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HomeMy WebLinkAboutDWG 496-3A; CDP 16-06; BAPTIE COASTAL RESIDENCE; 01-08I __________________________________________________________________ , ___________________________________________________________ , GRADING !'!OTES ----------- (IN ADDIT/0.N TO Th'E REQIJIRE1\t/E/\!1S OF CHAPTER 1 .5 16 OF THE CARLSBAD MUNICIPAL CODE) 1. rHIS PLAN SUPERSW[S ALL OTHER PLAN':; PR[ViOUSLf APPROVED BY Tf/[ CITY OF CARLSBAD REGARD/NC GRADING SHOWN ON fr/IS S[T OF PLANS 2 APPROVAL OF THIS !'LAN DOES NOT LESSEN ,OH WAJVE ANY PORTION OF me , CARLSB1\0 MUNICIPAL CODE, RESOLU /JON OF CON/Ji 110!-/AL APPROVAL, CIT( STANDARDS OR OTHER ADDITIONAL DOCUMEN IS LISTED H[,R[ON AS mEY MAY PERTAIN TO THIS P,ROJ[CT TH[ EJ/Gl/✓[[R IN R[SPONSIBL[ CHARGE SHALL REV/SF THESE PLANS WJ/[N NON-COI-IFORMANC[ IS 0/SCOV[R[D J CITY APPROVAL OF PLAN.S DOES NOT RELfEVt" THE OEVELOPEk O.R ENGif\iEER-or·- WORK FROM ,RESPONSIBILITY FOR Th'E CORf'CECT!ON OF ERFW.RS ANO Ol\4iSSiONS DISCOVERED OUR/NG CONSTRUC UGr-J' !'aLL PLAN RF.V/SlONS Sl-iALL B£ PR01\I/PTL Y SUBMI TTCO TO THE Cl TY ENGINEER FOR AP PRO VA!. 4 A R/CHT-OF--WAY PERMIT FROM Tl/[ C/IY ENG/NffR WILL BE HEQiJJR[D FOR ANY 6 7 8 9 WORK IN THE PUBLIC RIGHT OF WAY PP/OR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCF AS WELL AS' ADDITIONAL iNSURED ENDORSEMFNT MUST BE FILED NAMING THF CITY OF CARL S'BAD AS At'." ADDITIONAL INSURED ON THE PERivl/TTEE'S POL.ICY iN THE MlN!lv!Uivl AMOUN /" OF $1,000,000 00 FOR EAC!-i OCCURRANC[ OF LIABILITY TH[ fNSURANCc COMPANY w,~J//NG TH[ POLICY MUST HA\/£ A RA TING OF "A-" OR BFTf"t'R ANO --A SIZE CA TEGOF:\;--CJF CLASS I/Ii bR_Q_f;TTER AS FSTABI /SHFD BY "BESTS" KEY RA TiNC Cl.)!OE ('10 WORK SHALL B[ COMMENCED UNTIL ALL PERMITS I/AV[ OET/✓ OB TA/NED FROM TH[ CITY ANO OTHER APPROPRIA T[ AGENCIES 'APPROVAL OF Tf-/ESE PLANS BY Tl-IE Cl f-Y ENGINEER DOES NOT AUTh'01?IZE AN/ ,WORK OR GRADING TO BF: r'ERFORMED UN liL TH[ PROP[RfY OWNU(S PER/v//SS/ON r-/AS-BEEN OBTAINED ANO A VALID GRADING PERM/I HAS Bff_/✓ ISSUED ~? fif(ISloi: fy Wl~~'Gt~ft~,ADEN~}TE6HF~~T~ir1NS T~?lH 0fi/11I~~~j (,~~'[;~:, ~~'.;R~~:~;4/ APPROPRIA ([ SHEET OF THE PLAt--iS ANO Ti-IE TITL[ Sf-/EET ORIGINAL DRAWINGS' SHALL BECOME Th'E PFWPERTY or T.YE CITY UPON Bf/NG SIGNED BY THE Cl Tf ENGINEER JO TH[ OR/GINA!_ DRAWING SHALi_ 8[ R[V/.~ED JO REFLECT AS-tiU!LT CONDITIONS BY TN[ [/✓G/N[[R-OF-WORK PRIOR TO FINAc ACC[,OTANC[ OF THE WURi< 8'( Tf/[ CITY 11 ACC[S5 FOR rl/!E AND OTHER [MERC[NCY 1/ff//CLES SHALL BE 1vIAJNTAIN[D TO THE PHQjf_CT SITE AT ALL //MES DURING CONSU?UCTION 12 W/-/[R[ TR[NCH[S AR[ VI/Tf-i/N CIT'( [/\S[M[NTS, A ?OILS REPORT COMPR/5£0 Of (A) SUMMARY Sf-iEET, (B) LABORATORY WOR.~ SHEETS AND (C) COMPACTION CURVES, SHALL B[ SUBJ'l1!/ r!EO BY A PROFESS/ONA!_ [NG/NEER OF Th'£ STAT[ OF CALIFORNiA, PP/NC/PALLY DOING BUS'IN[)S' IN l:YE FIELD OF APPLIED SOiL S' MECHANICS THE SOILS REP01?T VViLL BE SUBMITTED TO THE ClTY [NGlNEERlNG INSP[CTOR WITHIN TWO WORK/NC DAYS OF T,½[ COMPLETION or FIELD T[S'TS 1J I\ 'JOlLS COMPACTION REPORT ANO COA1PL!A!'!Ct \/ER.fr/CA TIO/\! i\l:_-GARO/NG AOHERENC[ TO RECOMMEND A T/ONS OUTL!NfD lN THE SOiLS REPORT i'S REOUIREO PRlOR TO THE ISSU!\NCE OF A BUILD/NC PE.RMiT ALL CONTRU/..LED GRAD/NC SHALL B[ 0011[ IJNO[R TH[ 0/R[CTION or A PROF[SS!Oi✓AL [NG/NEER or THE STATE OF CAI..IFURN/A PRfi",/C/PALLY DOING BUSiNtSS ih' Tf-/E FIELD a;--APPL1EO SOILS MECHANICS ALL FILL OR FUTURE FILL AREAS SHALL BE COUS Tk'UCTED /N ACCORDANCE WITH T.YE CITY OF CARLSBAD S rANDARD SPECW/C.A TIONS AND i"h'f " EARTHWORK SPEC/riCAi/ON5 " ATJACf-I[0 TO Tf-1[ PRELIMINARY SOILS INVESTIGATION DA/1.Y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE i"RO,![CT JN5P[CTOR 14 A PR[CONS_muc TIO/✓ MEETING Sf-/ALL BE HELO AT T,Y[ Si TF PT//OR TO TH[ BFGINNINC or ___ WORK AND Si-/Ai I 81--A !T[Nl)f {l BY .LI/ I R[PRPS[N CA nvFD RESPONSIBLE FOR CONST.RUCTION, INSPECTION. SUPER\/!SlON, TESTING AND ALL OTHEF? ASPECTS OF Tf-lE woeK THE CONTl?AC[O,i\ SHA{L f?[()UES'T A PHECO/\/STRUc:·T10t'I'° M[[T/NG BY CALL/NC [ii[ INSPECT/ON LIN[ AT (760) 438-3891 AT LEAST nvr(5) WORK!NC DAYS PRIOR TO STARTING CONSTFWC T!ON THE CONTRACTOF? VViLL THE?) BE CONTACTED BY Tl-IE PROJECT INSPECTOR TO COOFWINATE A DATE ANO TfME FOF: Th'E PR[CONST!?UC noN MEETING APPROVED DRAWlNGS' MUST BE AVAILABLE PRIOR TO 5CH[DWLING THE GRADING PERMIT WILL BE PJWV/0[0 BY TH[ 1-'/WJECT !NSP[CTOI< AT THE AffTTINC.i' i.5 ALL_ _ _INSPFCT!ON REQU,LSTS orrrrp THAN FOR PRECONSTRUCTION M[[T/f\iC WILL BE MAO[ RY, (;A// ING (f--fr [NGINFFRiNG 24-JjQ/JR _l_l'i5.P[CN20,J~ .. -B..[QUFST I /N[__f,f_ '(7i)_Q) 438-3891 INSPcCTION R[Ql/[Sr MUST BE ,~t-CE!V[D PRIOR TO 2 ()()PM :ON nl[ DAY BEFORE TH[ INSPECTION JS /✓F,'OFD INSP[CT!U/✓5 WILL 8[ MADE iTlr'[ NEXT WORK DAY UNLESS YOU RF.QUEST (j;h'[Ri/ViSE F?EQ/JESTS A1/iD£ AFTER :2 00 PM WILL SF SCHEDULEU FO.R TWO FULL WORK DAYS LATER 16 :THE OWNER ANO/OR APPLICANT THROUG!-/ Tf-![ O[V[l_QPER AND/OR CONTRACTOR iSHALL DESIGN, CONSTRL,'C'T At\!U MAINTAIN AU SAFETY DEVICES, INCLUDING :sHORING, AND Sh'ALL BE SO/ELY RESPON'S!BLE FOR CONFORMING TO ALL LOC!\L, !STATE AND FEDERAL SAFEJY AND HEAL Tf-1 STANDAPDS, LAI/VS AND REGULA TlONS 17 in,[ CON IRACTOR SHALL coNrORM TO I_ABOR COO[ SECTION 6705 BY SUBMITTING A DETAiL PLAN TO Th'E CITY ENGINEER AND/OR CONCERl')EO AGENCY Sh'OWii1.1G T/-1£ DESIGN OF SHORING, BRACING '3LUP!NG Oi? OTHER PfWV!SIONS TO BE MAD[ OF WORKER PROTECTION rFWM THE: f-/AZARO or CAVING C/WUND DUR/NC Ti/[ [XCAVA TIO/\! 01c-SUC:h' TRENCf-/ 0,'\ TRENCHES OR OU kl NG THE PIPE .INS iALLA T/ON THEREIN TH.IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN OE(!TH AND APPFWVFD BY T!-!E CITY UJGiN'E[F< AND/OP CONCERNED AGENCY PRIOR TO EXCAVA T!ON IF Tf---lLPLAN. VARlES FRQ,,\.f THE SHORING SYS_TCM. STANDARDS FSTABLJS/J[O BY THE CONST.RUCTION SAFETY ORDERS TITLE 8 CALIFORNIA AOM/NfSTRA TIVF COO[ Tl-/[ PLAN S,YALi_ Of P,9FfA,"iFO BY A REGi'STER[O ___ ENG!NE[R AT Ti--f[_ __ C.QNTRAC[ORS EXPENSC A COPY OF THE <X,HA fXCAVATION PERMiT MUST BE SUBMI /"rED TO THE INSVi::-"CTOR PRIOR TO [XCAVA TION 18 NO BLASTING SHALL BE PERFORMED UNT!L A \/ALiU BLASTING PERMIT HAS H[EN , OBTA/N[O FROM THE CITY OF CARLSBAD SUBMIT APPL/CATION FOR BLASTING P[RMIT WELL IN AD\/ANC[ or TH[ SCHEDULING OF BLAST/NC OP[RA T/ONS 19 IF ANY ARCHAEOLOG/CA,1_ !~CSOURCES ARE D!SCO\/ERED WITHIN ANY WORK AP,cA DURING CONSTRIJCI/ON, OPERA T/Ot/'7 WILL CEASE /MM EDI A TEL Y ANO T!/E PUlMfTT[[ WILL NOTIFY TH[ CITY ENG!N[[R OPE.RA T!ONS WILL NOT RESTART UNTIL ff-if PERM/TT[[ ,YA.S /l[C[/\/[0 WRITTEN AUTH0,9/TY FROM TH[ CITY ENG/N[[R TO DO SO 20 ALL OPE.RATIONS CONDUCTED ON TH[ 5/Tf OR ADJACENT THERETO, INCLUDING WAT/MING UP, REPAIR, A/!R/VAL, DEPARTURE OR OPERATION OF TRUCKS, [ARTHMOV/NC U!UiPM[NT, CONSTRUC /ION [OUIPMEN r AND ANY OTHER A',SUCIA TEO GRADING EQUlPMENT S/-1/\LL BE LIMITED TO !HE PE.R!OD BEJWEEN l 00 AM AND 6 00 P,M EACH DAY, MONDAY n-!RU FRIDAY AND NO EARTHMOVING OR GRADING OP[RA TIONS SHAU B[ CONDUCTED ON WEEKENDS OR f-10/_IDAYS (A LIST OF CITY HOUDA YS IS A 1/A/LABLE AT THE ENG/NETR!NG DEPARTME/1./ r COUN !ER) 21 ALL OFF-SITF HAUL ROUTf"S SHALL BE SUBMJrrro BY Tl-,'[ CotURAC7DP TO n-w CITY fl✓G/NFfR FOR APPROVAi TWO FULL WORKING nA YS PRIOR TO B[G!NNJNG OF WORK 22 .IMPORT MATER/AL SHALL B£ OBTAINED FROM, AND WA STE MA TU?/1\L ~l~/A!_L DE 1 D[POS/TEO AT, A SITE APPROVED BY ff![ C/JY [NCIN[[R Tl/[ CONTRACTOP SHALL HI:..' RESPONSIBLE FOR ANY DEBHIS OR 0AA1ACE OCCURRlNG-Ai-ONG lh'E HAUi ROUTES OR ADJACE}J r STRFFTS AS A RVSUL T or THF GRAD.ING OPERA T!Otl 23 BFWSH SHALL BE .REMOVED ONL. Y WITHIN THE A.REA TO BE G.RADED NO TREES' ARE TO BE RE1v/OVED Ur✓l.F.SS SPECW/CAU Y J\lOTED ON THE PLAN 24 ALL AREAS Sh'ALL BE GHAOEO TO OF?AIN GRl-'iOi./\/G RESUL r!NG IN Th'[ POi\/Oitl/G a,c WATER IS' NOT PERMITTED ALL EARTi--fEN SWALES AND OITCh'ES SHALL HAVE A MINllv/Ulv! ON[ PEF?CENT SLOPE 25 THESE PLANS AR[ SUBJ[CT TO A SIGNED AND APP,~01/[D SWPPP ANO /OR S[T OF EROSION CONTROL PLANS EROSION CONTROL SHALL Bi= AS SHOWN AND AS A.0 PROVEO OY TH[ CITY [NCIN[[R OR AS 0/R[CT[D GY TH[ PROJECT INSPECTOR 26 ALL .)'LOPES SHALL Bf TRIMMED ro A F"!NISH GRADE ro PRODUCE A UNIFORM .SURFACE AND CROSS SECTiON Th'£ SlTE .SHALL BE LETT iN A NEAT ANO ORDERLY CONDITION ALL STONES, ROOTS Of? OTh'ER O[BRIS SHALL BE REMOVED ANO OISPOSC"O or AT A SITE APPRU\/[U or BY THE cirY [NG/NEER i 27. ALL SLOPEr:; SHALL SE IRRIGATED, STABIUZEO, PLANTED AI,-/0/0R HYDROSEEDEO WITHIN TEN (10) DAYS OF TH[ TIM[ WHU/ CACI/ SLOPE IS B.ROUG.HT TO GRAD[ AS SHOWN ON THE APPROVED GRAU/NG PLANS 28 LANDSCAPING SHALL BE ACCOMPLISHED BY THE CITY OF CARLSBAD LANDSCAPE TH/5 :"ROJ[CT, DRAW/NC NO 4%-11 [i✓G/NE_ER OF, PLANNING 0/RECTOf/ ON ALL SLOPES AND PADS AS REQUIRED MANUAL, fHF; LANDSCAPING PLANS FDH ANO /OR A 5 DIRECTED B'f H--fE Ci rY 29. II-![ OWNCR/APi-iLICANT SHALL lNSURE THAT ALL CON IRACTORS ~.HAU_ COORO.INAT[ Ti--![ WORK CF Th'L-::F: GF<ADlNG PLANS W/H-i n-lA r Si-iO\,VN ON [3() ff-/ Tl-IE LANUSCJ'.PE AND /RR/CATION r'LAN':7 ANO THE IMF-'ROVE}v!F.t•iT PLANS AS REQUIRED FOR Tf--I/S WOr'?K IN ACCOFWA,'</Cf WI fh' THE l_AND:iCAP," MA1\IUAL TIMC ,/:?[()U/h'tMENTS. 30 Wh'EF:E AN £XIS TING Pi PE L!NC lS TO BE ABANDONED AS t\ RESULT OF Th'£ CRA[1/NG OPERA TlON, IT SHALL B[ p[,r,..JOV[D W!Th'IN TWENTY FEET. or BUILD/NC OR S mEET AREAS AND REPLACED W/Tt-i PROP[RL Y COMPACTED 50/1.S. IN OThER Al{CAS THE PlPE VVi'LL nr f-lLUGGCD WITH COi\lCl?rrr OR REJ\,/OVFJ) AS' J.YPHOVED rJY THE Cl TY ENG/NETR JI n1'E COt)Tl?AC"iOR '.JHALL vr.J?IFY Tf--f[ LOCA llON OF ALL CX!S /ING FACIL/i'/ES ( ABOVE GROIJNU AND UNDEF? GfWUNU ) lf/i //--/IN [HE PF?O)LC i ::JI IE SUFFlC!cJ\/ IL Y Ah'EAD OF GPADING TO PERMIT THE REVIS/ON OF THE GRADING i'LANS IF IT IS FOUf.I0 ffiA T TI--/E ACTU.AL LOCA T/ONS ARE IN CONFLICT WiTH THE PPOPOSEO WORK 32 THF. CON' rRACTO.e SHALL NOT/F( AFF[C'Tro UT/LI rl COMPA,'\1/rs (SE[ BELOW) AT LEAST 2 FULL WORK/NC D/\'(S Pi<lOF<! ro STAFU/NC GRAD/NC 1"-IF AR Tf--1[/R FACIL!T/ES ANO -:;HALL COORDINATE THE \.!/ORK WITH A COMPAN( REP.Rf:,'tNfATIV[ UNDERG.ROUND SEl~\/ICE AL[RT SUC&E AT&r T/AdE INA,h;i\iER CABLE COX COMMUN/CATIONS CITY or CARI.S.BAD(STREETS & STO,~M DPAI(/) f(;JTY Oi-CARL S'BAO(:TVVER, WA TE6'. & RECLAIMED WA TEr<) "SAN Dl[GUI ro WA, TtF-i: 0/'3TR!CT 1EUCAOIA WA STE Wt TEF.' 0/'iTR/CT tVALLEClTOS WATER OiSTR/CT *OLIV[Ni-lA/N WATER D!STPICT tBUENA S'!\f✓ITA TION 0/STRIC /' ~AS PP,U,i,;OPRIA rE (8U0)4?2-4153 ( 'Jn)4 I I -r,4 ' (JI V -, J ,) (800)892-0/23 (760 11.58-774/ (6195202-1 /22 (760)434-2980 (760)438 2722 (760)63.3 26b0 (760)7.53-0/55 (760}741-0450 (760)753 ·6466 (760)726-1340 x/J30 .33 PE6Jvll [ CO,,"✓.fPLlANC[ REQUlRE"M[NLi A FOR CONTROLLED G.RADING -TH[ APPLl(Ah'T i-llRES A CIVIL ENGINEER, ~10.IL.S ENGINEER, AND/OR GEOLOGIST ro G'IV[ T[Cf-/N/(;A/_ ADVICE, OBSERVE AND CONTROL Th'£ WORK IN PROGRES~; {15 16 120 A 8} CARLSBAD MUN/ClPAL CODE B PRlQfJ___J_(.) __ (INAL APP1?0i/AL OF A __ <;GAU/NG PER1'vliT -Ii if FOI_LQW!NC PEP0.17TS ivlUS l BE SU OMITTED TO Th'[ CIT/ [NC/NF_}"!-< Vi.A. T/l[ PRO,)[CT lNSFTC'TOR jl5 /6 i20 A /Of CARLSBAD A1Utl!C/PAL CODE. (lj FlNAL REPOF?T BY S'UPEF{VlSiNG GRI\D.ING ENGINEER STA [ING ALL GRAD/NC lS COMPLETE /1,LL EFW'3WN CONTROL, SLOPE PL1\NTINC ANO lRRIGA not) ARE lt-rJTALLED iN CON,1-"0PirAANCF 1/1//Th' CITY CODE AND Tl-ft_· APP(WVED PLANS ( OBTAiN SAMPLE OF CO/r,ffJL/1\f✓CE LE rTER rkOM Cl TY ENG/N[[(X/NG UlYARTM[NT) AS-BUILT GRADif-JG PLAN RE,PORT F.ROM THE SOILS ENGit,,'EER, 111/H!Ch INCLUDES RECOMMENDED SOIL BEARING CAFJACITIES', t\ STATEi'viENT AS TO THE EXf---\1\NS!VE QUAUTY OF lHE SOIL, AND SUA'J'M/,.R/ES OF FIELD Ah'D LA BORA TORY TF') TS THE REPORT SHALL ALSO ,1,,\/CUJDE A STA [[MEN I 8/ r,YE SOILS ENG!NtER THAT rHE GP AD/NG WAS OC)./\J[ lN ACCORDANCE W/Th' THE F?Et)UIF:'Eiv/1:JJ IS At,.JO RECOMMEND A T!ON'? OUTUNEO IN JHE PF'EU/1;//NA,RY ';;(J/L'3 REPORT ANO ANY SU,DPLEMEUT') Th'f-~Ffr_-/0 ( 4) REPORT WITH AS'-BU!LT GEOLOGiC PL.AN, 1r r?[QUIRED BY Tl-/[ C/TY .31 UNL[SS A GRADING PERMIT FO.R THIS PRO,)[CT IS ISSUED W!Th'/N ONE (I) YF:A.R /lFTU? THE CIT'( E,1\/ClNEER'.'-~ APPROVA1~, THC3£ PLANi3 i'vlAY Br REOUIRED ,-0 ,S[ R[::;UEJ14/ {ff/) FDR .OL.,1-ICH[CK PLANC! ii.CK F[[S WILL Uc !II ()UIR[O POI, ANY SUCH FECi-if(;,1-( 3.5 IN A1~:CO,~[)ANC[ WlTH THE Cl TY ')TORA,/ \ii-A TFR STANOA,r::ws, AU STORM DRl\lt) INIIT5 CO/'-/':, rF?UCi'ED 8/ T/-1/S' PLAN SHALL i'NCLi)DE "s•T[/\/Cii '/' f-3C ADDEO TO PHOHIBIT WAS!fWATER 0/SGIARGE DOWNSTREAlv.i STFNC!LS SHALL BF AOOCD ro TJ--/E S'A TISFACTION u;-· rh'E CITY fNGii\/EEF: "DECLARATION OF RESPONSIBLE CIIARGE" i HEREBY DECLARE Th'A T I AM Th'E EJJC!NE[R OF WORK F"OR Tf---II.S PROJECT, Th'/\ T I HAVE EX[RC/SED PE5POt6IBL[ Ch'ARGE OVER THE DESIGN OF Th'E PROJECT AS DEFINED IN S[C /!UN 6 703 or Tl-/[ BUS'li\/[S~ ANO PROFESS/Of\/';' cuor, AND Tf--lA T Tl IE l)f-.. SIGN IS CO,NS!STENT ~-'//TH CURREN F STANDARDS I UNDU6TANO Tf-lAT Tf-/E CHECK OF PROJECT DPAWiNGS ANO ,SP[Ci'FiCATlONS BY T/--1£ ()TY OF CARLSBAD DOES NO r '9EUE\/E i\-1[, AS" ENGiNtER OF \.VOF\K, or ivi y RESPONSIBILITIES rop PRO,JECT D[S/GN FIRM Pucd1c _Overland Eriqrnecnnq __ ~&"~,s~·u~r-✓~e2v~u,'"a~---­ ADORES'.) 635 Via Columbia CIT(, STATF 'l:sto Coi1focn10 92001 TELJ_PHONE (JoO) 385-3410 __ johfl P Sfrohrrunqer R C.E. NO C55!87 ------------------- REGIS TRA noN EXP/RATION O;\ TE June 30, 20! a SOILS ENGINEEI(S CERTIFICATE /, fvlonwdou Su/1ou D1Qf.lo _____________ , A REGISTERED CIVIL and GEO TECHNICAL. CUGlNEtr..' or THE ~TA TE OF CAUFO.Rt-ilA, fJR!f'.JC/PALi_ y DO!/\.IG BU~:'NESS 1./\1 Th'f FIELD OF /\P.PL!EO SO/LS MECHANICS, HEREBY CERT/FY THAT A SAA1PUNG AND STUDY OF THC SOiL CONDITION:~ PR,'\/ALE,1''JT '.VITHIN THIS SITE WA~i 1ViADE BY 1\1[ OP UNOEP lvf'( O/RECT/0,") BETVVEEJ\I THE DA TFS OF .Jonuan, 16 , 201 G Ai'JO Morch 23 2017 TWO COPIES or Th'£ SO.ILS PEPOfrT COA1°iLEO F""ROi'vf Tf-1/S STUDY, WITH MY REC(1iv!A1EN0/1 T/01\r·~-, HAS BEEN ~;um 11 TTED TO Ti-:'E OFFICE OF THF UTY [NGIN[£,~( I•~ /1 •, a ~1<,CfESS/~ •:1GN[D n,.,. .. iA {J)J,,..,,=----~=,,~~&=.____ --f #' S, 0'1:~ G c /F [ NO G_fc_2704/~e"c"E~5:c,4"'0--'-7--'-1 __ i,3i G£2704 S;.; OAT[ 5-:l~ ;1-01, w "' ce. Exp. 12-31-17 ::a * Q ~ * 0?,iorrc\'\,lj~'<- , ' CF CAL I ,CJ:'/. Ut~ft/SF EXPi,'?A TION DA TE December JJ, 20J I OWNER'S CERTIFICATE I f-/[f~EBY CERTlFY {HA l A PEGiSTERED SOILS ENG/NEEF? OR C[JJLUC_;,,·~;T ,L//1.S BEEN Ui~ WlLL BE .RETAl/\lEO TO SUPERVISE 0\/ER-Al.L GRAO/f'.lC AC Tl VI TY Ah/D ADV/Sf ON fi"7'F COiv/PACT/0,'\l AND :_; rARlUTY or THIS' ~-/TE IF Th/S PROJECT/DEVELOPl'IIENT /') SU!J,1!.:_CT TO A STA rf·- r?EGULA )""/:_·u SWPPP, I ALSO A Gk!:_}_· A ()/JAL!F!EU ~Hlf7PP PRAC n l/ONCJ? (OSP) h'.AS DEE/\/ OF? W.ILL BE PETA/NED TO SUPEF?ViS·,c-l1\1P/_fiv/E/\/TA TION OF Tf-iE s·wr,Pp j,,\f ,\CCOROANCE WiTH Th'£ CALIFOF?/\ilA CQ,,\JSTP!)CT/Of\J O.ROLH AND MUNICIPAL FJER/v/I r, LA TES "t \/EPS/Ol''." /111~ / (,, C-'2-0 I" DA r ' SOURCE OF TOPOGRAFHY TOFOGRAPh"( SHOWN ON TH[,:JE PLANS WA~;-GEt•IE/\A iTO OY Curnuu ter und Hand METHODS FF?OA.1 INFORM A OON GA THER[O ON Juriuury J 3 , 2016 Bf John P Strohmmner F'LS B2.19 TOPOGRAPHY Sh'Ol!N H[F--?EON CONFORMS TO NATIONAL MAP ACCURAC' f STANOARD.S PROJECT LOCATION THIS PRO,JECT rs LOCATED WlTh'!N ASSESSOe~-PAF?CEL NUA1BE.R(S) 4PN 2/0-0.53-0.9 ~ -~----------------- THE CAL/FOPNIA COt)RUIN!\ rt iNOEX OF THIS PROu'ECT !S N33D7'55 90" f-11 /'20'0/i .58" 2 .5 EROSION CONTROL NOTES IN C,r\.SE EMERGENCY WORf: iS k'EQUirC?FO, CONTACT Kenn_?UL Bopt1e Owner (?06) 9U-l717 AT [QUIPA'i'ENT ANO WORKE,RS FOR E)1/ERGENC/ WORK S'h'ALL DE MADE A \/All.ABLE AT ALL TIMES DURING THE RAINY S(ASON AU. h'ECESSAF;Y MATEFt.lALS SHALL BF STOCKPILED ON SI IE AT CON\lf:7'-litNT !.OC.L TIONS iO fAC/1_/TA TE r<AP![) ,C_;Q,1\/STRUCTION or TEMPOF?ARY DEVICES WI /EN ,~/1,/N IS [/,/INENT FOR pr;:oJtC rs COVFRED /JY STATE SWPPP /ADID, /(\/ ACCOFWANCE WI Th' Tl---f[ CONSTRUCTION OROFR ISSUCD BY Tl iE CAUFOR,1'ilA RLGiQ,,\J.1\L WATER QUALITY CONTROL BOA.RD, THE QUAl.!PlUJ SW,DPP PRACT/TlONFR (OSP) Sh'ALL UPOA TE ANO MAINTAIN (h'E 'NA TCN POLLUT/UN CONTROL (WPC) PU1N TO ADORC~S Uf-JUA TFO SITE CONDiTiONS OF Tl-ft_-PRO,..IECT THE UPDI', TEO WPC PLAN A/\/U UPDATED swpp,:.:;· S/-lALL 1:31:' KEPT AT THE PFW.JEC: S"/TE A.i\10 MAUE AVAIL/\BLE ro TH[ CITY INSPECTOR ADD!TiONAL CONS7TWCTION BMP'j BEYCND TH[ ()((/GINAL APPROVED sviPPP Si'--fAL.I. OE PRO\l!OEO TO ADDRESS SITE COND,1 T/ONS NOT At✓ i/CIP,0 TEO Th'f-." QSP Sh'ALL kEPORT BMP DEFlCIENC'ES TO THF-.-Cl I { INSP[C !OH Ti/[ QSP Sl--!ALL OB TAiN APPROVAL FPOM T/-1£ C)Ul\L/FlEU Sl,tPPP Ut_'\/f.'LOF'FR AND Th'[ Cl TY INSPECrDR REGARD/NG AN{ S/GN/FlCANT CH/\NGES TO Bi,ii-:i DEPLOYidF.NT 4. THE CONTRACTOR Sh'ALL \e)TO.RC ALL EROSiON CONTROi. DEVICES' TO WOiS'.KING OkUER TO THE SA TlSFACfiot-J o,~-lHE Ci TY ENGINECR AFTER FACH RUN -·OFF" PFWDUCiNG t\A/N.FALL 5 Tl IF. CONTRACTOR SH.ALI__ 1NS /ALL ADDI r!O.NAL EF?O~l".ION CONTrWL ,'v/fA'?lJRES AS MAY BE RF.OU/PED BY T,l-lE CIT'r UIGINEER DUL re UNCOMPLETED GRA[)(NG OPD?A TIONS OR UN!-DR[S[EN C!i1(.))/vtSTANU_-:; Vvh!CH 1\,/A '( AF?/5[ b THE CONTPACTOR S'f-/ALL 1'.j£ RESPONSiDL[ ANO Si-/ALL TAKE NECESSARY /)Hc'CAUTiONS /U Vi--?fVENT PUBLiC TRESF.~SS ONTO AF<CAS Wh'ERE IMPOUNDED WI\ TERt; CPEA T[ A H1IZAROOUS CONDITION 7 ALL EROSION CONFPOL 1;/EASUR~S PrH)VIUCD PEF? if-i[ APPROVED SWfJFP AN0/0,"<! F:ROS/Of'..I CONTPOL PU\N ~ 1--fALL BE !NCO,RPOHA ltU H[R[UN 8 GRADED APEA'J AROUND )//,'-. PFW.JECT PEP/Mi-_.1/~R MUST /JKA.IN AWAY r.ROM Th'[ rAC[ OF SLOPE AT Th'E COl'-/CLUS!O-"J Of-EACH 1,VOR!(/NG D;.\ Y 9 ALL Rfll/OVAF?LE PROTEC Fl Vt OEV/CES Sh'0 1NN SHALi_ BE IN PLACE AT Tl :t ENO OF FACH WORKING OAY WHEN THr FiVE (5) DAY RAIN PkOBABIUTY UJRfCAST EXCCEO')' FDRTY P[RCEN( (40%) SILT ANO OTHER OEBRI~ SHALL BE REMOVED AFifR EACH RA/N,L-AL.L 10 Al.I. G.RA \/EL BACS S/-iALL '3£ BUF?LAP TYPE \ii/Th J/4 INCh' lvflNiMUM ACCREGF?A TE 11 Sli'OULU GEF?iA!i\JAF!Ui"-i' o,-:-h'YOROSECDE.D (~'LOPES FAIL TO PF?OVIDE ETfTCT/1/f_" CDVEP/AGE :JF GF:AOED SLOPES (90fc CO\l[RAG[) PR/OR ro ,,\JQVEM/-3f"J,? i 5, Tf--I[ SLOPES SF/ALL BE STABIL!ZEU t3Y PUt.JC/-1 STFAW /;\iSTALLCD IN 1~CCOFWANCE Wlf"H Si-."CTl0,\1 35 025 OF THE [HOS/ON ANO SEDIMF.NT CONTROL ,L/11,NODOOl< OF THE OEP/\RTMENr or CONSE.RVA f/ON, STA TC OF CALIFORNIA VICINITY CITY OF OCEANSIDE Site F'ACIFIC OCEAN INDEX OF SHEETS Sheet 1 rttle Sheet -~'heet 2 -C'rod1ng Pion CITY OF & UetcHis rv1AP ~heef 3 -Cr0s·s Sections & Drwno9e Detmi.s Sheet 4, 5, & 6 -Shwrng Pion~ :,heet 7 -Tier 2 SV\lPPP Title .~J1eef- Sheet 8 Erosion r:on troi Pian LEGAL DESCRIPTION /_ot 57 ,,\,!u,c, /'J'o 2696 PROJECT ADDRESS 5070 Carlsbad BoulevrwJ Curh,bud, CA 9200!3 DEVELOPER Kenneth Boptie P () Bo;x 1221, '/h( c/,•nv.1/lo, V!.t~. 98072 (205) 947-1717 REFERENCE DRAWINGS Corner R1c:corcf 53526 Drow1ri9 No 27()-2 EARTHWORK QUANTITIES CUT F/U_ EXPORT REMEO!AL BE~CH MARK 1,057 -0- n -v-- !,()57 120 CY CY CY CY CY r·WT TO SCALE OES':,J?iPTION Too ot Cut/J Elc;vat!Qn ot /he:; !CJ',1i ___ p_omt on o TyfJ.sLB_=_I__ /n/d /_OC/l, TIO/\/ South t.·a:,+ Curb e_Ql!)rn at Connon Pood and Corl~_Q_o,;J...B.Lid ~:to !00+93 49 Cmic;bocf _Blvd Drr.Jw1nD ,"-lo 363--4 RECORi.JED FI.F'/A TION 48 70 MSL ---DA /iJlv/ NGVD 29 -· OF MARCOS WORK TO DE DONE Ti-/[ GRADING WORK SHALi_ C('i',/SlST Of THE CONSTPLJCT/ON or AU CUTS' AND F.ILLS, REMEDIAL GRADING, OF?Alh'A.C;{ FAC/LIT.IES, [F?O:i!ON COf)TFWL f-AC!LIT!ES, AND PLANTING or· PERMANEN[ L!\NOS"C:\P/t)C A.NO Pi~'E.PAR/,T/ON OF AS-GU/LT GRAD.1/'IG PLANS', AS-BUILT GEOLOGIC iv/APS Ai'.JLI REPOF'TS, A,~L AS Sh'OWN OF? REQUiRED ON Ti---//S SET OF PLANS ANO Th'[ CITY STANLARDS, ~~iJfJ..,'.IF/CA T!Ot-JS, l?E01')IREMUH:-;. R[.~OLUT/0t6 AND ORDINANCES CITED ON THFSE: PLAN~ THE GRADING WORK Sf/ALL Bi: PEPJ:ORMEO IN ACCOPDAJ\iC[ VVITH THE FOLLOW!N'G DOCU.lv/ENTS, CURRENT AT rf-lE Tilv/t_· OF CONSTRUCTiON, A3 DlRECTED BY THE CIT'( UJGIN[[/7 1 CARLSUAD MUNICIPAL CODE 2 CITY OF CARLSBAD Et/GHJEE,cm.JG 'JTAN.,'JArWS' 3 Th'IS SET OF PLANS 4 )-'[SOLUTION NO 7185 DAffO l/20/20/6 5 fHE STANDAfW SPECIFICATION) FOR PUBt!C !,YOHK.S CONSTRUC.:UON (GREEN BOOK) 6 ~;0//_5 REPORT AND F?ECOM/r,fE.r'·.iUA TIONS' Bf Ea:;~ C'ourdv .S•0J~1'/<:~, ____ _ _____ DATED .QPr:em·ie.r_ _ _2/ 2010 ---- 7 fr/[ SAN Di[CO REGIONAL ~f;J,NDARO DRAWiNCS ANO AS MAY ,Sf MOO!rlt.D BY THE CITY OF CARLSBAD STAi\'1)AF?DS 8 CALIFORNIA COASTAL COMM!S.S/ON DE\IELJPMENT PERM!T CONDITIONS' DA TED 1'-1 j,I ----- 9 UJ\!/RONMEN(AL APPROVAL 0C.CUA1F}JTS CATEU 6/1/2016 10 STORM WATER POLLUTION PREVENTION PLAN PR[PA.RED BY JPS __ fnQ1I1eer1no end Sur,1°·1'.[l2_ DA TED 7 Ii 712016 S'vv' NO 16 332 WDIU NO 9 375 _______________ _ 11 STORA,/ WATER MANAGl::J1/ENT P1_f\f\l PREPA,R[O r;y_ NIA ________ DA TEO ____ _ 12 CALIFORNIA STORM f\~,T[R QU 0,LiT( ASSOCIATION CAL. TR;\NS CONSTr?UCT!ON Si TC BMP MANUAL BMP CONSTRUCT/ON HANDBOOK ANO LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY Retaining Wall Cl thru 8 1870 SF Concrete G7 • 480 SF 6" PVC Private Storm Drain 20 LF Existing Contour Proposed Contour -------55- Watet" Meter City Std W-3A -----<® 1 EA Sewer Lateral City Std S-7 -----<® 1 EA POST-CONSTRUCrION BMP TABLE f--------------------- STORMWA TER REQUIREMENTS THAT APPLY: STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT R£QUIR£M[NTS TYPE DESCRIPTION 011NERSIDP TOTAL LOr AREA == 0 J[: Acres TOTAL DIS TUF/EJ[O A!?[A ~ 018 Acres (T!-1/S .t\RE;\ /NCLUOE.5 BUT IS NOT LIM.I FEO TO O!T -S/T[ wo,,g INCL/JD/NG PIJGUC IMPPOVbV/ENTc ANO TEJAPOF?Ar<Y 0/STUF<:BANCE SUCH AS VEh'ICLf AND [QU/Pi\'1ENT STAG!NG AREAS, CONSIFWCTtON WORKER FOOT TRAFFIC, S'OIL/GHA \/EL Pi LES, I__/ nu i-( TR!:..f/Ci'---/ES: BACKFILL CU TS ANO SLOPE KEfv1/A r;) FOTAL REP LA CFO /Ml 'EF.'\//0/JS' ARFA ::-c -0- TOTAl PROPOSED /MP[R\/iOU5 AREA ~ 3799 SF EXEMPT FROM HYDROMODIFICA TION? @J YES (5£[ SWMP FOR DOCUMENTATION) □ NO lilAINTENANCE AGREEMENT It-jSPEqT □Rt SHEET NO. lilAINTENANCE FREQUENCY 1------+--+-----------+----+-----1---+----1 fsHf,.T] 'CITY OF CARLSBAD l__2_ _ _j ENGINEERING DEPARTMENT 1 sHEiTs I GRADING PLANS FOR: Baptie Coastal Residence 5070 Carlsbad Boulevard, Carlsbad, Ca 92008 l-----l---+---------------------+----l-----1----1----TITLE SHEET GR2016-0015 - ' ----+-------+---------------1----l------l-----l----l ~OVED: // 11 J I ', JASON S, GELDERT ~ /,{ .. ,-2· Zoi"t NGINEER' RCE 63912 EXPIRES 9 /30 /18 DA TE ~~===:~:::::::::::::::::::::::::=::::::::'.:::::::::;';=::==:::~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION BY· JPS PROJECT NO. 1Nm_'-'AL~-'D"'-AccTE=--L:':c:N1-"-TIAL-"-' 0 BY: -i,c CD p 1 6 _ 0 6 OTHER APPRO\'AL CITY AF-PROVAL W/rl BY: :l:'C:: DATE ----' _,__ --- DRAWING NO, 496-3A I I I I l I j I l .I r r~, r -\~?i~~\l \ I I I -__ L 0 i z G) z C s: OJ rn ll □ -~ ~ z G) z C s: OJ rn ll \ \ \ \ \ \ \ \ \ \ Exist j APN 210-032-01 \ \ \\ \ \ !O feet NOTES· I. Property Boundary per Corner Record No. 33526. 2. Topu from o field survey doled l-i3-20l6. J. Cui = 559 CY under house foo/ptinl, 498 CY outside footprint. FtZt = 0 CY. Remedial = 120 CY.. 4. Legal Description: Loi 57, Map 2696. 5. Vertical benchmark is the top of ,'he existing drainage inlet as shown on Improvement Plan Owg. No. 363-4, I.E. 48. 70 6. For dtinensions not shown see thu Architectural Plans. 7. Existing ut1/i/ies from Improvement Dwg. No's. 270-2 & 363-4. 8. Sewer and waler laterals to be roi'oca/ed vertically and horizontally lo match proposed gwdes and not be in the proposed driveway. Sewer lateral p,,r City Sid S-7. 9. Exi1/ing 5/8' water meter lo be upgraded lo 1• meter, max flow for irrigation 4.26 GPM, per City Standard Drawing W-J'A. ID Proposed wall in ROW requires an Encroachment Agreement per PR 16-24. FF = Finished floor TW = Top of Wall BW = Bollom of Wall HP = High Poin I TG = top of Grate FC = r7nished Concrete f S = Finished Surface AC = Asphalt Concrete APN = Assessor's Parcel Number SYSB '" Side Yard Se/bock R YSB = Rear Yard Se/back FYSB -= Fron I Yard Se/bock Caution: Exact location of existing ut11ities unknown! Llt11ity locations shown are from record information only! See notes ;; 8, & 9. LEGEND Properly Line Existinq Contour Exis/it1q Spot Elevation Swale Retaining Wall per C-3 unless noted otherwise on plan Basemen/ Wall per Butldinq Permit AC Pavement G-l4G Concrete Gravel Do}fite Line Proposed Contour 6' PVC Storm Drain With Grate 2: I Slope Stairs Existing Sewer Lateral Existing Waler Meler ■ M llc::11 ■Ill.Im -//-//- ---,,0 __..,. ======:I) III ]mrn:rrrrf- ---0 ---® ~o5 /~i,.,o~ \ DATE REVIEWED CY NO TE: For cross sections & drainage deta/, see Sheet .J <;I ,~Ir ,0,...,J_c,c.__ _ i~l;iPEC/TOF! j I -!{,-} 1 DATE \ .-----1,I_ • -----. ,si::_~_Trl ('.ITY OF CARLSBAD f------l--+----------------1----+---!-------+------l L'_J E~ICl~IEERl~IG DEPARTHENT f------l--+----------------1----+---!-------+------l SHEETS 8 '-----+--f-.----------------l----+---1---1-----1 GR•',DING PLANS !•'OR Baptie Coastal Residence 5070 Carlsbad Boulevurci, Cmlsbod, Co 92008 GR2016-0015 ------------+-----l---+---+-----1 IAPi:'FW\/ED --~ JASO:\J s GELDERT l_g_l__! EflGlflEER RCE 6 39 I 2 EXPIRES 9 /30 1f3 DA TE DATE INITIAL E~JGl~JEER OF WORK -.l~---------------+---1---+----1----1 REVISIO~I DESCRIPTION DWJ•,J BY ---'1E~-. . PROJECT GIO DF!AWIGIC NO cH,<o BY· -¥C.-_ r:or -1 cJ-06 496 7A R\/i/D BY -1<'.C. ~-'"---'---~ . -~ 1 DATE INITIAL 01·HER APPROVAL DATE i,IITIAL I CITY APPfWVAL i · l I en l> m I ~ 0 "en lJ mo ~ .~ ~o a! oC ·,.+ mO > ~ .... ~ I]] C/} ~ -< 2 "' lJ • -, p GJ i =I z ~z~ 2 ,c !; ~I C ]~~ ~ ~ OJ f11 r !Ji [1J m z lJ § l> i OB3017 0 lJ i 2 GJ 2 C ~ [1J gJ 0 I 2 GJ 2 C ~ [1J m lJ o □ lJ :E ~ G) -2 .,::i. GJ CD 2 0) C: I ~ w [1J )> gJ ELEV ) 20 CL CARLSBAD BOULEVARD '---'-,---L_ _ _J _J 11 C0 11 0 11 \ I I 40 SECTION A-A l"-20 HOR/Z 1"-2' VERT /~-r -. -------------!-- ' ' I ' / I --; ----/--L .. I i I I : 50 1---r' ----t(:1··j-~~2~%~· ~Dr1iV~~~w~o~~~s~~~;~-:C0~ci;h;'t~~-i-plan~-f;;--d;iv~wo y 1 and 'subgrade mater/a/ 1 481 _________ l _____ ; -~--~---------: ______ _ CL 20 40 60 80 100 120 140 CARLSBAD BOULEVARD SECTION 8-8 !" 20 HOR/Z 1"-2' VERT 160 , I 180 i -------1 200 Scale: 1 inch -20 feet 111 ProJ)erty FL swJ/je FL Swale Property Line 60 ,--·-·--··-· --,··---.---T-1--------·-----· ·-· ... •· -·--·--· j f x1st1ng l1round 1 I 58 --------,f---·····--·----+-·-·-----r-·---·-·--·-r I I 56 54, 40 60 SECTION C-C 1 ":c=20 HOR/Z 1 ":c=2' VERT 60~, - ' 55 i-1 --, ELEV I 50 c==--'i 45~ 0 5 PL 10 I 80 SECTION D-D l"-5' HORIZ l"-5' VERT 100 15 52.5 ' I , 5/c,-· -I ~ I '<I ~ !il ~ Sl "' I b ,_5'> .,, c,· I " " 60 ;·· I I i 55: ' ELEV i I 50 '. 45 0 ~52.5 FL I" ~ 50.0 FL ~ 0 t ,,--50.3 FG ot Garage Door V <1 2% <J 2% -E<J+-'2=-~---~~ 52. 5 FL OU t 11 iv 55. J TG and FL in 11 52 6 !,'£ . I -. I I I I U --<a ,, ~-,~--? '' .,r-=1,, _L Drainage and Wall Details 1 "-5' ----57 0 TG aod Fl in 554 IE to Remain Ex Wall -----.n PL .. l -----·-_ t-__ +--_ --1_ ------------·----- \ I 5 10 15 _l_ _L BUiL T" SECTION E-E 1 "-5' HOR/Z l"-5' VERT J2'.·i6·[9 REVIEWED BY 1-----+-c--+---------·- --+~-+-----+--------+-------' tEJ CARLSBi\D ENGl~IEERl~IG DEPAI, HA ENT GRADING PLANS F'O R ---------------i------t------t------i---,-----i Bap+ie Coastal Re:3idence DATE SHEETS 8 SU ?O Car-J,:,bad Bo1_.1levard, Car-lsbod, Ca 92008 ;ROSS-SECTIONS & DRAINAGE DETAILS GR2016-C015 f----+--+------------+---t--t---+-f-----1 F 'RO\/EU· ----------+-----+---l----+---. _ l@ rnGli'IEER 1----c~-+-c-=cc-+'ffi~l'.~, _------------i---c-:-c;:-~~-·-·-·••I--~--1 011111 BY JPS DATE lf'ilTIAL DATE 11,JIT!P.,L DATE li'JITIAL D BY ~ C~I, PF<OJECT ~10. Cr•o 1,. rJr cJ, o-, ,J Ei'JGll'JEER OF WORK RE\/ISIOI\J DESCRiPTiO~~ OTHER APPROVAL Cl!"Y Al--'1--'ROI/AL RV-1\IO BY ' ~-----~--- r~---• • I 1083017 ! □ JJ ~ 2 Gl 2 C s Cl] m JJ □ JJ ~ 2 Gl 2 C s Cl] m JJ C □ :E ~ G) ~ 2 .,::i. Gl U) 2 0) C I S w Cl] )> 93 I ' '' TEMPORARY SHORING GENERAL NOTES GENERAL 1 WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. 2. THE DESIGN IS BASED ON THE 2013 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 2011, PAGES 10-1 TO 10-42 CAL TRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H" EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING. 3. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. 4. CONTRACTOR SHALL COMPLY WITH ALL CAL-OSHA REQUIREMENTS SOILS CRITERIA REPORT BY: EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. SANTEE,CA REPORT NUMBER: 16-1126F2 REPORT DATE. JANUARY 29, 2016 EQUIVALENT FLUID PRESSURES: ACTIVE PRESSURE. 35 PCF PASSIVE PRESSURE: 250 PCF LEGAL OWNER: STRUCTURAL STEEL KEN & SANDRA BAPTIE P.O. BOX 1221 WOODENVILLE, WASHINGTON 98072 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 2 CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc 3000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). 3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS THE MAXIMUM (INCHES). ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP A. CAISSON 2,500 PSI 3/8" 6" TIMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) OR HEM-FIR PRESSURE TREATED, AND SHALL BE GRADE MARKED #2 OR BETTER CONSTRUCTION PROCEDURES 1. SOLDIER BEAM CONSTRUCTION: 1.1 LAY-OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE DRAWINGS. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. 1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION. 1 3A "STIRN STUFF" METHODS MAY BE USED IN PLACE OF THE 2500 PSI CONCRETE TOE. RAW SACKS OF CEMENT (MIN. 3 SACK MIX) SHALL BE BLENDED WITH SOIL AND WATER WITHIN THE HOLE TO CREATE A CONCRETE SLURRY IN THE TOE SECTION. 1 .4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO EXISTING GRADE 2. LAGGING PLACEMENT: 2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS. 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. 2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1" MAXIMUM, PACK GAPS WITH NON-SHRINK GROUT. 3. EXCAVATION MONITORING: 3.1 SHORING CONTRACTOR SHALL PROVIDE VISUAL DAILY MONITORING DURING SHORING INSTALLATION. 3.2 OWNER/GENERAL CONTRACTOR SHALL PROVIDE INSTRUMENTAL MONITORING OR SHALL ASSUME ALL LIABILITY FOR SHORING PERFORMANCE. 3.2A THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION AND THAT THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY BASIS UNTIL THE PERMANENT RETAINING WALL (PER OTHERS) IS BACKFILLED TO THE DESIGN GRADE. THE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE LOCATED AT APPROXIMATELY 50 FEET ON-CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1/2". 3.2B PRIOR TO DRILLING ACTIVITY, THE GENERAL CONTRACTOR/OWNER SHALL COMPLETE LOGS OF EXISTING IMPROVEMENTS THAT OCCUR WITHIN 50' OF THE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT ALL EXISTING CRACKS. 3.2C SURVEY MONUMENTS SHALL BE ESTABLISHED ON ADJACENT IMPROVEMENTS THAT EXIST WITHIN A HORIZONTAL DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RETAINED EARTH HEIGHT. THESE MONUMENTS SHALL BE MONITORED FOR BOTH VERTICAL AND HORIZONTAL MOVEMENT. SHORING ENGINEER SHALL BE NOTIFIED IF MOVEMENT EXCEEDING 1/2" OCCURS. BAPTIE RESIDENCE -TEMPORARY SHORING SHEET INDEX SH-4 -TEMPORARY SHORING GENERAL NOTES AND DETAILS SH-5 -TEMPORARY SHORING PLAN SH-6 -TEMPORARY SHORING ELEVATIONS AND SCHEDULE ~-SOIL RETAINED c.:: Ww f---..J W::::, ::aeo <{ LU o:r: zU O en en c.:: en w j 0.. LEAN CONCRETE TYPICAL LAGGING DETAIL SCALE NTS 3x12 LAGGING 8'-0" BEAM SPACE MAX 4x12 LAGGING 10'-0" BEAM SPACE MAX PER ELEVATION SOLDIER BEAM PER SCHEDULE w :r: ..J f---::::, (') 0 zW wI ..Ju >---en ::, c.:: uw I f--- 0.. (') w z ..J w::::l -' Cl f---w z:r: wu ::ae en Cl C.:: WW (0 0.. ::ae w I I I w-: STRUCTURAL CONCRETE PER NOTES~ I I " ,'I/ LAGGING PER ' PLAN & ELEVATION '\ 7 EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOLDIER BEAM PER SCHEDULE CAISSON PER SCHEDULE (fc = PER NOTES) (1 TYPICAL CANTILEVER SECTION DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS i UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN FIRM BERGERABAM ADDRESS: 10525 VISTA SORRENTO PARKWAY CITY, STATE: SAN DIEGO, CA TELEPHONE.858-500-4500 BY: HAMID LIAGHAT DATE: 3-10-17 RC ENO: 4363 REGISTRATION EXPIRATION DATE: 6-30-18 SCALE NTS REVIEWED BY• <JI , V/ ( /V/ r .Jf ,1$1...-. IN~,PECT,CIR I = J-·l/p-/~ DATE , f---l----+------------1----1--~1-----1---1 ~ OITY OF Of~] ~ BAD I SHEETS I ~ E"'GI"'EERING DEPART ENT 8 UNDERGROUND SERVICE ALERT -----------------,t---1--+---------------t---+---jl---+---I ~ ~ FOR: uR2018-0016" Baptie Coastal Residence . . = • CALL: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG tJ ·BergerABAM 10525 Vista Sorrento Parkway, Suite 350 San Diego, California 92121-2745 (858) 500-4500 Fax: (858) 500-4501 ,,, DA1E INITIAL ~Gl~EER OF PK 5070 Carlabad Boulevard, Carlsbad, Ca 92008 Trl,jpQRARY SHORING GENERAL NOTES AND DETAILS ~ . APPROVED: / / "; , .L JASON S. GE~ERT (., ~ " '4 6 /q /2,(J t:t QTY J!iGINEER ✓ RCE 63912 EXPIRES 9 /30 /18 ' 6A 1E REVISION DESCRIPTION DA1E ~mAL DA1E 1~111AL ~ BY: "v I PRo.£CT No. I DRA~G No. 1-01HER.;;.;.;.;=-,.,-''-"F1<"'o¥;;..;1J..c..i-.:;.;a.;.;.rv=-APPRo-'--"""'¥""1,1.;;..i ~ ~~; g~ . CDP 16-06 . 496-3A ' . ' ' ' . 0 :0 J;, :;E z G1 z C s OJ m :0 083017 0 :0 ~ z G1 z C s OJ m :0 0 :0 ~ z G1 z C s OJ m :0 j z ,4::1. G1 (OZ O') C I $ (.,,) OJ )> 5'.l SOLDIER BEAM PER 6 SPACES@ 8'-0" O.C. = 48'-0" I --PROPERTY LINE SCHEDULE, TYP. --¼ 12! r-----------=--+,~~-s-,---S/,~T\'---,-,-!...;,-L~~~TT----'-v~-,-~~,-------->-sv"---c::'.:lr:------7 I WOOD LAGGING _.,.,--~ (3) 141 151 (6j 171 y y y y \/ IT IT n T\ 1; PER DETAILS , r' ~ CONCRETE CAISSON ~ PER DETAILS, TYP. ---------1 I'>------, V 1~ ,SH-4/ TYP -y I-------<( 1---r=~-----</ \ " 1 :1 TEMPORARY CONSTRUCTION SLOPE BY OTHERS - 1:1 TEMPORARY CONSTRUCTION SLOPE BY OTHERS 1">---f-/-1 V J_ r---->----------1 V w 0.. 0 _J (/) ~ASSUMED B.O.E. = 48.0'-------, ' ~~ CONCRETE CAISSON / , PER DETAILS, TYP. l-----;,,L---<__ L -----ft::::c=,--172J~A:....1_-r r 1.!,,l?~ 11 Al--.L..--,,-'.~-1.1_;,.___A_,.1'.':-s-J 1-'-/\.......__,,~..,,..., 1-'-A-'-.l\£~~~~ ----~-y ~ 0 ~ ~ ~ -;,..-' SOLDIER BEAM PER _,-,-----, WOOD LAGGING PER DETAILS I ~ SCHEDULE, TYP. PROPERTY LINE 5 SPACES @ 8'-0" O.C = 40'-0" , ___ _J 1 TEMPORARY SHORING PLAN SH-5 SCALE: 1/8" = 1 '-0" / t)BergerABAM 10525 Vista Sorrento Parkway, Suite 350 San Diego, California 92121-2745 (858) 500-4500 Fax: (858) 500-4501 // AS BUIL T 0 Ho-~, --t..r~eJ-111/z9/1~ RCE4A,.< EXP, l,/30/?LJ DA~E -. REVIEWED BY• </ ,vi c_,,..,1/ J,.,,,._ I-It J 11 INSP,ECT,□R • 7 DATE " fsi=iml 01TY o·F OARLSBAD I SHEETS I 1---1----1,-.-------------t-----t----;-----i---i ~ ENGINEERING DEPART ENT 8 1---l---l---------------t--jr---j--j---j ~y f:!HO'"im{G P~ FOR: LtR2016-001o Baptie Coastal Residence 6070 Carlsbad Boulevard, Carlsbad, Ca 92008 ~MPo~ARY SHORING PLAN -APPROVED; (/ )( /Jjl,--;-/717 JASON ~ ~Fff .iJ~ ll---l---f---------------+---t----i---r-, aTY ENGINEER RCE 63912 EXPIRES 9/30118 1 1DATE H--=-r=:--1--=,.,.,....µ11~'-------------+--;:;-;c;-~~+=:-t..;;:;;-r;-i D)'11'1 BY; • PROJECT t,(O. DRAWlt-(G t-,(O, DAlE ll'llllAL ..._0A_1E_~1~~m_Al.-+_o_ATE_~1~1_11A1.___, CHKD BY: i,,:c-J CDP 16-06 496-3A ENGl~EER Of ~ REVISION DESCRIPTION OTHER APPRoyAI. CITY APPROVAi. Rw:,; BY; J;,·C.. 083017 ' 0 JJ ~ 2 GJ 2 C ~ [JJ ~ 0 JJ ~ 2 GJ 2 C ~ [JJ m JJ Cl JJ ~ 2 GJ 2 C ~ [JJ m JJ 65.0' 60.0' WOOD LAGGING PER DETAIL--~ 0 i) __ \j 0 TOP OF SLOPE (EXISTING GRADE) _l_ -I_ SOLDIER BEAM PER SCHEDULE ~ ~ zS ' (f) 0 '~ r<J .;..: 550' -- rll ~=-~~ -r--r I I I I I I I I j I I I 50.0' TEMPORARY 1:1 / I SLOPE---~ I I I ' j I I \I I A I I /\ I ' ' I I I I I 45.0' --,; I I IIT I I I IIT I I I 'rr w I-' I-::J (!JO zW WI ..J 0 I-(f) K: 65 O' I I -y I I I j , I BOTTOM (2) LAGGING '1,,--,I I I I;" BE OMITTED WHEN ALLOWED 111 ,ii BOARDS AT FOOTINGS MAY ) I I ~~ci~~~i~~E~:;~~~L--~ ,n-EMBEDM•~~T ELEVATION PER SCHEDULE - I I .'I I , ,-,n- I I I -'I I I ITTT_ I;" cl 11,n CONCRETE CAISSON PER SCHEDULE I I I I I;" I I I ,fL 111- ~BOTTOM OF EXCAVATION I 1- (!) w z ..J w ::J ..J 0 I-w zI wo 2 if) 0 a: WW lll 0.. 2 w N TEMPORARY SHORING ELEVATION SH-6 SCALE: 1 /8" = 1 '-0" WOOD LAGGING PER DETAIL --- TOP OF SLOPE (EXISTING GRADE) SOLDIER BEAM PER SCHEDULE ·w ~ 0.. zS 60.0' --@ @ ' (f) 0 '~ Cr') ,;..: 55.0' 50 O' 450' --TEMPORARY 1 :1 SLOPE---~ I I I BOTTOM (2) LAGGING ,i~ BOARDS AT FOOTINGS M~Y,- BE OMITTED WHEN ALLOWED BY THE GEOTECHNICAL ENGINEER OF RECORD --~ I I , I .'I , ,-TTT- EMBEDMENT ELEVATION PER SCHEDULE - I I - I .'I 11'11_ --r_ CONCRETE CAISSON PER SCHEDULE-~ !---/Y -~- -----------w I-' I-::J CJ 0 zW wI ..J 0 I-(f) ~ BOTTOM OF EXCAVATION I 1- (!) w z ..J w ::J ..J 0 I-w zI wo 2 (f) 0 a: WW []) 0.. 2 w N TEMPORARY SHORING ELEVATION SH-6 SCALE: 1/8" = 1'-0" 65.0' 60.0' --55.0' 50.0' 45.0' --65.0' 60.0' 55.0' 50.0' 450' TEMPORARY SHORING SOLDIER BEAM SCHEDULE BEAM MARK SOLDIER BEAM CAISSON 0 CUT LENGTH EMBED. LENGTH SIZE (n. ) (n. ) 0 W16X26 2 3.5 QJTHRU© W21x50 2.5 8.5 0 W16X26 2 3.5 © W16X26 2 4.0 G)THRU@ W18x40 2.5 7.5 ® W16X26 2 5.5 Lateral Earth Pressure on Lagging Design Spreadsheet Maximum Depth of Excavation: Max Lagging Clear Spacing Active Pressure: Max Uniform Surcharge: Max External Surcharge: Lagging Lateral Uniform Depth Pressure Surcharge (ft) (psf) (psf) 0 0 100 1 57.75 100 2 115.5 100 3 173.25 100 4 231 100 5 288. 75 100 6 346.5 100 7 404.25 100 8 462 100 9 519. 75 100 10 577.5 100 11 635.25 0 12 693 0 13 750.75 0 14 808.5 0 15 866.25 0 16 924 0 17 981. 75 0 18 1039.5 0 19 1097 .25 0 20 1155 0 8.5 feet 7.3 feet 57.75 pc/ 100 psi 142.8571 psi External Total Surcharge Load (psi) (psf) 142.8571 100 142.8571 157.75 142.8571 215.5 142.8571 273.25 142.8571 331 142.8571 388.75 142.8571 400 142.8571 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 0 400 Lagging without externa I sure ha rges (other than uniform required surcharge) have been shown to have a maximum lagging load of 400psf per TSM, 2011. The walls of this shoring system have an external surcharge, therefore use 0.6 multiplied by the maximum design load to calculate the lagging size. 0.6 is a reduction due to Lagging Mom. Required Required Mmax = WL"Z/8 sx Lagging (lb-ft/ft) (inA3) Size 399.7 3.00 3x12 Lagging 630.5 5.00 3xl2 Lagging 861.3 7.00 3x12 Lagging 1092.1 9.00 3x12 Lagging 1322.9 11.00 3x12 Lagging 1553. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598.7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging 1598. 7 13.00 3x12 Lagging Check Douglas Fir Larch; lb= 850psi f'b = fb • Co * CM * c, * c, * c, 850 1.25 1 1 l 1.1 f'b = 1478.469 Using Rough sawn Lagging (approximately 1/8" Larger than Dressed) Sx of 3x12 Lagging: Sx of 4x12 Lagging: Sx of 6x12 Lagging: 13.1 24.9 61.3 inA3 for inA3 for inA3 for 3x12 Lagging 4x12 Lagging 6x12 Lagging • Cm * c, * CH 1.1 l 1.15 (t) 12.5 19.0 12.5 12.0 16.5 14.5 TOTAL LENGTH EMBEDMENT SOLDIER BEAM (ft ) ELEVATION NOTES 16.0 53.0 (SB -1: 1, 3'-0" MAX) 27.5 48.0 (SB -1: 1, 3'-0" MAX) 16.0 53.0 (SB -1 :1, 3'-0" MAX) 16.0 51.5 (SB -1 :1, 3'-0" MAX) 24.0 48.0 (SB -1 :1, 3'-0" MAX) 20.0 50.0 (SB -1 :1, 3'-0" MAX) LAGGING ON BACK FLANGE OF BEAM (BL) APPROXIMATE SLOPE OF BACKFILL BEYOND WALL (SB) SURCHARGE FROM ADJACENT EXISTING STRUCTURE (SU) II AS BUILT" tf_,_.;,f ~.o(- EXP. £/10/1.0 I f DATE [sHrril ,UITY OF OARWBAITllSHEETSI 1-----+----+-------------~1----+----+--+----< ~ ENGINEERING DEPARTMENT =.::=J 8 1----1----1------------------11----+---+---+----t .------------------.t---r--r--------------r---t---;----j----4 ~y pHO P~ FOR: GR2016-001o Baptie Coastal Residence f)BergerABAM 10525 Vista Sorrento Parkway, Suite 350 San Diego, California 92121-2745 (858) 500-4500 Fax: (858) 500-4501 5070 Carlsbad Boulevard, Carlsbad, Ca 92008 lE~PORARY SH9'1ING ,GENERAL ELEVATION AND SCHEDULE APPROVED: / / J' f,/-,r,rr JASON S. ~EIJ)ER_T (J.,v-.,11. / lyT',1 6!1/l.,,OJ-"i- 11----1---t-,i.--------------t---t----,t---t----1 ~GIMEEI( RCE 63912 EXPIRES 9/30/18 ' 1lA1E 11--,,,.--1...,,.,,,,,.,..,...+...,,11\--------------1---.j...,...-4--,--h---1 ~ BY: ~vr PROJECT No. DRAyjl!IIG No. ~~~~ ~~1~ REVISION DESCRIPTION 0~= ~~~ ~: ~:~ ~ ~~; k CDP 16-06 496-3A "' p ., I s " ~,, '"0 a 0 o ~ elc ,g ~~ ~~(n ~ ·-o • ~];, :g.=!Jz ~z~ oC .,. ~ ·r :i!wo ;;; m"ll ~~!Tl "'Ol"i;; 1~z z ITT 'a ,. I 083U 17 □ ll ~ 2 GJ 2 C s ca m JJ □ JJ ~ 2 GJ 2 C ~ co m JJ □ ll ~ 2 GJ 2 C: s co m JJ STORM WATER POLLUTION PREVENTION NOTES TIER 2 CITY STORM WATE~? POLLUTION PREVENTION PLAN (TIER 2 s·wPPP) SW 16-332 CITY OF OCEM,SIDE GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK (YEAR ROUND). /. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT· Kenneth Baplie, Owner AT 206-947-1717 2 DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE All EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER QUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORSEEN CIRCUMSTANCES WHICH MA Y ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED 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 DEVICES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE 9 ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES All BUILDING PADS'. UNFINISHED ROADS, ANO SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED ANO MAINTAINED ANO WILL BE UPGRADED, IF NECESSARY, TO PROV/OE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS 11, AOEQUA TE SEDIMENT CONTROL BMPs MUST BE INSTALLED ANO MAINTAINED. 72. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED ANO MAINTAINED 13 A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TD PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN ANO BE ABLE TO DEPLOY STANDBY BMPs TD PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-0A Y NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETA TIDN EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TD DEPLOY STANDBY BMP MATERIALS 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 UM/TEO TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TD A PREDICTED RAIN EVENT FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACT/VEL Y BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOf!!:'D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS .fiQI SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE lEAR WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE AOEQUA TEL Y STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY ANO PRIOR TO A FORECASTEO RAIN EVENT OF GREATER THAN 50%, ANO AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE lEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO 00 SO, THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS ANO 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 ANO BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MA TER/ALS POLLUTION CONTROL THE NA Tl ON Al f!!:'A THER SERVICE FORECAST SHALL BE MONITORED ANO USED BY THE DEVELOPER ON A DAILY BASIS. IF PREC/PITA T/ON IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TD GRAVEL BAGS ANO SILT FENCES A MINIMUM OF 125% OF THE MATERIAL NEEDED TD INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TD BE "EXPOSED" FOR THE PURPOSES OF "f!!:'A THER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT ANO WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION I. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA T/ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYOROSEEO/NG SHALL BE APPLIED TD: 1 ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE· a THREE FEET OR 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 (CONSTRUCT/ON OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUCH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THA T WARRAN TS IMMEOIA TE TREATMENT B HYOROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA 1 ALL SLOPES THAT ARE GRADED 6· I OR S !EEPER AND THAT ARE.· a THREE TO EIGHT FEET IN HEIGNT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b, CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIP/TA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6. 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TD HYDROSEEDING, THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/OE IRRIGATION TD THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GA T/ON Sr/ALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYOROSEEDED GROWTH. C HYOROSEEDING 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 OF ACHILLEA MILLEFOUA e Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) f 7/2 lb PER ACRE IF 0/MORPHOLECA q. ITEMS c, d, e, ANO 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 EIT/-/ER BY OR/LUNG OR BROADCASING BEFORE HYDROSEEDING. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH T/-/E CALIFORNIA DEPARTMENT OF FOOD AND A GR/CULTURE CERT/FICA TION TAG A TTACHEO TO, OR PRINTED ON SAID CONTAINERS. J NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO 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 SUBSIITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECf/ANICALL Y PUNCHING' NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 0 AREAS TO BE HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEDING: 7 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF· a. TRACK WALKING SLOPES STEEPER THAN 6: /, b HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICYENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6· I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST. a ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b THE ADDITION OF SOIL AMENDMENTS, Pf/ ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH E H YDROSEEDING AREAS Sf/ALL BE MAIN TA/NED TO PROV/OE A VIGOROUS GROWTH UNTIL /HE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS Wf/ERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/DR HYDROSEEDEO WITHIN TEN (IO) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS J SHOULD GERMINATION OF HYOROSEEDEO SLOPES FAIL TO PROV/OE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY Tf/E PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPE.S AND PADS AS REQUIRED BY THE CITY DF CARLSBAD LANDSCAPE MANUAL, Tf/E LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5 THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COOROINA TE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK X X X X X X X X X X PROJECT SITE F/C i<IC CITY or ENCINITAS CITY OF VISTA C!TY OF '0,....--\4 SAN MARCOS VICINITY MAP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking BMPs Control BMPs " " B 0 'O "' " "' C u 0 0 -0 0 0 0 § -.b .b .;c " 'O .,, 0, ~ .,, ~ 0 " .,, .s .,, " <n <n <n a-0, Do g. .,, E " <n " Best Management Practice• .,, o?l .s (tJ %-a 0, a .,, " 0, <n " "' "' 0 .s (._) ~ u ~ .cc C a .,, <n 0 .,, <.n E <n 0, .,, 0, (tJ D C 0, (BMP) De,;cription ~ :.;:::::::.. .,, 6 "' D " " ~~ C, ~ Q.) 0 -0 -; ~ 0 'O >-, "' 0, "' ~ ~ ~ Cl (tJ <.n -0, a:.;:: "' ,: ::,s Cl o, Cl cc -§ "'0 Cle 0 ~ ~ ~ s: ~ cc <n c':' E ii 2 .,, 0 .§ '< o3 .c, "' -'O ::S .s "' ~ .,, 0 'O ·-"' ·-.,, iG :; -0 > ~-'R 0 a a.. 'O '" "' "'0 C .c, '-.c, 0 ~ 0 -~ a a 0 Q; .2 0 a:~ "' E D '-a "" "' B ~ .b 0 0 -'-VJ C :r: 0 CJ c:, Vi <.n <.n <.n > <.n <.nQ <.n Q: CASQA Designation ➔ "' "' " °" 0, -..., "' f'.. CXJ c:, "" -CC) <o ,_ I I I I I I I I ~ I I ~ I I I I ~ ~ u ~ ~ ~ bj bj bj bj bj bj f'c f'c Construction A.ctiv1ty CJ Grading/Sail Disturbance X X X X X X X X X Trenching/Excavation X X Stackvilina Drillinn IBorin □ Concrete/Asphol/ Sawcutting X X Concrete Ffotwork X X Paving X X X Conduit/Pipe Installation X X X Stucco/Mortar Work Waste Disposal S/aqina/1 ay Down Area Eauivment Maintenance and Fueiino Hazardous Substance Use/Storaqe De watering Sile Access Across Dirt X X X Landscaoe and lrriaat1on Non-Storm Water Management BMPs " -_g " 0, 0 .,, 'O C ~ 0, E " a E 8-0 .;c ~ ' 0 C' 0 0-> ~ CJ ~ ~ .,, .,, -ij <n 'O <n E 'O C " cc cc Cl 0 <n D u "' D 0 0, -"' '-~ er,:;:, .,, .,, cc '2 0, :c; cc 0 ~§ ~ 0 "'0 ·s ~ .2 "'~ -0 ~o .,c"' £ a: 0 a.. a ~G o-QC) Q ::,s <.n -"' " "' -I I I I I <.n <.n <.n <.n ;!I: < < < < X X X X Waste Management and Matenals Poilut1on Control BMPs -" .,, 'O E C a .,, "' 0, -0 " <n " s E-0 -"' "' ::,s C Cl> C C .,, -.,, <n .,, ::, > '" E .,, o E .,, E"' ~ ~ c.-a"' .;z 1:' 0, Q_g 0, .1: 'O 0 OD 0 ~ i.::: --";:;: § '-' C .2 0 a..o cl ::,s 0 0 ::,s <.n <.nu :r: ::,s "' "' "' CC) 'D I I I I I ;!I: ;!I: ;!I: ;!I: ;!I: X X X X X .1: <n o~ ,: ~ "'E -"' "' 0, b o CC O 0 u" co I } X X X X X X X X X X X X X SHEET INDEX· SHEET 7· TITLE SHEET SHEET 8: EROSION CONTROL PLANS AP1V: 210-0JJ-09 SI1.'E ADDRESS: 5070 Carlsbad Boulevard Carlsb,1d, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE 7,840 Square Feel CONSTRUCTION THREAT: NOTE· Re 'er to the CASQA construction handbook for information and details of the chosen BMPs and haw to apply them to the project. CONST,~UCTION THREAT TD STORM WATER QUALITY (CHECK BOX) DESCR/P T/01,1 SE-I, SILT FENCE SE -5, FIBE,? ROLL SE -6, GRA \1EL BAG LEGEND TR-1, STABILIZED CONSTRUCTION ENTRANCE SYMBOL = llffllllllllllllllllll~ OWNER'S CERTIFICATION: I UNOERSTANO ANO ACKNOWLEDGE THAT I MUST. (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACT/V/llES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA T/ON OF POLLUTANTS SUCr/ AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCT/ON RELA TEO POLLUTANTS; AND (2) ADHERE TO, ANO AT All [!MES, COMPLY W/Tfl THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD OWNER'S NAME. Ken Bap/1e ~ :::5 OWNER'CNATuRt~ /llJto/ /(,. ~/7 DAT{ ITI HIGH □ MEDIUM OWNER/APPLICANT: NAME· Kenneth and Sandra Bap/ie ADDRESS· P 0. Box 1211, WoadinvJ/le, WA 98072 TELEPHONE NO.. (206) 947-1717 EMERGENCY CONTACT: NAME. /;en Baplie ADORES,· P.O. Box 1211, Woodinville, WA 98072 TELEPHONE NO· (206) 947-1717 I SrEET I CITY OF CARLSBAD I SHEsETS I ~-----------------~----------------, l ENGINEERING DEPARTMENT NAME OF PREPARER. John P. Strohminger QUALIFICATION OF PREPARER. RCE #55187, QSD/P #122 ADDRESS: 635 Via Columbia Vista, CA 92081 PHONE NO.· (760) 385-8410 ~ --..l_(Jjl_'JJk:~, ~MA-~"~~ 55187 /122 RC E/CERT NO ESSl . STRiJ',i;,:e ejfs: No, C55187 Exp. 6/30/18 6/30/18 '3-Z3 · It UC EXP DATE DATE' STORM WATER POLLUTION PREVENTION PLAN F'OR. Baptie Coastal Residence 5070 Carlsbad Boulevard, Carlsbad. Ca 9200B L AP-°ROVED CITY ENGINEE DWI~ BY: JPS CHl(D BY: RVWD BY TITLE SHEET GR2016-0015 'uJtt JASON S b/~f1 3912 EXPIRES 9 30 18 ATE PROJECT NO CDP 16-06 DRAWING NO. 496-3A 083017 0 JJ ~ 2 G'J 2 C $ C!l gJ 0 JJ ~ 2 G'J 2 C s: C!l gJ \ \ \ \ \ \ \ \ \ S£-10 TIER 2 STORM WATER POLJlUTION PREVENTION PLAN (SWPPP) \ S£-5 ~· //Yj- ,'~ I 'I I I , *.' .\. [ / liJ r· r, ! r:, cf J,,.,1_ \ I \ ~ \ f~ \ -, <:::::ioO '-' \ \ \ \ \ \ \ ~ / \# '\, 1/' ,1/ ,,, , ,, r , , ;JY ,, / ' ' ,/ c;:fa;:,"'' //::/ d:?' .. / ' ' ·/" // \ /' ,;:./~ ~::: \ tro /:::./_,,, ' ' / ;,-/ / ' \,.. / \\\'®~:: ' 0 \ f \ < ,, w 'y; \,, / /\ 0 \ ( ,/ \(), t· : ' 5£ -5 \y" \/ ' ~ ½ \ \0 , + ' / '/ // .,,.z ,// , / / /, -/ ,,.,,,✓,, ' / /4 , ,, -/\ \~ / /41 ,• / .· "d ,• ~'' ', '/ (~ ~ ' \ \ \ jl ,, \ ✓ ~1. , ,' / "--~LiMit of work ,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ North 1''=10' \ ,-3"\f E=T =,'I ::;r::-:;::;r=I'=Y'::::::::::(:=)::c:F:::::::::::C,=' A====R==L=;:,i==' D=· 'J =A=D··=·:"..' ·'= .s .H E•'·o··E····,···'·-~·j L iflC11'IEEF,lflG DEPAl!TME~IT --~ __ . ------------. --. ------EHO'.)!Orl COrfTllOL PLAN FOR: l:laplic, Coa::trJI Residence 5070 Ca0 1sb•Jd 8oulevcrd, Carlsbad, Cu 92003 GR2016 -0015 CJ ll ~ 2 Gl 2 C s: ID ~ 083017 CJ ll i 2 Gl 2 C s: ID m ll CJ ll ~ 2 Gl 2 C s: ID m ll \ \