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HomeMy WebLinkAboutDWG 433-8A; CDP 04-42; NORTH COUNTY PONTIAC/GMC; 01-05I GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. m,s PLAN SUPEJISEJ)ES ALL 011£R PLANS PRHIOUSL Y APPROl£D BY mE arr Of CARLSBAD REGARDING GRAD/HG SHO'M< ON m,s SET Of PLANS. 2 APPROVAL Of mlS PLAN DOES HOT LESSEN OR ll'AI\£ ANY PORTIDN Of 1HE CARLSBAD IIUHIC!PAL CODE, REsaunON Of CONDITIDNAL APPROVAL. arr STANDARDS DR omER ADDmONAL DOCUMENTS US1ED HEREON AS /HEY IIAY PERTAIN TO m,s PRO.ECT. mE OIGNEER IN RESP<WS/llLE CHAii(;£ SHALL RE"'5E THESE PLANS MH:N NON-CONFCX!IIANCC IS DISCOl£RED. 3. CITY APPROVAL Of PLANS DOES NOT REUE>A: 1HE OEl£LOPER OR OIGINEER-OF- IIORI( FR/JI/ RESPONSIBILITY FOR 1HE CORRfCnON OF ERRORS ANO l»IISSIONS DISCOl£RED DURING CONSnlUCnON. ALL PLAN RE'AS/ONS SHALL 8C PROIIPTl Y SUBIIITTED TO mE CITY ENGINEER FOR APPROVAL. •. A RIGHT-OF-WAY PERI/IT FR/JI/ THE arr ENGINEER IIILL BC REQU/RfD FOR ANY IIORI( IN THE PUBUC RIGHT OF WAY. PRIOR TO PERI/IT ISSUANCC, A CERnflCATE OF INSURANCC IIUST 8C RLED NAMING TH£ aTY OF CAflt.SBAD AS AN ADDlnONAL INSURED ON mr PERIIITTEE'S PCXJCY IN mE -MIOUNT OF $1,000,000.00 FOR fACH OCCURRENCC OF UABIUTY. THf INSURANCC COIIPANY MR111NG THE PCXJCY IIUST HAI£ A RA11NG Of "A"aJfff: A S/Zf CATEGORY Of CLASS VAS ESTABUSHfD BY "Bi:sTS' KEY RATWG ~ 5. UNLESS fXfilP1ED Br SECnON JOl.(b)5 OF TH£ UH/f(X/1/ BUILD/HG COO£, RETAINING WALLS Ot/1511)£ Of PUBUC RIGHT Of WAY REQUIRE SE:PARATE PERIi/TS FR/JI/ mE BUILDING OEPARTIIENT. 6. ND IIORI( SHALL 8C COINENCCD UNnL ALL PERIi/iS HA 1£ BEEN OBTAINED FR/JI/ 1HE CITY ANO OmER APPROPRIATE AGENafS. 7. APPROVAL OF THESE PLANS BY TH£ arr £NGINfER DOES NOT AUmOR/ZE ANY IIORI( OR GRADING TO 8C PfRfCX!IIED UNnL mE PROPfRTY OllflfR'S PERIIISSION HAS BEEN OBTAINED AND A VAl/D GRADING PERIIIT HAS 8CfN ISSUED. B NO REWS/ONS IIILL 8£ IIADE TO m[SE PLANS WITHOOT me MlltTTEN APPROVAL OF mE CITY ENGINffR, N01ED Wlm/N mE RE'ASION BtOCI<, ON 1HE APPRCPRIATE SHfET OF 1H[ PLANS AND mE nil£ SHEET. 9. ORIGINAL DRAtl/lNGS SHALL BECOI/£ mE PROPERTY OF mE CITY UPON 8£/NG SIGNED BY THf CITY ENCINEER. 10. mr ORIGINAL DRAltlNG SHALL BE REWSED TO Rffl.ECT AS-BUILT CONDITIOHS BY THE ENGIN£ER-Of-llORI( PRIOR TO RNAL ACCCPTANCC Of mr IIORI( BY 1HE CITY. 71. ACCCSS FOR RR£ AND OmER DlfRG£NCY l£HICLfS SHALL BC WAINTAINED TO mr PRO.ECT SITE AT ALL nwrs DURING CONSnlUCnON. 12. MH:RE 1RfNCHfS ARE tllmlN CITY [ASEi/ENiS, A SOILS REPORT GailPRISED OF: (A) SUll/olARY SHfET, (B) LABORATORY IIORI( SHffTS ANO (C) COIIPACnDN CUR>A:S. SHALL 8C SUBlllrtrD BY A PROFfSSIONAL DIG/NEER OF 1HE STATE Of CAl/FCIINIA, PRfHaPALL Y DOING BUSINESS IN THE FIELD Of APPU£D SOILS llfCHANICS. mE SOILS RCPORT IIILL BE SUBMITTED ro mE aTY OIGINffRING INSPECTOR WIIHIN 7lKJ ltl()Rl(ING DAYS OF mE COIIPL£nON OF FIELD TESTS. 13. A SOILS COIIPACnON RCPORT AND COIIPLIANCC VER/RCA 110H REGAROING ADHERfNCE TO RECOIIIIIENOA nONs OU1UNED IN THE SOILS RCPORT IS REQUIRED PRIOR TO mE ISSUANCC Of A BU/LDIHG PERIIIT. ALL CON1'1a.L£D GRN)ING SHALL 8£ DONE UNDER THE DIRfCnON OF A PRCfESSIONAL ENGINEER OF mE STATE OF CAUFCIINIA PRINCIPALLY DOING BUSINESS IN THE Rfl.D Of APPUED SOILS WECliANICS. ALL RLL OR FUIIJRf RLL AREAS SHALL BE CONS7'1UC1ED IN ACCORDANCE: r,im 1H[ CITY OF CARLSBAD STANDARD SP£CIRCAnc»1s AND THE • EARmWDRK SP£CIRCAnONS • ATTACHED TO THE PRWIIINARY SOLS INl£SRGA nON. DAIL y f1fLD COIIPACnON REPORIS IIILL BE SUBM/T1ED TO THf PRO.ECT INSPECTOR. 14. A PRECC»ISTRUCTJON IIEE11HG SHAl.L 8£ Hf10 AT 11£ SHE PRICE ID 1H£ 8CGIIINING OF llllRK AND SHALL BE ATffN{)fD BY ALL /lfPflfSENIAill£S RfSP0/15181.£ FOR CONS7'1UCnON,,:SP£cnON, SUPER'ASIONdJ!1G AND ALL 01H£R ASPfCTS Of THE MOIK: CONT11ACTOR SHALL mr IIEITWG mROUGH mE PfRII/T CI.ERK(fJB-1161 ut.tj23} AT LEAST Fl>A:(5) WORKING DAYS PRIOR TO 5TAR11HG CONSnlUCnON. APPROl£D DRAtllNGS IIUST BE AVAILABU PRIOR TO SCIIEDUUNG THE' GRADING PERllfT WILL BC PRO'AOED BY mE PRQ.£CT INSPECTOR AT THE llffnNG. 15. AU. INSPfCllCII R(IJUCSTS Q1HCR THAH fOR Pf/C/X/IISll!UCDC/11 1/UJJNG !!ti /If MADf BY CAL.LING 1Hf QKMER#'IG z.f-HWR JNSP£CTK11 REaJ£ST LJNC AT (~ <!JO J891,INSPfCTIC/H R£C1JESTS /I/UST BC RCCD\fD fflfQR TO 2; 00 P.11. ON DAY 8£FOR£ THC INSP£CTION IS NEEDED. INSPECnDNS IIILL 8C IIADE mE NEXT WORK OAY IJM£SS YOU REQl,£ST OmERIIISE. REQUESIS I/ADE AFTER 2: 00 P.11. IIILL 8C SCHEDULED FOR 7lKJ FULL IIORI( DAYS LATER. 16. THE OWNER ANO/OR N'PUCANT mROUGH mE DE\£1.0PER AND/OR CON71!ACTOR SHALL D£S/GN, CONSnlUCT AND WAINTAIN ALL SA/TTY OE\ICE5. INQ.IJDING SHORING, ANO SHALL BE sa£L Y RESPONS/IJLE FOR COIIFORIIING TO ALL LOCAL. STATE AND FfDERAL SA/TTY AND HfALm STANDARDS. LAW.. ANO RfGULATIDNS. 17. THE CON71!ACTOR SHALL CONFORW TO LABOR COOf SECnDN 6705 BY S/Jllil/TnNG A OfTAIL PLAN TO THE CITY ENGINCCR ANO/OR C0NC£RH£D AG£NCY SHOWIHG mE D£S/GN OF SHORING, BRACING SLOPtNG OR OmER PRO'AS/ONS TO BE IIADE OF IIORl(Efl PROTECTIOH FR/JI/ 1Hf HAZARD OF CA \/ING GROUND DURING mE fXCAVATION OF SUa/ MNCH OR 1RfNCHES OR DURING 1Hf PIPf INSTALLAnDN THEREIN. mrs PLAN IIUST BE PREPARED FOR ALL T11fHCHfS RI£ FEIT (5') OR IIORf IN DEPm AND APPR01£D BY mE CITY ENGINEfR AND/OR CONCCRHE:D AGENCY PRIOR TO EXCAVA nON. IF THE PV,N VARES F11QI 1HC SHCEING SYSTDI STAI/DARDS £STA8LJS//£D BY THC CQHSTRIICTWN 5Nf1Y ®)£RS. n1L£ 8 C,Y,Jf()l!Hlt\ AfNINISTRA n\1£ COOE mt: PINI SH& BC PB£PAR£D BY I\ RfGIS7fRED ENG/HUR I\ T THE COHTRACTOIIS EXPENSE, A COPY Of mE OSHA fXCA VA TION PERIIIT IIUST BE SUBM/T1ED TO THf INSPECTOR PRIOR TO fXCA VA TION. 18. NO BLASnNG SHALL BE PffiFORilfD UNnL A VAl/D BLASnNG PERI/IT HAS liCEN OBTAINED FR/JI/ mE CITY OF CARLSBAD. SUBIT N'PUCAnON FOR BLASTIHG PfRIIIT IIELL IN ADVANCC OF 1Hf SCH£DUUNG OF 8tAS11NC OPERA nONS. 19. If ANY ARCHA{OLOGICAL RESOURCCS ARE DISCOl£RED tlllf#N ANY IIORI( AREA DURING CONS7flUCnDN, Q1'£11/\TIOHS IIILl Cf,15£ /!Ml!MlEl.Y: AND mE PfRIIITTEE IIILL NOnFY THE CITY ENGINfER. OPERA TIOHS 1111.L NOT RfSTART UN111.. TH[ PfRIIITTEf HAS RECf/1£D MRITTEN AUmORITY FR/JI/ THE CITY fNGINITR TO DO SO. 20. ALL OPERAnONs CONDUC1ED ON mr SIT[ OR ADJACCNT mERfTO, INCI.UDING WARIIINC UP, REPAIR, ARRIVAL. OEPARIIJRf OR OPERAnON OF nlUCKS. EARmllD'ANG [QUIPIIEJIT, CONST11UCTlc»I EQU/PI/ENT AND ANY OmER ASSOCIATED GRADING [QUIPIIEIIT SI/ALL 8£ UIIIIED TO THE PERIOD 8E1Yl£EN 7: 00 A.II. AND SUNSET EACH DAY, IIONDA Y 1HHIJ FRIDAY ANO HO EARTHIIOVIHG OR GRADING OPERATIONS SHALL BE CONDUC1ED ON 11/ffKENOS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT mE ENGINffRING OEPARTIIENT COUNTER.) 21. AU. Off-5Uf: I/AUL ROU!fS SH& BC SUBIIITTfD BY THE COH11!ACJW TO THE CITY ENGINEER FOR APPROVAL 7llO FULL IKJRlaNG DA lS PRIOR TO BEGINNING Of 111:RK. 22. /IIPORT WA TERIAL SHALL Bf OBTAINED FR/JI/, AND WASTE WA TERIAL SHALL BE OEPOS/1ED AT, A SITE APPR01£D BY THf CITY OIGINEfR. 1l/£ C(WJR,!ClllR SH& BE Rf5P/lNSIBI E fOR NIY DCBRIS OR DMIAGC OCCURRING ALil'IG THE HAUL ROUTE:S OR ADJACENT STRffTS t\S A R£SUL T OF 1'IC GRADING OPERA TICN. 23. BRUSH SHALL BE R[ll01£D OHL Y WlmlN IHE AREA TO 8[ GRADED. NO 1RffS ARf TO 8£ REWOl£D UNLESS SPfCIRCALL Y N01ED ON 1H£ PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RfSUL nNC IN mE POND/HG Of WATER IS NOT PfRIIIT1ED. ALL EARIHEN SWALES AND DITCHfS SHALL HAI£ A 11/NIIIUII ON[ PERCENT SLOPE. 25. m[SE PLANS ARf SUB-£CT TO A SIGNED AND APPROl£D SET OF EROSION CONTROL PLANS. EROS/c»I CONTROL SHALL 8£ AS SHO'M< ANO AS APPROl£D BY THf CITY ENGINffR OR AS DIRECTED BY 1H£ PRQ.£CT INSPECTOR. 25. ALL SLOPES SHALL BE TRIIIIIIED TO A RN/SH GRAD£ ro PROOUG A UNIFORW SU/lfACC AND CROSS SECnON. mE SITE SHALL BC LfFT IN A NEAT AND OROERt. Y CONDlnON. ALL STONES, ROOTS OR OmER OEIIRtS SHALL BE REWOl£D AND DISPOSED OF AT A SJ)[ APPR01,£D OF BY TH[ arr ENGINEfR. 27. ALL SLOPES SHALL BE IRRIGA 1ED, STABILIZED, PLANTED AND/OR HYDROSEEDED WlmlN TrN (10) DAYS Of 1Hf nilf WI/EN EAC/i SLOPE IS BROUGHT TO GRADE AS SHONf/ ON '/HE APPR01£D GRADING PLANS. 28 LANDSCAPING SHALL BE ACCOIIPUSHED ON ALL SLOPES ANO PADS AS RfOUIRfD BY mr CITY OF CARLSBAD LANDSCAPE IIANUAL. m[ LANDSCAPING PLANS FOR m,s PRO,£CT, DRAtllNC NO. f88-Bl. . AND/OR AS DIRfC1ED BY m£ CITY ENGINEER OR PLANNING DIRECTOR. 29. mE O'M<ER/APPUCANT SHALL INSUR[ mA T ALL CON11lACTORS SHALL COORD/NA Tr mE IIORI( OF mESE GRADING PLANS r,im mAT SHOW/ ON BDm m[ LANDSCAPE AND IRRIGA nON PLANS AND mE IIIPR0\£1,f[NT PLANS AS REQUIRED FOR mis lltl?K IN ACCORDANCE: Wlm TH[ LANDSCAPf IIANUAL T1ilf REQUIRfllEN/5. JO. STORM DRAIN P1Pf SI/ALL 8£ ll£1NFORCCD CONCRfTE PIPE WIIH A l,//N/1,/UI,/ D-LOAD OF 1,.l5C. FOR PRIVATE STORM DRAIN P1PES. UP TO 15• PVC IIAY Bf UTIJZ£D PROIM:£D DEPm IS LESS mAN 15 FffT AND BACKRLLfD 111m 3/•· ROCt< PER SDRSD S-4 1lff •c• AND PIPE IIEfTS ASTII STANDARD JOJ• FOR SOR 35 SOUD WALL PIPf. 31. IIK9lf AN £XIS11NC PIP£ UN£ IS TO BE ABANDONED AS A RESUL T Of m£ GRADING OPERATIOH, IT SHALL BE REWOl£D tlllf#N TWENTY FffT Of BUILDING OR Sll!EIT AREAS AND RfPLACCD r,im PROffRI. y COIIPAC1ED SOILS. IN omrn AREAS mE P1Pf 1111.L BE PLUGGED r,im CONCRfTE OR R£WO,£D AS APPRO\f:D BY mE CITY ENGINfER. 32. THE CONTRACTOR SHALL \£WY 1Hf LOCAnON Of ALL fXISnNG FAaunrs (ABO\£ GROUND ANO UN0CR GROUND) WITJ/IN THC PRO,£CT SITE sumc1£NTL Y AHfA/) OF GllADING TO Pflll/lT mE Rf'ASION OF mr GRADING PLANS IF IT IS FOUND mA T me ACTUAL LOCA nONs ARf IN CONFLICT WIIH mE PROPOSED IIORI(_ 33. mE CONT11ACTOR SHALL NOnFY AfFEC1ED unuTY COIIPANl[S (SEE BELOW) AT LEAST 2 FUI.L ll!JliK1NG DAYS PRIOR TO STARnNG GRADING NEAR mflR FAaLJ11ES ANO SHALL COORDINATE m£ IIORI( WIIH A COIIPANY REPRESENT A n\f:. UNDERGROUND SE11WCC ALERT (BOO) 422-41JJ SIJGtf (BOO) 660-7J4J PAORC BELL (BOO) 892-012J ADflPHIA CABLE C!MWNICA nONs (760) 4J8-n•1 COX IXMIUNICATIOHS (760) 8iJ6-9809 CITY Of CARIS8AD (STJ1ffTS ,t STORM DRAIN) (760) 434-2980 • CITY OF CA/l19JAD (Sf'flfR.WATER ,t RfCI.AIIIED WAIER) (760) 438-2722 •SAN DIEGU/10 WAmi DISTRICT (760) 633-2650 • LEUCADIA COUHTY WATER D/5711fCT i760) 753-D155 • VALLECITOS WATER DISTRICT 760) 7H-a.60 • OLJVENHAIH WATER DISTRICT 760) 753-6466 •BUCNA SANITATIOH DISTRICT (760) 726-IJ40 •AS APPROPRIATE ~-PERIIMT COIIPLIANCC REQUtRfilENTS: A. [CJ! cg/lfflJlfD =-mE APPLJCANT HIRES A C/WL ENGINffR, SOLS ENGINECR, AND GCOLOGIST TO GIi£ TECHNICAL ADVICE, l8SEII,£ AND CON11!Ct. 1Hf II0'1K IN PROGR£SS /15.16.120 A.BJ CARLSBAD IIUNICIPAL COO£. 8. PRIOR 1Q FINAL APPROVAL IT A GRAD/NC PEBltlT-mE FOLLOWING REPORTS I/UST 8C SIJ8tl/T1ED TO mr CITY £NG1NffR WA IHE PRQ.ECT /NSP£CTOR /15.16.120 A.10/ CARLSBAD IIUNICIPAL CODE: (1) FWAL RfPCflT BY SUPER'AS/NG GRADING ENGINEER STA nNG ALL GRADING IS CXIIPLETE. ALL EROSION CONTROL. SLOPE PLANnNG AND IRIIIGAnDN ARC INSTALLED IN CONFCX!IIANCC Wlm CITY COOf AND me APPROl£D PLANS (OBTAIN SAIIPLE OF COIIPUANCE LETTER FR/JI/ CITY ENG/NfERING OEPARTIIOIT). (2) AS-BUILT GRAD/HG PLAN. (3) REPORT FR/JI/ THE SOILS ENCINEER, WHICH INCLUDES RECXMl£NIJf!J SOit. BEARING CAPACITlfS, A STA IDIENT AS TO THE DIPANS/1£ QUAl/TY OF mE SOIL. AND SUWWARIES Of fl£LD ANO LABORATORY TESTS. mE REPORT SHALL ALSO INCI.UOC A STA TBIIENT BY me SOILS ENGINEER mA T mE GllADIHG WAS DON£ IN ACCOROANCC Wlm IH[ R[OUIR[IIENTS ANO RfCOIIIIENDA TIONS OUTUNfD IN 1HE PREUIIINARY SC,LS REPORT AND ANY SUPPIDIENTS mERfTO. (4) REPORT w,m AS-BUILT GEOLOGIC PLAN, IF R[OUIRED BY THE arr. J5. UNLESS A GRADING PfRltl/T FOR THIS PRQ.ECT IS ISSUED WlmlN ONE (1) ~ !FTER 1HE CITY ENGINEER'S APPROVAL. 71/fSf PLANS IIA Y Bf REQUIRED TO BE RES/Jllil/TTED FOR PL.ANCHfCK. PL.ANCHECK FffS WILL BE REQUIRED FOR ANY SLJal RECHECK. 36. mE Sotl.S RCPORT nTLED GCTEQNCAL fflGlt/WlfNG INl£SDGAilotl-l'RO.CCT NO. Ji2B2-Q4, PfRPARED BY NQ1CA1. 0/Qlfllil/(i DA 1ED APRIL OB, 20/M. SHALL BC CONSIDERED AS A PART OF m,s GRADING PLNI. ALL GRAD/HG SHALL 8£ DONE IN ACCORDANCE lllm mE RE:CX)IIIIENDAnONs AND SPfCIRCAnONS CONTAINED IH SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY Dfa.ARf mAT I All THE ENGIN£ER OF II0'1K Foti m,s PRO,.£C T, mAT I HA,£ EX£RCISED RfSPONSlfit£ CHARGE 0\£11 mE D£S/GN OF 1Hf PRQ.£CT AS DERNEO IN SECTIDN 670J OF 1Hf BUSIN£SS AND PROFfSSIONS COO£, AND mAT mE DESIGN IS COISISTANT twm CURR£HT STANDARDS. I UNOlllSTAHO IHAT THE CHECK OF PRO.£CT DRAIIINGS AND SPECIRCA TTONS CITY OF CARLSIMD DOES NOT RfJ..£1,£ 11£, AS fNGINITR Of lla/K, RESPOIISIBILITIES FOR PRO,£CT 0£S/GN. CORNERSTONE BY mE OF /JY EXISTING FIRE HYORAN r •, LOT 2 ~ I ' , CITY OF OCEANSIDE HJGHW,l•;Y }'8 NORTH BENCH MARK PROJECT SITE PACIFIC OCEAN NOT TO SCA!£ CITY OF ENCINITAS VICINITY MAP CITY or VISTA <{,)-;;/ CITY or -,.....-1.~SAN MARCOS CARLSBAD TRACT NO. 72-3 EXISTING FIRE LOT 6 I HYDRANT .,,1 :;;: I JI r ~· .. KEY SCALE: .. MAP 1· -60' .I . ' ,. •, · ~-o PROPOSED PARrs rn.~ STORAGE/OFfJCES GRADING PLANS FOR: COUNTY PONTIAC/GMC WORK TO BE DONE I I I LOT 7 I EXISnNG FIRE HYDRANT ..- ii ..- ii I- 0 ...J mE (;RADIN(; IIORI( SHALL CONSIST OF 1Hf CONS7flUCnON OF ALL CUIS AND RLLS, RfllEl)AL GllADING, DRAINAGE FAaLJ11fS, EROSIOH CON11!Ct. FACIUTIES. ANO PLANTING OF PfRIIANENT LANDSCAPING AND PREPARAnON OF AS-BUILT GRADING PLAN$. AS-BUILT GCOLOOC IIAPS AND RCPORIS, ALL AS SHOIIN OR REQIJIRED ON mlS SET Of Pl.ANS AND THE aTY STANDARDS. SPECIF/CA nDH5. RfQU/RflENT.5. RfSDI.UTIONS ANO ORDINANCES a1ED ON THESE PLANS m£ GRADIN(; IIORI( SHALL 8£ PffiFORilfD IN ACCORDANCC r,im mE FDl.lONING DOCUIICNIS, CURRENT AT TH[ TIIIE Of CONSnlUCnDN, AS D/RfC1ED BY mr CITY ENGINEER. I. CARI..SBAD IIUNICIPAL CODE 2. CITY OF CA/l19JAD fNG/NfERING STANDARDS 3. mlS SET OF PLANS •· REsa.UnON NO. 5914 ,t 59!5 DA TED J/HE 15. 2005 5. THE STANDARD SPECIRCA nONs FOR PU/ltJC IIORl(S CONSTRUCnON (GREEN 800<}. 6. SOILS REPORT AND RECXMlfNDATIONS BY NORCAl ENGINEERING REPORT NO, )1282-04 DA1ED APRIL 08, 2004 7. 1Hf SAN DICGO REGIONAL STANDARD ORAtllNGS AHO AS IIAY Bf IIODIFIED BY mE CITY OF CARLSBAD STANDARDS. B CALIFORNIA COASTAL COIIIIISSION DE\£1.0l'IIENT PERMIT CONotnDNS DATED .AJIIE 15, 2005 9. fN-TAL APPROVAL DOCU/llfNTS DATED ---'N"-'/,-'A ___ _ 10. STORMWA TER IIANAGOl£NT PLAN ANO STORMWA TER Pa.LUnON PRfl£NnDN PLAN PREPARED BY: CORNERSTONE ENGINEERING, INC. DA TED JUNE 2005. LOT NO. 3, CflRLSIIAD lRACT NO. 72-3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATI: OF CAUfORNIA, ACCORDING TO THE MAP THEREOF MO. 7492, FU.ED IN THE OFFlCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON NO'o'EMBER 30, 1972. SlTB 4!!!!8155 5425 PASEO Da NORTE DRIVE CARLSBAD, CA. 92008 OJ!NgRfPIBNJIJK CARLSBAD AUTO PARK PROPERTIES, LLC. -OWNER NORTH COUNTY PONTIAC/GMC-PERMITEE 355 WEST \IISTA WAY ,1STA, CA. 92083 760-606-5129 DESCRIPTION LEGEND Dll'G.NO. SYMBOL QUANTITY PROJECT BOUNDARY EXISTING CONTOUR EXISTING SOIER EXISTING WA 1ER EXISTINC STORMDRAIN PROPOSED 1 a• HOPE STORMDRAIN PROPOSED a• FIRE LINE PROPOSED AC REPLACEMENT 3.s· AC/s.s· AB/12· COMP . NATIVE PROPOSED e• PCC SLAB PROPOSED 4 • PCC SLAB PROPOSED AC SAWCUT PROPOSED CURB/GUTTER REMOVAL N:2Z7f2ftl: W,ll· --~63.5-- --s----w---SD- ---e·w~-- t . . . . . . . . . . . . . . . I . . . . . . . . . . . . . .. . . ................. . . -...... -. -..... . ................... 236 LF . 49,450 S.F. 5,485 S.F. 2,JOO S.F. 735 LF. 1,390 L.F. ENGINEERING, INC. 1600 lRUxnJN A'8U. SU'lt: 400 BAKERSFE.D. CA tJJ01 620 MISSION A\OfJE OC£AHg()[. CA D2QS.I ~ 11<fESS1% § ~"<,.,¥-J. B-4-f! % &, ~t ~"' ,, ~~;;;:;:::;:::;j:;·,__ __ ~s:;:ER~.:!v!~iEiBAiY~Siiiii~~ii~·:-~ .. ;-;-!-~-i-~-~-1-~J ~ ~ ~ "' EXISTING SPOT ELEVATION DIRECTION OF DRAINAGE (WITH SLOPE ll) TOP OF CURB ELEVA TJON 1(1.: (Ml\ l25-9474 f'AJ: le61 J22-0129 "" f"'I m-"" f Al(; 760 722-9'490 * No. 34318 * Reg. Exp. 9/07 TOP OF ASPHALT ELEVATION FINISH SURF ACE ELEVA TJON FLO\\UN[ ELEVATION PROPOSED CATCH BASIN (BROOKS, 35•,35• OR EQUAL) CONSUL TING Cl'IIL ENGINEERING AND LAND SUR'll:YING -•.comwstone.'lg.com STEI/EN J. BARGER RCE 34318 SOWl ENGINEER'S CERTinCATE r' DATE /, KEITI-1 D. TUCKER , A RfGISTfR£D G£0TECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUS/N[SS IN THE flfLD OF APPL/fD SOILS !l[CHAN/CS, HfRfBY CERTIFY THA T A SAMPLING AND SWOY OF THE SOIL CONDITIONS PREVALENT WITHIN THI S SITf WAS MAD[ BY ME OR UNDER MY DIRECTION BfTll'ffN THf DA TfS OF MARCH 1 0 , 200f ANO APRIL 06 , 2004 . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS SWDY, WITH MY RfCOMMfNDATJONS, HAS BEfN SUBMITTED TO TH£ OFFICE OF TH£ CITY ENG/N[[R. SIGN[O: ~ !;;...~ P.f . NO.: 841 -GI: DATE: __ 1 ..... 1 /-'~---'-'/4"-'5'------- L/CfNSE fXPIRA TJON DA Tf: 12/31/06 OWNER'S CERTIFICATE ~v" •• , ' ·' .t!,1 - J., -,·, ,. -• I (It£) HEREBY CERTIFY THAT A REG/STfR[D 50/LS ENGINEER OR GCOLOGIST ~S BEEN OR WILL Bf RfTAIN[D TO SUP[RVISE OVER-ALL GRADING ACn\llTY AND ADVISE f COMPACTION AND STABILI TY OF • THIS SITE./ l .. / -z . DATf SOURCE OF TOPOGRAPHY TOPOGRAPH Y SHO_,, ON mESE PLANS ll'AS GENERA 1ED BY GROUND SURVE Y MEmODs FROII INFORIIA nON GA m[RED ON JUNE 30 • 20D< BY CORNERSTONE ENGINEERING, INC, TOPOGRAPHY SHO _,, HEREON CONFORIIS TO NARONAL IIAP ACCURACY STANDARDS. PROJECT LOCATION m,s PRO.£CT IS LOCATED 111m1N ASSESSORS PARCEL NUIABER(S) 211-060-09 mE CAUFORNIA COORDINATE INDEX OF mis PRO,.£CT IS: N 350 E 1671 BENCH MARK CITY OF CARLSBAD SURVE Y CONTROL STATION ,CLSB-057, BRASS CAP LOCATED ON THE SIDEWALK APPROXIMATELY 25 FEET SOUTH OF THE SOU THWEST RETURN OF CANN ON ROAD AND AVENIDA ENCINAS. ELEVATION ~ 44.01 FEET INTERSTATE 5 ~· ::; I GI ,_ I :i I EARTH1fORK QUANTITIES CUT: 979 RLL: 1,595 IMPORT: 6l6 CY CY CY EXPORT: _____ CY RfWEDIAL 2 613 CY (BWG. OVER-fX) AC/lJASE 1 ~9 CY RfMOVAL TOP OF GRATE ELEVATION INLET IN.t:RT ELEVATION OUTLET INVERT ELEVATION P~ING DEPARTMENT APPROVAL ~ DAT!:) //g/<Y;, (SIC ) ~ PWlllllG Doox:TOR / ~(~-"\,.)~ -OATEcqfe1 ;.,,_. THE ABO\IE IN-PLACE QUANTITIES ARE ~ ~ Ill ~ ~ ~ HAS BUIL TH RCE __ _ EXP, ___ _ RE VJEIIED BY, 3 EA. DATE BASED ON GR ADING LINES, ELEVATIONS ~ ~ \ SHOWN DN THESE DRAV,,NGS AND BY CD p O 4-4 2 pc D o 4-0 2 R!COIOIElfDl:D BY: tklri • !'A 11.W\ USING AN ANTICIP.6.TED ADJUSTMENT INSPECTOR DATE FACTOR Of 1.3. ACTU AL QUANT111ES OF EAR"THWORK MAY VARY FROM TH AT LU Er] STATED ABDV£ DEPENDING UPON VAR~NG • ----+---1----------------4---+---+--+----l SHElET CITY OF CARLSBAD SHE5ETS SOIL DENSITIES, THE AMOUNT Of SOIL 1- BEtNG REMOVED DURING CLEARING AND "==='...'.::==E::N:::G=l=NE=E=R=l=N=G=D=E=P=A=R=T=ME=N=T==::::.:==::::::; GRUBBING OF THE SITE, AND ON THE .- DEGREE Of SITE PREPARATION ACTUALLY REQUIRED IN THE FlELD. THESE QUANTITIES ARE FOR PURPOSE OF CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC AGENCY AND ARE NOT TO BE USED FOR JOB BtDOING PURPOSES. GRADING AND EROSION CONTROL PLANS FOR NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE CARL S BAD MUNICIPAL \JATER DISTRICT AP PROVED, GLEN PRUI M IJ'r 4_,.ifio-.,./-,r;,.-4-""-<~,_,c,,,.{il.d~.J,,.id::;,~~c.g.,:,,· ~• "-c-c~~ 1/ Jt>/c,<-'cf{y ENGI NEli:lfPE51~ 9/30/07 > DKrE~ 1-----+---+~-------------+--t--t---t----i , ~ d-vV"~ ROBERT J . 1/0fu DEPUTY CITY ENGINEER R.C .E. 33698, 1f1PJ~e ofu EXP. l /30/06 DATE INITIAL NGINEER □F 'w'□R REVISION DESCRIPTION DATE INITIAL DATE INITIAL □TH£1i! APPROVAL CITY APPROVAL D1/N BY , CHKD BY<~ RV IID BY,~ PROJECT NO. DRAIIING NO CDP 04-42 433-BA -\ 020306 } C .... ~ 0 ,.. -w Cl! w &, ► EXIST. CA/[J/ BASIN HYDRAN t /\ , PRC1?0SED Q£ANWT 1 6"1NV.=5H4 "' \ I ,., .9J I "' -;.· ACtiB-JJ ,~ REMOVE 27 LF OF EXISTING P~EO 6~ fil'VC f'C61..8.f AC67.iJ4 -~ " 6" PCC CURB, REPLACE 'MTH SAME© [)(JST. 6" Wfllil_/N 10.00' -ENTIRE CHANNEL tS UNEfi WITH VEGETATION ' i TC67.20 AC 6..70 M,!i'TCH \. l I ' / ~ .,. "' 8 ~s, ....._ -t.111.t) . flvo F):o~"-a,,:i ""u~ . a----...., STAIRCASE TO '-8-~ SECOND FLOOR .. _\-: : ~ ~. ..,, ' . . . . ~ -- EXISTING BLOCK WAU. . . . "'51'111.L ,n.a. li-OF"' . : -~·•roucan,111e1 ~ .. . - IOI I Oiiill •·-.. 0.\8:r,7 -North COl.lnty GMC\.817-0I\dwg\817-01 rlnc.l Groding ll-14-05.Uwg ll/22/2005 9,40 AM PDT ' . F64.50 _. .-. OF 0 TC66.90 ' Cj;6.-<0 STA. 10+10 f EXIST FK HYDRANT ~11+10 • EXIST. S " 1 '-<.._, • ->, (J j:: ;; -81 o ,, TD BE 1/fjJ/) 8(!5T, OONCRE"IE BROW DITCH /';EXIST. CJJRB, CV m:J/, ANO I SJ0£WAIJ( GRAPHIC SCALE < - • -•• . . . --- ~ . , , EXISTING J ,. • " IN FEET ) 1 inch ""' 20 fL I J INVENTORY A P~~NG . , . . , ·.t~ , _I ___ ..,_. .. __:J . . . . . . : PR0f'0SEl~EHCl.09UIII! . --.. --_-.;'."_"_.-i ~-: .: --~.:: :: . -~. ,: ~---~\ .. ··_:·.; ··.·:.·.' ,fliUJlli·_ : -... ~ • -: . : . . : . f m -IllL SIJBOIWSDI S\y Nii CASIERlY -1-CT-,.,_Y LIIC fa/ INTDISTAIC 1'-Sll-5; NXCSS RKHrs 1/£1-.etJ BY OllD 11:GO!Ltli .JK 18, 1965, fl£ NQ. IQ/17511. QR. " ' ' 70 70 68 EXIST. 6' HIGH CHAINLINK FENCE PROPERTY LINE SEE BUILO,NG PLANS FOR STRUCTURALJFOOTING DETAILS 6' PCC CURB 66 I 66 64 62 ---64 ,, ✓8:::::::::5_0:..,:-:::::jR ----- 62 60 58 56 54 / -..._ / EXIST. GROUND EXISTINGCAL-TRANS /'. '~ PROFILE DRAINAGE CHANNEL // / 1ST. BROW DITCH ------/ PL / / / / / 1 O' 'MOE GRASS DETAIL 'A' SCALE: 1"=10' H 1 "=8' V WESLOH CHEVROLET LINED DRAINAGE SWALE EXIST. CURB AND AC PAVING 2:>: MIN ---=. DETAIL 'B' NO SC ALE SEE BUILDING PLAN S FOR STRUCTURAL/FOOTING DETAILS FF=65.00 3 /8" TYP. 60 58 56 54 1.5' AC PAVING ~-AGG BASE 6" MIN. CON CRETE TO BE 56D-C-3250 NOTE:CONSTRUCTION MATERIAL SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION . DETAIL 'C ' NO SCALE BOUNDAR Y NOTES (D FOUND NAIL AND BRASS TAG PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 (3) FOUND IRON PIPE PER CARLSBAD TRACT NO. 72-.J, MAP NO. 7492 G) SEARCH FOR IRON PIPE PER CARLS8AO TRACT NO. 72-3, MAP NO. 7492. NOTHING FOUND CONSTRUCTION N10TES @ SAWCUT AND MATCH TO EXISTING AC PAVEMENT ® SAWCUT/REMOVE EXISTING PCC CURB © REMOVE EXISTING 6" PCC CURB, REPLACE WI TH SAME . ® INSTALL 3.5" A.C./5.5" CL II A.B./12" COMP. NATIVE TO 90% DENSITY © CONSTRUCT 3' l'liDE PCC VALLEY GUTTER OVER 0.50' COMP. NATIVE TO 90% DENSI TY 0 CONSTRUCT 6" PCC CURB PER SDRSD NO. G-1 OVER 0.50' COMP. NATIVE TO 90% DENSITY @ REMOVE/RELOCATE EXISTING LIGHT/LIGHT FACILlllES AND UTILITIES (SEE ARCHITECTURAL/ELECTRICAL PLANS FOR LOCATIONS) ® 6" P.C.C. W//13 BARS @ 18" o/c EACH WA Y OVER 0.50' COMP. NATIVE TO 90% DENSITY (i) INSTALL 3'x3' CATCH BASIN W/GRATE PER SDRSD NO. D-9 AND FLO-GARD PLUS CATCH BASIN INSERT (POST -CONSTRUCTION BMP) 0 REMOVE EXISllNG 6" AC CUR B, REPLACE l'liTH 6 " HIGH PCC CURB PER SDRSD NO. G-1 @ REMOVE EXISTING 6" AC CURB, REPLACE l'liTH TYPE G CU RB AN D GUTTER PER SDRSD NO. G-2 (8" CURB) © INSTALL 5'x5'x1.5' RIP RAP ENERGY DISSIPATOR PER SDRSD NO. D-40, TYPE 2 (MODIFIED) CLASS = 1/4 TON, W/MIRAFI 180N FILTER FABRIC OR APPROVED EQUAL (D CONSTRUCT 6" PCC MOW STRIP OVER 0.50' COMP. NATIVE TO 90% DENSITY ® CONSTRUCT 4" PCC SIDEWALK OVER 0 .50' COMP. NATIVE TO 90% DENSITY ® INSTALL "GRASS PAVE" SURFACE OVER 0.50' CL 11 A.B. (MINIMUM 50% PERVIOUS AREA) (POST-CONSTRUCTION BMP) ® POINT OF CONNECTION FOR SAND/OIL INTERCEPTOR (JENSEN MODEL KJP1500SO OR APPROVED EQUAL, SEE PLUMBING PLANS FOR DETAIL) LEGEND FF[ -FlNISH FLOOR ELEVATION FPE -FlNISH PAO filVATION TC -TOP OF CURB EL£:VATION f -FLO\\\JNE ELEVATION AC -TOP OF ASPHALT EL£VATION C -TOP OF CONCRETE ELEVATION FS -nNISH SIJRFACE ELEVATION G -TOP OF DROP INLET GRATE IE -INLET IN1/U!T ELEVATION OE -OUTLET INVERT ELEVATION co -SEWER ll..EANOUT PCC -PORRANO CONCRE'Tt CEMENT ... -DIRECTION OF ORAJNAG£ IQ) -UTILITY MANHOLE ® -SANITARY SEWER MANHot.£ © -SANITARY SEWER CLEANOUT CORNERSTONE CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 5 ENGINEER)(NG, INC. 1600 TRIJ~ A',Ol,C. SJllE 400 IW(£RSfl[U), e,., tJJOt ID.: {IMl1\ J2S-9474 fAX: (111 322--0129 CONSUL TING CII/IL ENGINEERING AND LANO SURv£Y!NG nw.comerstoneeng.com , . DATE 1 GRADING PLANS FOR: NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE . APPROVED, GLEN PRUIM 4,:_ -c:l,L ::::f< 4,,. ~ti""'"' 'cnY ENGINEE~E 5filXP. 9 /30/07 D\.'N BY• ,.=.- CHK D BY• RV\.'D BY, - PROJECT NO. CDP 04-42 DRA\.'ING NO 433-BA l 020306 □•\817 -~Ol""th Co1:.1l'lty GMC \917-01\dwg\917-01 Flno.l Gr-o.dlnQ 11-14--05.dwg 11/22/200'5 9'40 AM PDT I • • • ENTIRE CHMINEL IS LINED WITH VEGETATION . -•' - -:Q L.s -,,#,.,,,,_,,,,___. -7 ---- ·Dl15f-. - UTIUTY : · V>,t/( r . EXISTING BUILDING#) F I ~9 - .. - ---- ·, EXJS, U7/UTY !IANIKll ~ ,..: 0 ~ o'i °' < T5 . .3' ., w 0.. ,f < 0 r/) -a "' z 0 :s "' • ... -.-, "' Cl) -- -. __ ,. STA 10+.0 £JoS[ S111CET LIGHT GRAPHIC SCALE ., 0 10 ,0 --- - -( IN FEET ) 1 inch s 20 fL -- LEGEND FFE -FINISH FLOOR ELEVATION FPE -FINISH PAD ELEVATION TC -TOP OF CURB ELEVATION F -FLOWUNE ELEVATION AC -TOP OF ASPHALT ELEVATION C -TOP OF CONCRETE ELEVATION FS -FINISH SURFACE ELEVA1lON G -TOP OF DROP INLET GRATE IE -PIPE INVERT EL.EVATION co -SEWER CLEANOUT PCC -PORTLAND CONCRETE CEMENT .... -DIRECTION OF ORAINAGE (!l) -UTIUn' MANHOLE ® -SANITARY SEWER MANHOLE © -SANITARY SEWER Cl.£ANOUT BOUNDARY NOTES G) FOUND NAIL AND BRASS TAG PER CARLSBAD mACT NO. 72-3, MAP NO. 7492 (3) FOUND IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492 Q) SEARCH FOR IRON PIPE PER CARLSBAD TRACT NO. 72-3, MAP NO. 7492. NOl'HING FOUND CONSTRUCTION NOTES © SAWCUT AND MATCH TO EXISTING AC PAVEMENT ® SAWCUT/REMOVE EXISTING PCC CURB © REMOVE EXISTING 6" PCC CURB, REPLACE WITH SAME. ® INSTALL .3.5" A.C./5.5" CL II A.B /12" COMP. NATIVE TO 90:7. DENSITY 0 CONSTRUCT .3' WIDE PCC VALLEY GUTTER OVER 0.50' COMP. NATIVE TO 90:7. DENSITY 0 CONSTRUCT 6" PCC CURB PER SDRSD NO G-1 OVER 0.50' COMP. NATIVE TO 90:7. DENSITY @ REMOVE/RELOCATE EXISTING LIGHT /LIGH T FACILITIES AND UTILITIES (SEE ARCHITECTURAL/ELECTRICAL PLANS FOR LOCATIONS) ® 6" P.C.C. W/#.3 BARS @ 18" o/c EACH WAY OVER 0.50' COMP. NATIVE TO 90:7. DENSITY 0 REMOVE EXISTING 6" AC CURB, REPLACE WITH 6" HIGH PCC CURB PER SDRSD NO. G-1 @ REMOVE EXISTING 6" AC CURB, REPLACE WITH TYPE G CURB AND GUTTER PER SCRSD NO. G-2 (B" CURB) (D CONSTRU CT 6' PCC MOW STRIP OVER 0.50' COMP. NATIVE TO 90:7. DENSITY CORNERSTONE I SHE3 ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 5 ENGINEERUNG, INC. 1600 ~ A'9il", gJ"J[ 400 8AKtlGE..D, CA SJJOI TR: (~1) 32~7-4 f~ (881) 32:2-012:9 CONSUL TING Cll;IL ENGINEERING AND LAND SUR'v£YING ww!fl'.c0fllerst011eeog.com STEVEN J . BARGER RCE .34.318 DATE GRADING PLANS FOR: NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE CITY ENGIN D\JN BY, __ _ CHKD BY •~ RV\ID BY•~ PROJECT ND. CDP 04-4.2 DRA\JING ND 4 33-BA l 020306 PROPERTY BOUNDARY ~,, IJJ ix, "' 0 <") C "" "' z ' I • ~ f ~ i . • I \ ( I 1); · .. I , I I I I I l I I L ~ " ,.-, ',_\:;, "E...,, . , . 7 • .I I • • \-. \ l ____ "l" -- ss n I I _J \\ l i\ / '1 3'X3' CATCH BASIN I I L~t.- • • ',-. . I / _., --~ g,99- • • • PFlOPOSF:TI SFl?V1,;E F'i\FffS /\ND s·rcF'.l\(i[ Bl.JII .. DIN(; N.21"17'20"\iV 57.5 '55.0 5?.S ':, ,-; ,,, ',/.· • •Lt, PROP 18" STORM DRAIN ,i/ •, ......,_J GRAPHIC SCALE 2[) 0 " " ~----- I I ( IN FEET ) 1 inch = 20 ft CURB ~3•x3• CATCH BASIN HA YBALE SILT BARRIER (TYP) ' : ·1 ~ : ) . ' • -- SILT FENCE WITH STRAW ROLLS (TYP) 37779' tlCO 57.5 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FRANK JOHNSON AT (760) 806-5129 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEV1CES WHEN RAIN IS EMINENT. 3. DEV1CES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFJED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE AU. EROSION CONTROL OEV1CES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION . 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACF AT THE END OF EACH WORKING DAY WHEN THE 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 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROV1DE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 Of THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT Of CONSERVATION, STATE OF CALIFORNIA. DESCRlF'.TION STABIL!ZF:D CONSTRUCTION llNTRANCE SILT FENCE W /FIBER ROLL HAY BALE S!LT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS LEGEND QUANT.TTY 979 SQ FT. 930 L.F. EA. 50 EA. 1.630 EA. SYMDOL . """"" ..... ■ ---------- NOTE SE.E SHEET 5 FOR DETAILS ~ CITY OF CARLSBAD SHEETS COJR.NIERSTONJE ,__ ...... lENGl!NEJF.lR:.J[NG,,. l(N<(:::;, , 1600 TReXTL-N AVE"NL1., StJllt 400 BAKERSFIHO. CA 9330\ TEL: {66<} 325--947~ FAX: /661) 322-0129 620 MISS:Ct. AVLNIJ£ OCE"NSIDE, CA !=!~054 "l'Ei." (76M 7:?J-.W~5 FAX: ( i&Oj 722-9~9\/ CONSUL TING CIVIL ENGINEERING AND LAND SURVEYING www.cornerstoneerig.com STEVEN J. BARGER RCE 34318 DATE ~ EN_~INEERING m;:PARTMENT ..... . 5 EROSION CONTROL PLANS FOR: NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE l)',../N BY: -~- CHKD BY, _&~ RV 'w D .By I --~kL. PRLUEC I NU. CDP 04-42 DR Aw !NG NO 433-BA • • • • • • • I I • • • • • • • • • • ,, • • • • ', ... _ ·•~.s,,.s--'-~ PHASE 2 ,, j '-i • /SILT FENCE ~~H, STRAW ROLLS (TYP) I (l'09 l/1.'.l \ ,_ ;,.,.\ _\ •.. \. \. I ' ·, \ 1--., 1' ,_,,;_•• C ! . -;:. N.26°10'25"W . \ ' ,' '', ~· ,, ' ' ' ··.Ji ' ' ' I 64 0 11•·' /:'\ ' ' ''1(' 63.5 _ 269.22' 20 •,./ """ -.cc:·,·c,=•"""=-'"'"' i;;·zg ::U9 • GRAPHIC SCALE U 10 ( IN !'KET inch = 20 tt. GRAV[L BAC:S OVERLAP ONTO CURB --"--. ... ,9UNOff GAP 8£/'WEEN BAGS ACTS AS SPILLWAY M) MIN. THREE. LAYERS OF GRAVEL BAGS WITH ENDS 01/ERi.APPEO DROP !lv'L[T "--\.WTH G.RATF S rAK[S PE!? BALE COMPACT[O SO.I/_ -i TO PREVENT PIPING , RUNOFF WA T[R W1!7--! S[D!M[.NT 2X6 STRU !(S) R[QUIRED WHEN NO TED ON PLANS '. '.: ! n ,. l '\ ·!· ', '·, [.] 7 STAKED ---SrRAW BAU- n 2X6 STRUT(S) F!LTU?ED WATE.~· I ! : GRAVEL BAGS HAY BALE SILT BARRIER 1 SET POSTS AND [XCA VA It: A 4 BY 4 IN (10 BY 10 CM) TF~ENCH UP5U)PF FROM .ANO ALONG THE LINE OF POSTS . .J ATTACH /HE: Fil T[R rA8RiC TO TH£ WIRE ffNCE Al✓D EXTE}ID IT INTO THE TF?FNCH 2. STAPU. ~1.RE FENCING TO Tl-If POSTS. 4 IN (10 CM) 4. BACK.'/'LL AND COMPACT TU[ EXCAVATED SOIL. FiL TER FABRiC, "-.,-STRAW HL•~L < 8"-10" DIA •' " ''i ~~ \ I I I J WI!?[ I '... ~-•-~ i"V•" ' -'·-·-'"-1<__.:._ ,,.;-c.." ·•-I,_ "',--, __ -, ,<,! STAKt ·· ·. -)1· ,11 ·r-"·:i ··----:1: -: _!',·!•.~~ i -~-- rx1snNG GROUND PROV/0[ APPHOPR!A 7C TRANSi !JON Ht. TWFFN STABtl..!ZED CONS fi"(UCnO.N ENT.RANCE AND PUBLIC HIGHl---OF-WAY SILT FENCE & STRAW ROLL DETAIL STABILIZED CONSTRUCTION ENTRANCE C<0>RNlERSltO>NlE lENGrl[NlEIEJRU[NG, ll N<C,. 1€,00 TRU)(lUN A\'1'_NUE, sum: -400 ! BAKER.S""IE!.D, CA 9j,'.,01 'Eli {661) 325--9-'-?4 I AX: (661) J2:.C-0129 620 MISSlON A\'1:NIJE CCfANSIDE. CA 92054 lH: (760) 722<~4q"' FAX· (?60) 722,•94% CONSUL TING CIVIL ENGINEERING AND LAND SURVEYING www.cornerstoneeng.com 12. !w/05 STEVEN J, BARGER RCE 34318 ! I DATE TYPICAi. OF HU lH FNTRANCES CITY OF CARLSBAD SHEETS 5 ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE APPROVED, GLEN PRUIM SY 4 < • '°f# 14-".'~'4 D',/N BY• ___ _ CHKD BY~ RV'v./D 8Y:_j_~R __ PRCLIFCT NU, CDP 04-42 DRA'wI,~G ND 433-BA