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HomeMy WebLinkAboutDWG 491-5A; MS 15-11; GARFIELD CUSTOM BEACH HOMES; 01-03GRADING NOTES (IN ADDtnON TO THE REQUIREMENTS OF CHAPTER 15.16 OF TH[ CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANC: PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON !HIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDtnONAL APPROVAL, CITY STANDARDS OR OTHER ADDI 1iONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP1L Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-·WAY PERMIT FROM THE CITY ENGINEER l!ILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERnFICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLS8,W 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 •'.'RlnNG THE POLICY MUST HAVE A RA1)NG OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL . 'ERM/TS HAVE BEEN OBTAINED FROM THE CITY AND OTIIFR APPROPRIATE AGENCIES. 7. APPROVAL OF THE;SE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRAD(NG TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS W!LL BE MADE TO THESE PLANS l!ITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED l!ITHIN THE REVISION BLOCK, ON JHE APPROPRIATE SHEET OF THE PLANS 4ND THE Tl 1LE SHEE7: 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF JHE CITY UPON BEING SIGNED BY THE CITY ENG/NEEF/. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLF:CT AS-BUILT CONDtnONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPli,NCE OF THE WORK Bi' THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TJMES DU,1/NG CONSTRUCTION. 12. 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 STA TE OF CALIFORNIA, PRING/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 THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIF1CA'nON REGARDING ADHERENCE TO RECOMMENDA TIDNS OU1L;NED :.'I JHE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL Bf. DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 1117H 7HE CITY OF CARLSBAD STANDARD SPEC/FICA T/ONS AND Tf/E " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS /NVESllGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUL!ION MFETING SHAU Bf HEID AT llif SITE PRIOR TO THf BFGINNING OF WORK AND SHAI I BF AVfNQFQ BY All RFPRfSFNTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPfCTION, SUPERVISION, TESllNG AND ALL OTHER ASPECTS Of llif WORK. JHE CON7RACTOR SHALL REQUEST A PREGONSTRUGTION MEETING Br CALLING Tl-'£ INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE(5) WORKING DA y;; PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL JHEN BE CONTACTED BY THE PROJECT INSPECTOR TO GOORDINA TE A DA TE AND TIME FOR THE PRECONSTRUCTICW MEETING. APPROVED DRA'lr!NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT 'lr!LL BE PROVIDED BY TH£ PROJECT INSPECTOR AT THE MEETING. 15. Al I fNSp[CTION RFQUE'STS OiH£R 1HAN [9R fflFCONSTRllCTION MffllNG f'tZI I Bf MAQF BY CAIi ING llif fNG,NffRING 24 HQl/R INSPfCDON RFQl/fST /INF AT (760) 4JB 3891 INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2· 00 i'.IA, ON THE DAY BEFORE THE INSPECTION IS NEEDE!I. INSPECTIONS 'lr!LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERl!ISE. REQUESTS MADE AFTER 2: 00 P.M. 'lr!LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. Tl-,£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFE'TY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAl,0 AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMtmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING P·IE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM JHE HAZARD OF CA VI', G GROUNr> DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OURl/1G THE PIPE INSTALLATION THERl:.'/N. THIS PLAN MUST BE PREPARED FOR ALL IRENCHES FIVE FEET (5') OR MORE IN n':PTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY FR/OR TO EXCAVATION. IE THE PLAN VARIES FROM THF SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE a CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINffR AT TH[ CON!RACTORS EXPENSE A COPY OF THE OSHA &8~ ~~ H8~. PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO 18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDUL/1/G OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK Af/EA DURING CONSTRUCTION, OPffiAT/ONS WILL CE!,SE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS 'lr!LL NOT RESTART UN'i'~ THE PERMIT'F.E HAS RECEIVED WRITTEN AU7HORITY FROM THE CITY ENG/NEE,'/ TO DO SJ. 20. ALL OPERATIONS CONDUCTED ON THE SITE GR ADJACENT THERETO, INCLUDING WARM/NC UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING Ef)IJ/PMENT 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 JHE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHAU BE SUBMITTED JiY V:fE: CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA '/ER/AL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBL f FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF JHE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY 'MTHIN lHE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALL\' NOlED ON JHE PLAN. 24, ALL AREAS SHALL BE GRAOEO TO DR/> 'N. GRADING RESUL nNG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND 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. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED W/7HIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY 7HE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAl!ING NO. 4040-5L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. J: \Active Jobs\2319-01 Rincon Gorfield\DRAWING\GRADING PREPARED: 01/08/16 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGA no~: PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED W!THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED W!TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED '111TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) 'MJH/N THE PROJECT SITE SUFFICIEN1L Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT W!TH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR1)NG GRADING NEAR THEIR FAC/LtnES AND SHALL COORDINATE THE WORK 'lr!TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&:T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS &: STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER &: RECLAIMED WATER) JJ. PERMIT COMPLIANCE REQUIREMENTS: (800)422-4133 (800)411-7J4J (800)892-0123 (lf"'.' 138-77 41 (619)262-1122 (760 )434-2980 (760)438-2722 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS' /15.16.120 A.Bf CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT -THE FOLLO'lr!NG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION 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. (J) 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 W!TH THE REQUIREMENTS AND RECOMMENOA TIONS OU1LINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. 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. 35. IN ACCORDANCE WITH THE CITY S:ORM WATER STANDARDS, ALL STORM DRAIN INLETS CON~'TRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA TISFA CT/ON OF THE Cl TY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER lHE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESS'ONS 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 RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PASCO LARET SUITER &: ASSOC/A TES ADDRESS: 535 N. HIGWA Y 101 SUITE A CITY. STATE: SOLANA BEACH,...,C=A~------- TELEPHONE: (85~) 259-8212 BY: ¥~~-WSON DATE: 'f.26· 16 R.C.E. N0.:_8~0~J~56~------------ REG/STRA TION EXP/RATION OA TE:_1_2~/3_1~/_16 _____ _ SOILS ENGINEER'S CERTIFICATE I, . JA/MF A CERROS , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY ()0/NG BUSINESS IN THE FIELD OF APPl)ED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF FEBRUARY 11 , 2015 AND _ MARCH 12 , 2D1fi TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS SWOY. W!TH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CJJY .... EN,94NEE~. ;/• 1'§J~f!J)",'1Jij.,1. -~ fA ~-, '..:idh~"''·'•· '/ ,.~ 3/ft!S._ ,,,.~" J\. C[Jf'fc)_<t,\ SIGNED: J •fl• 'l" 'r. \\ ..,_. -~ ,,,,;, Ol,, :.r,' G E/iP E NO,.· 0 0°07/ 34422 ~~_, tj"'-~ 1..f\• ra>\ • • • _""-!:,!"-4---"'--=-~--------- ,= 1 , n1~--·•r_p ' 111 4 I ·' f/j !i t'i ), 'v;)~I,\ •-, l -'J :J DA TE: pn:./ Z 7, 2 ,;, ,,_ ,,-.1,,,>i}?(:.C\1 4/ '" t.',,o,;,, ,;,~" ,\1//, LICENSE EXPIRATION DATE: 't'/ 3,:::,/ 17 '(\ ___:,/~''.,~'!1'.1i'1:;f"ll-i.,\' {}:°? oiNEfJr;1nficATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS £NG/NEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVE:R-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER QSP HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLENTA TION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCT/ON ORDER AND MUNICIPAL PERMIT. LA TEST VERSION. I/-/) · r~4/,, KEVIN DUNN f'OF( RREG INVESTMENTS SERIES, LLC SERIES 1019 ~lf-O~A~TE--- SOURCE OF TQPQGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS VIAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED BETWEEN OCTOBER 2013 AND JUL'r' 2014 BY PASCO LARET SUITER & ASSOC/A TES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. RE"1SED:02/19/16 REVISED: 03/28/16 RE"1SED: 04/26/16 l\ ' EROSION CONTROL NOTES \ \ PROJECT LOCAT/0 \ \ 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949) 637-3254 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 7HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN JHE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. 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 ANTIC/PA TED. THE QSP SHALL REPORT BMP D[F/CJENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIF/E:D 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH !WN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CON'fROL MEASUFIES AS MAY BE R£QUIR£D BY ni£ CITY £NG/N££R DU£ TO UNCOMPLETED GRADING OP£RA TIONS 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. 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 AWAY 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 FORTY PERCENT (40%). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINAl/ON OF HYDFIOSEEDEO 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 W!TH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF lHE STANDARD SPECIF/CATIONS AND JHE FOLLOW!NG: 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 PUBLIC WALL 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(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA TM[NT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE 111TH THE FOLLOWING CR/'/ERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY f/AND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECJPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER JHAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF lHE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH 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 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA •· J lbs. PER ACRE OF AL YSSUM (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 lHE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE H YDROSEED/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS 'lr!TH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THc HYDROSEEO SLURRY AT THE DISCREnON OF THE CONTRACTOR. PROJECT LOCATION THIS PROJECT IS LOCATED WliHIN ASSESSORS PARCEL NUMBER(S) 204-27Q-04-00 7HE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS: N 358 E 1665 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO H YDROSEED/NG BY: 1. ROUGHENING JHE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIEN1L Y FR/ABLE. c. RIPPING AREAS THAT 'MLL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING lHE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. AO.JUSTING THE SURFACE SOIL MOISlURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANEN1L Y LANOSCAPED OR, FOR AREAS WHERE HYDROSEEO/NG IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES. AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPEC/FICA TIONS. REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W!TH THE FOLLO'lr!NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC1/0N, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. CITY OF CARLSBAD RESOLUTION NO. 7144 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY: GEO TECHNICAL EXPLORATION, INC. DA TED J/12/15 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. /l. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED: N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: N/A 10. STORM WATER POLLUTION PREVENTION PLAN (SW 16-03) TIER 2 PREPARED BY PASCO LARET SUITER &: ASSOCIATES DATED JANUARY B, 2016 YIDID NO. NIA 11, CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCrlON HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGAL DESCRIPTIQN_ LOT 1 IN BLOCK "M" OF PALISADES IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING TO THE MAP THEREOF NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923. BENCH MARK DfSCRIPTION: CLSB-141, A 2.5" DISK _________ _ LOCATION: IN 1Hf SOUlHEAST CORNER Of A VAULT ADJACENT TO 1H£ NORTHEAST CORNfR OF THE: NORTHBOUND COAST HIGHWAY 101 BRIDGE OYER AGUA HEDIONDA LAGOON 0.1 Ml SOII/li OF TAMARACK _A V£NUE:, JB FT EAST OF THE EDGE OF PA vEMENT BY A SINGLE PARKING SPACE FOR THE FACIUTY. AS SHOIIN ON ROS 17271 ELEVA DON: 26,52 DA7UM: REFERENCED DRAWINGS: MAP 1747 MAP 3613 PARCEL MAP 16601 ROS 13290 CORNER RECORD 14998 EARTHWORK QUANTITIES CUT: 200 · CY FILL: 20 CY EXPOR~_~/B~n~--CY NVGQ-29 SHEET INDEX SHEET NO. 1 2 3 TITLE TITLE SHEET GRADING PLAN SECTIONS POST-CONSTRUCTION BMP TABLE DESCRIPTION PROPERTY BOUNDARY fXISTING RIGHT-OF-WAY/ ADJACENT LOT LINE CENTERLINE OF ROAD BUILDING FOOTPRINT STEM WALL (P£R SEPARATE PLAN) PROPOSED SETBACKS EXISTING RETAINING WALL RETAINING WALL TOE OF RETAINING WALL LEGEND STD/DWG. NO. SDRS0 C-2, C-4 EXISTING SEWER MAIN (SIZE P£R PLAN) EXISTING WATER MAIN (SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) EXISTING OV£RHEAO UTILITIES EXISTING SfWER MANHOLE EXISTING POWER POLE EXISTING FENCE INSTALL SEWER CLEANOUT CARLSBAD S-6 INSTALL SfWfR MAIN (SIZE P£R PLAN) SPEC 15063 INSTALL 4" S£WfR LATERAL SDRSD SS-01 INSTALL 1" WATER SERVICE, CMWD W-J, W-JA 1" METER, AND BACKFLOW DEVICE 6" PVC DRAIN PIP£ (UNLESS OTHERWISE NOTED) J" PVC UNDERDRAIN PIPE 12• X 12" BROOKS BOX ARfA DRAIN FLOW!.INE/ DRAINAGE DIRECTION PCC DR/I-EWA Y EXISTING CONTOUR PROPOSED CON:OUR SDRSD 0-27 SDRSD G-140 PERVIOUS PA\<ERS PCC SIDEWALK PER DETAIL SHEET J SDRSD G-7 FENCE PER ARCHITECTURAL PLANS 6"x16" PGC ZfRO Hf/GHT CURB 1-EGETA TED SWALE TRENCH AND RESURFACING SDRSO G-I CASQA EC-9 CARLSBAD GS-24 SYMBOL -------- ---- -----------(OH-E-)- ;< ___ / 0 --s -- QTY. J50 SF 1 EA. J2 LF --S --@ 2EA. ~ 2 EA. -------- 11 [\ ----1001--- ' 245 LF 40 LF 10 £A. 2JO SF l~ __ _J_~I-~' 100 SF -Li----; __ ---- 610 SF J20 LF 50 LF !PASCO LARt;;·f SUITER I~ & ASSOCIATES , CIVIL ENQINE£RINQ + LAND PLANNING+ UNO 8URYEYING 535 Nort.b. Hlghway ltll, Ste A, Sola,ua :Boch, CA 92075 ph. 858.2S9.8212 I ft 858.259.4812 I pluengJnurlnu.com "AS BUil T" STORMWA TER REQUIREMENTS THAT APPL r: ~ STANDARD STORMWATER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMODIFICA TION? C5<] YES (NOT A PDP) RCE oCti'S6 EXP. (1..-J /-If) DATE □ NO RE"1EWEO BYj; ,,1L _/Lit..' ~q/4 IN,,PECT0R DATE ...---,----,------------------,,---""'T---,---,------,,---...J ~'-_-_-_-=-=-=-_-_-_-=-~-_-_---·_-_-_---_-_---=-=::::=.----I I SH1EET I CITY OF CARLSBAD LHEETS I 1-----1---1------------------1---1---1----+----1 ENGINEERING DEPARTMENT . 3 l----l----l------------------11----+--+---+----l 1----1-----i------------------+---+---t----+----t GRADING PLANS FOR: GARFIELD CUSTOM BEACH HOMES {3806 GARFIELD STREET) PUD 15-17/SDP 15-16/CDP 15-34 APPROVED:r, r, ,\ \\ _ JASON S. /G91rRT l---l--+------------------11-----t--+--t-----k \ '''ll"''" '(,,,~ b r. ~ ITY ENGINEER\ ;~'(;E 6391? EXPIRES 9/30/16-DATF-= l--c-==-l-c=C"'7"+'"/1_1\~A~S~~s=v~1=L~T----------+---l-----+------+------t OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL "C CHKD BY: .. · MS 15-11 491 5A REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 0¢1t-'----------' -ENGINEER OF WORK PLSA 2J19 0 ::0 i z G'l z C s m m ::0 0 ::0 ~ z [j) z C s:: m m ::0 0 ::0 i z G'l z C s m m ::0 _J II 5+00 1------ 60' EXISTING POWER POLE TO REMAIN CONSTRUCTION NOTES: G) INSTALL SEWER CLEANOUT PER CITY OF CARLSBAD S-6 G) INSTALL 4" PVC SEWER LATERAL PER CITY OF CARLSBAD S-7 © (j) © ® @ @ @ CONSTRUCT STEM WALL PER SEPARATE PLAN INSTALL 12" X 12" BROOKS BOX AREA DRAIN INSTALL 1" COPPER WATER SERVICE, 1" METER, AND BACKFLOW PREVENTION DEVICE PER CMWD W-.3, W-.3A; POC MAX GPM = 4 GPM INSTALL 2x 3" PVC SIDEWALK UNDER DRAIN PIPE PER SDRSD D-27 POST DEVELOPMENT HYDROLOGY 0100 = 0.31 CFS; V=2.9 FT/S CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-2 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-4 TRENCH BACKFJLL AND ASPHAI.T CONCRETE RESURFACING PER CITY OF CARLSBAD GS-24 CORNER SIGHT DISTANCE CORRIDOR SURVEYOR TO INSTALL BOUNDARY MONUMENTS PER PM 15-11 DEMOLISH AND RESTORE SIDEWALK, CURB & GUTTER (AS APPLICABLE) TO NEAREST JOINT AS NECESSARY J: \Active Jobs\2319-01 Rincon Garfleld\DRAWING\GRADING PREPARED: 01 /08/16 ' p > ; ' f,,,'.J' ,!. EASEMENT /DEDICATION NOTES: [j] 3' PEDESTRIAN ACCESS EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP _JJ.1~_'1_ [I\ DEDICATION TO CITY OF CARLSBAD PER PARCEL MAP 2.13''1 L=31.4', R=20', DELTA=89'58'16" 0 STORM DRAIN DATA TABLE NO. DELTA/BRG RADIUS LENGTH REMARKS ~(i) N54'40'22"E --26.1.3' 6" PVC@ 1.1% 0 N29'41 '36"W --25.34' 6" PVC @ 1.2% .3 N34'04'03"W • --16.95' 6" PVC @ 1.2% 4 N34'07'49"W --10.94' 2x J" PVC @ 2.0% @ N52'32'00"E --22.67' 6" PVC @ 1 . .3% 6 N29'47'57"W --79.64' 6" PVC @ 1.0% 0 N.34.01 '27"W --23.5.3' 6" PVC @ 1.3% @ N.34'01 '.3/i"W --9.00' 2x .3" PVC @ 2.2% 9 N47i5'41'l"E ·--54.74' 6" PVC @ 1.1% II N47'26'50"E --55.01' 6" PVC @ 1.1% REVISED: 02/19/16 REVISED: 03/28/16 REVISED: 04/26/16 UNIT 1 2 SEKfR LATERAL TABLE it STATION IE@ MAIN IE@ PL DROP TO MAIN GARFIELD 61+54.94 5.3.05' 54.89' 1.20' HEMLOCK 6+70.64 48.90' 50.60' 1.20' ENGINEER OF WORK FIRM: PASCO LARET SUITER & ASSOC/A TES ADDRESS: 535 N. HIGWAY 101 SUITE A CITY, STA TE: SOLANA BEACH CA "' LENG1H .31. 75' 24.9' TELEf'!:!2NE: (B58) 259-8212 BY:/ 1..,,,,,:2 -DATE: S• l 1·/ 6 ' /J (ffiER LAWSON) R.C.E. NO.: 80.356 ~=~------------- REGIS m A TION EXPIRATION DA TE:-""12:../.::..31"-/-'"16=------- SLOPE 2.0% 2.0% FG@ PL DEPm @ PL 62.0' 57.2' 7.12' 6.60' No. 80356 Exp. 12/31/16 PAD EL 61.J 58.6 NOT£: HEMLOCK AND GARAELD STATIONING PER CARLSBAD IMPROVEMENT PLAN 139-7 CL 56 CL 52 CL 48 ~~S~~ LIN: 7- RtPRtStNTS EXIS71NG GRADE AT CENTERLINE ' ··· · · · · UT/UT/ES ARE KNOl+N TO EXIST IN 1HE AREA. INFORMATION S/-10111'/ HEREON IS PER BEST AVAIL.AB!£ RECORD INFORMA T/ON. EXACT HDR1ZONTAL AND l'fRTICAL LOCA 110N OF EXIS11NG UT/LJ71£S UNKNOl+N. CONTRACTOR TO RELD \lfRtfY LOCATION OF EXISTING UT/UT/ES PRIOR TO ORDERING MA 7ERIALS AND CONS111UCTION, CON111ACTOR SHALL NOT/fY ENGINEER OF IIORK OF ANY DISCREPANCIES Bm,ffN ACT/JAL LOCATION AND PLAN LOCATION OF U11LJ11ES UPON DISCO~RY OF DISCREPANCY. ~\ ' ~~' 6+60 . .\_ EXIS71NG • STRUC1URE TO REMAIN 0 LJNE SCALE: SEKfR DATA TABLE LENGTH CHORD/BEARING COMMENTS G) .31.69' S 55'57'27" W 6" PVC SOR .35 PER CITY OF CARLSBAD SPEC 1506.3 SOURCE CONTROL / SITE DESIGN LID BMP'S. SC-1 -PREVENT IWC/T DISCHARGES INTO THE MS4 -RUNOFF TO BE DIRECTED TO LANDSCAPED AREAS, PERVIOUS PA VERS, OR VEGETATED SWALES. NO NON-STORM WATER DISCHARGES TO THE MS4 SC-.3 -PROTECT OUTDOOR MATERIAL STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL SC-4 -PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, RUN-OF, RUNOFF, AND WIND DISPERSAL SC-5 -· PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL -PROVIDE ATTACHED LIDS ON CONTAINERS. DIVERT DRAINAGE AWAY FROM TRASH CONTAINER AREAS. SD-.3 -MINIMIZE IMPERVIOUS AREAS -MINIMIZE IMPERVIOUS FOOTPRINT OF THC PROJECT TO MAXIMUM EXTENT PRACTICIBLE SD-5 DISPCRSE IMPERVIOUS AREA -DIRECT DRIVEWAY RUNOFF TO LANDSCAPE AREAS. PERVIOUS PA VER SECTION, VEGETATED SWALES TO HELP TREAT AND INFJL ffiA TE RUNOFF DURING LOW INTENSITY STORM EVENTS AND SLOW RUNOFF DISCHARGE DURING HIGH INTENSITY STORM EVENTS. SD-6 -COLLECT RUNOFF ... DIRECT DRIVEWAY RUNOFF TO PERVIOUS PA VERS AND VEGETATED SWALE TO COLLECT AND RETAIN RUNOFF SD-7 -LANDSCAPING Wl1H NATIVE OR DROUGHT TOLERANT SPECIES -USE DROUGHT TOLERANT SPECIES TO CONSERVE WATER AND ..---GRAPHIC SCALE 0 10 20 30 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING+ LAND PLANNINQ + U.ND SURVEYING 535 North Hisbway 101, Ste A, Sulima BellCb, CA 92075 ph 858.259,8212 I &. 858,259.4812 I plaaengineering.com " AS B U I L T" ~ ;;t.LA.c---r-t-t"I RCE ?.o.!S, . EXP /z,l /-/ f'> . DA TE REVIEWED BJ? ,I LL M·~- INSPECTOR DATE ------+----+----+----+--< I SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~G;;:;R::;:AD;;IN;:;;:,G.::P;;LA;:;:;N;;S=F;;O;;R;::: ========:::::...::==::::; 1 s-SIIILT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GARFIELD CUSTOM BEACH HOMES (3806 GARFIELD STREET) PUD 15-11 /SDP 15-16/CDP 15-34 APPROVED:\\ ~ ~ __.-JASON S. \GELl;>ERT ~ -~-"-v-I,,, "lA I\,\., CITY ENGINEER OWN BY: CHKD BY: .:,e, RVWD BY: RCE 63912 EXPIRES 9 30 16 J DATE 0 PROJECT NO. DRAWING NO. MS 15-11 491-5A PLSA 2319 ' ' ' 0 i 2 Jj) 2 C s: CJ m :0 □ :0 ~ 2 G) 2 C s: CD m :0 □ :0 ~ 2 G) 2 C s: CJ m ::a Ir 5' / / I FINISHED GRADE -TW = TOP OF WALL AT FINISHED SURFACE CONSTRUCTION NOTES: CD STEM WALL, F001/NG TYPE AND EMBEOMENT DEPTH SHOWN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO $£PARA TE STRUCTURAL FOUNDA 1/0N PLANS FOR CONSTRUC1/0N. CONSTRUCT STEM CD {WALL PER SEPARATE PLAN; TW=60.1 / 10' 7.7' 5' :/1---...:.:..---1~ _ _:_:_:, _ ___;+-----1~--l 1-EM..OCK A\.'EN!E _. _ 7,-I' 1 1 1:\r_: _ BUILDING FOUNDA 1/0N SECTION SHOWN HEREON FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL FOUNDA T/ON PLANS FOR CONSTRUCT/ON. CONSTRUCT· VEGETATED SWALE 2· 1 r DASHED LJNE ~/ I REPRESENTS ,/ I I EXIS1/NG GRADE <; I > / "/ ----L_ -p:::!•--- INSTALL TURF REINFORCEMENT MAT PER NORTH AMERICAN GREEN C350 / / SECTION A-A GARFE.D srmr; I I ROW 10' 50' 25' 25' 8' 17' 17' -VARIES l VAR/£$ . , /c---fil~ ~®"' ~,-${ ·~··' '£ ..:____»•i ""'>·"""~ y-,;~J,;__, -,I-'~1-,"~1-1~, -' ' j - N.T.S. SECTION B-B N.T.S. ROW J' 5' J' ·INSTALL 4• PCC SIDEWALK PER SDRSD G-7 · -0 . -l ' . i-I I I . I_,_ -~ ·-1· ' . . . . . - ' ' ' i EXIS1/NGPCCCURB& ···,'1, j'I c.,. '~I.. ''·1: .. · .. •~·'·1.> -EXIST/NGPCCCURB& GUTTER TO RE.MAIN ' "t . . ..... I .· ..... ... . ....... C " EXISTING 1 !" HP , Jr GUTTER TO REMAIN GAS MAIN TO REMAIN \ EXISTING 6" AC WATER EXISTING AC \_ INSTALL 6• PVC MAIN TO REMAIN PA VfMENT TO SEWER MAIN REMAIN TYPICAL SECTION-HEMLOCK A VENUE N. T.S. J: \Active Jobs\2319-01 Rincon Garfield\DRAWING\GRADING PREPARED: 01/08/16 REVISED: 02/19/16 REVISED: 03/28/16 4.0% --- w EASE FS=58. 6 \ I FS=58.4 ' I /FS=58.5 --2,6JL _ _2.0JL . ---9.7% ... ~ ROW 1' EXISTING SIDEWALK TO REMAIN 30' 5' 6' EXISTING PCC CURB & GUTTER TO REMAIN EXISTING AC PAVEMENT TO REMAIN 10' 18' VARIES BW = BOTTOM J v,' •. ! i LJ __ i : .. •,_, i ' OF WALL AT . . ' ' . · 1 • ,' FINISHED GRADE I ..... , ' \ EG = EXISTING GRADE _j 1-(FS=580) AT BOTTOM OF WALL EXISTING GRADE VARIES PER PLAN, 5' -10' TYP. '\ II'. I I TYPICAL SECTION-RETAINING WALL (SDRSD C-2/C-4) ,,..__~~- TW=59.0 BW=57.1 ,'-CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-4 60' 30' 18' VARIES 6' 5' NON-CONTINGUOUS SIDEWALK 6" PCC CURB & GUTTER SDRSD G-2 _l_ "' "' w QC ;;; j,:, T TC=FL N.T.S. ~7% 2. 1 5.5' 5.6· I I I 2% 3.0' PEDESTRIAN ACCESS EASEMENT DRIVEWAY MATERIAL PER SHEET 2 TC=FL+0.5'-' lJ.-...J_ _ _, ~~SIDEWALK TRANSITION TO NON-CONTIGUOUS CURB & GUTTER SIDEWALK @ 2: 1 ~3,0•~1 TYPICAL DRIVEWAY APRON G-14C ROW 1' EXISTING PCC SIDEWALK TO REMAIN N. T.S. ENGINEER OF WORK FIRM: PASCO LARET SUITER & ASSOCIATES ADDRESS: 535 N. HIGWAY 101 SUITE A CITY, STA TE: SOLANA BEACH CA TELEPHONE: (858) 259-8212 BY: /; ff~ER -:;WSON) ', 3' MIN I ..•. ft 8" MIN I FF•PERFI..AN ·. 5% ri;.\ PAD• PER Ft.AN MIN ~ -- I : CDFOOTING PER PLAN NOTE: 5% SLOPE REQUIRED ADJACENT TO STRUCTURES FOR A MINIMUM OF 3' AWAY FROM STRUCTURE TYPICAL GRADING ADJACENT TO STRUCTURE N.T.S. IVARIESI MIN 6" BASE COURSE LAYER 1 /2" TO I" AGGREGATE COMPACTED TO 95% RELATfVE COMPACTION PER SOIL ENGINEER'S RE COMMENDATION \ '\_ DATE: 5'./7•/i I PERMEABLf PAVERS ORCO _; AQUA-BRIC OR APPROVED EQUAL 12· SUB BASE COURSE LAYER j 1 /2" TO 3• ANGULAR ROCK COMPACTED TO 95% PER SOIL ENGINEER'S RECOMMENDATION NOTE: FILL OPENINGS IN PAVER UNITS \ WITH¼" TO ¾" AGGREGATE L 1" TO 2" BEDDING COURSE SAND LAYER 1/4" TO 3/8" AGGREGATE PER SOIL ENGINEER'S RECOMMENDATION PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS TYPICAL SECTION-POROUS PAVERS N.T.S, PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNINQ 1-UNO SURVEYINIJ 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 I fJ: 858.259.4812 I plaaeti9h1eeriag.com "AS BUil T" ¥ ;;(, .. '\i EXISTING PCC CURB & GUTTER TO REMAIN R.C.E. NO.:_B,c,Oce3"-'56,__ ___________ _ RCE fJOJS6 EXP.!1,·J/-("' DATE \ EXISTING WATER MAIN \_ EXIS1/NG B" VCP TO REMAIN REGISTRATION EXPIRATION DATE:_1_2/~3_1/~1_6 ____ _ REVIEWED ~Y: ,, ~., &<·~,;;,,. • INSPECTOR SEWER MAIN PER DWG 118-9 TO REMAIN TYPICAL SECTION-GARFIELD STREET f------!--+------------l----+-----4--1---11 SH3EET I CITY OF CARLSBAD I SH3EETS I ~::::::::==..'==:::E::::NG::l::::NE:::E:::R:::IN:::G=DE:::P::::A:::R::::TM:::E:::N::::T==:::.'::=:::=:::: l-----+--+------------''----+----11---_,__ _ __,_ _ __, GRADING PLANS FOR: N. T.S. --------+-----------------+---+----l---+---1 GARFIELD CUSTOM BEACH HOMES (3806 GAHFIEIJJ STREET) PUD 15-17 /SDP 15-16/CDP 15-·34 DATE INITIAL ENGINEER OF WORK APPROVED~ (\ . JASON S. GE~DERT l-----t----t---------------l~--+---t---l-----l {t1, ,\.. -\l...._/ 1,,\1.~\\I,., i-----+--+-.~---------------+---i----l---1---1 Cl1Y ENGINEER ' '"RCE 63912 EXPIRES 9 30 16 L DA'rt 1 AS-Vll-T DWN BY: -PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD .SC. REVISION DESCRIPTION RVWD BBYY:, MS 15-11 491-5A OTHER APPROVAL CITY APPROVAL REVISED: 04/26/16 PLSA 2319 i ' 0 :0 ~ 2 Ci) 2 C ~ to m :0 0 D ~ 2 G') 2 C ~ to m ::0 0 ::0 )> . ~ 2 G') 2 C :s: to m ::0