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HomeMy WebLinkAboutDWG 473-1E; SDP 11-04; LA COSTA BLUFFS; 01-02GRAOlrlG tlOfES (IN ADDITION TO TH[ REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COO[.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PR[V/OUSL Y APPROv!:D BY /HE CITY OF CARLSBAD R[GAROING GRADING SHOWN ON /HIS SET OF PLANS. 2. APPROVAL OF /HIS PLAN DOES NOT LESSEN OR WA/V[ ANY PORTION OF TH[ CARLSBAD MUNICIPAL COD[, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR 0/HER ADDITIONAL DOCUMENTS UST[O HER[ON AS /H[Y MAY PERTAIN TO /HIS PROJECT. /H[ [NG/NEER IN R[SPONS/BL£ CHA.~G[ SHALL REVIS£ /HES£ PLANS WH[N NON-CONFORMANC[ iS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT R[UEV[ Tel[ D[V[LOP[R OR [NGiN[ER-OF- NORK rROM R[SPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMIS'SIONS DISCOVERED OUR/NG CONSTRUCTIO/\/. ALL PLAN REVISIONS SHALL 8£ PROMPll Y SUBMITTED TO /HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY [NG/NEER WILL BE REQU/R[O FDR ANY WCRK IN TH[ PUBLIC RIGHT or WAY. PRIOR TO P[RMIT ISSUANCE, A C[RT/FICATE OF !NSURANC[ AS WELL AS ADDITIONAL INSURED [NDORS[M[NT MUST B[ FIL[D NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSUR[D ON TH[ P[RMITTE['S POLICY IN T'ri[ MIN/MUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANC[ OF LIABILITY. /HE INSURANCE COMPANY WRITING TH[ POLICY MUST HAVE: A RATING OF "A-' OR BETTER AND A Sil[ CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "B[STS" KEY RA TING GU/Of. 5. UNLESS [XEMPTEO BY S[CTION 301.(b)5 OF /HE UNIFORM BUILDING CODE, R[TA/NiNG WALLS OUTSIDE OF PUBLIC RIGHT or WAY REQU/R[ $[PARAT[ PERMITS FROM TH[ BUILDING O[PARiM[NT. 6. NO WORK SHALL BE COMM[NC[D UNTIL ALL P[RM/TS HAV[ B[EN OBTAINED FROM T'ri[ CITY AND OTHER APPROPFI/A TE AGENC/[S. 7. APPROVAL OF THES[ PLANS BY TH[ CITY ENGINE[,R DOES I.JOT AUTHORIZE ANY WORK OR GRADiNG TO BE P[RFORM[D U/\/TIL Tl/[ PROPERTY OWNER'S PERMISSION HAS B[[N OBTAiN[D AND A VALID GRADING P[RMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MAD[ TO T/-1[5£ PLANS WI/HOUT /H[ WRITTEN APPROVAL OF 1H[ Cl TY [NG/NEER. /\/0 TED WI /HIN THE R[ViS/ON BLOCK, ON I'r/[ APP'?OPRIA TE SH[ET OF 71-i[ PLANS ANO /H[ Till£ SHEET. 9. ORIGINAL DRAWINGS S/-IALL BECOM[ T'r/[ PROPERTY OF /HE CITY UPON BDNG S/GN£0 BY 71-iE CITY ENG/N[[R. 10. TH[ ORIGINAL DRAWING SHALL 8[ REVISED TO REFL[CT AS-BUILT CONO/TIONS BY /HE [NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANC[ OF T/--1[ WORK BY /H[ CITY. 11. ACC[SS FOR FIR[ AND OTH[R EM[RG[NCY VE/-IICL[S SHALL B[ MAINTAINED TO /HE P,ROJECT SITE AT ALL TIMES DUR/NG CONSTRUCTION. 12. WH[R[ TRENCH[S AR[ WI/HIN CITY [ASEMENTS, A SOILS R[PORT COMPR/5[0 OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SH[ETS AND (C) COMPACTION CURV[S, SHALL B[ SUBMITT[D BY A PROF[SS/ONAL [NGINE[R or /HE STAT[ or CALIFORNIA, PR/NC/PALLY DOING BUS/N[SS IN 11-i[ FIELO OF APPLIED SOILS M[Cf-lANICS. T/1[ SOILS R[PORT WILL B[ SUBM/TffD TO TH[ CITY E"IG/NEERrNG INSPECTOR WITHIN TWO WORK/NG DAYS OF /HE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION R[PORT AND COMPL/ANC[ VERIFICATION R[GARDING ADH[RENCE TO 'IECOMM[I\/DA TIONS OUll/NED /N /H[ SOILS REPORT IS REQUIR[D PRIOR TO T'ri[ ISSUANCE OF A BUILDING P[RMIT. ALL CONTROLLED GRADING SHALL BE DON[ UNDER n-1[ D/R[CTION OF A PROF[SS!ONAL ENG/N[ER OF /H[ STAT[ OF CALIFORNIA PRING/PALL y DOING BUS/1\/[SS IN THE Fi[LD or APPLIED SOILS M[CHAN/CS. ALL FILL OR FUTUR[ FILL AREAS SHALL B[ CONSTRUCTED IN ACCORDANC[ 'MTH TH[ CITY OF CARLSB/\0 STANO ARO SPECIF/CATIONS ANO /H[ " EAR/HWORK SPECIF/CA TrONS " A TTACH[O TO THE PR[L/MINARY SOILS /NV[ST/GA TION. DAILY Fl[LO COMPACTION R[PORTS WILL B[ SUBMITTED TO /HE PROJECT INSPECTOR. 14. A P.'IFCONSTRI/CVQN MFFTi.1\/G SHAii BF HFID AT 11-if SITE PRIOR TO THE F!FGINNiNG Of WORK ANO SHAii RE ATTFNDFD 8Y Al I R[PR[SFNTA[IV[S RESPONSIBL[ FOR CONSTRUCTION, INSPECTION, SUP[RVISICN, T[STING AND ALL OTHER ASPECTS OF TH[ WORK. TH[ CON TRAC !OR SHALL R[QU[ST A PRE CONSTRUCTION ME[TING BY CALLING /HE /1\/SP[CT/ON UN[ AT (760) 438-3891 AT L[AST ffvE:(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. /H[ CONTRACTOR WILL T/-l[N BE CO/\/TACffO BY T/-1[ PROJECT /NSP[CTOR TO COORDiNA TE A DA TE AND TIM[ FOR TH[ PRECO/\/STRUCTION MEETING. APPROV[D DRAWINGS MUST B[ AVAILABLE PRIOR TO SU/[OUUNG. /H[ GRADING P[RMIT WILL B[ PROVIDED 8Y THE PROJ[CT INSPECTOR AT TH[ ME[TING. 15. All INSPECTION RFQUFSTS QV:fFR THAN FOR PRFCONSTRUCT/ON MFFTING WIii RF MAQF RY CAI /ING T'df FNGINITRING 24 HOUR IN5PFCTIQN RFOIIFST I iNF AT (760) 438-3891. iNSPECTIO/\/ R[QUfST MUST BE R[C[/VED PRIOR TO 2: 00 P.M. ON Tl-/[ DAY BEFORE T/--1[ /NS'P[CT/ON IS NtEDtD. INS'P[CTIO/\/S WILL B[ MADE /H[ N[XT WORK DAY UNL[SS YOU ,q[QU[ST OTI-IERWISE. R[QU[STS MADE AFT[R 2: 00 P.M. MLL B[ SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. TH[ OWNER ANO/OR APPLICANT /HROUGH /HE 0£V[L0P[R ANO/OR CONTRACTOR SHALL D[SIGN, CONSTRUCT AND MAINTAIN ALL SAF[TY O[VIC[S, INCLUDING SHORING, AND SHALL B[ SOLELY RESPONSIBL[ FOR CONFORMING TO ALL LOCAL, STATE AND F[DERAL SAffTY ANO HEALTH STANDARDS, LAWS AND R[GULATIONS. 17. THE CONT:e:ACTOR SHALL CONFORM TO LABOR COO[ $[CT/ON 6705 BY SUBMITTING A DETAIL PLAN TO Tl-IE CITY ENG/N[ER AND/OR CONC[RNEO AG[NCY SHOWING 71-iE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO B[ MADE OF NORKER PROT[CTION FROM )H[ HAZARD or CAVING GROUND DURING )H[ EXCAVATION OF SUCH :RENCH OR iR[NCH[S OR DURING /H[ PIP[ 1NSTALLAT/ON THEREIN. THIS PLAN MUST B[ PREPARED FOR ALL TRENC//[S F/V[ F[[T (5') CR MOR[ 1/\/ D[PT'r/ ANO APPROV[D BY /HE CITY [NGIN[[R AND/OR CONC[RN[O AG[NCY PRIOR TO EXCAVATION. IF /HE PLAN VARIES FROM rriE SHORING SYSTEM STANDARDS ESTABL/SH[D BY TH[ CONSTRUCTION SAF[TY ORDERS, Till£ 8 CALIFORNIA AOM/NISTRA T/V[ COD[ /HE PLAN SHALL B[ PR[PAR[D BY A RE.G/SrERED EI\/G/N[[R AT /HE CONTRACTORS FXP[NS£ A COPY or /HE OSHA [XCAVA TIO/\/ PERMIT MUST B[ SUBMITIED TO T/./E rNSP[CTOR PRIOR TO [XCAVA TIO/\/. 18. NO BLASTING SHALL 8[ P[RFORMED UNTIL A VALID BLASTING PERMIT HAS BE[/\/ OBTA/N[O FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA TIO/\/ FOR BLASTING PERMIT W[LL I.I\/ ADVANC[ OF /H[ SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL R[SOURCES AR[ DISCOV[R[D WI/HIN ANY WORK AREA OUR/NG CONSTRUCTION, OPERATIONS WILL C[AS[ IMMEDIA Tfl. Y, AND /H[ P[RMITTE[ WILL NOTIF"Y /HE CITY £NG/N[[R. OPERA TIO/\/$ WILL NOT RESTART UNTIL THE---P[RM/Tff[ HAS RECEIVfD WRITTEN AUT/-/ORITY FROM /HE CITY ENGINE[R TO DO SO. 20. ALL OP[RA TICNS CONDUCffO ON /HE SIT[ OR AOJACE/\/T /1-i[R[TO, INCLUDING WNIMING UP, REPAIR, ARRIVAL, DEPARTURE OR OP[RA TION OF TRUCKS, [ARTHMOVING [QUIPM[NT, CO/\/STRUCTION [QUIPM[NT AND ANY OT'cl[R ASSOC/A TED GRAOiNG [QUIPMENT SHALL BE LIMITED TO THE PERIOD BETWf[N 7: 00 A.fl AND SUNSET [ACH DAY, MONDAY Tl/RU rRIDA Y ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON Wf.EKENDS OR HOLIDAYS. (A UST or CITY HOLIDAYS IS A'VAILABL[ AT /H[ ENGiN[[RiNG 0£PARTT,,/ENT COUNT['<.) 21. Al L OFF-SITE HAUL ROUTES SHALL BE SUBM/TT[D BY THE CONTRACTOR TO /HE CITY ENG/NH.R FOR APPROVAL TWO FULL WORKING DAYS P'<IOR TO B[G/NN/NG OF WORK. 22. IMPORT MA 1ERIAL SHALL BE OBTAINED FROM, AND WAST[ MA T[R/AL SHALL B[ OEPOSITEO A~ A SIT[ APPROVED BY 71-i[ CITY ENG/N[ER. THE CO."ITRAClOR SHALL B[ RESPONSIBL[ FOR ANY D[BRIS OR DAMAG[ OCCURRING ALONG /H[ HAUL ROUTES OR ADJAC[NT STR[ETS AS A RESULT or /HE GRADING OPERATION. 23. BRUSH SHALL B[ R[MOV[D ONLY MT'r/lN /H[ AR[A TO BE GRADED. NO TR[ES AR[ TO BE REMOVED UNLESS SP[C/FICALL Y NO TED ON /H[ PLAN. 24. ALL AREAS SHALL BE GRADED TO DRA/1\/, GRAD/NG RESULTING IN /HE PONDING or WAffR IS NOT P[RMITTEO. ALL [AR/H[N SWAL[S AND DITCH[$ SHALL HAVE A MINIMUM ON[ PERCENT SLOP[. 25. )}/[$[ PLANS AR[ SUBJECT TO A SIGNED AND APP"IO'VED S[T or [ROS/ON CO/\/TROl PLANS. [ROS/ON CONTROL SHALL B[ AS SHOWN ANO AS APPROVED BY TH[ CITY £NG/NEER OR AS 0/R[CT[Q BY /H[ PROJ[CT INSP[CTOR. 26. ALL SLOPES SHALL B[ TRIMMED TO A FINISH GRADE TO PRODUC[ A UN/FOR,M SURFAC[ ANO CROSS SECTION. /1-1[ SITE SHALL B[ LEFT IN A 1,EA T AND ORO[RLY CONDITION. ALL STON[S, ROOTS OR OTHER DEBRIS SHALL B[ F/[MOV[D AND DISPOSfO OF AT A SIT[ APPROVED OF BY TH[ CITY £/\/GIN£[R. 27. ALL SLOP[$ SHALL BE IRRIGATED, STABILIZED, PLANT[D AND/OR HYDROSEfD[D WITHIN T[/\/ (10) DAYS OF THE TIME WI/EN EACH SLOP[ IS BROUGHT TO GRADE AS SHOWN ON TH[ APPROV[D GRADI/\/G PLANS. 28. LA'IOSCAPrNG SHALL 8[ ACCOMPLISHED ON ALL SLOP[S AND PADS AS REQUIRED BY T!IE CITY OF CARLSBAD LANDSCAPE MANUAL, I'r/[ LANDSCAPING PLANS FOR THIS PROJ[CT, DRAWING NO. 47J 7P AND/OR AS DIR£CT[D BY TH[ CITY [NG/NEER OR PLANNING DIRECTOR. 29. TH[ OWl'J[R/APPLICANT SHALL INSUR[ 11-iA T ALL CONTRACTORS SHALL COOROINAT[ THE WORK OF n /[SE GRAO/NG PLANS 'M/H THAT SHOWN ON 80/H 71-i[ LAND SC AP[ AND IRRIGATION PLANS A/\/D THE IMPROVE:M[NT PLANS AS R[QUIRED FOR /1-1/S WCRK IN ACCORDANCE WITH /H[ LANDSCAP[ MANUAL TIM[ REQUIREMENTS. 30. STORM DRAIN PIP[ SHALL B[ REINFORCED CONCR[TE PIPE WITH A MINIMUM D-LOAO OF 1,350. FOR PR/VAT[ STORM DRAIN PIP[S, UP TO /5" PVC MAY B[ UTILIZED PROVIDED DEPTH IS L[SS 11-iAN 15 F[ET AND 8ACKFILL[D WITH J/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE ME[TS ASThl STANDARD 3034 FOR SDR 35 SOLID WALL PIP[. 31. W//[R[ AN [X/STiNG PIP[ LIN[ IS TO BE ABANDON[D AS A RESULT OF TH[ GRADiNG OP[RA TION, IT SHALL B[ R[MOV[O WIT/-//./\/ TW[NTY FffT or BUILDING OR STR[[T AR[AS AND R[PLAC[D WI/H PROPERLY COMPACTED SOILS. IN 0/HER AREAS TH[ PIP[ WILL B[ PLUGG[O WITH CONCRETE OR R[MOV£D AS APPROVED BY TH[ Cl TY [NG/NEER. J2. /H[ CONTRACTOR SHALL VERIFY TH[ LOCATION OF ALL EXISTING FAC/UT/[S ( ABOVE GROUND AND UNDER GROUND ) WI/HIN THE PROJECT SITE SUFTICIENll Y AH[AD OF GRADING TO P[RMIT /HE R[VISION OF /HE GRADING PLANS IF IT /S FOUND /HAT TH[ ACTUAL LOCA T!ONS ARE IN CONFLICT 111TH TH[ PROPOS[O NORK. JJ. /H[ CON7RACTOR SHALL NOTIFY AFF[CT£0 UTILITY COMPANl[S (Sf[ 8[LOW) AT LEAST 2 FULL WORKING DAYS PR10R TO STARTING GRADING NEAR Ti/[/R FACILITIES AND SHALL COORDiNA TE 11-1[ WORK WllH A COMPANY R[PRfSENrA TIVE. UNDERGROUND S[RVICE ALERT SDG&E PACIFIC B[LL TIM[ WARNER GABL[ COX COMMUN/CATIONS CITY or CARLSBAD(SIRE[/S & STORM DRAiN) 'CITY OF CARLSBAD(S[WfR, WATER &: RECLAIMED WA ffR) 'SAN DIE GU/TO WAT[/~ DISTRICT 'I.EUCADIA WASffWA ffR DISTRICT *VALLECITOS WATER DISTRICT ,OL/VEN/-/AIN WATER 0/STRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPRIA T[ 34. P[RMIT COMPLIANC[ REQUIREM[NTS: (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760) 753-0155 (760)744-0460 (760)753-6466 (760)726-1340 A. FOR CON7ROLL[D GRADING -THE APPLICANT HIR[S A CIVIL ENG/N[ER, SOILS [NG/NEER, AND/OR GEOLOGIST TO GIV[ TECHNICAL ADV/C[, OBSERV[ A"ID CONTROL THE WORK IN PROGRESS {15. /6.120 A.BJ CARLSBAD MUNICIPAL COD[. B. PRIOR TO FINAL APPROVAL OF A GRADING P[RMIT -71-iE FOLLOWING REPORTS MUST BE SUBMJTT[D TO T'ri[ CITY [NG/N[[R v1A /HE PROJ[CT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL COD[: (1) FINAL REPORT E/Y SUP[RVISING GRADING [NGINE[R STA TING ALL GRADING IS COMPLEff. ALL £ROSIO/\/ CONTROL, SLOP[ PLANTING AND IRRIGATION AR[ INSTALLED IN CONFORMANCE WI/H CITY COO[ AND TH[ APPROV[D PLANS ( OBTAIN SAMPLE OF COMPUANC[ LETTER FROM CITY ENG/NEERING D[PARTT,,/ENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM TH[ SOILS [NG/N[[R, WHICH INCLUDES RECOMMEND[D SOIL B[ARING CAPACITIES, A STATEMENT AS TO THE EXPANS/V[ QUALITY or TH[ SOIL. AND SUMMAR![S OF FIELD AND LABORATORY TESTS. /H[ REPORT SHALL ALSO 11\/CLUO[ A STA ffM[NT BY 71-iE SOILS ENGIN[ER THAT /H[ GRADING WAS DONE IN ACCORDANCE 11111-i THE l'l[OUIREMENTS AND F/ECOMM[NDA TIONS OUTUN[D IN /HE PR[UMINARY SOILS R[PORT AND ANY SUPPL[MENTS T/-/ERETO. (4) .REPORT MT'ri AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY /H[ CITY. 35. UNLESS A GRADING P[RMIT FOR /HIS PROJ[CT IS ISSUED WITHIN ON[ (1) YEAR AFTER /HE CITY ENGINEER'S APPROVAL, THES[ PLANS MAY BE R[QUIR[D TO B[ R[SUBMITffD FOR PLANCH[CK. PLANCl-l[CK FEES WILL B[ REQUIR[D FOR ANY SUCH R[CH[CK. 36. 71-iE SOILS REPORT T!llED "UM/TED SIT[ INVESTIGATION UPDATE", DATED 08-03-2Q11 ANO "REPORT OF FIELD O[NSITY ffSTS", OAffD 01-30-2012, PREPAR[D BY FAST COUNTY SOIi CONSUi TAVON & E;NGR,. SHALL B[ CONSIDERED AS A PART OF /HIS GRADING PLAN. ALL GRADING SHALL B[ DON[ IN ACCOROANC[ WITH THE RECOMM[NDATIONS AND SP[C/F/CATIONS CONTA/N[D IN SAID SOILS REPO~r. . "OE<;LARATl<Jtl C)f ltESPOt-lSIBLE C~iARGE" I H[REBY O[CLARE /HAT I AM Tl·/[ E/\/GINE[R or WORK FOR /HIS PROJ[CT, T/-IA T I HA V[ EX[RCIS[O RESPONSIBLE CHARGE QV[R T'ri[ O[SIGN OF /HE PROJECT AS DEFIN[O IN SECTION 6703 OF TT/[ BUS/N[SS AND PROF[SS/0/\/S CODE, ANO THAT TH[ DESIGN iS CONSISffNT WITH CURR[NT STANOAFWS. I UND[RSTAND /HAT 1)/[ Cl/ECK OF PROJECT DRAWINGS AND SP[C/FICATICNS BY TH[ CITY OF CARLSBAD DOES NOT REL/[\/[ ME, AS [NGI/\/E[R OF WORK, OF MY R[SPONS/BILIT/[S FOR PROJECT DESIGN. FIRM: RANCHO COASTAL ENGIN[ER/NG & SURV[Y/NG ADDRESS: 1635 S. RANCHO SANTA Ff RO. STE 206 CITY, STA TE: SAN MARCOS. CA 92078 T[LEP/-/ONE: /11760] 510,..3152 ./; I ' I ' I II B~-1~;/(_,,___ --'fl!u DOUGLAS LOCAi\/ OAT[: t/-(f-lL R.CE NO.: 39726 REGISTRATION EXP/RATION DA TE: _-"'12..,/"'-J1"'/-"1J"----- 301L3 Et~GINEElt'S CEitTIFICA re I, MAMADOU DIALLO , A R[GISTERED (CIVIL/ GE07f.Cf-lNICAL) ENGINE[.~ OF TH[ STATE OF CAL/FORN!A, P'IINCIPALL Y 00/NG BUS/N[SS IN TI-IE FIELD or APPLIED SOILS MECHANICS. HER[BY C[RTIFY THAT A SAMPLING AND STUDY OF TI-IE SOIL CONDITIONS PREVALENT WITHiN T/-1/S SIT[ WAS MAD[ BY ME OR UNDER MY DIRECTION BET WEEN THE DA TES OF 06-09 , 20 01 AND 02 08 , 20..lL. TWO COPIES OF TI-IE SOILS REPORT COMP/L[D FROM THIS STUDY, WITH MY ENG I NEER. [1 1.. ' /i'ECOMMENOA TIONS, HAS BEEN SUBMITffD TO T/-1[ O_FFICf OF T/-IE( CITY SIGNED: JI\~,...,~~--(/ \J/~~ lN--. ~o \J G.E./P.E. NO.: GE 2074 I RCE 54071 DA TE: _CJ'Jc::--'f_,t,_-..,).=0.:..1,2,=------------ L/C[NSE EXP/RATION DA TE: 12-31-2013 <JWHER'S CERrlFICAfE , ( l'IE ) HEREBY CERT,FY T'rlAT A REGISTERED SOILS ENGINEER OR GEOLOG!ST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL ~~~DING A;:=cV~ON THE COMPACTION AN~/S~A;;~T;.: THIS LA COSTA BLUFFS, LLC DATE SOURCE OF JOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY DIGITAL METHODS FROM INFORMATION GATHERED ON 06/08/2000 BY PHOTO GEODETIC CORPORATION 10POGRAPHY SHOWN HEREON CONFORMS TO 'IATIONAL MAP ACCURACY PltOJEC r LOCAJIOt~ THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 216-300-20 THE CALIFORNIA COORDINATE INDEX OF TH!S PROJECT IS: 334-1695 AND CARLSBAD DWG. #296-5 , SHEET 131 of 225 DESCRIPTION: SET ROD DRIVEN TO REFUSAL WITI-1 CAP. LOCATION> 220-FT. WEST OF ROMERIA ST. ON T/-IE SOUTH SIDE OF LA COSTA AVE. & 5-FT. BACK OF CURB RECORDED: CITY OF CARLSBAD SURVEY CONTROL PER R.O.S. 17271, PT# 020. ELEV A TION: 1 04. 2 50 DA 11..J M : _ __,N.::A~V'-"D'-=-29"--- C)WNE RIPE RMI TT EE LA COSTA BLUFFS, LLC 187 HOCH WAY HEMET, CA 92545-8872 LEGAL OESCRIPTIOtl CERTIFICATE OF COMPLIANCE PER DOC. NO. 2011-0672351 RECORDED 12-14-2011. REFERENCE DRA'MNGS DWG. NO. 169-4. SHEET 5 & 6 EARTHWORK QIJANfl'flES CUT: FILL: IMPORT: [XPORT: REMEDIAL: 100 1QQ n C 0 SHEET 1 SHE.ET 2 CY CY CY CY CY COVER SHEET GRADING PLAN VICINITY '.J.AP CITY OF ENCINITAS T.B. PAGE 1147-Hl .· 'I/ORK ro ae OONE /HE GRADING WORK SHALL CONSIST OF /HE CONSiRUCTION OF ALL CUTS AND FILLS, REM[DIAL GRADING, ORA/NAG[ FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF P[RMAN[NT LANDSCAPING AND PR[PARATION OF AS-BUILT GRADING PLANS, AS-BUILT G[OLOGIC MAPS AND .R[PORTS, ALL AS SHOWN OR REQU/R[O ON THIS SET OF PLANS AND Tri[ CITY STANDARDS, SPECIF/CATIONS, REQU/R[M[NTS, R[SOLUTIONS AND ORDiNANC[S Ci no ON TH[S[ PLANS. /H[ GRADING WORK SHALL B[ P[RFORM[D IN ACCORDANC[ WITH TH[ FOLLOWING DOCUMENTS, CUR,RENT AT THE TIM[ OF CONSTRUCTION, AS DIR[CT[O BY Ti/£ CITY t.NGIN[[R 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD [NGINE[R/NG STANDARDS 3. /HIS S[T OF PLANS 4. RESOLUTION NO. 6844 DATED 12-07-2011 5. T'r/[ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMM[NDA T/0/\/S BY EAST COUNTY SOIL CONSULTATION &: ENGR., INC. DATED 08-03-2011 & 02-08 7. /H[ SAN 0/[GO R[G/ONAL STANDARD DRAWINGS AND AS MAY B[ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. N/A 8. CALIFORNIA COASTAL COMMISS/0/\/ O[V[LOPM[NT PERMIT CONDITIONS DATED----------- N/A 9. ENVIRONMENTAL APPROVAL OOCUM[NTS OAT[O _______ _ 10. STORM WATER POLLUTION PR[VENTION PLAN SWPPP /12 09 PREPARED BY RANCHO COASTAL [NG/NEERING&: SURV[Y/NG OATED_~0~1/~2~7~/2=0~12~- WO/O NO. 9 375 NIA N/A 11. STORM WAT[R MANAG[M[NT PLAN PREPAR[D BY ___________ OATEO _________ _ 2012 12. CALIFORNIA STORM WATER QUALITY ASSOC/A T!ON BMP CONSTRUCT/0/\/ /./ANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND ALL STANDARD DRAWINGS ARE PER TI-IE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED 0711ERWISE. DESCRIPTION EXIST. MAP BOUNDARV LOT LINE EXIST. CON~OURS PROP. CONTOURS FLOW PATH (1% MIN.). EXPOSE.D MASONRY RETAINING WALL. EXPOSE.D MASONRY RETAINING WALL. BMP INFILTRATION SWALE PER QETAIL SHEET 2 PCC DRIVEWAY DWG.NO. C-4 C-5 * G-14A SYMBOL QUANTITY --110,...._,__-__ _ -) 35 L.F. 40 L.F. 30 L.F. 250 S.F. -BEAi5wAii: .. -~~.-'--~,_ D-JL--~-~~-~-,~----t-EA:- 4" PVC/ABS DRAINPIPE N/A ; ) 440± L.F. 6" AREA DRAIN· 18" SQ. AREA DRAIN N/A N/A @I 111111 19 EA. 4 EA. * CITY OF CARLSBAD MODIFICATIONS TO THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) l-------,----R_E:,_Q:,_U",IR,.:E;:.D_TR_:::EA_Thl_._EN7"T..c.C:..:O.:.:N..cTR..cOL:.::_8::.:M::.:.P_c_T7AB:..:LE=----r:: llllllllllil~III MAINTENANCE ~~:,. TYPE DESCRIPTION OWNERSHIP AGREEMENT . ,v, AINTENANCE FREQUENCY 1------1-------+-----+----:: C..----l------- P~NN~NG1DEPARTMENT APPROVAL "AS BUILT" ll 1\ rJ c ll <) ,~ <) 1\ s 'f ,\ i; , .-y) zRtd DATE,t✓,1/,:1/'2. ,t, /I), , ...-DON NEU 1 ' L1--~•.,.f<-V /·~ ,:.,,. I~. to/I ENGINEERING & SUR VE YING .e/ -_ -~/ . c1_TY PLANNER RcE J❖Jtr EXP. ~/.,~//r'. o·ATE SINGLE SOURCE DEVELOPMENT CONSULTANT .· -_,.-,z:Z: / _,, / 1 /<--/~ 1 ~-r _...--DATE:i-(t~; .R 1---------------1 310 S. TWIN OAKS VALLEY RD., #107-297 (SIGNED)6., r--+-11 REVIEWED BY:/ 0~ SAN MARCOS, CA. 92078 ' !/ 1 {. I I (760) 510-3152 Ph / (760) 510-3153 Fax RECOMMENDED BY: cl',?€3-T( '1,/4 ...-:::'--= ... ·-•/-'.;2~ _ Lo/1·J {'! ~=~::;:===:==============~====-~===r~~.:.;l;l_lN_T_N_A,MrE-)_7-;:::::==~='N:::;S::P::E::C=T=OR?===========~D=A=T::E:::::::::;- 1.---<----• I SH1ET I Cl~~IN2!NG ~~A~~~~AO W · PRECISE GRADING PLANS FOR: LA COSTA BLUFFS LOT 406, MAP NO. 6600 ---~/, '111 )( /, &,, &~ -~,1/:t, APPROVED:"1 .1 / ,7 / .f}, ./. GLEN K. VAN Pf.SKI I • ~ ·-~~~~~~~ ___ I ' ~---+-~~-1-~~-+--~l CITY ENGINE R PE 41204 EXPIRES 3131/1,J CATE Pfll.{/'t, 1)~ -Ji\@fi-Ali; '2ff,,Z::21Grii.f.\5 f5/J/IL ,'-i~•'l je,~ ?(vt/rt-~,~p [1D5\W~NTT;B?Y:==~""~lr=::=;P~R~O~.JE~C~T~N~0~.:::::::7l~D~R~A~Wl~N~G=;N~O. · 10, TE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ·~•;,} HNGINEER OF WORK REVISION DESCRIPTION 1-0..::lH.:.:E..::R:....AP...L.:PR .... O:....VA-=L-1-..:.C:....ITY;.::.._A..LPP .... R .... OV.::.A=--Ll RVWD BY DEL SDP 11-04 47,3-1 E 122612 (',I Ill ~ I') I 0 ~ U') ,-,. 0 IO ,..,_ __,, <., z 1i2 w w z G z 0 w ~ == ..... G) Vl 0 .,I::,, < 0 -..... 0 I\) w I 0 ..... ::c m 0 ~ a:: C 0 i i wi co 0 z I .' I 'I I z O; Q_ QI <(f"l I I <D ,1 ..-- N ! 0 j" P.C.C. SWALE OVER NATIVE COMPACTED TO 95% fr is fr fr fr ! I FF =135.75 \ / FOUNDATION PER BUILDING PLANS R/'11 135- 130- PLAtl: LC)f 1J<)6 SCALE: 1• = 10' 10 5 0 10 20 i"!: s'"s·54Al;'A'.l<">i;,:;:if.;.·.~ .·. . . ·~"~,:;.~;_J. i"i½&::k&.0~{,. K, ~J SCALE IN FEET SCALE: 1" = 1 O' MIRAFI FW 400 GEO'EXTILE LINING OR EQUAL 1 11--~--! ; ,·· ' I - 4" PERFORATED PIPE- CONNECTED TO DRAINAGE SYSTEM ,_ 24" MIN. 6" -3/4" CRIJSH[D ROCK SWALE OE r1\IL NOT TO SCALE •"ENGINEERED SOIL" LAYER SHALL BE MINiML;M 6" DEEP "SANDY LOAM" SOIL MIX WITH ~O MORE THAN 5% CLAY CONTENT. 7-IE MIX SHALL CONTA:N 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2 5% MUST INSTALL CHECK DAMS TO L,MI T TtlE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY 'HE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FA.BRIC 15 10 BE USED IN THIS SECTION. '1'/0JtK BE O<)~IE 0 (j) G) 0 @ © (j) © © CONSTRUCT 24' WIDE P.C,C. DRIVEWAY PER G-14A. EXIST. SEWER LATERAL TO BE UP-SIZED PER DWG. NO. 473-1 REMOVE EXIST. WATER SERVICE. PROPOSED WATER U~ILITIES, PER DWG. NO. 473-1 RETAINING WALL PER C-5 RETAINING WALL PER C-4 OMITTED. 6" AREA DRAl'I. 4" PVC OR ABS DRAINPIPE @ 1.0% MIN. (OR AS NOTED) 18" SQ DRA1N WITH TRAFFIC GRA 1E RATED FOR LOAD CLASS "c", OR EQUAL. @ OUTLET DRAINPIPE INTO MODlf"l[-D-.i)-J~t,EAOV\iAtt ;,e,ff) !AJ _., l C fJ ~-uriD ., ' w/ 4'x4' OF ~o. 3 BACKING RIP~RAP. . . . .• 18" SQ" AREA DRAIN BOX. BUILDING STEM WALL, NOT PART OF THIS PLAN. (FOR INFORMAT10'J ONLY) BMP INFILTRATION SWALE 'MTH UNDERDRAIN. SEE DETAIL THIS SHEET. @ 6" P.C.C. OVER '<A flVE COMPACTED TO 95% OR PER SOIL ENGINEER'S RECOMMENDATIONS. 3'-WIDE x 3"-Ti-llCK P.C.C. SWALE OVER NATIVE COMPACltD 10 95%. @ 6" PVC OR ABS DRAINPIPE @ 1.0% M,N. (OR AS NOTED). //' ENC]INEERINC] & SURVEYINC]: SINGLI! SOUR.Cl! DBVBLOPM.ENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107-297 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 5:0-3153 Fax . ' C ~ N C) 0 ~ -t, ..... NW I '"" m