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HomeMy WebLinkAboutDWG 533-6A; MS 2021-0001; GARFIELD HOMES; 01-086/15/2022 JCNEME June 17, 2022 DocuSign Envelope ID: 837F0AC8-9D98-4EB0-B189-8C89218257A3 6/28/2022 DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 GRADING NOTES (INADDITION 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 l'V'\IVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED 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- 11\0RK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTIX SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FORANY V\ORK IN THE PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ':,\-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO v\ORK SHALL BE COMMENCED UNTILALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY v\ORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS VVILL BE MADE TO THESE PLANS VVITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEEI 8. ORIGINAL DRAVVINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/71ONS BY THE ENGINEER-OF-v\ORK PRIOR TO FINALACCEPTANCE OF THE WORK BY THE CITY 10.ACCESS FOR FIRE ANDOTHEREMERGENCYVEHICLESSHALL BE MAINTAJNED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERM/I ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLYDOING BUSINESS IN THEFIELDOFAPPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILLAREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAJLY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR 13. A PRECQNSTRUCVON MEETING SHALL BE HELD AT THE SITE PRIOR TO 11-fE BEGINNING OF IM'.JRK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINEAT (760) 438-3891 AT LEAST FIVE(5) V\ORKING DAYS 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 SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY GALLING THE ENGINEERING 24-HOVR INSPECVoN REQUEST LINE AT /7601438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT V\ORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL l'\ORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAJN ALL S:-\FETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL S:-\FETY AND HEAL TH STANDARDS, LAWS AND REGULA T/ONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAJL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF v\ORKER 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 (51 OR MORE IN DEPTHANDAPPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON S:-\FETY ORDERS T/TI_E 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTILA VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE VVILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED 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 HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 2.0. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FORAPPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, ASITEAPPROVEDBY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS ASA RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAJN. GRADING RESULTING IN THE PONO/NG OF WATER IS NOTPERMITTED.ALLEARTHENSWALESANDDITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP A.ND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BEAS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TOA FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 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, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOIM'/ ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANOO, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING LPG 202HJ027 I DOO 533-6L AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. 1/',HERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO 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 SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTI_IAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOII\? AT LEAST 2 FULL v\ORKING DAYS PRIOR TO STARTING GRADING NEAR THEIRFACILITIESANDSHALLCOORDINATETHEWORKWITHA COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALER1) SDG&E AT&T SPECTRUM CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 32. PERMIT COMPLIANCE REQUIREMENTS: (800) 422-4133 I 811 (800) 411-7343 (619) 237-2787 (800) 227-2600 (619)262-1122 (760) 434-2980 (760) 438-2722 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.12.0A.8} CARLSBAD MUNICIPAL CODE B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING 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 IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAJN S:-\MPLE 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 QOO/TY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING v1D\S DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTI_INED 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 WILL 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 ADDEO TO PROHIBIT Vli'\STEWATER DISCHARGE DOIM'ISTREAM. STENCILS SHALL BE ADDED TO THE S:-\TISFACT/ON OF THE CITY ENGINEER. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT /949)637-3254, 24 HOURS A DAY 2. EQUIPMENT AND v\ORKERS FOR EMERGENCY v\ORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAJN IS EMINENT 3. FOR PROJECTS COVERED BY STATE SWPPPIWDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL v1D\TER QLIALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAJNTAIN THE 1'11'\TER POLLUTION CONTROL PLAN (WPCP) TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECI THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE S:-\TISFACT/ON 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 DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESS:-\RY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO A.REAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL 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 Av1D\Y FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAJNFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE VVITH 314 INCH MINIMUMAGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAJL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE IMTH SECTION 35. 023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-8) 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 THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. B~ ~~? ,.. DATE: BRYAN A. KNAPP, R CE R.C.E. NO.:---'86=542~-------------- REGISTRATION EXPIRATION DATE:---'3~-3~1-~202=3 ______ _ FIRM: PASCO, LARET, SUITER AND ASSOC/A TES, INC. ADDRESS: 1911 SAN DIEGO AVE, SUITE 100 CITY, STATE: S:-\N DIEGO, CA 92110 TELEPHONE: {858) 259-8212 STREET NOTES 1. ACTLIAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R' VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOIM'/ ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE ':-IS-BUILT'' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALL WM/NA/RES SHALL BE "CUT OFF" TYPE ALLOWED. 3. ALL UNDERGROUND UTIL/71ES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. 1/',HERE AN EXJSTING PIPE LINE IS TO BE ABANDONED 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. 5. 'M/EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE CODE: 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLS BAO LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRSD Dl'/G M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT A.RE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETI_IATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORSACI 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WAT1) OR 13,700 PUPIL LUMEN /100 Vli'\T1) HIGH EFFICIENCY INDUCTION LIGHTS. BASIS OF BEARINGS THE BASIS OF BEA.RINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-<13), ZONE 6, EPOCH 1991.35, GRID BEARING N 66'04'32" E BETWEEN STATION ''CLSB-141" AND STATION "CLSB-119" AS SAID STATIONS ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK PER RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE S:-\N DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIM'/ ON THESE PLANS 1'11'\S GENERATED BY FIELD SURVEY METHODS FROM ~ \ SITE VICINITY MAP N.IS. OWNER'S CERTIFICATE • ' 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 IS SUBJECT TO A STATE-REGULATED SWQMP, I (WE) ALSO AGREE A QLIAL/FIED SVl,QMP PRACTITIONER QSP HAS BEEN OR WILL BE RETAJNED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAC/L/71ES, ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOVVN 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 CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO 7421 DATED 9/1/2021 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY GE/INC.: JOB NO. 20-12942 DATED 12/9120 7. THE S:-\N DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA 9. ENVIRONMENTALAPPROVAL DOCUMENTS DATED NIA 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) PREPARED Br. PLS:-\ , SEE SHEETS 6-7. 11. TRASH CAPTURE STORM WATER QUALITY MANAGEMENT PLAN PREPARED B~ PLS:-\ DATED: 5/1112022 12. CALIFORNIA STORM "16'\TER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL LEGEND (PRIVATE GRADING) DESCRIPTION PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-1'11'\Y SETBACK LINE STD. SYMBOL QUANTITY ---------- INFORMATION GATHERED ON: SEPTEMBER 9, 2020 BY· PASCO, LARET, SUITER & ASSOCIATES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. L l.lt,JJON ORDER AND MUNICIPAL PERMIT, LATEST VERSION. I<-·,Q _ l'd59Fu 659CF0484 EXISTING CONTOUR LINE PROPOSED CONTOUR LINE FLOIM./NE 64 PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ. _2CJ6.-0B __ O-O_H_JO ___ _ THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS. ADDRESS: 4008 GARFIELD STREET, CARLSBAD, CA 92008 EARTHWORK QUANTITIES N 358 CUI -~90~---CY FILL: 210 CY /MPORI --~12c:.0 __ CY EXPORI 0 CY REMEDIAL: -~55=0 __ CY DISTURBED AND IMPERVIOUS AREA TOTAL LOT AREA= ~6~00~1~S~F ______ _ DISTURBED ROWAREA = ~3~103~SF~---- TOTAL DISTURBED A.REA= ~9~104=S~F ____ _ E~---'1"'65"'5 __ (TH/SA.REA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTSAND TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGINGAREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) 'TOTAL NEW I REPLACED IMPERVIOUS AREA = 4,205 SF SOILS ENGINEER'S CERTIFICATE 'NOTE: QLIANTITIES WITHIN I SUBSET OF DISTURBED AREA I, JAJME CERROS, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A S:-\MPLING AND STUDY OF THE SOIL COND/71ONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 12/9/2020. TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIO~S BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER ~ d / .,)<..fi -I'--.. SIGNED: I G.EJP.E: NO.: R.C.E 344221 GE 2007 DATE: ______________ _ LICENSE EXPIRATION DATE: SEPTEMBER 30, 2023 GEOTECHNICAL EXPLORATION, INC. 742.0 TRADE STREET S:-\N DIEGO, CA 92121 PH: (858) 549-7222 STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORM WA ffR REQUIREMENTS THAT APPLY· [)<] STANDARD STORMWATER REQUIREMENTS □ PRIORITY PROJECT REOUIREMENTS EXEMPT FROM TRASH CAPTURE? EXEMPT FROM HYDROMODIFICA TION? TYPE TRASH CAPTURE TRASH CAPTURE DESCRIPTION STORMTEK PIPE SCREEN CONNECTOR ST3 I ST3G FROG CREEK PARTNERS MUNDUS BAG TTC OWNERSHIP HDA HOA D Y[S C8:J NO MAINTENANCE AGREEMENT [)<] YES □ NO DWG 533-6A SHEET NO. 4 4 MAINTENANCE FREQUENCY AS NEEDED AS NEEDED SIGNATURE DATE KEVIN DUNN FOR RREG INVESTMENTS SERIES, LLC SERIES /038 PROJECT ADDRESS 4008 GARFIELD STREET CARLSBAD, CA 92008 APN: 2.0fM80-01.{)(} ASSESSOR'S PARCEL NUMBER APN: 2/JB.-080-01.{)(} REFERENCE DRAWINGS Dl'/G 118-9 D~ 124-BA D~ 133-3 D~ 146-6 D~202-2 D~223-2 D~369-6 Dv'.G 436-8/A MAP 14047 CR 14989 PM 10755 CR 19425 PM 11787 CR 36130 PM 20435 MAP1803 MAP 11119 MAP 1747 INDEX OF SHEETS 1 T/TI_E SHEET I NOTES 2 NOTESIDETAJLS/LEGEND 3 DEMOPLAN 4 GRADING PLAN 5 SECTIONS AND DETAJLS 6 TIER 2 SWPPP COVER SHEET 7 TIER 2 SWPPP 8 SINGLE SHEET BMP OWNER INFORMATION NAME: RREG INVESTMENTS SERIES LLC SERIES /038, A DELAWARE LIMITED LIABILITY COMPANY ADDRESS: 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 PHONE NO.. ~188~8~/=35~7-3553=~---- LEGAL DESCRIPTION ABBREVIATION LEGEND BW = BOTTOM OF WALL ELEVATION EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOVVI..INE FF= FINISHED FLOOR GF = GARAGE FACE IE= INVERT ELEVATION LA= LANDSCAPE A.REA TG = TOP OF GRATE ELEVATION RIM= TOP OF RIM ELEVATION 1W = TOP OF WALL ELEVATION 1W@EG = TOP OF Vli'\LLAT EXISTING GRADE FYSB = FRONT YA.RD SETBACK RYSB = REAR YA.RD SETBACK SYSB = SIDE YARD SETBACK TSW = TOP OF STEM WALL DEVELOPER NAME: KEVIN DUNN RINCON REAL ESTATE GROUP ADDRESS: 5315AVEN/DAENC/NAS Slf/1F2QQ CARLSBAD, CA 92008 PHONE NO.: .,,188~8"'135=7-3553=~---- LOT 1 IN BLOCK K OF PALIS:-\DES IN THE CITY OF CARLSBAD, COUNTY OF S:-\N DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF S:-\N DIEGO COUNTY, FEBRLIARY 5, 1923. (MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE S:-\N DIEGO COUNTY RECORDER AS DOCUMENT NO. 2020-0828267, O.R.) BENCH MARK DESCRIPTION: WELL MONUMENT LOCATION: THE CENTER OF CUL-DE-SAC BULB AT THE SOUTHEAST END OF SYME DRIVE BEING POINT "CSLB-119" AS SHOIM'/ ON RECORD OF SURVEY 17271. DIRECTION OF FLOW 3' PVT PVC DRAIN PIPE DEEPENED FOOTING RETAINING v1D\LL PER SDRSD SDRSD C-03 4" PCC PAVEMENI COLORAND FINISH PER SEPARATE LANDSCAPE PLAN DECORATIVE PAVERS: COLORAND FINISH PER LANDSCAPE SEPARATE PLAN TURF: COLORAND FINISH PER SEPERATE LANDSCAPE PLAN DG: COLORAND FINISH PER SEPARATE LANDSCAPE PLAN PROPOSED FENCE: PER SEPARATE LANDSCAPE PLAN 24" x 24" BROOKS BOX WI STROMTEK ST3 I ST3G PIPE SCREEN CONNECTOR 6" STORM DRAIN CLEAN OUT EXISTING FENCE EXISTING Vli'\TER MAIN (SIZE PER PLAN) EXISTING SEWER MAJN (SIZE PER PLAN) EXISTING GAS MAJN (SIZE PER PLAN) STOPPING SIGHT DISTANCE CUT I FILL SLOPE /2:1 UNLESS OTHERWISE NOTED ON PLAN) 'AS MODIFIED BY CITY OF CARLSBAD STANDARDS ----64---- --SD ---SD -- I z z z z z z z z z d ■ ---■ I . . I I I I , , , I I I , , , I j j j j j j j j j j j j ---X---X --- □ X X w w s s G G "AS BUILT" 170LF 110LF 180LF 1645 SF 210SF 280SF 325SF 4EA 2EA RECORDED:~2~00~'2~----------------PASCO LARET SUITER RCE __ _ EXP. ___ _ DATE ELEVATION: ~1=23~.7~~~4' _________ DATUM: NGVD 29 & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com REVIEWED BY: INSPECTOR DATE 1---1----+------------+---+---+--+------I I SHEE1 T I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT ;;;G;;;;R.::;;4D;;IN;;G::;,.::;PLANS;;:::;:;:;;:::;;FO;;R:;;;::::==============::::::::..:::::==::::::: DA TE 11111AL DA TE IN111AL DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL QlY APPROVAL GARFIELD HOMES 4008 GARFIELD STREET GR 2021-0035 APPROVED: r.;..,, e,,..,.,, a 1o .. ENGINEERING MANAGER OWN BY: RAK CHKD BY: __ _ RVWD BY: 1111 i:-I JASON S. GELDERT RCE 63912 EXPIRES 9 /30 /22 DA 1E PROJECT NO. DRAWING NO. MS 2021-0001 533-6A JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR 1/'D\IVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS VI/HEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILITY 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 MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ':-\-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 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 TmE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED 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. VI/HERE TRENCHES ARE WITHIN CITYEASEMENTS,ASO/LSREPORTCOMPRISEDOF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NCI PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12 A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760/ 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. 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 SLOPE 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 (57 OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS ASA RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENG/NEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER, VW\TER & RECLAIMED WATER) 811 (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760)434-2980 (760)438-2722 23. IN ACCORDANCE THE CITY STORM W'\TER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOIIVNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3-STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF W<\Y PERMIT SHALL BE REQUIRED. WATER NOTES 1. 1'16'\TER & RECYCLED 1/'D\TER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVESONEXISTINGC.M.WD. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. WD. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE ll'D\TER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER ANALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE 1'16'\TER SERVICES SHALL BE 1"AND ALL METERS SHALLBE1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL VW\TER METER BOXES SHALL BE 17"X 30" X 12' POLYMER CONCRETE AS MANUFACTURED BY ARMOR.CAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE 1'16'\TER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF VW\TER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF 1'16'\TER MAINS AND RECYCLED VW\TER MAINS SHALLADHERE TO THE 'CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIALDEFLECTIONAT THE PIPE JOINTS IS NOTALLOWED. THEUSEOFAHIGH- DEFLECT/ON COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF 1/'D\Y, A CITY RIGHT OF 1'16'\Y PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALLACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF Pf PE AND SECURE IN PLACE WITH 2-/NCH WIDE PLASTIC ADHESIVE TAPE AT M:-\XIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. VI/HERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILL/NG. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWIPE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR VW\TER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE VI/HIGH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. ROW If 60' 30' ---------30'----------1 10' I 40' ------1----------i--10'--I 20' TOTC VARIES VARIES -- ___ ,__i_ 20' TO TC----i VARIES 2% I I VARIES 1([ 1,,___yz, EXISTING ~-\, , I I I I I 1 1 \\~t .--='-J.-l1 ] PROPOSED I 11 , CURB, GUTTER, I ANDSIDEWALKTO I I I I IL ~ I I I I . ~ REMAIN ~ / ~ EXISTINGAC PAVEMENT TO REMAIN EXISTING 6" VCP SEWER MAIN TO REMAIN -----~ PCC 4.5' WIDE EXISTING 6' ACP WATER MAIN TO REMAIN SIDEWALK EXISTING PCC CURB & GUTTER TO REMAIN TYPICAL SECTION -GARFIELD STREET NOTTO SCALE ROW ~ If 50' I -i-2' PROP. PED ESMT 25' 25' f--8't34' 8'-I 17' TO TC . 17' TO TC I I I I VARIES VARIES VARIES 2% ---- -•• .. '' EXISTINGPCC ~7 I . / 7"'\/1 \ ~PROPOSED CURB, GUTTER, ~ 2"GRINDANDJ · ~~ PCC4.5'W/DE AND SIDEWALK TO OVERLAY j SIDEWALK REMAIN EXISTING 6" ACP EXISTING AC WATER MAIN TO PROPOSED PCC PAVEMENT TO REMAIN CURB & GUTTER REMAIN PROPOSED SAWCUT PER SDRSD G-02 AC PAVEMENT PER DETAIL SHEET 5 TYPICAL SECTION -CHINQUAPIN AVENUE NOTTO SCALE LEGEND (PUBLIC IMPROVEMENTS) DESCRIPTION 6" PCC CURB & GUTTER AC GRIND & OVERLAY AC PAVEMENT TRENCH RESURFACING 5.0' WIDE PCC PAVEMENT 4" PVC SEWER LATERAL W11H CLEANOUT 1" 1111'\TER SERVICE 6" PRIVATE PVC SEWER MAJN 4" SEWER LATERAL CLEANOUT W11H 12" CAST IRON LID 6" SEWER MAJN CLEANOUT PCC DWY APRON TYPE A CURB RAMP PROPOSED SAWCUT OF EXISTING PAVEMENT 3" PVC SIDEVll'\LK UNDER DRAIN 'AS MODIFIED BY CITY OF CARLSBAD STANDARDS STD. SDRSDG-2 DETAIL ON SHI 4 CITY OF CARLSBAD GS-26, GS-28 SDRSDG-7' CITY OF CARLSBAD S-7 W3A CITY OF CARLSBAD S-5 CITY OF CARLSBAD CARLSBAD S-7 CITY OF CARLSBAD CARLSBAD S-6 SDRSDG-14B SDRSDG-28 SDRSDD-27 PASCO LAREY SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com SYMBOL QUANTITY ,I 177777777777 1 I --s ---s--© --w ---w----@ --s ---s 0 0 /-1 ------,-1"' I I I --SD ---SD -- 105LF 970SF 250SF 705SF 785SF 3EA 3EA 55LF 3EA 1 EA 330SF 1 EA 105LF 4EA "AS BUILT" RCE ___ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE t------<---+------------+----t----t----+------1 I SH2EET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT ::;;G:;:;R.::;:ID;;::IN~G~PLANS;;::;:::::;:;;;:;=:ro;::;;;::;R:;:::· ========~==::::::: DA 1E INITIAL DA1E INITIAL DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GARFIELD HOMES 4008 GARFIELD STREET GR 2021-0035 APPROVED: r.,.., e-tt 1o .. ENGINEERING MANAGER DWN BY: CHKD BY: __ _ R\IWD BY: NOTES & DETAILS JASON S. GELDERT RCE 63912 EXPIRES 9/30/22 DAlE PRO.ECT NO. MS 2021-0001 DRAWING NO. 533-6A JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 - --G---OE I I G) ~----r~ ffi ~ ~M (fl I I cs: I I I ~ I I I Gll ~ G) I I I Gl I I I-I Cl) I ffi ffi ffi ffi ffi ffi Cl G) ~ G:l ffi -IJ LL.: I ~ G) \ 15 I C!) I ffi I I Gl I I $ I Gl I I I I Gl I I I I ~ I I I ffi ffi I ffi I I ~ ::E::;; OE OE I C :E ::,, G G f' OE \ \ ~ \ G \ \ \ 0~ G \ \ \ MAP: 1747 LOT: 2 OE APN: 206--080--02-00 PLAN VIEW -DEMOLITION PLAN SCALE: 1" = 10' HORIZONTAL \ I I OE OE G \ G \ ~ d-\ \ ~ \ \ \ ' - w --qq I ~~ ( I I ' • . • ' I / / / / / / / / / / / / / / / / ROW --w--w--w--~ MAP: 14047 LOT: 1 AP/II: 206{)80-35.{)() 10 0 ~ ROW -~ -""' + ,... , GRAPHIC SCALE: 1"= 10' 10 20 ' 30 LEGEND PROPERTY LINE RIGHT OF WAY ADJACENT LOT LINE CENIERLINE OF ROAD EXISTING CONTOUR EXISTING ROOFLINE EXISTING FENCE EXISTING WI\IER MAIN EXISTING SEWER MAIN EXISTING GAS MAIN EXISTING PCC CURB DEMOLITION NOTES -- -41- ---X--X--- --w--w-- --s--s-- --G--G-- 1 EXISTING STRUCTURE TO BE REMOVED 2 EXISTING OFFS/IE STRUCTURE TO REMAIN 3 EXISTING TREE TO BE REMOVED 1111 EXISTING PCC CURB & GUT7ER TO BE REMOVED @] EXISTING PCC CURB & GUT7ER TO REMAIN 4 EXISTING FENCE TO BE REMOVED I 13 I EXISTING PCC DRIVEWAY APRON TO BE REMOVED ~ EXISTING PCC SIDEWALK TO REMAIN 5 EXISTING RETAINING V'b\LL TO BE REMOVED 6 EXISTING RETAINING WALL TO REMAIN 1151 EXISTING UTILITYTO REMAIN ~ EXISTING GAS AND SEWER SERVICES AND MEIERS TO BE REMOVED; SEE NOIE 1 BELOW 7 EXISTING CONCREIE TO BE REMOVED 8 EXISTING UTILITYTOABANDONATMAIN, REMOVE SERVICE AND METER BOX 1111 EXISTING UTILITY TO BE REMOVED SEE NOIE 3 BELOW I 181 EXISTINGPCCSIDE'MLKTOBEREMOVED 9 EXISTING DRIVEWAY TO BE REMOVED ~ EXISTING CURB RAMP TO BE REMOVED AND REPLACED 10 EXISTING SURVEY MONUMENT TO REMAIN SEE -NOIE 4 BELOW ADDITIONAL NOTES 1. CONTRACTOR TO KILL EXISTING GAS SERVICES PRIOR TO DEMOLITION OF ANY STRUCTURES 2. CLEARAND GRUB EXISTING ONSIIE VEGETATION; DISPOSE OF ANY EXISTING ONSITE DEBRIS. 3. EXISTING SEWER LATERAL LOCATION SHOI/\IN HEREON; REMOVE AND CAP AT THE MAIN. 4. EXISTING SURVEY MONUMENTS SHALL BE PROTECIEO IN PLACE. M0/1/UMENT(S) SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED. PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com "AS BUILT" RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1-------1---+-----------+---+----+---+-----I I SH3EET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT ;:;;G:;:;R.::;:;U>;;:;IN;;;;G~PLANS;;;:::;:;:;;:::::;;l'O;:;:R:;:;:·=================-=====::::: DAlE INITIAL DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GARFIELD HOMES 4008 GARFIELD STREET GR 2021-0035 APPROVED: r,,,.. e=tt ~ .. ENGINEERING DWN BY: CHKD BY: __ _ RVWD BY: DEMO PLAN JASON S. GELDERT RCE 63912 EXPIRES 9/30/22 DAlE PRO.ECT NO. DRAWING NO. MS 2021-0001 533-6A JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 I I I f I I I I I I I I I g: "' "' "' - "' -"' "' "' "' "' "' "' "' - :,i CL STA. CHINQldAPIN AVE 1+00 c' ' Ct SIA. (;ARfiltD ! 10>00 -!A-------:E \ ---:,i :,i :,i Elf/STING FIRE ___..-EXISTING 6" VCP HYDRANT TO REMAIN; 65 SEWER MAIN PER :ai ADJU$T TO GRADE -_5 ; DWG 118-9 TO REMA{N \ t, ~ ,; '. HIGH POJN1/IN CURB -; ,ij i= L l7 /65.9 TCJ;f65.45 FL) o 65.92 TC / /65.44 FL) <.:,E--,'-w --w -----i w ROW 'lf ~ ~ :t? ~ s:: 10' • FYSB \ \ 65.2FL 65.5TOE OF SLOPE 66.2FS 65.5FG 1+50 65.5FG (") 0 z (") ;;o m rri LIMITOF HALF-~IDTH 2" AC GRIND AND OVERLAY IMPROVEMENTS \ I "" I "" I "" GF=65.5 UNIT1 FF= 66.2 PAD =65.5 G) 65.5FS 64.9 TG 8 62.6/EJNE 62.5/E INS 62.4/EOUT 0 m 65.5 FSc9,j\J~~ 3/- 65.0FL 65.2FG ' "-62.71W Gl 62,7._flW .s- '~ 64.51W' '""f" 61.98W l%, ~:i: 'l -l 0 · ·, . ' 61.78W . ·-1·' -11-@;l~ -. •, ·, 60.7 FL 65.4 TW 60.9BW I APN: 206-080-01 CONSTRUCT DEEPENED FOOTING PER SEPARATE PLANS /0.5' DEEP) ~1 65.8 f:'S,L-YI I 9 7 -~-I " 61.2 fiS ~I X. ~ ...2c. __ ~I 1 .60f1.8 F.S -~Sc I I ' I '°"'1 ) ~I I "' I .(I /I I \j 60.9FS J / 61.4FS //-,, 61.4 FS I 1J--- I \..., A GF=60.9 60.5TOP OF SLOPE INSTALL WRF SEPERATELS PLAN 59.8FL CONSTP. · c'iJ.DEEPENED ~-- \FOOTING PER ,,, ----f----1 SEPARATE PLANS / \ "(0.5' DEEP) ROW I 58.0FG 59.8TG 57.5 IE OUT N 8 57.6 IE INS I I ~J~ EXISTING 61 O . STRUCWRE /58.0 BW) TO REMAIN I 60.TTW /58.0BW) A "' / 1 65.8FG ffi ~ I ~ :.:x 2.0' WALL I ...t--l'i' -11--'-- I 64.9 FL j ~ ' ......... 60.9FG 60.6FL \ 61.1 FS 60.4 TG 11 58.5 IE 60.9FG/ / '-... ( 60.4 FL s8'1- 59.9FL -60.9FG I EXISTING REA DRAIN TOBE " REMOVED \_ /56.TFS) 9 I \ I \ I ~I ~ s s en en I :ai ADDITIONAL NOTES ================= (j) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN 1. ALL UTILITIES SHOWN HEREON PER BEST AVAJLABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCWRES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL ONSITE 1111'\TER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 5. HARDSCAPE SHALL DRAIN Al,'llqY FROM PROPOSED STRUCTURES AT A MINIMUM OF 2. 0% FOR 10 FEET, AND LANDSCAPE FORA MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION fflOM PROJECT GEOTECHNICAL ENGINEER. PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISWRBED OR DESTROYED ® INSTALL 4" SEWER LATERAL AND CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-7 @ INSIALL 6" SEWER MAIN CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-8 @) INSIALL 6" PCC CURB & GUTTER PER SDRSD G-02 @ TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD SIANDARD GS-26, GS-28 @ INSTALL 1" l,'llqTER SERVICE IN PVC SLEEVE BETWEEN METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W'3A; MAX FLOW DEMAND PER PLAN WITH 74 PSI STATIC l,'llqTER PRESSURE (j) CONSTRUCT PCC DRIVEV>J!1Y APRON PER SDRSDG-14B @ INSTALL24"X24" BROOKS BOX WI STORMTEK ST3 I ST3G PIPE SCREEN CONNECJ;OR OR APPROVED EQUAL ® CONSTRUCT RETAINING 1111'\LL PER SDRSD C-03; DETAIL ON SHEET 5 @) INSTALL 3" PVC SJDEl,'llqLK UNDERDRAIN PIPE PER SDRSD D-27 @ INSTALL 6" AREA DRAIN BY NDS OR APPROVED EQUAL @ INSTALL 3" PRIVATE PVC STORM DRAIN PIPE @) CONSTRUCT TYPE-A CURB RAMP PER SRDSD G-28; SEE DETAIL SHEET 5 I§ INSTALL DECORATNE IMPERMEABLE MODULAR PAVERS; SEESEPERATELANDSCAPEPLAN 533-6L FOR COLORAND FINISH @) ALL OVERHEAD UTILITIES SERVING SUBJECT PROPERTY MUST BE UNDERGROUND FROM EXISTING UTILITIESACROSS CHINQUAPIN AVENUE OR GARFIELD STREET EXISTING STRUCTURE TO REMAIN t I 65.21W /64.7 BW) C \ ·c9 65./TW ~ 60.9TW 60.5TW /63.2 BW) 65.5 TW 60.9 BW /59.5 BW) IEXl2ST:lNIG I I l l l 11 l l l /61·8BWI. 1•~/ ~/~/-I I L ... , L / 1 / 1 / / T ''-EXISTING //l/l/l/l/l/1//III RETAINING WALL EXISTING SEWER RETAINING WALL TO REMAIN C.O. TO BE TO REMAIN REMOVED B GRAPHIC SCALE: 1"=5' (62.31W) /59.2 BW@EG) \ /62.1 FG) __/ EXISTING RETAINING WALL TO REMAIN - 60.2 ffl /58.4 BW) 60.1 TG 58.1 IE RCE __ _ REVIEWED BY: 60.9TW /58.1 BW) . ...___ /58.1 FG) "AS BUILT" EXP ____ _ DATE @INSTALL 6" STORM DRAIN CLEANOUT @ INSTALL 9" TRENCH DRAJN BY NDS ORAPPROVED EQUAL EASEMENT I DEDICATION NOTES OJ PROPOSED PUBLIC ROADl,'llqY AND PUBLIC UTILITY EASEMENT FOR GARFIELD STREET AND CHINQUAPIN AVENUE TO THE CITY OF CARLSBAD PER PARCEL MAP TlnED MS 2021-0001 5 c=====i=~O ==~=====~5========~10~=======~15~~~=======r=====r====Jc====Jc===~r,:::;:::;;:;;:::;-;=IN;S;P;E;CT;O;R~;::::;;;;::::::::::::::::;;;:::::::::::;::::::::==::-:D;A~TE~=~ i--' ---t--+-----------+--+----l----1---ll SH4EET I CITY OF CARLSBAD I SHEBETS I @) EXISTING V>J!1TER SERVICE LATERAL AND METER TO BE REMOVED AND CAPPED AT MAIN PER l,'llqTER UTILITIES STANDARDS @ INSTALL 12" X 12" BROOKS BOX OR APPROVED EQUAL [I] PROPOSED 2.0' WIDE PEDESTRIAN ACCESS EASEMENT TO THE CITY OF CARLSBAD PER PARCEL MAP TlnED MS 2021-0001 ENGINEERING DEPARTMENT t----t--t---------------1----+--1----l---1 GRADING PLANS FOR: GARFIELD HOMES 4008 GARFIELD STREET @INSTALL 6" TRENCH DRAIN BY NDS @) INSTALL DG; SEE LANDSCAPE PLAN OR APPROVED EQUAL ~llDR£1y No. 86542 xp. 03/31/2 [I] SOUTHERN CALIFORNIA TELEPHONE COMPANY EASEMENT FOR PUBLIC UTILITIES, RECORDED APRIL 12, 1934 IN BOOK 287, PAGE 113 OF OFFICIAL RECORDS. (NOT PLOTTABLE) GR 2021-0035 GRADING PLAN 533-6L FOR COLORAND FINISH @ INSTALL PCC HARDSCAPE; SEE LANDSCAPE PLAN 533--6L FOR COLOR AND FINISH @) CONSTRUCT 4" PCC SJDEl,'llqLK PER SDRSOG-7 @) INSTALL FROG CREEK PARTNERS TTC MUNDUS BAG OR APPROVED EQUAL @ CONSTRUCT STORM DRAJN STENCILING PER CITY OF CARLSBAD DS-1A PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com APPROVED: JASON S. GELDERT t----t--+---------------1----+---l-----1---1 EN.J..n"';""'"NE¥-.13ER"""i""N°c;"'«~t~AN .... ,A_GE_R_R_c_E_63_9_1_2_EXP_1RE_s_9_30 _2_2 __ o_A_1E_ 1 DWN BY: --""""--PROJECT NO. DRAWING NO. ~~ :~ --MS 2021-0001 533-6A DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DAlE INITIAL OlHER APPROVAL QlY APPROVAL JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 GARFIELD STREET 65.7TC /65.2 FL) 2% DASHED LINE REPRESENTS APPROXIMATE LOCATION OF EXISTING GRADE UN/Tl FF=66.2 PAD=65.5 65.5 Flr'\'.,+--5' I I I I -1------- PROPOSED FENCE PER ( SEPERATE LANDSCAPE PLAN 60.9FG 60.8FL 60.9FG UNIT2 FF=61.6 PAD=60.9 , . UNIT3 FF=61.6 PAD=60.9 60.7 FG;-,,:.i--1 0' -tt 59.9FL 60.9F PROPOSED FENCE PER SEPERATE LANDSCAPE PLAN APN: 206-080-35 FENCE PER SEPARATE LANDSCAPE ~ PLANS; COMBINED WALL AND FENCE >< HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE BW PER PLAN= BOTTOM OF WALL AT FINISHED GRADE 0.5' MIN COVER OVER CAP UNIT PERSDRSD TW PER PLAN = TOP OFWALLAT FINISHED SURFACE 18"BELOW GRADE PER GEOTECH N200/220; NECTTO 9'.TE SD FOOTING PER SDRSD 9'.TERPROOFING DRAINAGE NOTES 1. SURFACE DRAINAGE SHALL BE DIRECTED AW\Y FROM BUILDING FOUNDATIONS INACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. FOUNDATION NOTES 1. FOOTING TYPE SHOVvN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION. L=I =~"==-LLI I ul I ..LI _ _J__.cJl_1._I _~ · PROPOSED PCC 5.0' WIDE SIDEWALK PROPOSED 3" PVC STORM DRAIN PROPOSED RETAINING WALL PER SDRSD C-03; SEE DETAIL THIS SHEET ----_l~~--~1 1_ ___ 1_1 ___ ~' I -f I -I , -~ PROPOSED3"PVC j '/~ \ TYP. (SS'Llc» 0 TOP OF WALL TF=TOPOF FOOTING J-DRA/NSWD 2. BU/WING FOUNDATION SECTION SHOVvN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUC1URAL FOUNDATION PLANS FOR CONSTRUCTION. EXISTING PCC CURB & GUTTER TO REMAIN SECT/ONA NOTTO SCALE 5.5' DR WAY--i + 1--4.5' SDWK If CH/NQUAPIN AVENUE 9.7% -~~I PROPOSED PCC DRIVEWAY PER SDRSDG-14B PROPOSED PCC 4.5' WIDE SIDEWALK 120' 60.9FS 3% 2% --=-- -------=-:- PROPOSED PCC DRIVEWAY 11 I DASHED LINE REPRESENTS APPROXIMATE LOCATION OF EXISTING GRADE UNIT2 FF=61.6 PAD=60.9 PROPOSED RETAINING WALL PER SDRSD C-03; SEE DETAIL THIS SHEET J I SECTIONB 5.5' DR WAY--i + 1--4.5' SDWK /fr-20' CH/NQUAPIN AVENUE 65.5 FS NOTTO SCALE UN/Tl FF=66.2 PAD=65.5 65.5FG 64.9FL 65.1 FG PROPOSED FENCE PER SEPERATE LANDSCAPE PLAN APN: 206-080-02 EXISTING OFFS/TE RETAINING WALL TO REMAIN 5' PROPOSED FENCE PER SEPERATE LANDSCAPE PLAN APN: 206-080-02 ~ II___.J_l--LLL-----LL.1....--- 1 1 ~-~~-'-'--'--l", ~ t PROPOSED PCC '-../ DASHED LINE REPRESENTS RETAJNING WALL PER "[ EXISTING OFFS/TE DRIVEWAY PER PROPOSED APPROXIMATE LOCATION SDRSD C-03; SEE RETAINING WALL SDRSDG-14B PCCDRIVEWAY OFEXISTINGGRADE DETAIL THIS SHEET TO REMAIN PROPOSED PCC 4.5' WIDE SIDEWALK SECT/ONG NOTTO SCALE STORM DRAIN 'I..; PROPOSED RETAJNING WALL PER SDRSD C-03; TYPICAL DETAIL -RETAINING WALL SEE DETAIL THIS SHEET EXISTING OFFS/TE RETAINING WALL TOREMAJN I I ~ n w ----iS!JO-w -1-/w 9 w--- w--- w--- w---w---4v---w I :a;; :a;; CHINQUAPIN I :a;; I AVENUE I L / CHINQUAPIN STA 1+32.4' ~18.95' RT REMOVE & REPLAC_EI (65.55 TC) EX!STING SIDE bK vi---W ___ W ---W (65.05.EL). W , .. --W 65_35 TC W w---w- !I} (64.85FL) /, ----¾:----/ 65.22 FL -\- ~~~~~~.,___ 13 GARFIELD STA9+76.6· 25.6' RT 1 REMOVEANDREPLACE I TYPE A CURB RAMP I I EXISTING---- STREET TREE TO BE REMOVED vi ~ h .L--~-' -~-- oiJT I ! s GARFIELD STA 9+66.4 ~21.3' RT ' (65.92 TC) -~ ... / "-1 .• /:;:;;r" ~v\: :aE I (65.42 FL) J,STING FIRE -- HYDRAN1j TO REMAJN; ADJUS{ TO GRADE 65.45 FS I 65.78,/iS 65.78 FS " ~'.ie,; '/, ,A . 4X4' LANDING o @2.0%MAX ~ .------- q-..,d ' 65. ~ EXISTING HIGH I POINTIN CURB ( :s: , w--w--.. w~-1--,e..w GARFIELD STA 9+66.4 -21.47' RT ~ \ I d, (65.92 TC) ,::. , <:/) (65.44FL) I I 2.0% DETAIL -CURB RAMP SCALE: 1" = 5' HORIZONTAL CONSTRUCTION NOTES ® INSTALL 4" SEWER LATERAL AND CLEANOUT WITH 12" CAST/RON LIDPER CITY OF CARLSBAD S-7 ® INSTALL 6" SEWER MAIN CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-6 NOTTO SCALE 6"PCCCURB& GUTTER PER SDRSDG-2 3.0'MIN 2.0'MIN EXTEND BASE 6" BEHIND CURB COLD PLANE AND OVERLAY (2" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION EXISTINGAC PAVEMENT 4' MIN AC PAVEMENT FABRIC AT SAWCUT JOINT STRLJC1URAL SECTION 4" AC OVER 6" CLASS II AB OVERNATIVESUBGRADE COMPACTED TO 95% REL. COMP. TYPICAL DETAIL -SAWCUT AC PAVEMENT NOTTO SCALE CHINQUAPIN AVENUE PLAN VIEW -PUBLIC SEWER EXTENSION SCALE: 1' = 5' HORIZONTAL EXISTING 6" VCP SEV\£R MAJN PER D~ 146-{3 TO REMAIN s --:ss""'.=== "AS BUILT" @ TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-26, GS-28 ALL OVERHEAD UTILITIES SERVING SUBJECT PROPERTY MUST BE UNDERGROUND FROM EXISTING UTILITIES ACROSS CHINQUAPIN AVENUE OR GARFIELD STREET RCE __ _ REVIEWED BY: EXP ____ _ DATE ~llDR£1y No. 86542 xp. 03/31/2 @ CONSTRUCT TYPE-A CURB RAMP PER SRDSD G-28; SEE DETAIL 711/S SHEET r.,-, ALL OVERHEAD UTILITIES SERVING SUBJECT PROPERTY \!Bl MUST BE UNDERGROUND FROM EXISTING UTILITIES ACROSS CH/NQUAPIN AVENUE OR GARFIELD STREET @)EXISTING W\TER SERVICE AND METER TO BE REMOVED AND CAPPED AT MAJN PER W\TER UTILITIES STANDARDS @ REHAB EXISTING SEWER MANHOLE PER CITY OF CARLSBAD S-1A PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com INSPECTOR DATE I SHSEET I CITY OF CARLSBAD I SH~TS I l---+-----li------------------t----t---1--1-1 ~;;::;:;;;~~;::;:;~EN;G;l;N;=E:::ER:::::l::::N:::G::::D:::E::::PA::::R:::::T:::::M::::E=N=T==::::::'...=::===, 1-----1---+---------------t-----t--t-----t---J GRADING PLANS FOR: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL a1Y APPROVAL GARFIELD HOMES 4008 GARFIELD STREET GR 2021-0035 SECTIONS & DETAILS APPROVED: JASON S. GELDERT r,,,,.. e,.,,,..,a ,. .. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DAlE DWN BY: ---""""'"-PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: MS 2021-0001 533-6A DocuSign Envelope ID: 837F0AC8-9D98-4EB0-B189-8C89218257A3 6/28/2022 JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY OORK IS REQUIRED, CONTACc JOHN NORUM AT (TEL.NO.) /949) 678-4927 2 DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MIN/MUM AGGREGATE 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA T/ON BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW'WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. 18. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED ATONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TOA PREDICTED RAIN EVENT FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING /SALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS /NA PROMPT MANNER IS.MH SUFFICIENT BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OFA STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUTA MORE ROBUST BMP MEASURE IN PLACE 21. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OFA PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM Vl/<\TER CONTROL, Vl/<\STE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY VVATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPSAS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE ''EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''. AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS''. TIER 2 CITY STORM WATER EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING· A HYDROSEED/NG SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 8:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC Vl/<\LL OR STREET. b. ALL 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 (CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS 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 VVARRANTS IMMEDIATE TREATMENT. B HYDROSEEDINGAREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING 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 VVATER/NG FROM QUICK COUPLERS/HOSE BIBS ORA CONVENTIONAL SYSTEM OF LOW PREC/PITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE Vl/<\TERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE 2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM 3 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SO/LAT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20/bs. PERACREOFROSECLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACH/LLEA MILLEFOL/A e. 3/bs PER ACRE OF AL YSSUM (CARPET OF SNOVV) f 112 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIAANDAPPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE HYDROSEED/NG. i ALL SEED MA TE RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETT/NGAGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS HAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAVV) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY ORA COMBINATION OF a. TRACK Vl/<\LK/NG SLOPES STEEPER THAN 6:1. b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFF/C/ENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST' a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEED/NGAREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS 3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BYAN APPROPRIATE EROSION CONTROL MATTING MATERIALAPPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT ORAS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. POLLUTION PREVENTION VICINITY MAP N.T.S. ' I PLAN (TIER 2 SWPPP) SHEET INDEX: SHEET 6.· TIER 2 SWPPP TITLE SHEET SHEET 7.· TIER 2 SWPPP EROSION CONTROL PLAN APN : 206-080-01-00 SITE ADDRESS: 4008 GARFIELD STREET CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE _ __,,9.,_,104""--S.F (THIS AREA INCLUDES BUTIS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SO/UGRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYVVAYS) CONSTRUCTION THREAT: CONSTRUCT/ON THREAT TO STORM VVA TER QUALITY (CHECK BOX): 181 HIGH □ MEDIUM OWNER/APPLICANT: NAME RREG INVESTMENTS SERIES, LLC SERIES 1038, A DELVl/<\RE LIMITED LIABILITY COMPANY ADDRESS.· 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92009 TELEPHONE NO.: (888) 357-3553 EMERGENCY CONTACT: NAME KEVIN DUNN I RINCON HOMES ADDRESS:-5315AVENIDA ENCINAS, SUITE 220 CARLSBAD, CA 92010 TELEPHONE NO.: (888) 357-3553 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST' (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM VI/<\ TER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. KEVIN DUNN FOR: RINCON HOMES OWN{f,f!.(§J{,(/!J(NER'SAGENT NAME (PRINT) [" .... , . I;;::; .• Q --- DATE OWNER(S)I OWNER'S AGENT NAME (SIGNATURE) DATE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm IM!ter IM!s/e Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs " <\) -" " -2 --"' .,, .2 ~ -5i .,, " ~ § -0, "' E: " " .,, " "' 0 0 " ~ .!e' E: " .2 --2 2 -2 t: .9-"' "' .,! "' ~ " " -::;; .,, "' 0, -~ " ---~ -s:::_ :, t, 0, -----"' " " ]; "' "' "' ~ c2' "' " "' " & o-0, "'0 g. .s " "' " ~ -~ -2 ~--Best Management Practice* " ~ .s CCl & t: 0 " "' "' -0, 0 ., "' --o-" 0, ~ "' ,. "' "" "' .s '-' 5, '-' -.; " -~§ ~ :§ .s ~ " 0, re, "' .,, "' ~ .,, "' ::;; " " " " 3t 5i "5i ➔ "' " "' i "" e " " c::, :::, !I/ -" "' " (BMP) Description " " e " "' ., " ~~ .,, "' §_~ " i~ -" .,, ~ ~ (I) 0 -c-2 0 "' "' " :, E: " E: E: ~ g, "" c::, re, "'·-0, " " .s -c::, 0, c::, cl! 5i -E: -., "' ~] i 0, ~~ ] "" ... -0 " -<\) t," "' " "' ·"' "' ~ 3:: o,~ ~ .£; -®-a_e ~ 0, ~ 0, ! CCl " "' ~ _,, !I/ " :, '€1 E: ~ ~ (/) "' '-"' 0, "' 0, "·-.,, :S.£ " ·-.,, -~ § .,, "' "' "' 0 "' ~o "'., -0 ... ~~ " 0 -~ ID <\) ... " :::: ~ 0 g. " " " :, " -il "' -:.:: § "' 6 " § " 6 "'·-"= 0 ~e -e ... 0 ell .s e -o -.c: " ~o 0 ct~ ~ " ~ vi ~ 6 ~ c75g -"" -o ~ct cl:8 0 ~c3 0 -"' -6½-8 ~::,; 1::,; 8::,; ~::,; <!> Lu c::, Vi <!> "'Q "'..s "' "' Q ::,; "' ::,; "' CASQA Designation ➔ "' .,.. .,., " a:, 0, -.., .,.. .,., <o " a:, 0 "' -.., " a:, -"' .., .... .,., <o a:, 0) ----~ 6 ~ ~ ~ I ~ I I I I I I I I I I I I J, I I I I I I I I I tel bj bj bj bj bj bj bj bj f!:: f!:: "' "' "' i i i i i i i i Construction Activity Lu a,: a,: a,: a,: j Gradina/Soil Disturbance ✓ ✓ ✓ ✓ ✓ ✓ Trench in a /Excavation ✓ ✓ Stockoilina Drill inn IBorina Concrete/Asohalt Sawcuttina ✓ ✓ ✓ ✓ Concrete Flatwork ✓ ✓ ✓ v ✓ ✓ ✓ j Pavina ✓ ✓ ✓ ✓ ✓ ✓ Conduit/Pipe Installation ✓ ✓ ✓ Stucco/Mortar Work Waste Disposal ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Staainnllav Down Area ✓ ✓ ✓ ✓ ✓ ✓ Eauioment Maintenance and Fuelina ,/ Hazardous Substance Use/Storaae ✓ ✓ ✓ ✓ ✓ ✓ Dewaterinq Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Storrnwater Quality Association (CASQA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Choose one 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com CITY OF CARl.SBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2021-0035 GARFIELD HOMES 4008 GARFIELD STREET TIER 2 SIM'PP COVER SHEET APPROVED: JASON S. GELDERT T.;,,,,. IJ,.,.,.., It Jo,. ENGINEERING MANAGER OWN BY: CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9 /JO /22 DAlE PROJECT NO. MS 2021-0001 DRAWING NO. 533-6A JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 f/3 ---- I I I I I I I $ I I I I I I I I ~ 3" TO 6" COARSE AGGREGATE EXISTTNG GROUND I 16'MIN. f/3 f/3 f/3 f/3 f/3 f/3 f/3 I 50'MIN.' 12"MIN. PROFILE DRIVE AISLE 50'MIN.' PLAN PROVIDE APPROPRIATE mANS/TTON BETWEEN STABILIZED CONSmUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 'LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL DETAILA: CONSTRUCT/ON ENTRANCE NOTTO SCALE TIER 2 STORM WATER POLLUTION PLAN VIEW -EROSION CONTROL PLAN SCALE: 1" = 10' HORIZONTAL RUNOFF GAP BETWEEN BAGS ACTS AS SPILLVlb\Y 1WO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG ROW SPACING TABLE GRADE INTERVAL LESSTHAN2% 100' AREA DRAIN 2% T04% 50' 4% T06% 40' 6% T08% 25' DETAIL B: GRAVEL BAGS NOTTO SCALE PREVENTION PLAN 1. SETPOSTSANDEXCAVATEA 4 BY 4 IN (10 BY 10 CM) mENCH UPSLOPE FROM AND ALONG 7HE LINE OF POSTS. 3. ATTACH 7HE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. ~ 0 (SWPPP) s - 10 I ~ I 20 30 SCALE: 1" = 10' 2. STAPLE WIRE FENCING TO 7HEPOSTS. 4. BACKFILLAND COMPACT7HE EXCAVATED SOIL. DETAIL C: SILT FENCE NOTTO SCALE No. 86542 xp. 03/31/2 BMPLEGEND SE-1, SILT FENCE SE-4 I SE-6, GRAVEL BAG m-1, STABILIZED corvsmUCTTONENTRANCE smEET SWEEPING AND VACUUMING PER SE-7 SCHEDULING PER EC-1 MATERIAL DELIVERY AND STORAGE PER VVM-1 MATERIAL USE MANAGEMENT PERVVM-2 STOCKPILE MANAGEMENT PER WM-3 SPILL PREVENTIONAND CONffiOL PER VVM-4 SOLID vV'\STE MANAGEMENT PERVVM-5 HAZARDOUS vV'\STE MANAGEMENT PER v1nlA-6 CONCRETE Vlb\STE MANAGEMENT PER VVM-9 SANITARY I SEPTIC v'Jo\STE MANAGEMENT PER VVM-9 PAVING AND GRINDING OPERATTONS PER NS-3 VEHICLE ANO EQUIPMENT CLEANING PER NS-8 SWPPPNOTES n n ~ lssvl I SCH I - I """ I ~ T @ ~ & Cv.M B PG VEC QUANTITY 370LF 100EA 400SF III INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1 AND PER DETAJL THIS SHEEI APPLY SOIL BINDERS AS NEEDED PER CA BMP HANDBOOK FACT SHEET EC-5ANDIOR 24 HOURS PRIOR TO FORECAST RAIN EVENT INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 7HIS SHEEI INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT SHEETSE-6. INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK FACT SHEETSE-4. SITE DESIGN BMPS I S0-B DIRECT RUNOFF TO PERVIOUS AREAS ISD-G CONSERVERATTON OF NATL/AL FEATURES I S0-K SUSTAINABLE LANDSCAPING SOURCECONTROLBMPS [EI STORM DRAIN INLETS CATCH BASINS LABELED Wl7H STENCILING OR SC-F SIGNAGE TO DISCOURAGE DUMPING; SEE FACT SHEET BL-7 I SH;ET I CITY OF CARLSBAD I SH~ETS I PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com ENGINEERING DEPARTMENT GRADING PLANS FOR: GARFIELD HOMES 4008 GARFIELD STREET GR 2021-0035 TIER 2 SWPPP EROSION CONTORL PLAN APPROVED: JASON S. GELDERT r ..... e-.-a 1o .. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DAlE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: MS 2021-0001 533-6A RVWD BY: 86542 JCNEME DocuSign Envelope ID: A5F15D44-E85F-4A32-AB8A-FA29BF9C50D4 8/4/2022 cp fJl I I ~ I fJl I I d1 I I I Gll ~ fJl I Gl I I fJl I I Gl I I fJl I I Gl ~ I fJl I I Gl I I fJl I I Gl I I fJl $ I Gl I I I I Gl I I I I ~ I fJl I I I I fJl LEGEND PROPERJYBOUNDARY CENTERLINE OF ROAD ADJACENT PROPERJY LINE PUBLIC RIGHT-OF-WAY I I I I I OE :Ii I I I \ G\ G 65.55TC 65.15FL OE OE G G . . ~ . ' . ~--------ss-. ~F -t ...... ...... ' i I I · -------- OE OE \ I \ \ \ \ cs G \ \ \ '$ \ \ \ \ \ \ \ ,I, I I I I I I 1 I w 1~1m I "' I"' I "' I"' ~~ ...... '" ~ , ;n fl' I I ,,_ 1.0' WALL\ .. • ... .. ..... ' . ·,;-.-' -u- • • ' . . . 'I • ' .. ' . . /I I lj I lB ,,,. lJ cb'N ~RETE S9 ·1 PLAN VIEW -SINGLE SHEET BMP I TRASH CAPTURE SCALE: 1" = 10' HORIZONTAL OE\\ G \ 0 "h \\ o\ rn\ \i lo w I ,ff ~1~f ~ 1~ I ' I r,, , ,, ' I \ \ \ ---~ PARTY RESPONSIBLE FOR MAINTENANCE: NAME RREG INVESTMENTS SERIES, LLC SERIES I038 ADDRESS 5315AVENIDA ENCINAS, SUITE CONTACT TOM ST. CLAIR 200 CARLSBAD 92008 PHONE NO. (888) 357-3553 PLAN PREPARED BY: NAME BRYAN KNAPP COMPANY PLSA ENGINEERING ADDRESS 1911 SAN DIEGOAVENUNE SAN DIEGO, CA92110 PHONE NO. (858) 259-8212 BMP NOTES: ~? -- SIGNATURE CERTIFICATION ____ _ 1. THESE BMPSARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCTION AND INSPECTION NOTES: THE EOWWILL VERIFY THAT PERMANENT BMPSARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION.AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWINER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. PAINT COLOR: WHITE STENCIL BY: PIPELINE PRODUCTS SAN MARCOS, CA PH: 1-800~998-1079 l)l~J\I NS TC) ()C EJ\N TRASH CAPTURE BMP TABLE BMPID# BMPTYPE SYMBOL TRASH CAPTURE BMPs CD-0 STORMTEK PIPE 11 SCREEN CONNECTOR ' ST3/ST3G , 0-© FROG CREEK 11 PARTNER MUN DUS BAGTTC ' LOW IMPACT DESIGN (LLD.) 0&0 ROOF DRAIN TO • LANDSCAPING SOURCE CONTROL ®-@ N6'RAINS TO 0 10 20 ~ ~\'IDRfW ,t; t;:;$ ~~ --z 8 No. 86542 g:: "" Exp. 03/31 /23 "' CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) TC-50 2 EA. 533-?A 4 TC-50 2 EA. 533-?A 4 SD-11 2EA. 533-?A 4 SD-13 ?EA. 533-?A 4 30 SCALE: 1" = 10' PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com INSPECTION MAINTENANCE FREQUENCY FREQUENCY QUARTERLY AS NEEDED QUARTERLY AS NEEDED ANNUALLY AS NEEDED "AS BUILT" RCE ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE >-----,>----+------------+---+----+---+----< I SHBEET I CITY OF CARLSBAD I SHEEB 1S I ENGINEERING DEPARTMENT 1-----+--+----------------+----+--+----+----1 ;;;G;:;;R;:;:AD;;;IN~G!:;P;;;LANS::::;:;;;;:::;;FO;;;;R:================:::::'...!:====::::: DA1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL aTY APPROVAL GARFIELD HOMES 4008 GARFIELD STREET GR 2021-0035 SINGLE SHEET BMP APPROVED: JASON S. GELDERT ~~N~t,ANAGER RCE 63912 EXPIRES 9 30 22 DAlE OWN BY: BAK PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: MS 2021-0001 533-6A