1 0" ' ~ SECOND FLOOR 6'-7" ;, ,, ,, ,, ,, ' ~ r--' M ~ 5'-1/2" -- ' 7 10 38'-7 1/2" 30" X 30" ATTIC r ACCESS PANEL '--+----' f----□ ~I I BUILT-,11 -tttttttt1 14'-10 1/2" ,.__-+---+--~~~-+-------,¥1~ ~ §~ MASTER BEDROOM 1 L l WAU -ZO NE:J ,,l/( 8-,9 I INATTIC 7 0 MASTER BATH /\ 0 0 = = ' / \vn.--,..,.~ '-1 ' ,,,.__,,. I " ,, ,, s ,_,, ,_ ' 4'-6" -- 1,102.86 sq ft .... ---= = ::.;=-=-=.1c:;:::::;::=;-i I q, in EXCERCISE / FLEX 11'-11" w 13'-8 1/2" V " I I }1~ I~ I :::: I I I ~ = = = §§; ~ = ~ = :r - __._/ OPEN _JQ_ __ _ BELOW jl jl 1' I I jl I I I i' I I jl I z I 1, 1, I I 1, I I I 1, I I 1, 1, 0 ,1 ,1 I I ,1 ,1 ,1 ,1 I I I I I I I I ii ii I ii I I ii ii i=£J I I >< J 13'-6 1 /2" GUEST BEDROOM Ye BATH L . I I ~ I 16'-3" 4'-3" PLAN N I -~ "' ' en = "' ' en 1 /4"= 1 '-0" L.1.1 V> X c.:: ~ iC::111:::: 0 ~ ~ v ::::::, ., c.:: N v u..o ~ 1--,_ 0 ~ z: ~ '"-' ~ -........ re L.1.1 =:l: v 1--z: is ~ -z: ~ ::c z: ;!; 0 <C N ~ '"-' _, ... 0.. C c.:::: .......... g z: • <C u = i V> " :z:: u..o • e = " C -" ::::.=:: ~ N v ~ L.1.1 c.:::: L.1.1 ::c '"-' Q) 00 (.) C C C: -N Q) a, a, "C a, ... Ctl ·--u, en ·-C: Q) ... 0::: :Eo Q) ~ ·--N 't: Ctl Q) Ctl 0 "C (!) C: r-,.. "'C C'a r-,.. Ctl C: '° .c .... MU, -Q) ... :c Ctl 0 ISSUED FOR PLAN CHECK DATE: ##/##/#### BY: SC REVISIONS DATE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT PROJECT NO. Hernandez DRAWN BY: SC DATE 11-12-19 SHEET A-3 t..U V) ~ .... cm:: 0 "' :; :::::, .... " N ~ LU " ~ I-" .. z ~ '-' ~ 're t..U (,!:) ::: ~ ~ :z:: "' C .. -:z:: ~ ::c :z:: ~ :,: <C N " '-' __, .i c... " cm:: ,g :z:: .. oe:i: (,!:) 0 ,; -~ V, :z: LU ~ = ~ " -" =:::.=::: .. N ~ V'\ t..U I ------7, cm:: LINE OF DECK BELOW ' ' I I I I I I {/ ! ----------------------------------------------~:! ------':l.l ----------------- II I " 1------ _____________ T! ____ I I ' I i I ' " ' I I ' ' ' ' I I I I I-' T ' ' T ' ' ' u. ,.. N 8:12 r--------------------r►-- ' ---. ~ k, ----------------;~--- I ry~~ 3-12 i • I cC .... ► ' ' ~ ,.. --' • • I : I ~ ' ' I ' ' ~/4" I Ff. RI GE " I I I r:--------------------'-•---- ' 4 / ' ' I ELASTOMERIC DECK SURFACE ' ' ' ' ,! ' I-' ,·v ' ' I l -' ,-' u. l ' ' I i I j I N RIDGE I , ' I ' ---. ~ , __ i J ___ -t-,: : ' ---: -----"1 I ~ ' ' ~ ,.. cC 8:12 / f---i r b \ I i----T--· -1--~-.. I ~ ' ' ' I I I ' ,¢/ ' ' ' ' ' ' 4 ' ' 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--· -r-~-r b f-,,._ ' T • ~ / .. '--· •--+--· _,__ 1--~-' , ' ' N " ' I ' • I I I I I ), ' I SKYLT. 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' -4 ------------i!$ ~ ' ' ' L-----------------_____ J DATE: ##./##/#### ' v:1""' BY: SC i TYF. llL ·"r' 1'-11/2" N , 1-',....l..j REVISIONS r~ L-----------------------------------------------------~ DATE - TYF.' 1'-81/4" ROOF PLAN 1/4"-1'-0" ALL DRAWINGS AND WRITTEN MATERIAL APPEAR[NG HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT NO. Hernandez DRAWN BY: SC DATE 11-12-19 SHEET A-4 C i.J)"" ~ "'-J..J I~ l;J I,": EB ~ ~ EE ~ ~ r ~ ~ I,. ~ ~ ~ ~ ,~ I I I ' cl • N 1L _.I. ' .._ l H l -;, I , I .,- I co I ,-□ rn □ I I C') I ., .,- □□□DD DD □□□ EAST ELEVATION -GARAGE 1 /4"= 1 '-0" C: t;:, ' ' • N • .._ I I I I T""" I I I 11-II ~I I I en I --,-,-I I C') I --.,- I I -I I I I ' ~ ' F s ~i WEST ELEVATION -GARAGE 1 /4"= 1 '-0" t STANDING SEAM MET AL R 00 FI N G-t-t--t-t-it-t----HI~ J [ PAINTED LAP SIDING STANDING SEAM METAL ROOFl,N,,.,.,r.~-r-,J C: WROUGHT IRON DRIVEWAY GATE -~ • 0 0 POST LIGHT@ SP IRAL_~ STAIR BEYOND \ \ \ ~ ~ .., "' [I] II -- C: ~ Ii II r I I ,L : ·- " I - ~ ~lrt ~ ... I I ■" ~I I ~ - - ~ '' DJ ... lf.ll 11,r--,,.. -~ I I I -~ V,..L- "I I I l;l f--- f--- f-------,c1P----;---i----------t--WALL SCO NCE TYP ITJ•- -li-l-tH~::';:=~:::::;:;~-+--+~DOUBLE HUNG ALUM. CLAD WOOD WINDOWS TYP. C [D ~- I co I C') I N C') (j) N ~ l'-+-+t------,---i----+--PLANTER BOX -., R p.: ~--..+---i----i---WOOD SHUTTERS 1L I• I I 1-c----WOOD GATE v~ I I it+.-.-. 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GRADE WEST ELEVATION ~~ --I I I " - ~ I I I 11 I I I ' Pi ~ N I I ~-PAINTED WOOD GUARD RAIL 1 /4"= 1 '-0" ' ] - co I en N L r 17/ V/ ] ~ >-1L I 1.C r ~ 1 /4"= 1 '-0 " :z: -:::.:::: ~ 1,-'\ L,U cw:: L,U ::c \..I G) u C: G) ""C ·-tn G) a::: 00 0 0 -N C1) O') C1) I.. n, -en ·-C I.. :Eo C1) ~ ·--N 't: n, G) n, u ""C (!) -C: r--"'O cu r--n, C: CD.C '-Mu, -G) I.. :::c n, u ISSUED FOR PLAN CHECK DATE: ##/##/#### BY, SC REVISIONS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT NO. 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BY: SC REVISIONS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT NO. Hernandez DRAWN BY: SC DATE 11-12-19 SHEET A-6 STREET VIEW FROM SOUTHEAST REAR VIEW ~tl STREET VIEW REAR VIEW FROM SOUTHWEST L.L.I Vl X .. ~ """ ~ 0 ~ -~ --:::, """ " ~ LU ~ ~ I--" w :z: ~ '--' ~ "~ L.L.I = " ~ ~ :z: ~ -w -:z: ~ ::c '--' ei=::: < ::z:: -::::.:::: ~ L.L.I ei=::: L.L.I ::c '--' Q) (.) C: Q) "'C ·-V, Q) 0::: N Q) "'C C: ctl C: I.. Q) :I: :z: ~ N < 0 N ~ ...... ,; c.... ·a ......... ~ :z: "ii " = • -~ Vl LU • e = ~ " .. w N ~ 00 0 0 -N cu en cu !:: ca en ·c "'O ... -0 Cl) ~ -e ca ca U (!) - ,.._ "'O r-ca CD ..0 MU) "i: ca (.) ISSU~J FOil PLA.N CHECK DATE: ##/##/#### REVISIONS DATE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT B!: DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT or THE ARCHITECT. PROJECT NO. Hernandez DRAWN BY: SC DATE 11-12-19 SHEET A-7