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HomeMy WebLinkAboutDWG 479-5C; SDP 09-04A; SHOPPES AT CARLSBAD; 01-12GRADING NOTES (IN ADDITION 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 GRIDING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/V[ 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 'MIEN NON-CONFORMANCE IS 0/SCOV[RED 3. 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 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 CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE Cl TY 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 RA TING OF "A-" OR BFTTER AND A SIZE CA TEGO.?Y OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCEO UNTIL ALL PERMITS HA V[ BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAIN[O AND A VALID GRADING P[RMIT HAS B[EN /SSU[O. 7. NO RE\/IS/0/JS WILL Bf MAD[ TO TH[S[ PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED 'MTHIN THE R[V/SION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TH[ Tl TLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME TH[ PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA 'MNG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY TH[ ENGINE[R-OF-WORK PRIOR TO FINAL ACCEPTANCE OFTHE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY V[H/CLES SHALL BE MAINTAINED TO TH[ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. 'MIER£ TRENCHES ARE WITHIN CITY [AS[M[NTS, A SOILS REPORT COMPR/S[D OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SH[[TS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A r'ROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR1NCIPALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS M[CHAN/CS. THE SOILS REPORT 'MLL BE SUBMITTED TO THE CITY ENGi/ JEERING INSPECTOR 'MTHIN TWO WORKING DAYS OF THE COMPL[T/ON OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE V[R/FICA TION REGARDING AOHERENC[ TO RECOMM[NOA TIONS OUTLINED IN THE SOILS R[PORT IS REQU/R[D PRIOR TO TH[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8E DONE UNDER THE DIRECTION OF A PROF[SS/ONAL ENGINEER OF TH[ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH[ Fl[LD OF APPLl[O SOILS MECHANICS. ALL FILL OR FUTUR[ FILL AREAS SHALL Bf CONSTRUCT[O IN ACCORDANCE 'MTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE "EARTHWORK SPECIF/CATIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION R[PORTS 'MLL BE SUBMITTED TO THE PROJECT INSPECTOR. /J. A PRECONSTRUCTION M[[TING SHALL Bf HELD AT THE SITE PRIOR TO TH[ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA TIV[S RESPONSIBL[ FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTH[R ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LIN[ AT (760) 438-3891 AT LfAST F/\1[(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR 'MLL TH[N 8£ CONTACTED BY TH[ PROJECT INSP[CTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION M[ETING. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT 'MLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE ME[TING. 14. ALL INSPECTION R[QU[STS OTHER THAN FOR PRECONSTtWCT/ON MEETING 'MLL BE MADE BY CALLING THE ENG/N[[RING 24-HOUR INSPECTION REQU[ST LINE AT (760) 438~3891. INSPECTION R[QU[ST MUST BE RECE/V[D PRIOR TO 2: 00 P.M. ON THE DAY BEFOR[ TH[ INSP[CTION IS NE[DED. INSPECTIONS WILL Bf MADE TH[ NEXT WORK OA Y UNLESS YOU REQUEST OTH[R'MSf.. R[QUESTS MADE AFTER 2: 00 P. M. 'MLL Bf SCHEDUL[D FOR TWO FULL WORK DAYS LA Tf.R. 15. THE OWNER AND/OR APPLICANT THROUGH TH[ DfVEcOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D[VICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBL[ FOR CONFORMING TO ALL LOCAL, STATE AND F[O[RAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. TH[ CONTRACTOR SHALL CONFORM TO LABOP CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY [NGIN[ER AND/OR CONC:CRNED AGENCY SHO'MNG TH[ DESIGN OF SHOP.ING, BRACING SLOPING OR OTHER PROVISIONS TO Bf MADE OF WORK[R PROTECTION FROM THE HAZARD OF CA \/ING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TR[NCHES OR DURING THE PIP£ INSTALLATION TH[R[IN. THIS PLAN MUST Bf. PREPAR[D FOR ALL TRENCI/ES FIV[ F[ET (5') OR MORE IN OEPTH AND APPRQV[D BY THE CITY ENGINEER AND/OR CONCERNED AG[NCY PRIOR TO [XCAVA TION. IF THE PLAN VARIES FROM THE SHORING SY.ST[M STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAF[TY ORD[RS, TITLE 8 CALIFORNIA ADMINISTRA TIV[ CODE. THE PLAN SHALL BE PREPAR[D BY A R[GISTER[D ENGINEER AT THE CONTRACTORS [XPENSf.. A COPY OF THE OSHA EXCAVATION P[RMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA T/ON. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAo BEEN OBTA/N[O FROM TH[ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHA[OLOG/CAL RESOURCES AR£ DISCOVERED 'MTHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS W1LL CTASE IIJMEDIA TEL Y. AND IHE PERM/TT££ 'MLL NOTIFY THE CITY·[NGINE[R. OPERATIONS 'MLL NOT RESTART UNTIL THE PERM/TT££ HAS R[C[/VEO WRITTEN AUTHORITY FROM TH[ CITY ENGINEER TO DO SO. 19. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPE.?A T/ON OF TRUCKS, [ARTHMOVING [QUIPM[NT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIAT[D GRADING EQUIPMENT SHALL Bf LIMITED TO THE P[R/00 B[TWE[N 7: 00 A.M. AND 6: 00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HCLIOAYS. (A L,ST OF CITY HOLIDAYS IS AVAILABL[ AT TH[ ENGINEERING DfPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUT[S SHALL BE SUBMITTED BY TI/E CONTRACTOR TO THE CITY [NGINE[R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WAST[ MATERIAL SHALL Bf DEPOSITED AT, A SITE APPROV[D BY THE CITY [NGINE[R. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS 'MTH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROV[MENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JC. WHERE AN EXISTING PIPE LINE IS TO Bf ABANDONED AS A RESULT OF THE GRADING OPERA noN, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STR[[T AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTH[R AREAS THE PIPE WILL 8£ PLUGG[D WITH CONCR[TE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILIT/[S (ABOV[ GROUND AND UNDER GROUND) 'MTHIN THE PROJECT SITE SUFFICl[NTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J2. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COOROINA TE THE WORK 'MTH A COMPANY R[PR[SENTA TIV[. UNDERGROUND SERVICE ALERT (800)422-41J3 SDG&-E (800)660-7343 AT&T (800)892-0123 TIM[ WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLS8AD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAO(SEW[R, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760}6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 t()LIV[NHAIN WATER DISTRICT (760)753-6466 'BUENA SANITAnON DISTRICT (760)726-1340 X 1330 AS APPROPRIATE • JJ. PERMIT COMPLIANCE REQUIREMENTS· A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGIN[ER, AND/OR G[OLOGIST TO GIVE TECHNICAL ADVICE, OBSERV[ ANV CONTROL THE WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL COO[. B. PRIOR m £!NA/ APPROVAi OE A GRAD/NG PERM/I -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSP[CTOR 15. 16. 120 A. 10 CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RRICA TION AR[ 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 ENGIN[[R, 'Mi/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE Rf PORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMM[NOA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEM[NTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNL[SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THES[ PLANS MAY Bf R[QUIR[O TO BE RESUBMITTED FOR PLANCH[CK. PLANCHECK FE[S WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE ~TH TH[ CITY STORM WATER STANDARDS. ALL STORM DRAIN INL[TS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE AUDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA TISFACnON OF TH/c CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HERfBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJ[CT, THAT I HAV[ [X[RCISEO R[SPONSIBLE CHARGE OV[R THE DESIGN OF THE PROJECT AS DEFINED IN SECnON 6703 OF TH[ BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CRYSTA CAMPBELL AT : (760) 712 J602 (EXT. 613602) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL Bf MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NEC[SSAR Y MATERIALS SHALL BE STOCKPILED ON SITE AT CONV[N/ENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY 0[\/ICES WHEN RAIN IS [MINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY [NGIN[[R AFTER EACH RUN-OFF PRODUCING RAINFALL. . 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE R[QU/R[O BY THE Cl TY ENGINEER OU[ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES 'Mi/CH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBL[ AND SHALL TAKE N[CESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS 'M![RE IMPOUND[O WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROV/OED PER THE APPROV[O GRADING PLAN SHALL 8£ INCORPORATED H[R[ON 8. GRADED AREAS AROUND THE PROJECT PERIMETER /lUST DRAIN AWAY FROM THE F AC[ OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECT/V[ O[VICES SHOWN SHALL 8[ IN PLACE AT THE ENO OF EACH WORKING DAY WHEN TH[ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGR[GRA TE. 11. SHOULD G[RMINA TION OF HYDROSEEOEO SLOPES FAIL TO PROV/Of EFFECTIVE COV[RAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANC[ WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. CITY OF OCEANSIDE \ VICINITY MAP NOT TO SCALE TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL ?LANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTA/N[O AS REQUIRED IN SECTION 212 OF TH[ STANDARD SPECtrlCA TIONS AND THE FOLLOWING: DESCRIPTION SYMBOL QUANTITY A. H YOROSEEDING SHALL B[ APPLl[O TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO V[RT/CAL) OR STE[PER WHEN THEY ARE: 2. a. THR[[ F[[T OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AR[AS GRADED FLATTER T:JAN 6: 1 WHEN ANY OF TH[ FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECR[A TION DIRECTOR AS HIGHLY VISIBLE TO TH[ PUBLIC. c. HAVE ANY SPECIAL CONDITION IOENTIFl[O BY THE CITY [NG/NEER THAT WARRANTS IMM[D/A TE TR£ATM£NT. B. HYDROS[[D[D AREAS SHALL Bf IRRIGATED IN ACCORDANCE WITH THE FOLLOWIN CRITERIA- /. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 2. a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAG[. b. GR[A TER THAN 8 FEET IN H[/GHT SHALL 8[ WA TER[O BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKL[R HEADS PROVIDING 100% COV[RAGE. AREAS SLOPED LESS THAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEV[LOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENG/N[[R. TH[ PROPOSAL SHALL Bf SP[C/FIC REGARDING TH[ NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. "PROP. 4" AC PAV[MENT OVER 6" AB (PAV[MENT DESIGN TO BE VERIFIED BY SOILS ENGINEER AFTER "R" VALUES TEST) PROP. CONCRETE 4" PCC SIDEWALK (SEE LANDSCAP[ PLANS FOR SCORING PATTERN AND DETAILS) AC RESURFACING AC RESURFACING AT PARKING LOT PROP. PLAN TING AREA PER LANDSCAPE PLAN PROPOSED P[DESTRIAN RAMP PROJECT ADDRESS 2525 EL CAMINO REAL CARLSBAD, CA, 92008 LEGAL DESCRIPTION I I T./. = 5. 0 MIN. I I ' ""' ' ' . ... ii LOTS 1 TO 27, INCLUS/V[ OF CARLSBAD TRACT NO. CT 76-18 (PLAZA CAMINO REAL SHOPPING CENTER) IN THE CITY OF CARLSBAD, IN TH[ COUNTY OF SAN Dl[GO, STA TE OF CALIFORNIA, ACCORDING TO MAP TH[R[OF NO. 8956, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 11, 1978. BASIS OF BEARINGS WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, ORA/NAG[ FACILITl[S, EROSION CONTROL FACILITIES, AND PLANTING OF PERMAN[NT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS ··SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TED ON TH[S[ PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLOWING DOCUMENTS, CURRENT AT TH[ TIM[ OF CONSTRUCTION, AS D/R[CTED BY TH[ CITY ENGIN[ER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. Rf: RESOLUTION NO. 20@.:c.2.Zl DA TED: _..:.1::.,0/:...:2:.::9L/=.200 ,0:.::9 __ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GR[[N BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY;' "'.jq_E:ltff'81 til::r:f .. :· :. -,, .. DA T[D: \: MAllY! :ia Ii.Or:>-V . : ~ --- . . - . - . • ~· .. ·-·· ._,,.. ____ .., ---~, .... __ ...,,.,.~-,,_ ):",!} . 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TH[ CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COAST COMMISSION DfVELOPMENT PERMIT CONDITIONS DATED: N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO: __ ___uTB,,,Dc..._ __ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HOFMAN PLANNING & ENGINE[R/NG. DA TED: N/A, . WD/0 NO. N/A, SW NO. 16-401 11. STORM WATER MANAGEMENT PLAN, SW-13-317, PR[PAR[O BY HOFMAN PLANNING ANO ENG/N[ERING DATED: FfBRUARY 4, 2014, SWMP NO. 13-14 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND: DESCRIPTION DWG.NO. SYMBOL QUANTITY PROP. 8" PR/VA TE SEWER LINE PROP. 4" PRIVATE GREASE WATER LINE PROP. 4" PRIVATE SEWER LINE PROP. 4" SEWER VENT LINE PROP. 4" SEWER CLEAN OUT PROP. SEWER MH (PR/VA TE) PROP. 4" PRIVATE SEWER POC PROP. 4" GREASE WATER POC SOR-35, SE[ PLAN SOR-35, SEE PLAN SDR-35. SEE PLAN SOR-35, SEE PLAN , S-6 , S-1 , S-7 , S-7 PROP. GREASE INTERCEPTOR PER SEPARATE PERMIT PROP. 4" PVC SD PRIVATE PROP. 6" PVC SD PRIVATE PROP. 8" PVC SO PR/VA TE PROP. 10" PVC SD PRIVATE PROP. 8"-12" HOPE RIS[R & GRATE CONCRETE LUG PROP. 6" CURB PROP. O" CURB PROPOSED PR/VA TE WATER LATERAL SOR 35, SEE PLAN SOR 35, SEE PLAN SOR 35, SEE PLAN SOR J5, SE[ PLAN SEE PLAN SDRSD G-63 SDRSD G-1 SDR5;0 G-1 PER DWG. 479-5B ~ ~ --so --so --SD --SD -'vi SD so so SD 'vi @ @ LF LF , LF LF EA EA EA EA LF LF LF LF fA fA LF LF I UNDERSTAND THAT TH[ CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEV[L OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROS[[D[O GROWTH. THE BASIS OF B[ARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAO 83. ZONE 6, EPOCH 1991.35, GRID B[ARING B[TWEEN CITY OF CARLSBAD SURVEY CONTROL STATIONS O[SIGNA TED 'CLSB-086' ANO 'CLSB-I28' PER RECORD OF SURVEY NO. 17271. I.E. N83'17'40"£ PROPOSED WATER POC PROPOSED BACKFLOW PREVENTER (PVT.) , CM'MJ W-I2 MODIFIED PER OWG. 479-5B PER OWG. 479-5B @:E.] PROJECT DESIGN. FIRM: ---'-'H-"O'-'Fl"'AA_,,_N'--'-P='LA.!!.NecN"'-IN,.,Gc....,,,&...,£='-N,.,G"'-/N'-=["'£R'"l'-'NG,,_ ADDRESS: 3152 L/ONSHEAD AVE, SUITE 1 CITY, STA TE: CARLSBAD. CA 920/)0~ TELEPHONE: 760 -Fell.? 4100 BY: ~~ /1/' / --4 <' ✓-w 7 -/~ REGA(/_/ \. j R CE NO.: C 35343 V REGISTRATION fXPIRA T/ON DA TE: 9/30/2017 SOILS ENGINEER"S CERTIFICATE /, __________ • A R[GISTERED (CIVIL/ GEOTECHNICAL) ENGINE[R OF TH[ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND ST],/D,Y jJ.F;-JTfiE: .S.OIL,C:.ONDLDQNoi.J'Rfl(.ALr;:_NT WI THIN THIS SITE WAS MADE BY 1Ui/~ cojb!lq"JM!:1//'IC-ll«W-.,,J ~ /THE DA TES OF Ffil?/R,'-11'@.l ;2./ . , 2.™ . AND · JUL'( 14 ~, TWO COPIES OF THE SOILS REPORT COMPIL[D FROM THIS STUDY. WITH MY RECOMMEND A~-··-HAS B[EN SUBMITTED TO TH[ OFF/Cf OF TH[ CITY 1,,'0 L '1( r.1.:,.~., [NG/NEE ~1<0FEss10,,_, k- If ,i,-<:." · st;-1. ~ SIGNED: ' ..:>vt:=,t ,:,, ~ <?.L 0: " & GE2820 t C:.E/P.E. NO.: _ __,:Z=S=2.=0~-------~- .... I' 4(tRfll • DA TE: _ _.;J4/_.?;__..9._,/_.2D=----11-__._ _______ • _ 0,_.:; ~ J'~ 0rccH~,c. :-.1.?- "1r'!opcAL\fO~"<!'-LICENSE [XPIRA TION DA TE: OWNER'S CERTIFICATE 6 / .!,O (2.018 C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLO'MNG: 1. S[EO MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. .5 lbs. PER ACRE OF E SCHOOL CIA CALlrORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 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 'MIER[ THE AREA BEING HYDROSEEDED IS NOT VIS/BL[ FROM [/TH[R A PUBLIC STREET OR RESID[NTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST Bf INOCULATED WITH A NITROGEN FIXING BACT[R/A ANO APPLIED ORY EITH[R BY DRILLING OR BROADCASTING BfFORE HYDROS[EOING. ,. ALL SEED MATERIALS SHALL Bf TRANSPORT[D TO THE JOBS/TE IN UNOPENED CONTAINERS 'MTH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR[ CERT/FICA TION TAG A TTACH[O TO, OR PRINTED ON SAID CONTA/N[RS. j. NON-PHYTO-TOXIC WETTING AG[NTS MAY BE ADDED TO TH[ HYDROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TY"E 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. 'MIEN STRAW IS USED IT MUST BE ANCHOR[O TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, 'MTH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSE[OED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SI/RF ACE TO BE PLANTED BY ANY OR A COMB/NATION OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AR[AS 6: 1 OR FLA TT[R THAT ARE SUFFICIENTLY FRIABLE. c RIPPING AREAS THAT 'MLL NOT BREAK UP USING ITEMS a OR b ABOV[. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUST/NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURA TEO SEED 8[0. SOURCE OF TOPOGRAPHY BY AERIAL TOPOGRAPHY PER SEABOARD ENGINEERING CO .• DA TED SEPTEMB[R 16. 2015. ADDITIONAL LAND SURVEY BY GEOCENTRIC LAND SURV[Y/NG DAT[O JULY 1 2013 TO JUNE 16. 2016. PROJECT LOCATION THIS PROJ[CT IS LOCATED 'MTHIN ASSESSORS PARCEL NUMBER 156-209 09. 24 * SDRSD NOTE: · DENOTES CITY OF CARLSBAD STANDARD DRA'lrfNG · SAN DIEGO REGIONAL STANDARD ORA 'lrfNGS ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD ORA VrlNGS UNLESS 01HERVrlSE INDICA TfD. SE[ ADDITIONAL LEGEND ITEMS ON SHEET 2 POST-CONSTRUCTION DP TABIE SWMP 13-14 THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS 2008-6228 NAO 83 /366-1665 NAO 27l. REFERENCE DRAWINGS STORI.IWA TER REQUIREMENTS 1HA T APPLY: □ STANDARD STORMWATER REQUIREMENTS C8J PRIORITY PRO./£CT REQUIREMENTS EXEMPT FROM H YDROMODIFICA TION? □ YES (SEE SKMP FOR DOCUMENTATION) D NO DRA'MNG NO. 194-5 DRA 'MNG NO. 220-6 ORA 'MNG NO. 269-7 ORA 'MNG NO. 289-9 DRA 'MNG NO. 805-3 DRA'MNG NO. 805-4 ORA 'MNG NO. 805-5 ORA 'MNG NO 805-6 DRA'MNG NO. 479-5 DRA'MNG NO. 479-SA B.EN.G.1:1 .. MABK VISTA SAN/TA TION DEPARTMENT S[W[FI RELOCATION PROJECT GRADING PLAN FOR NORTH COUNTY PLAZA GRADING PLAN FOR NORTH COUNTY PLAZA SITE LAYOUT, GRADING AND UTILITY PLAN SITE UTILITY PLAN, GRADING, DRAINAGE AND PAVING PLAN SITE UTILITY PLAN, GRADING, DRAINAGE AND PAVING PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN. UTILITY PLAN AND WATER IMPROVEMENT PLAN PUBLIC WA T[R & SEWER IMPROV[MENTS PLAN FOR W[STFIELD CARLSBAD PHASE 1 GRADING PLANS FOR WESTFIELD CARLSBAD PHASE 1 TYPE DESCRIPTION V[G[TA TED BIO-RETENTION BIO-SWALE BIO-RETENTION FLOW-THROUGH PLANTER SUSIIP PROJECT PRIORITY: HIGH CASQA DES. OllNERSHIP TC-32 PR/VA TE TC-32 PR/VA TE IWNTBNANCE SHEET NO. MAINTENANCE AGREEIIENT FREQUENCY BMP MAINT[NANC[ OWG. 479-5A YEARLY MINIMUM AGRE[MENT 4 - 9 OR AS NEEDED BMP MAINTENANCE DWG. 479-5A YEARLY MINIMUM AGRE[MENT 4 -9 OR AS NEEDED 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEl,/ED BY• 22. BRUSH SHALL 8E REMOV[D ONLY 'MTHIN THE AREA TO BE GRADED. NO TRE[S ARE TO Bf REMOV[O UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING R[SUL TING /NTH[ PONDING OF WATER IS NOT PERMITTED. ALL [ARTHEN SWAL[S AND 0/TCH[S SHALL HAVE A MINIMUM ON[ PERCENT SLOPE. I ( WE ) HEREBY C[RTIFY THAT A REGISTEi?EO SOILS ENG/N[ER OR GEOLOGIST HAS BEEN OR WILL BE RETAIN[D TO SUP[RVISE OVER-ALL GRADING ACJIVITY. ANO -j,!J)IIS[ ON TH[ COMPACTION ANO STABILITY OF c:----rH1s--~ / 90L \..)0 -e,(JJ!r1 b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. THE BENCHMARK IS CARLSBAD SURVEY CONTROL STAT/ON DESIGNATED 'CLSB-086 2.5" BRASS DISK STAMPED 'CLSB-086 LS 6215' NORTHWEST CORNER OF SOUTH VISTA WAY BRIDGE OV[R BUENA VISTA CRE[K £LEVA TION 24.186 M.S.L. NGVD 29 INSPECTOR DATE l-----+--+----------+----+--+---l---~ I SH1EET I CITY OF CARLSBAD ~2 24. TH[SE PLANS ARE SUBJ[CT TO A SIGN[O AND APPROVED S[T OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY TH[ CITY ENG/N[ER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD[ TO PRODUC[ A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE L[FT IN A N[AT AND ORO[RLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY [NG/NEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEED[D 'MTHIN TEN (10) DAYS OF THE TIME 'MIEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL Bf ACCOMPLISH[O ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRA'MNG NO. XXX-XX, AND/OR AS 0/R[CTED BY THE CITY ENGIN[[R OR PLANNING DIR[CTOR. t-y;M[ ' ' TITLE TOT AL LOT ARE A --____ __,J"'J'-.4'-'9'-"A"'C'-. _ TOTAL DISTURBED /,REA = 2. J66 AC (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SIT[ WORK INCLUDING PUBLIC IMPROV[M[NTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICL[ AND [QU/PM[NT STAGING AREAS, CONSTRUCTION WORK[R FOOT TRAFFIC, SOIL/GRA V[L PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOP[ KfYWA YS) TOTAL REPLACED IMP[RV/OUS AREA -2.266 AC TOTAL PROPOS[D IMPERVIOUS AREA -2.266 AC OAT[( f. HYDROSffDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT 15 PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE THE PERMAN[NT LANDSCAPING. UNTIL THE PROJECT 15 COMPLETED AND ALL BONDS RELEASED. Hofman Planning & Engineering 3152 Uonshead Avenue, Suite 1 Carlsbad, CA 92010 (760) 692-4100 www.hofmanplanning.com ~=='....=:==E:::::N=G:::::JN=E:::::E:::::R=J=NG=D=E=P=A=R=TM=E:::::N=T==~L_gj==::::: GRADING PLANS FOR: THE SHOPPES AT CARLSBAD PHASE 2 TITLE SHEET, NOTES APPROVED: ,/j J'. , 1 JASON S. GELDERT. '/ :7fJll shb,t CITY ENGINEER/ RCE 63912 EXPIRES 9/30/18 'DATE /1\ DATE INITIAL ENGINEER OF WORK REVISION DESGRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: BR •1:.Jt.1 I PROJECT NO. I DRA~NG NO. ~~ ~~~ . SOP 09-04 (A) . 479-SC ~ 0 I w Ul 0 0 D' / N CJ' C ·o 2 i 0 -~ I u 0 L Q_ / m ~ 0 m I C 0 "' C I I . ~ I -□] ""□ a ')o 3 -□ C o :i@ . _, jri ,, . iii > ~ :'l z ~ ;§~ i ':{I ... ('J □ i ("'"Cl ,-.'J rn ,i1 W· I ~ii 2 m I m ~ I I I , • L □ :a )::, ~ z Ci) 2 C ~ Cll m JJ CJ :a )::, § z Ci) z C ~ Cll m :a I □ :a i z Ci) z C ~ Cll m :a C ..a, ~ a~ ..a,~ N~ -~ l) . fl ·J / h ,ii ? . ,'/ J !/ / -, -! , - LEGEND DESCRIPTION \ \ ....;,--. EXISTING BOUNDARY EXISTING EASEMENT EXISTING RIGHT OF WAY EXISTING LOT LINE EXISTING BUILDING EXISTING SIDEWALK RAMP ' l;XISTING TREES AND BRUSH EXISTING CONTOUR EXISTING CROSSWALK EXISTING ROAD STRIPING _,,,-·· ' d:::J - ---------.-illl!ll-1 SHEET 4, 5, 12 I_ - - - - - - -I --- I I -SL SYIIBOL - ------ -----40 ---- -MARRON ROAD=- - EXISTING ROAD STRIPING EXISTING FIRE HYDRANT ASSY. EXISTING PUBLIC STREET LIGHT EXISTING PR/VA 1E STREET LIGHT EXISTING ELECTRICAL EQUIP. EXISTING WA 1ER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING GAS LINE EXISTING ELECTRICAL LINE EXISTING CURB EXISTING CURB & GUTTER EXISTING TRAFFIC SIGNAL EXISTING STREET SIGN ' ' I ! I I ....... ' lit~ ·:: ~ 0>----1,( ELEC~ ---s -G- w . ,,-~J--• -~--·----~-· \ ' LEGEND DESCRIPTION PROPOSED EASEMENT DRAINAGE DIRECTION W/ SLOPE PROPOSED CONTOUR SECTION LINE, SEE SHEET 7 SYMBOL 1.0% 0 n \l, a . ------40------ SECTION NO. SHEET NO I ■ INDEX MAP SCALE: 1" = 6D' I INDEX OF SHEETS SHEET 1: SHEET 2: SHEET J: SHEET 4: SHEET 5: SHEET 6-7 SHEET 8-9 SHEET 10 SHEET 11 SHEET 12 TITLE SHEET, LEGEND & NOTES INDEX MAP, ABBREV1A TIONS & LEGEND DETAILS DEMOLITION PLAN PAVING PLAN SURFACING PLAN PR/VA TE SEWER PLAN SWPPP COVER SHEET SWPPP NOTES & DETAILS EROSION CONTROL PLANS ABBREVIATIONS • SPOT ELEV. 37.56 FG • • CMU = CONCRETE MASONRY UNIT • FS = FINISHED SURFACE ELEVA T/ON (HARDSCAPE) • FG = FINISHED GRADE ELEVATION (PLANTING OR TURF) • FL = FLOWLINE ELEVATION (DRAINAGE COURSE) • RIM = RIM ELEVATION (STORM DRAIN) • TW = TOP OF WALL ELEVATION (RETAINING WALL) • TF = TOP OF FOOTING OF WALL (RETAINING WALL) • I.E. = INVERT ELEVATION (STORM DRAIN) • TC = TOP OF CURB ELEVATION • TB = TOP OF BANK ELEVATION • CASQA = CALIFORNIA STORM WA /ER QUALITY ASSOCIATION • GDF = CONTROL DENSITY FILL • GI = GREASE WATER • POC = POINT OF CONNECTION • PVT = PR/VA TE • FOG = FIRE DEPARTMENT CONNECTION • SDMH = STORM DRAIN MANHOLE • SDCO = STORM DRAIN CLEANDUT • SSMH = SANITARY SEWER MANHOLE • ACP = ASBESTOS CONCRETE PIPE • VCP = VITRIFIED CONCRETE PIPE • SSCO = SANITARY SEWER CLEANOUT • SSPOC = SANITARY SEWER POINT OF CONNECTION • RCP = REINFORCED CONCRETE PIPE • SD = STORM DRAIN • SS = SANITARY SEWER • TP = TOP OF PIPE • BP = BOTTOM OF PIPE • EX. = EXISTING • WTR = WATER • CF = CURB FACE • TYP = TYPICAL • G = GAS LINE "AS BUILT" I I RCE __ _ EXP, ___ _ REVIE\,IED BY, INSPECTOR DATE DATE f---+-----+-----------+---+--t---+-------i I SH2EET I CITY OF CARLSBAD ~2 ;;;;:;:;~,::;;;~~EN~G~I~N~EE::::R:::I::NG:::::::D:::E::P::AR:::::T::M::j~::NT==::::'....'.~===: GRADING PLANS FOR: I Hofman Planni~g & Engineering 3152 Lionshead Avenue, Carlsbad, CA 92010 (760) 692-4100 www.hofmanplanning.com DA lE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DAlE INITIAL CITY APPROVAL THE SHOPPES AT CARIS~AD PHASE 2 SHEET INDEX MAP & LEG~ND DWN BY: BR EJM CHKD BY: RVWD BY: PROJECT NO,: SDP 09-04 A DRAWING NO. 479-SC "' "' N c--- 0 N -----c--- N ----- .,_ 0 0 ~ -0 > 0 I N 0 I w VJ :::J 0 °' / N " V, 0 _c Q 0 C ,:) 0 L 0 I <l) V, ·0 w L Q / "' ~ <l) "' I C 0 Q / OJ C -~ 0 L -0 / <l) "' :, 0 Q'. / "' -~ 0 <l) 0 L [l_ 0 C ·c w w C CT C w / 2 I I "RIM" OR "re" ELEVA T/ON AS SHOWN ON PLANS 6" POLYETHYLENE ATRIUM GRATE WITH U. V. INHIBITORS. PVC RISER PIPE, LENGTH AS REQUIRED. · ELL Fl TT/NG ~ / ~ HOPE STORM DRAIN PIPE, SIZE "IN VERT" OR "FL" --,J °' --PER PLAN ( 4" MIN}. SLOPE PIPE ELEVATION AS SHOWN ;; \ 1% MINIMUM. ON PLANS'-Jc___L_ __ '~--\L_j--~ DETAIL 5: LANDSCAPE ATR1UM DRAIN NOT TO SCALE (SEE SHEET 8,9) RIM ELEVATION / PER PLANS , --r--·--··· l---'+--,1----+-----~ >< ~ 4"-18" "' - I.E. PER PLANS~ t [;) "' 1 6" MIN.J '(/) ADAPTERS CAN BE MOUNTED ON ANY ANGIE. OF.TAIL 3: PRIVATE STORM DRAIN INLET/CLEANOUT rlOT TOSl!:XIJ/E ~SHEET Mi}) ~ ~ CLEANOUT RIM ANO COVER, FLUSH IN PAVEMENT AREAS 7% MINIMUM SLOPE ' 6 PRIVATE STORM DRAIN CLEANOUT NOT TO SCALE (SEE SHEET 8,9} FINISH SURFACE A.C. PAVEMEN\ >-, ____ _,,2"'. o"''--'M-"'l-'-'N'-. _.., 5 ::, ~ ~ COLO ~ FINISH SURFACE J; PLANE, '5 /A.G. PAVEMENT ,,;70.10 MIN. ,t / A. C. 0 VERLA GRIND AND/OR OVERLAY DETAIL NOT TO SCALE (SEE SHEET 8, 9) INLET 24" DIA GRADE RINGS INLET NOTE: THE GREASE INTERCEPTOR SHALL BE SIZED USING THE CURRENT UNIFORM BUILDING CODE, SECTION 1014.J.6. THE MINIMUM SUBMITTAL SHALL BE THIS DOCUMENT OR MANUFACTURER CUT SHEET CONTAINING A-E IN REQUIREMENT 2. A '-+-++,H'e-) --_,_ __ ·. 24" CAST (;RON FRAME I ANO COVER -----,-~ 12" ,__ _ __,, ++ I '-._../J PLAN VIEW 12" SIDE VIEW • I 12" SEWER NOTES 1. ALL SEWER MAIN AND APPURT£NANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004, ANO THE STANDARD SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK) 2. THE CONTRACTOR SHALL OBTAINED AN EXCAVATION PERMIT FROM THE DIVISION OF !NDUSTR/AL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY BOARD. 3. BEFOPc ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER ANO SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM/ T SHALL BE REQUIRED. 5. TH[ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS, PRIOR TO THE BEGINNING OF CONSTRUCTION-TELEPHONE NO. (760) 4J8 3891. Hofman . ' Planning & Engineering 3152 Lionshead Avenue, Car1sbad, CA 92010 (760) 692-4100 www.hofmanplanning.oom RADE RINGS SEALED INSIDE OR OUTSIDE VARIABLE SAMPLE BOX 24" DIA. REQUIREMENTS: 1. SIZE AND LOCA T/ON OF INTERCEPTOR TO BE APPROVED PRIOR TO INSTALLATION. 2. INTERCEPTOR TO HAVE: A. SAMPLE BOX B. SANITARY TEE; INSIDE SAMPLE BOX, DISCHARGE SITE C. VENT 0. CLEANOUT PRIOR TO INTERNAL CONNECTION E. MANHOLE AT EACH INTERNAL BAFFLE TUBE -NO MORE THAN 10' BETWEEN MANHOLES. 3. INSPECTION OF INTERCEPTOR A. ALL CONNECTION TO INTERCEPTOR TO BE INSPECTED PRIOR TO BACKFILL. B. INTERCEPTOR TO BE FILLED WITH WATER PRIOR TO INSPECTION, PER MANUFACTURER INSTRUCTOR OR REQUEST. 4. ALL MANHOLES AND SAMPLE BOXES TO BE INSTALLED A MINIMUM OF r' ABOVE FINISH GRADE/PAVEMENT WITH A CONCRETE COLLAR A MINIMUM OF 18" AROUND ALL MANHOLE LIDS. LENGTH TO BE DETERMINED IN FIELD - OUTLET OUTLET VENT ( PER PLAN ',-, .. ,;-, ~-~----~ 12" CLEANOUT PER PLAN CALL Cl TY FOR INSPECTION OF LATERAL CONNECTION .: .. ·. :_ ·.,:. ·. ·.:. ·,_.·· ; SAMPLE BOX NOTE A: CAUTION!!!! GREASE INTERCEPTOR SEE SHEETS 8 & 9 FOR REFERENCE ONLY CONSTRUCT PER PLUMBING PLAN NOTE: 11 TANK PLAN VIEW NOT TO SCALE I,::.-· 1 PLAN VIEW r=:. 1 1 • :::::-:-,,, ~ . • . . . . • I END VIEW SAMPLE BOX j CONCRETE COLLAR DETAIL NO CUTTING OF ASBESTOS CEMENT (ACP) PIPE IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO · NEAREST COUPLING ANO INSTALL ACP X PVC ADAPTORS WITH THE NECESSARY PVC SIZE AND CLASS. INSTALL TEE AT THIS STATION, IF NECESSARY. FOR PUBLIC WATER IMPROVEMENT PLAN SEE IMPROVEMENT PLAN DRAWING NO. 479-58 NOTE ALL WORK IN EXISTING WATER LINE TO BE STARTED ONLY AFTER FIRE DEPARTMENT & CARLSBAD MUNICIPAL WATER DISTRICT PRIOR APPROVAL OF WATER SUPPLY SHUT-OFF. "AS BUILT" RCE __ _ EXP,____ DATE REVIE'w'ED BY• INSPECTOR DATE r---1-----+-----------+---+---t-----+---1 I s1ET I CITY OF CARLSBAD I sH1EE2Ts I ENGINEERING DEPARTMENT :=G::;R=AD;:IN~G..':::;:PLAN;:::;~S::F;:O;:::R:;::· ::::::::::::::::::::::::::::::::::::::::::::==:::::'....'==:::::: /1\ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL THE SHOPPES AT CARIBBAD PHASE 2 DETAILS APPROVED: / f J , £' 1 JASON S. GE~ERT 11, .. .,, ,I v1 / :;u/unt CITY EN<.NEER / RCE 6.3912 EXPIRES 9/30/18 DAlE DWN BY: BR;t.JM I PROJECT NO, I DRAWING NO. 2~ ~~; . SDP 09-04 (A) . 479-SC 0 N co r-----0 N ------0 N ------n 0 CT> , u __j ~ 0 I <( <'J 0 I w (f) =:i 0 (I' / N V ITT 0 ~ Q_ 0, C u 0 L CT> I V ITT u V L Q_ / "' ~ V "' I C 0 o_ / CT> C , 0 L -o / V "' ~ 0 (I' / "' ~ u ~ 0 L [L 0, C ·c V V . C 'CJ). C w / :,c . I □ :0 ~ 2 G) 2 C: s to m :0 f ' \ \ j ~ ~-- ~\ // ' \ -~----- 0 1 o· 20· 0 LINE -\ ' I X. STREET LIGHT TO REMAIN PROTECT-~. IN PLACE ---~ 40' SCALE 1" = 20' \ BO' • X. STREET LIGHT TO REMAIN PROTECT IN PLACE / "---____ ____, -----------------------.. ---"·--·-··----- -----\- EX. WALL TO BE REMOVED --__ \-_ * II '\_.X. STREET LIGHT \f.o REMAIN PROTECT IN PLACE \ Hofman Planning & Engineering 3152 Lionshead Avenue, Carlsbad, CA 92010 (760) 692-4100 www.hofmanplanning.com -~--\ ------\--- / X. STREET LIGHT TO REMAIN PROTECT IN PLACE \ \ EX. WALL TO BE REMOVED ' . STREET LIGHT REMAIN PROTECT LAC£ --\ \ \ \ l '' AS X. 10" ACP WATER TO REMAIN, PROTECT IN PLACE ------ \ \\ ---- \ \ ----···- \ \ \ I~ I_ ( \ / \ \ \ \ '· \ \ \ \ ◊ --\ \ -\ "-✓ \ _, BUIL TH RCE ___ EXP, ___ _ DATE REVIEIJED BY• INSPECTOR DATE l----+--+-----------+--+----1---1----I I SHfET I CITY OF CARLSBAD ~ !:;::::::::::=::'...:::==:EN:=G::l::NE::E:::R::IN::G::::D::E::PA::R:::::T::::M::E::NT::::::::=~L_gj==2~ GRADING PLANS FOR: DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL THE SHOPPES AT CARLSBAD PHASE 2 APPROVED: CITY ENGINEER DWN BY: BR CHKD BY: RVWD BY: DEMOLITION PLAN JASON s. GELDj:l~T St.f./1.P!T EXPIRES 9 30 18 1DATE PROJECT NO. DRAWING NO. SDP 09-04 A 479-SC f'- U) 0 f'- 0 '" '----f'- N ~ 0 0, 3 " 0 2 w 0 I -sj- 0 I w en :::) 0 0:: / N o•. C u 2 en I V . w u V L Q_ / w ~ V w I C • 0 Q_ /, cn, C ' 3 2 . u / V w ~ 0 0:: / w ~ u V ·o, L [L "" C ·c , V V C a, C w / :;, ' I ' c:J ll ' ~ . 2 Ci) 2 C: s OJ m ll ' ti ,.,::. ~ $, ~ ~~ CJIOJ 093 LIN£ LI L2 L2a L2b LJ L4 L4a L4b LS L6 L7 LB L9 LIO L11 L12 L13 L14 LIS L16 L17 LIB L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 [X. BUILDING LIN[ [X. ELECTRICAt EASEMENT [X. BUILDING LINE '"' [X. UPPER LEVEL BUILDING LIN£ VLOT LIN[ I ~ [X. LOWER L[V[L BUILDING LIN£ I I ,,., ~ 0:, -~ -.J 8 :.e I I I LIMITS OF NEW PAV£M£NT \ C\ ' . c.; -, -~---==- I \ \ \ 'I~~:-,...··-:.::::-.. · __ :. - ·'l!_ r ~.LI I I X. STREET LIGHT /LOT LIN[ ___ L. _____ J189'21'18"W .l_8~8_' __ , .. ,, CURB PER ... /}DETAIL DRAWING .. ·. ; NO. SDRSD G-1 =~~t"'n:"'ti"';';zt?~◊:IJ:fiUK -~~ I-. TO REMAIN PROTECT . ·IN PLAC£ I . ··----I ·•. I .. . .. i 1;>EX. 1 . . TFR [SMT / ! !'~:~~ 89bft .•. .. -=7 ; I ··-.. I 1··· •. ---------, ____ . ·-...,_" . .. .. lJ<. . -.--~-=--'iv' ~-··-=-,,----==---___ L " _ _) ~- ~ LINE TABLE LENGTH BEARING CURB TYP[ CURVE LENGTH 48.01' N00'38'42"E 6" G-1 Cl 31.42' 208.41' N89'21'18"W O" & 6" G-1 34.16' N89'21'18"W O" G-1 174.25' N89'21 '1 B"W 6" G-1 C2 24.67' 42.90' N61'04'52"W 6" G-1 CJ 48.02' 104.16' S70'38'42"W 0 & 6" G-1 C4 52.83' 75.66' S70'38' 42"W 6" G-1 cs 52.83' 28.50' S70'38'42"W O" G-1 C6 15.50' 20.97' N00'32'11 "W 6" G-1 Cl 5.72' 32.85' 571'22'13"[ 6" G-1 CB 3.76' 10.68' 500'38'42"W 6" G-1 C9 15.71' 16.80' N89'21'18"W 6" G-1 C10 2.71' 0.11' N01'17'55"[ 6" G-1 C11 6.72' 21.45' N53'01'17"E 6" G-1 C12 1 15.59' 10.29' 501'17'55"W 6" G-1 C13 7.91' 16.33' NSJ'OO'so"E 6" G-1 C14 7.85' 7.98' S01'17'55"W 6" G-1 C15 7.84' 20.72' N89'21 '18"W 6" G-1 C16 5.87' 24.23' N89'21 '18"W 6" G-1 C17 3.58' 7.43' N00'29'57"E 6" G-1 C18 11.61' 13.46' 567'26'49"E 6" G-1 C19 7.85' 5.00' N00'00'29"W 6" G-1 C20 12.51' 17.00' S67'41'33"E 6" G-1 C21 5.66' 1.09' S00'38'42"W 6" G-1 C22 24.97' 26.52' N61 '04'52"W 6" G-1 C23 6.42' 22.25' N88'54'02"E 6" G-1 C24 5.63' 11.61' S19'25'53"E 6" G-1 C25 3.72' 11.68' N20'47'57"W 6" G-1 C26 3.96' 11.22' S51 '45'03"W 6" G-1 C27 4.69' 11.35' N20'28'21 "W 6" G-1 C28 5.78' 13.32' ss1 •45'4s"w 6" G-1 C29 3.65' 5.09' S19'21'18"E 6" G-1 CJO 4.71' 49.JO' S19 '21'18"£ 6" G-1 C31 4.71' NOT USED CJ2 4.71' 26.52' S89'00'42"[ 6" G-1 C33 2.71' 40.08' S19'21'18"£ 6" G-1 C34 6.71' 24.87' S70'38'42"W 6" G-1 20.16' S70'38'42"W 6" G-1 46.02' S19'21 '/ 8"[ 6" G-1 NOT USED 25.63' N32'29'47"E 6" G-1 61.85' S19'21'18"E 6" G-1 . . . '••·--,·----.. ···-..• :--,,-..,""~-.. .. . . . -.. -.. . . '"··, . ·•. "[-. ""·-~ CURVE TABLE RADIUS DELTA CURB TYPE 20.00' 9ouo·oo· o• & 6" G-1 50.00' 28'16'26" 6" G-1 57.00' 48'16'26" 6" G-1 90.16' 33'34'29" 6" G-1 90.16' 33'34'29" 6" G-1 10.00' 88'49'07" 6" G-1 3.00' 109'09'57" 6" G-1 3.00' 71'46'12" 6" G-1 10.00' 90'00'00" 6" G-1 3.00' 51'43'23" 6" G-1 3.00' 128'17'05" 6" G-1 10.00· 89'20'47" 6" G-1 5.00' 90'39'13" 6" G-1 5.oo· 90'00'00" 6" G-1 5.00' 89'51'15" 6" G-1 .3.00' 112'03'/4" 6" G-1 J.oo· 68'20•15" 6" G-1 22.00· J0'14'J5" 6" G-1 J.oo· 149'58'54" 6" G-1 10.00' 71'40'04" 6" G-1 3.00' 108'06'27" 6" G-1 85.00' 16'49'44" 6" G-1 J.00' 122'41'45" 6" G-1 3.00' 107'26'59" 6" G-1 3.00' 71'07'02· 6" G-1 3.00' 7534'37• 6" G-1 3.00' 89'36'32" 6" G-1 3.00' 110'20'36" 6" G-1 3.00' 69'39'24" 6" G-1 3.00' 9o'Oo'oo· 6" G-1 3.00' 9ouo·oo· 6" G-1 3.00' 9ovo·oo· 6" G-1 3.00' 51'51'04" 6" G-1 J.00' 128'08'56" 6" G-1 0 X. STREET LIGHT TO REMAIN PROTECT IN Pi.ACE ■ 1 o· 20· 40' ,~ 1·'~-- \~----···-~~- SCALE 1'' = 20· ROP. CURB P[R DETAIL DRAWING __ _ NO. SDRSD G-1 - 80' X. STREET LIGHT TO REMAIN PROTECT IN PLACE --'~- LOT LINE EX. UPPER LEVEL BUILDING LINE PROP. CURB P£R DETAIL DRAWING NO. SDRSD G-1 PROP. CURB PER DETAIL DRAWING NO. SDRSD G-1 / X. STREET LIGHT TO REMAIN PROTECT L3 Q" -6" C \ ~NPLACE ROP. CURB PER ---·,-----DETAIL DRAWING NO. SDRSD G-1 1\il/ X. STREET LIGHT TO REMAIN PROTECT 'IN PLACE --7\ __ ~\_._ \ 7 Hofman Planning & Engineering 3152 Lionshead Avenue, Carlsbad, CA 92010 (760) 692-4100 www.hofmanplanning.com \ -------\---- / X. STREET LIGHT / (TO REMAIN PROTECT \ IN PLACE \ ' '· ~ /1\ DATE INITIAL ' \ ENGINEER OF WORK REVISION DESCRIPTION • ··, ) LIMITS OF NEW PA VEMENl_ ____ .1 . ROP. CURB PER DETAIL DRAWING NO. SDRSD G-1 EX. ELECTRICA,.-.._:---. EASEMENT LIM/ TS OF NEW PAVEMENT _y< \ ~X. STREET LIGHT TO REMAIN PROTECT IN PLACE \ _\\ \ \ X. STREET LIGHT TO REMAIN PROT£CT IN PLACE \ \ (' \ \ ' --, X. STREET LIGHT 1(1 PLACE --\\ I --------------· \ \ •,~ -----\ -·"' f /,,. --\\_-:,)~,-: .... · \ "AS BUILT" RCE EXP. DATE REVIE\,/ED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD uLJ ENGINEERING DEPARTMENT 2 GRADING PLANS FOR: THE SHOPPES AT CARISBAD PHASE 2 PAVING & HORIZONTAL CONTROL PLAN APPROVED:d '!) ~ ,_ JASON S. GE~iir J 5 I '2/)J CITY ENGINEER,. RCE 63912 EXPIRES 9 /30 /18 ' IJAlE fi5WN BY: BR/ t.JM DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 09-04 (A) 479-SC 0, 3 u G z :;;: CL I "' 0 I w 1/l C) 0 Q" / \ N . .. V " 0 L Q. 0, . C u 2 CJ' I V " u t . 0. / " ~ V " C 0 I 0. / en C . • 0 ~-u / V " ~ Q cc /. 00 0 V "i5' L CL 1: I en l;; I~~ □ :0 mo ~ ~□□ ~~c '"~ ~~ ij ~ z ~ . ~~ Ci) 1~z ~e~ 2 i~:r: C "' m ~ s: ; ~-rn m ~,: OJ 1~2 m z JJ m l 00 Q ,, ! I I I I I I I I ,~ C ';] ~ "0 0, ,1 C 0 ~,c arr ~ 0 ;! ~ 00 ~ m :u • ..... . ,, • :'jz ~ ~ ~~ I\) ~ &-I ~ ~ ~□ ~ "U i gtfll I ~1i m z :0 rn I ~ I /EX. GAS L _LINE --G-- f w ■ 0 5' I I I I I I I 7- 1 I I __ [ - I 1 o' I I I I I I I. I 20' I SCALE 1" ~ 7D' EX. LIGHT TO BE'----::J:::!sl;iiJ RELOCATED INTO >--..;;:~;L 1--- ! EXISTING BUILDING FF = 46.34 ISLAND -=·:- 1 I I I EX. 10" ACP WATER·-- LINE PER D WG. NO. 805-3 'I ii 40' PROPOSED SSMH P, CITY OF CARLSJMD s TD DWG. NO. 1/' SEE SHEET 8 NOTE: 1. SEE SHEET NO. 8, 9 FOR PROPOSED PRIVATE STORM DRAIN AND SANITARY SEWER PLAN. 2. SEE IMPROVEMENT PLAN owe NO. 479-5B FOR PROPOSED WATER IMPROVEMENT PLAN. JS!}§) ftS ------.....,_ ~--._: ·-~ ---PROPOSED 8" PVC ------- PR/VA TE ·SEWER SEE SHEET 8 & 9 /~ / ill!m JFS Hofman Planning & Engineering ·3152 Lionshead Avenue, Carlsbad, CA 92010 (760) 692-4100 www.hofmanplanning.com EXIST/ NG BUILDING FF = 46.34 \------------------- EX. 5" AREA rf/· 5" AREA DRAIN .I DRAIN \ \ ,\, . EX. UPPER LEVEL 1 \BU/LOIN~ LINEY\ __ _..,. \ \ . . ., ·r \ EX. 3" AREA ·, \ DRAIN -1 \ 1,--- ' \ \ . ' \ "AS BUILT" RCE __ _ EXP,----DATE REVIE'JED BY, INSPECTOR DATE \ ~ CITY OF CARLSBAD ~ l------11---+---------------1----+--t------t-----1 ~~::::::::::;:;;~::::;:;:::::;:;.;E;:::NG;;l;;N;:EE::R:::::I:::NG:::::::D:::E::::P:::AR::::T::::M:::E::::N::::T==:'..cL!_U::::::=2::::::; 1-----11-----1-----------------t---i---t------t---i GRADING PLANS FOR: DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL THE SHOPPES AT CARLSBAD PHASE 2 INI H SURF ACE PLAN APPROVED: OWN BY: BR EJM PROJECT NO. DRAWING ND. CHKD BY: RVWD BY: SDP 09-04 A 479-SC D :JJ i 2 (j) 2 C ~ OJ m :JJ D :JJ i 2 (j) 2 C ~ OJ m :JJ ? 20' '•• SCALE 1" = 10' EXISTING BUILDING FF = 46.34 NOTE: 1. SEE SHEET NO. 8, 9 FOR PROPOSED PRIVATE SEWER PLAN 2. SEE IMPROVEMENT PLAN DWG NO. 479-58 FOR PROPOSED. PUBLIC WATER IMPROVEMENT PLAN. 1---+--+----1---+--+---U ' 1---+----l'--P, I ROPOSED TRENCH 7 DRAIN SEE PLUMBING , PLAN ' PROPOSED GREASE TRAP SEE SHEET 8 l.----+--l----1------ i--+----+-----+--l--+-1-1 I -- 1 > □ / [[] ' I ', ' i I [[] I () , _ __/ -- + m -0 N "-" N "-+ 0 a, ~ " z --:5 (L w ~ ll'. :::, VJ :c <fl uj z LL I " 0 I w (f) :::, 0 ll'. / N V "' 0 FOR INFORMA TTON --ONL y SEE PLUMBING PLAN .. --JC• Q_ [ EX, STREET LIGHT TO REMAIN,PROTECT --\ ,. IN PLACE ·( '1/ ) -/'·--<····--- \ \ r I . . . "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEl,IED BY• /,----------I INSPECTOR DATE ( E==t==t================~~=~~=3==3==11 SH;ET I CITY OF CARLSBAD ~ ~~~~f,ii~EN:::G~l~N~EE::R::l::NG=D=E~P~AR~T~M~E~N~T==~L_gj=~2::::! r--Biiiiiiiiiiiiiii,---;----;-----::-----------t=J==t===-----------=~==t==t==r=j [GRADING PLANS FOR: Hofman t==t==t-------+==+==r==t=j THE sHoPPEs AT cARISBAD PHASE 2 Planning & Engineering 3152 Lionshead Avenue Carlsbad, CA 92010 ' (760) 692-4100 www.hofmanplanning.com FINISH SURF ACE PLAN E===f==jt======================~==3E===f====f==3 APPROVED: d ,fl 11 -IH-JASON s. GELDE;RT t==1===l21':i~-------------+==+==~==t=j ,I $1..!.f..??J} ~D~A~TEd~1~Nl~TIA~Lj11~'--=-----------~r::;~~~~+:=::=t=j ;;C~ITY~E~NG?l~NElERfF~ /R¥iC~E~6=3=91~2~~~EX~P~IR~E~S ~9~/;JQ~l~l18~~D~A~1ES::~ ENGINEER o~ WORK REVISION DE DATE INITIAL DATE INITIAL I OWN BY: BR;r:.JM PROJECT NO. R ' SCRIPTION CHKD BY: D AWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 09-04 (A) 479-SC a, C " 0 L a, I V "' 0 1' Q_ / "' ~ V m I C 0 ', ----' ----- - ~ ~ 8 Cl " "' )J 0 0 )::, C ~ • 2 G) 2 C s:: DJ m JJ 1,o.----1 EX. BUILD/NC----,, LINE ~ \ ~ EX. roe TO BE REMOVED PER IMPROVEMENT PLAN I I LOT LINE /EX. GAS L LINE -··----G EX STUBOUT (IE=37.34) JO" SD EX. 10" S PER 805-3 CONSTRUCTION NOTES: (j) CONNECT TO EXISTING 18' RCP SD WITH CONCRETE LUG PER DETAIL NO. SORSO 0-63 ·0 0 © ® ® 0 ® ® @ ® PROPOSED 8" CLEANOUT PER WATER TIGHT CAP SEE DETAIL 2 PROPOSED 6" PVC SOR 35 STORM DRAIN PROPOSED 8"-72" POINT OF CONNECTION SEE PLUMBING PLAN FOR CONTINUATION EX. 5" AREA DRAIN TO BE REPLACED PER PLUMBING PLAN PROPOSED 8" PVC SOR 35 @ 1% SLOPE PROPOSED J" X 12" UNDER DRAIN PER PLUMBING PLAN PROPOSED J" X 5" UNDER DRAIN PER PLUMBING PLAN . PROPOSED SEWER ~A TERAL PER CITY OF CARLSBAD STANDRAD ORA WING NO. S-7 PROPOSED FH ASSEMBLY PER DWG 479-58 FUTURE ELECTRICAL VAULT PER SDG&E EXISTING BUILDING FF-46.34 EXISTING UNDER GROUND LEVEL @ PROPOSED 750 GALLONS GREASE INTERCEPTOR PER PLUMBING PLAN @ PROPOSED 2000 GALLONS GREASE INTERCEPTOR PER PLUMBING PLAN @ PROPOSED 4" PVC VENT PROPOSED J" PVC VENT PROPOSED WATER METER PER DWG 475-58 @ PROPOSED FDC & DCDA PER DWG 475-58 SCALE: 1"·= 20' Hofman Planning & Engineering 3152 Lionshead Avenue, Carlsbad, CA 92010 (760) 692-4100 www.hofmanplanning.com ii 4+00 0 10' 20· . i , 55 1,./>,. 5-7 .so 40' SCALE I" = 20' 36 21 IKPdW ~""'SlJ -·,ll 3000 .W,, 'iC, ', <"\ B p\/C'/IG v" . ® ROI' ·R p£R O '<: 1,./>,.I•~ l '/Ir,,.'\£ -s-- ' A /\ I \ / / ... , 5+00 80' \ -\ \ \ \ 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY• INSPECTOR DATE l----+--+-----------+-----l---1---1----I I SH8EET I CITY OF CARLSBAD ~ ;:;;;:;:;;~,.'.::;:;;::::;;:::;E=NG;;:::I::::N;::EE:::R::I::NG:::::::D::E::P::AR::T::M::E::N::T==~L_gj==2~ GRADING PLANS FOR: DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL THE SHOPPES AT CARlSBAD PHASE 2 APPROVED: DWN BY: BR CHKD BY: RVWD BY: JM PROJECT NO. DRAWING NO. SDP 09-04 A 479-SC V m, 0 L Q cn C ·c V V C en C w / 2 J__ 7 i ' 1 ' ' i I I ! -I --; I I . --· ·- ' •----1---+--~-->----,---'-+----+!-f--1c· ----,-+-. ----<--<-: -+->--->--:,~,~-"~'----l--.j.:----J---+ ·:-+-----!•--+-'--1 -+- 1 --I--:-+--''--+--• ----~----·>- 1 -'-'----'------'--: -+-;; ~•-!-1--+-:-:~ ~~--+-··~ ····:---+-·-+j---+---: ,-· ·•..,·f-+;-1-!!>--+-: -f---l·--+-'.-+-l -~--;--:1--+-+:------1-:-+-~•------1_ --~--------~ = -···-·,·--i ... -'c.: -+-----,_ _ _,• _'_,_;_<---"• -1-:--a 1 -:-+--:--s--J ---+:-f-+; _, _ _,_; _, _ _,_; ---+-C'~ ~ l~--1----1-'. _,_--_--_-__ ---_-1, _:: ir:; : --'_,__; -+--_-:, __ 7 _ i __ ,_ , : ~ 9----, : 1 l -: ~ J c:3 ~ rt ~ 1 1 I i 1 ·· l I , ·-1 , . t I , •1 i • -·: 1 ----I 1 ·: , ! , 6 ~ ~ d 1 : 44 1 1 r -f-+------+--t-----'-+--f----y-=le-x. 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L ' I ' ' T 1--1--I : ;_ .. . ,, : ! ! : I ! ] -i i 1 1 !, •1 1 -------T--... , I _ , ; 11 i ·--·: I l 11 11' : !,. -·]r--, ··-i ----~---1 : J ·-:--:----; 11 : i ----.. f-~~ ~~---....... ,,-------~------___ --~'-+--~~-O-__J__l...l_l_c__L_ __ a __________________ l_ _____ ! ______ : --'---: _ ----"-L_ __ .c____J__ --~--~~i~--+--~-~i_,-~i __ -/-+-~~~>-~i1~_c' ~-~•~-'+-+---~_..:. ____ ._.JI _ _;_-'-· ___ _._J_!,__,L ___ ,_ ___ I,_ _______ J. ___ J.. _________ ' ·'----~---_-1---~l ____ , ___ 1 ·----"-----~~-________ ,__a_+--~~~-·---·----· ___ :__ _________________ ) .. : _ .l--------------· .. ! .......... _, ____ .. __ I _____ _ CONSTRUCTION NOTES: (f) CONNECT TO EXISTING 18" RCP SD WITH CONCRETE LUG PER DETAIL NO, SDRSD 0-6-J © ® 0 PROPOSED a• CLEANOUT PER WATER TIGHT CAP SEE DETAIL 2 PROPOSED 8" -12" POINT OF' CONNECTION SEE PLUMBING PLAN F'OR CONTINUATION PROPOSED 8" PVC SOR -J5 @ 1% SLOPE PROPOSED -J" X 12" UNDER DRAIN PER PLUMBiNG PLAN @ PROPOSED 750 GALLONS GREASE INTERCEPTOR PER PLUMBING PLAN I J • 1/ 0 ~ ' II 10' 20' 40' SCALE 20' . I SPECIAL CONSTRUCTION NOTE: ** PRELIMINARY FIELD INVEST/GA T/ONS IND/CA TE WA T[R LINES IN THIS AREA MAY NOT BE IN THEIR RECORD POSITION, CONTRACTOR MUST LOCATE AND UNCOVER WA T[R LINE AND ELECTRIC LINE ACROSS THE AREA OF THESE 3 PLANTERS AT LEAST TWO WEEKS PRIOR TO ANY NEW IMPROVEMENTS TO INSURE THERE IS SUFFICIENT AREA IN TH£ 3 PLANTERS TO ACCOMMODATE PROPOSED PALM TREES AS SHOWN ON THE PROPOSED LANDSCAPE AND /RR/GA TION PLAN. 80' ' I "AS BUILT" RCE __ _ EXP,----DATE REVIEWED BY, SCALE: 1" = 20' INSPECTOR DATE l-------+--+-----------l-----l------+---l---l I SH9EET I CITY OF CARLSBAD ~2 ~==~=:::::E:::N:::G:::IN:::E:::E'::R:::IN:::G::::::D::E:::P::::A:::::RT:::::M:::E:::N::::T===-:L!_U:::::::::::::::: GRADING PLANS FOR: www.hofmanplanning.com f\ ~ \ . if'u ----,,----,-------------, 1------f~--+----------+------1----1---+-------1 1\'>l'\5~ Hofman· I <iJ.,:, IJc--,1---'!\ ,-f:,-l.!, <'JJ / J Cil ~ l 11'2- ' iii -.".' c ~P 1;{; Planning & Engineering l or, I r1t J Q,i,17 *~ ~~, h.i v,,._~V, ~ 3152 Lionshead Avenue, I !/"~' or CALI~~ Carlsbad, CA 92010 ~ ~ (760) 692-4100 ' THE SHOPPES AT CARLSBAD PHASE 2 :PRIVATE SEWER PLAN APPROVED: /j 11/' ,{; JASON S. G~~~~~'Z: OTY ENGINEER ✓RCE 63912 EXPIRES 9/30/18 ATE /1\ DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DAlE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: BR/t:.JM PROJECT NO, ORA WING NO, 2~ ~r SDP 09-04 (A) 479-SC r-- 0 N '---r--N '---,,,_ 0 en s u 0:: . 3: IJl °' C L V V C en C w / :::, • CD 0 .... ..I, "' Cl JJ ~ 2 Gl 2 C: s:: co m JJ I ~ ens:: nm JJ L_ CITY OF OCEANSIDE --,~~-,,- ' I STORM WATER POLLUTION PREVENTION NOTES TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) SW 16--401 78 GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· CRYSTA CAMPBELL FROM: AT (TEL.NO.) _____ _ 2. DE';ICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION. CONTROL DE';ICES 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 OPERA T/ONS OR UNFORSEEN C/RCUM,STANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDW WATERS CREA TE 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 DE';ICES 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 J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES All BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADE.QUA TE PERIMETER PRDTEC710N BMPs MUST BE /NSTAlLm AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TD PRO';IDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. ADEOUA TE SW/MENT 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 NEEDm TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA 7/0N OR ESTABLISHED VEGETATION STABILIZATION 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 POR710NS 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-DA Y NATIONAL WEATHER SER';ICE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAP AB/LI TY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE O~ER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP M1 TE.RIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. . 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT TflE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. ' . IT MAY BE NECESSARY TO DEPLOY EROSION 1ND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED 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 MA TE.RIALS IN A PROMPT MANNER IS l/fll. 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 CREA TER OF A RAIN mTHtN A THREE (3) DA~ FORECAST, THE INSPECTOR mu VERIFY THAT BMPs ARE ADE.QUA TEL Y STOCKPILED. BMPs MUST BE STOCKPILED AND READY FDR DEPLOYMENT WHEN THERE IS 50% CHANCE or RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. . 19. ALL TREATMENT A/:ID EROSION CONTROL BMPs MUST BE INSPECTED WEE.KL Y AND PRIOR TO A FORECASTEO RAIN EVENT OF CREA TER THAN 50%; AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SER';ICED AS NEEDED THROUGHOUT THE YEAR. : 20. IF SELECTED BMP 'FAILS OUR/NG A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED mTH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGEREDAC11ONPLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORE.CASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SER';ICE}, IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, ANO MATERIALS POLLU710N CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITA T/ON IS PREDICTED (40% CHANCE or RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PREC/P/TA TION. 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 HA VE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEG[TA T/ON STAB/LIZA 7/0N BMPS AS DETERMINED BY THE CITY or CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEA !HER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF 'WEATHER TRIGGERED BMPS''. EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA TIONS AND THE FOLL OWING: A HYOROSEEDING SHALL BE APPLIED. TO: I ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET DR MORE IN HEIGHT AND ADJACENT TO 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 (CONSTRUC710N OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: . . C D E I ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND Tl-IA T ARE.· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND WA TE.RING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TE.RED BY A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PRO';ID/NG 100% COVERAGE. 2 AREAS SLOPW LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEW/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PRO';IDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I 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. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE or ACHILLE.A MILLEFOLIA e. Jibs PER ACRE OF ALYSSUM (CARPET OF SNOW) t 1/2 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 BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. ,: ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. . j NON-PHYTD-TOX/C WETTING AGENTS MAY BE ADDW TD THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING or AMMONIUM PHOSPHATE SULFA TE, 16-20-D WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING: l ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER Tl-IA T ARE SUFFICIENT/. Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING . CONDITIONS EXIST.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PR0';10E A DAMP Bl T NOT SA TIJRA TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDW ';?ABLE CONDlnONS FDR GROWTH. HYDROSEEO/NG AREAS SHALL BE MAINTAINED TO PROVIDE A ';1GOROUS GROWTH UNTIL THE PROJECT IS PERMANENT/. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE-PROJECT IS COMPLETED ANO ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDEO WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOULD GERM/NA 7/0N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER I, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TllNG MA TE.RIAL APPROVED 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 OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE Tl-IA T ALL CONTRACTORS SHALL COORD/NA TE THE WORK or THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. PRO.ECT SfTE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Eimbl Canln,I n.:tct,g MJIIS.im,.,.. iS K'allt ~<MJ Al I 1111 8ilR Sedl,a, Can1n,18AFI Canln,IBAl's .,,..,.,SAlfs iii P'aMrll! Canln,I BAl's ' <: f,., -<: <: :8 -I'> B :8 iii E -<: <: iii ] " 0, 0 <: " " <: "' ,\J <: u u <: ~ .,?> E " <: E .e --0 h-, 2 2 .e 9-0, E 0 <: 0 0 ~ i:: E .s -9-<: " 0 ., h--1; ::,; I'> "' ,9-0, -~ ~ ---.s ~ :, ,9-0, 8 t, 0, -., "' ., g ~ .c: :, l o~ 0, <: " [;l-g-,; ,E <: G :, ·§ .SQ ~ 0 "' Best "8nBgement Praclic8. ., ~ .,; O"i5 a:, al-i:: <: "' 0 ~ ., 0-.;r <: ,g _ <: g 0, "' 8~ ~- <: 0 -"' ., i{l "' 0 ,; u -"' Lw " :, " ~ ij .s ~ " 0 co "' "Q "' ,g <,_) .\l "' ::,; <: ., <: C (BMP} Dllmfpltoo ➔ 0, ~~ "' ""' ~ 0, 0 <: ~] <: ~ a ::::, ~ -., "' " " ~ 1l a 0 ., J;.5: ~~ § ~ ~g "' :§ " "" :, ~ u -0 •~Q " ,. 0~ ., 2 0 " ~~ " E §! " cc a a:, 0, ct " -::,; b c::, cc h-E f " 0 " ~ ai -.g ~ 0 " -~ "" 'o .g " -5 <n ~ ~ ., <>: 0 ·"' "' ~~ o,'..i:: ~-!:: ., ., !ii-S 0 ·-.§ ~ ,g ~ !3 :g ·-0, % 0, ~ 0, 0 "Q =e-~ u " ts " :, §_ ·-" 0 . ucc u~ ~ b tu e lb " .,-~ --2 g-~ " :, :s 5, -g 0 " u -~ ~ 1£0 ·-cc u " " " -"Q 0 O 0 .c: q)•IQ } a 0 -"Q ., " ~ ~u <: ~J: oe -.c: ·-8 8 -., ~o -0 ~ i§ --cc .... cc u bi.;_~ " ~ t..~r.5 ~ 17, <'l 6 ~ :§; ~ -a ci: & a ~ ~~ 0"' ~ 0 -0 -oo 0 0 "' <.,:, Vj "' cc "' <>: 3:Q Q = ::,, ~ ::,, "' ::,, "' "' ::,; :t: ::,, G4B(MD Lab•➔ ... " "" 0) a -"' " C, "' "' " "" C, "' "' ... -"' "' ' "1 <o -"' ---... "1 <o "" --------G ~ ~ ~ ~ ~ ~ ~ ~ I I I ~ ~ I I I I I I I I J, I I I ~ I I I .I I I bi bl bi bi bi g,:: g,:: "' "' "' "' "' ~ "' i i i l i i CcllRucfcrl~ Lu <! <! <! <! <! <! <! I)< Gradina/Soil Disturbance ,/ v" ,/ Trenchina /Excavation StockoilinQ Dril/inn IBorina Concrete/Asphalt Sawcuttina Concrete Flatwork Paving Conduit/Pioe_ lnsta//ation Stucco/Mortar. Work Waste Disoosa/ Staainn A av Down Area Enuinment Maintenance and Fue/inn Hazardous Substance Use/Storaoe Dewaterina Site Access Across Dirt Cleared Areas ,,., ✓ ✓ ✓ ✓ ✓ Flat Pad Graded Areas ✓ ,/ ✓ ✓ ,/ ,/ \/· Graded Slone Areas I) Trenchina Excavations ✓ V IV' ,/ v' I) Drainage Flows Off Site \/ ✓ ✓ ✓ ✓ ✓ ✓ Drainaae At Toe Of Slooe Site Access Point IV V Sfacina Area Access Pain ts V Maintanance Access Road To Bmo 's ✓ I) Landscaoina & lrriaation 1,.., V IV IV Concrete Work 1,.., ✓ IV \/ Iv' Iv' Iv' V IV V Pavina ,/ I,/ 1,.., V V IV V Iv' Iv' Iv' V IV V [>< Solid Waste Handling Including Trash And ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Debris Removal Instructions: 1. Check the box to the left of a/1 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 Stormwater 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 ond details of the chosen BMPs and how to apply them to the project. LEGEND ,- DESCRIPTION EC-10, VELOCITY DISS/PA TION SE-I, SILT FENCE SE-5, FIBER ROLL SE-6, GRAVEL BAG TR-1, STABILIZED CONSTRUCTION ENTRANCE SYMBOL -* iaii11111111~ NS-8 OWNER'S CBR1'1Ji1CATION: I UNDERSTAND AND ACKNOWLEDGE Tl-IA T I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs} DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A V0/0 THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, CDMPL Y WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACT/V/7/ES UN71L THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. JOSHUA GOLDMAN : ., -"' o~ 3: i; " E -" ~ 0, U 0 cc cc 0 0 u::,, "" I i . \/ \/ ✓ PACIFIC OCEAN AV CITY OF ENCINITAS CITY OF VISTA o'>'l '1' CITY OF ~--\U SAN MARCOS VICINITY MAP APN: 156-209-09, 24 S11BADDRESS: 2525 [L CAMINO REAL CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE 2.J66 AC (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUC11ONTHREAT: CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX): 181 HIGH □ MEDIUM OWNERIAPPUCANT: NAME: ROUS[ PROPERTIES C/0 JOSHUA GOLDMAN ADDRESS: 2525 EL CAMINO REAL CARLSBAD, CA 92008 TELEPHONE: 214-660-52J2 X 215232 joshua.goldman@rouseproperties.com EMERGENCY CONTACT: NAME: CRYSTA CAMPBELL ADDRESS: 2525 EL CAMINO REAL, CARLSBAD, CA 92008 N TI u w 0 I w V) C) () et: / N ill en 0 .c (l u 0 L O> I Q) "' u ill L 0. / "' ~ Q) "' I C NS-8, VEHICLE AND EQUIPMENT CLEANING NS-9, VEHICLE AND EQUIPMENT FUELING NS-ID, VEHICLE AND EQUIPMENT MAINTENANCE WM-1, MATERIAL DELIVERY AND STORAGE NS-9 NS-10 WM-1 WM-2 WM-5 (PRINT} DATE ~ TELEPHONE: 760 712 3602 {EXT. 613602) WM-2, MATERIAL USE WM-5, SOLID WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT 8/0RETENT/ON BASIN CONCRETE BROW DITCH WM-9 0000000000000000000 0000000000000000000 0000000000000000000 ¢::::::i ¢::::::i x~7 ~------------------11' ~----------------~ur] CITY OF CARLSBAD ISHEETSI ~ NAME OF PREPARER: BRIAN C. REGAN RCE QUALIFICATION OF PREPARER-· --~PE~C~35~34~3 __ _ ADDRESS: 3152 Uonshead Avenue, Suite 1 Carlsbad, CA 92010 . ENGINEERING DEPARTMENT 12 ,;; Cl'l'Y STORK WATER POLLUTION PREVENTION PLAN (S11PPP) TIER2 THESHOPPESATCARiaADPHASE2 COVER SHEET "' => 0 et: / en ~ u ill ·o ,_ Q_ O> .. \ . . □ :0 ~ 2 G) 2 C -~ [lJ m :D □ :0 i 2 G) 2 C ~ [lJ m :D . I HYDROSEED MIX BOTANICAL NAME COMMON NAME RATE LBS/ACRE MINX PURE/GERM ACMISPON GLABER DEEFiWFED ARTEMIS/A CALIFORNICA CAL/FORNI~ SAGEBRUSH DEINANDRA FASC/CULATA FASCICLED TARPLANT ENGEL/A CAL/FORNICA CALIFORNIA ENCELIA ERIOGONUM FASCICULATVM CALIFORNIA BUCKWHfA T ER/OPHYLLUM CONFERTTFLOR'JM GOLDEN-YARROW EUCRYPTA CHRYSANTHEMIFOLIA COMMON EUCRYPTA HETEROTHECA GRAND/FLORA TELEGRAPH f\fED SAL v1A MELL/FERA BLACK SAGE STTPA PULCHl<A PURPLE NEEDLEGRASS TOTAL POUNDS PER ACRE THE FOLLOWING MATERIALS SHALL BE IN Tel£ MIX MULCH -CONWEB ABER 2,200 LBS/ACRE BINDER -TERRA TAC /3 150 LBS/ACRE FERTTUZER 16-20-0 400 LBS/ACRE NOTE FOR PERMANENT HYDROSEED AND LANDSCAPING, SEE LANDSCAPE PLANS 1.5 4 J J 2 4 2 1 2 6 28.5 I. SET POSTS AND [XCA VA TE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 95/80 15/60 20/80 40/60 50/20 J0/70 40/70 40/50 70/50 90/80 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND [X;END IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE [XCA VA TED SOIL. 11 -:-.-- I ~r =;LJJ;;~,~ SILT FENCE NO SCALE 12• MAX•-=c...- BFTWEEN NAILS ~OST STAPLE" A THE ISOMETRIC VIEW JOINING ADJACENT SECTIONS OF'l'm'ILE SUPPORf FRAME OST CONSTRI/CVON SPECIFICA1IONS· SECTION A-A 1. USE NOMINAL 2" X 4 • LUMBER. MASTIC SEAL 0 ATHE OV[N SLIT FILM GEOTXT/LE - SILT FENCE OVEN SLIT FILM GEOTXTILE ASTIC SEAL 2. USE WOVEN SLIT FILM GEOTEXTILE, AS SPECIFIED IN SECTTON H-1 MATERIALS. J. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE G[OTEXTTLE US[O MEETS THE REQUIREMENTS IN S[CTTON H-1 MATERIALS. 4. SPACE UPRIGHT SUPPORTS NO MORE THAN 10 FT. APART. 5. PROVIDE A TWO FOOT OPENING BETWEEN [VERY SET OF SUPPORTS AND PLACE STONE IN THE OPENING OVER GEOTEXTILE. 6. KEEP SILT F[NCE TAUT AND SECURELY STAPLE TO THE UPSLOPE SIDE OF UPRIGHTS SUPPORTS. 7. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, FOLD, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. ATTACH LA THE. 8. PROVIDE A MASTIC SEAL BETWEEN PAVEMENT, GEOTEXTILE, AND 2x4 TO PREVENT SEDIMENT-LADEN WATER FROM ESCAPING B[NEA TH SILT FENCE INSTALLATION. · 9. SEGUR[ BOAROS TO PREVENT WITH 400 5 INCH MINIMUM LENGTH NAILS. 10. REMO\'£ ACCUMULATED SEDIMENT AND DEBRIS !',!-/EN BULGES DEVELOP IN SILT FENCE OR !',!-/EN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. MAINTAIN WATER TIGHT SEAL ALONG BOTTOM. REPLACE S WNE IF DISPLACED. OPTION 1 --------- CONSTRUCTION BMP [C-1, SCHEDULING [C-3, STANDARD HYDR!-.ULIC MULCH (SM) SE-I. SILT FENCE SE -5, FIBER ROLLS SE-7, STREET SWEEPING AND VACUUMING SE-10, STORM DRAIN INLET PROTECTION WE-/, WINO EROSION CONTROL TC-1, STABILIZED CONSTRUCTION ENTRANCE NS-1, WATER CONSERVATION PRACTICES NS-6, ILLICiT CONNECTION/DISCHARGE WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MA TERI AL USE WM-J, STOCKPILE MANAGEMENT WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WAST[ MANAGEMENT EQUIPMENT PARKING.ANO REFUELING AREA PLAN BMP's SYMBOL [APPLIES TO EN TIRE SI TE l ( r'\P?LIES TO STOCKPlLE J --e-----e---e- C(JJJJ:JjJJ,XX'(J;fjJ) [ APPLIES TO ENTIRE SITE l □ r APPUES TO ENTIRE SITE 1 [APPIIES TO ENTIRE SITE l [ APPLIES TO C:NT!RE ~ I Ar'f~UES TO ENTIRE SITE l C~PPucs TU CNTIRE SITE] FuEs ro ENTIRE SITE) 1 3 BAGS HIGH J" ~-.,,----- II II II 1.---- GRA vH BAG INTERVAL PER TABLE ii' BELOW . SECTION 'Z'-'Z' PLACE ON£ BAG------ BEYOND q;_ (TYP.) RW 0 -----."" q;_ SEE INLET PROTECTlON ~ ABO·=-VE=-=-=-----=--===::l·~l==l~~==""r-= TABIE :4' R/W STREE! GRAVEL BAG NO OF BAG' GRA J,fi BAGS (2 BAG HIGH) SLOPE(%) INTERVAL LAYERS t 0-4% 4-/0% PARKING PARKING 100' 3 50' 3 STREET GRAVEL BAGGING DETAIL 2" TUBULAR GI PIPE @ 10' Ml OC a c--i NO SCALE HAIN LINK FENCE WOVEN SILT FILM GEOTXTILE SILT FENCE GRAVEL BAGS WORKING AREA 12" MASTIC SEAL . . .. OPTION 2 2" TUBULAR GI PIPE@ 10' MIN. OC. GRA VEt BAGS 12" MAST/ S[AL HAIN LINK FENG£ WOVEN SILT FILM GEOTXTILE SILT FENCE WORKING AREA 2"X4" NAILED TO ASPHALT 4' QC OPTION 3 \ -------- ri/W ol _ _J R/W TEMPORARY DESIL TING AT INLEJS IN SUMP CONDmON 6 GRAVEL BAG- NO SCALE i -FILTER FABRIC STAND PIPE 6" ABOVE ROUGH GRADING ROUGH GRAD/NO oc~~~□::7 NOTE: CONTRACTOR TO PROWDE STAND PIPE PER ABOVE DETAIL ON ALL AREA DRAINS SHOWN ON SHEET 4. AREA DRAIN NO SCALE NOTE: 12" MIN. UNLESS OTHERWISE SPEC/RED BY SOILS ENG/NEE • -RUSHED AGGREGATE GREATER THAN 3• BUT 51./ALLER THAN 6" 12• MIN., UNLESS OTHERWISE SPEC/RED BY A SOILS ENGINEER SECTION B-B N. T.S. ORIGINAL GRADE .---CRUSHED AGGREGATE GREATER THAN 3• BUT SMALLER THAN 6" r CORRUGATED STEa PANEL SECTION A-A RL TER FABRIC N. T. S. CONSTRUCT SEDIMENT BARRIER AND CHANNaJZE RUNOFF TO SEDIMENT TRAPPING DEv1CE ~ SEDIMENT TRAPPING DEWCE Cl ti 0:::: < 0 0:::: 0:::: ~ CORRUGATED STEa PANEL B -------'-------50' 1.1/N.---------- OR FOUR TTMES THE CIRCUMFERENCE MATCH EXISTTNG GRADE OF THE LARGEST CONSTRUCTTON VEHICLE TTRE, WHICHEVER IS GREATER PLAN N. T.S. CONSTRUCTION SITE ENTRANCE SHALL BE PER CALIFORNIA STORMWATER BMP HANDBOOK, STANDARD TC-1, MODIFIED AS FOLLOWS: 10' MIN. OR WID" AS REQUIRED TO ACCOMODATE AN TIC/PA TED TRAFFIC, Wf-1/CHEVFR IS GREATER. 1. METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNLESS SPECIFICALLY WA/VEO BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. 2. THE ROCK SIZE SHALL BE 2" MINUS. J. A FENCE , BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTTON TRAFFIC TO CONSTRUCTION ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE/EXIT TC-1 8"-10" DIA. (200-250mm) TYPICAL SECTION NO SCALE J'-4' OJAC£NT ROLLS SHALL CHTLY ABUT S/AKF NOTE: /" X 1" STAKE (25 x 25mm) FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, J"-5" (75-I25mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN SPACING DEPENDS ON SOIL TYP[ AND SLOP[ STEEPNESS UNDER OR AROUND ROl/&iPROtSUD!AtfAlfONONSUYES NO SCALE NOTE: 1. FOR EROSION CONTROL NOTES SE[ SHEET 1 & 10. 2. FOR TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION NOTES SEE SHEET 10. FIBER ROLLS MUST BE PLACED ALONG SLOPE CONTOURS SEO/MEN T, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS. 00 ~ l'- 0 s::_ 0 N ri 0 ~ I w (/] =i 0 "' / N w m 0 .r: 0. "" C u 0 ~ CJ> I ru m u w ~ 0. / m ~ ru m I C 0 Q_ / "' C ,--------------------'--------:Lfil==:::::::;::;-;::::C:;:;:;II;:Ny;::;GI=NE:::;~:::;!;:::NG=c;::DE::;:1::;;~;::;~;::M~;:J3;:T::;:A::;;D~Li2J:::;s:;:;;i;:;;2;;;TS;:;1t NAME OF PREPARER: BRIAN C. REGAN RCE ' QUAUFICATION Of PREPARER-· --~P=E~C=35=3~43~-- ADDRESS: 3152 Lionshead Avenue, Suite 1 Carlsbad CA 92010 ,1-ll RE:Q.i ,t, p. 9/30/17 CJV\\... CITY STORII WATER POLLU'l10H PREVENTION PLAN (SWPPP) . TIER2 THE SHOPPES AT CARLSBAD PHASE 2 NOTES AND DETAILS APPROVED: ~ 0 "' / m ~ u w ·o ~ Q_ i1 . I I fl ' I' ., - i 1 I i ' ' ' I i I ' • l . . - • □ lJ ~ 2 (j) 2 C: s: co m ll ...a. I ...a. a~ ...a. (02! N I C: ~ lJ L_ - I I I 7 I I BUILDING LINE SILT MAINTAIN 5' MIN. +-4--J-.--1 FENCE PED. WALKWAY EX. LOWER LEVEL BUILDING LINE LEGEND: E:X. MAP BOUNDARY EX. STORM DRAIN LIMITS OF WORK EXISTING CONTOUR RIGHT OF WAY STORM DRAIN STORM DRAIN INLET DRAINAGE FLOW DIRECTION CHAINED LINK FENCE & SILT FENCE EQUIPMENT·-- STAGING AREA ~I ""~ DEMO LANDSCAPE -~ AND INSTALL DRIVE ISLE ~ ---------- ------47------ -------- == )C; 8 8 ---------------·· ·-· ---·--. NOTE: BUILDING LINE EX. LOWER LEVEL BUILDING LINE 1. FOR EROSION CONTROL NOTES SEE SHEET 1 & 4. 2. FOR TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION NOTES SEE SHEET 4. EX. UPPER LEVEL BUILDING LINE EQUIPMENT STAGING AREA ---------------~ EX. LOWER LEVEL BUILDING LINE ----STABILIZED CONSTRUCTION ENTRANCE --- ■ 0 0 ING ROAD THROUGH (E) ISLAND 15' · 30' BUILDING LINE - THESE AREAS SUBJECT TO CLOSURE 60' SCALE 1" = JO' --~' ----- ·----- ----- --- 120' THESE A~s· SUBJECT TO / CLOSURE // ------ \ 1'·1 !, r \ _::.,..-- / -~-~--,-. \ I '! ·,1 \ I ,1 ' I ·\ J • 1 l 11 ' I ' I : u 0 w· \ ;' \ I ' (75 =i 0 Cr'. ./ N V "' 0 ~ Q. '" C u 0 L '" I V "' u V L c,_ ./ "' -V "' I C 0 Q_ ./. '" C 3 0 L ' --- Ii I i \'l . I I ~ ~"' i 1!8 "'C iii ,i "'"' ii ~ • "· • l> i~j ll,: I ii rn □ 'B "TI i 8l rn ,~~ . z m 1 · en ~ I I I I I I, fSHml CITY OF CARLSBAD· 1 SHEETS 1 ,------------'---------------, L.E_j .. ENGINEERING DEPARTMENT . . 12 ~=crrY=::.S'l'O=Rl(=lJ=ATER==PO=IL=UTl=O=N=. PREVl!::::::::::::::NTIO::::::N:=P~LAN=c:=~(s~w=Pl'P=) ==; "D ./ V ' "' ' NAME OF PREPARER: BRIAN C. REGAN, RCE QUAUFICA TION OF PREPARER;_• __ ...cPc.:E,__C"-'3"'534=3 __ _ ADDRESS: 3152 Lionsheod Avenue. Cortsbad CA 92010 C35343 9/30/17 R.C.E. UC. EXP. DATE DATE TIER2 THE SHOPPES AT CARLSBAD PHASE 2 1 EROSION CONTROL PLAN CITY ENGINEER OWN BY: BR CHKD BY: RVWD BY: ' Jt.1 PROJECT NO. DRAWING NO. SDP 09-04A 479-SC ~ 0 ' Cr'. ' ,/, "' : ~ u V ·o L I Q_ '" C ·c: ! !;, V V C 'Oli ----.. -- □ JJ ~ -2 lj) 2 C: s: CD m JJ . ~----- ' □ JJ ~ -2 lj) 2 C: s: CD m JJ □ JJ i ' 2 lj) 2 C: s: CD m JJ