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HomeMy WebLinkAboutDWG 439-2A; PD 06-02; LUKAS RESIDENCE; 01-02GRADI NG NOTE S (1N ADD 1'1'10N TO THE REQUIREMENTS OF CHAPTER 11 06 OF THE CARLSBAD MUN ICTPAL CODE ) 1 THIS PLAN SUPERSEDP.S ALL OTHER P l A NS PREV!OllSLY APPROVED BY Tll~ CITY OF CARLS8 An REGAl-W INC: GRADING SHOWN ON THJS SET C.H' PLANS. 2. APPROVAL OF' THIS PLAN DOES NOT LESS EN OH WAIVE ANY PORTJO N OF TllE CARLSB AD MUNJCIPAT, CODC , RE;SOLUTTON or CON DITIO NAL APPROVAL, CITY STANDARDS OR OTHim ADD TT IONAL DOCUMENTS u sn:o HEREON ,s TIIEY MAY PFR'l'AIN TO THIS PROJECT. THE ENGINEER IN RESl'ONSIDLE CHARGE SHALL REV IRE.: THESE Pl,ANS WJ-IEN NUN-CON FORMANCE IS DISCOV ~:R ED . :J. CTTY APPROVAL OF' PLANS DO ES NOT RE LIEVE TH E DEVEJ,QPER OR ENG INEER -OF- WORK FROM RESPON SJB ILJTY FOR nm COl-rnECTTON OP P.RRO!tS AND 0~1I SS!O NS DISCOVERED lJUR INC: CONSTRUCTION . ALL PLAN REVTSIO NS SIIALL BE PROMPTLY SUBMTTTED TO TIIE CITY ENG INf·:r::R F'OR APPROVA L 4. A RIGHT-OF WAY Pf:RMIT FROM THE CITY c:NGTNEER WTLL BE Rf:ClUIRED FOR ANY WO RK IN THE: PUBLIC RI GHT OF WAY. PRIOR TO PERMIT TSSUAflCE, A CERTlf'IC'ATE or JNSU RANC R MUST BE FIU :IJ NAM ING TIIE CITY OF CAR LSBAD AS AN ADDJT!ONAL IN SURED ON THE PEHMlTTE.l(S POLICY IN TllE MINI.MUM AMOUN T O.F' $1,000,000.00 FOR EACH OCC UJ-UrnNCE OF LlARlLITY. THE: !NS UHANCf~ COM PANY WRITJNG THB: PO LICY MUST HAVE A l{ATINC Of "A" AND A SIZE CATEGORY OF Cl.ASS V AS ESTADLISHED BY "BESTS" "Kl~Y RATJ NG GUIDE. F;_ UNLES S tiXEMPTED HY :-m cTION :30 1. (b)'.) OF' TIIE UNIFORM BUILDING CODE, RF;TAINING WALLS OUTSIDE OF rum,1c RI GHT OF WAY REQlliRE SF:P AHATE PERMI TS F'ROM THE BUILDIN G DF:PARTMENT 6. NO WORK SHALL BE COMMENCE IJ UNTIL ALL PERMITS I-lAVf: clE:EN OUTAlNE lJ FROM THE CITY AND OTHER APPROPRIAT E AGENCTES. 7. APPROVAL OF' THE:SE: PLANS BY TIIE CITY ENGJNEER DOP.S NOT AUTHORI ZE ANY WORK OR GR AD ING TO BE r EfffORMF:ll U NTTL TTTE P ROPERTY OWNF:ffs PERM1'PION H AS BEEN OBTAINED AND A VALID GRA DING PER!TTT HAS BEEN I SSU f:ll 8. NO RP.VISIONS WJLI, RP. MADE TO THE:SE PLANS WITHOUT Tl!E WRITTEN APPHOVAL OF TH fi: CITY ENGINEf:R, NOTf,D WITII IN TIIE m:VISION BJ .OCK ON THE APP RO PRrATP. Sll!'.;LT OF THE PJ.A NS AN D Tl!E TITLP. SI-J!'.:ET 9 ORTGINAI, DRAWINGS SHA l,I, HFX'OME TIIE PROPERTY OF THE CITY UPON HF:TNG SIGN ED BY THt CITY EN GINEER. 10. TH E OR IGINAL DRAWI NG SHALL BE R~:VISED TO REF'LECT .A.S -BlllLT CONDITION:) BY THE ENGJN EEH-OF'-WORK PRIOR TO FINAL ACCEPTANCE OF TIIE WO RK BY TIIE CITY. II ACCESS !'OR FIRE ANO OTHER EMERGENCY VEHTCLES SHAl ,L BE MAINTATNf:11 TO THE PROJECT S!Tti AT ALL TJ MES IJ lJH IN G CONSTRUCTION. 12. WHERE TRE:NCf-rnS ARE WITHJ N CITY EASEMENTS, A SOI LS REPORT COMP R!S"P.D OF' (AJ SUMMARY SHF:F:T, (H) L ABORATORY WORK SllEETS AND (C) COMP ACTTO N CURVES, SIIALL BF: 0l!RM[TTED I3Y A PROFESSION AL ENG INP.P.R or THE STATE OF CALJFORNIA, PRINCJP ALLY DO ING DUS INESS [N n rn FTELIJ OP APPLIED SOlLS l!ECHANJCS. THF: SO ILS REPORT WILL BE SUBM ITTED TO TH F: CITY ENG INEER! NG 1NSP~C'l'Ol1 WITJIIN TWO WORK ING DAYS 0 1<' THE COM PJ.F:TION OF FltUJ TP.STS. 13. A SOT T.S CO MPACTION REPORT AN O COM P LI ANCE VERWIC ATTO N REG ARDTNG AD HERE NCE '1'0 RECOMMENDAT IONS OUTl,INED IN TTTE S0 11 ,S REPORT IS RF:QUIRE:D PRI OR TO Tl-IE ISSUA NCE: OF' A RUJLDJNG PERM IT. ALL CONTR OLLB:D GRAD IN C SH ALi, Rf: DO NE UNDER TH E ll llll•:CTION Of' A PfiOPESS IO NAL ENGINEER OP THE STATE OF CALWO RNJA PRINCJPALLY DOING DUSIN ~:ss IN THE }'[~:Lil OF APPLIED SO ILS MF:C HAN1CS. ALL FILL OR nJ'l'URE r 1LL AR EAS SHALL BE CONSTRUC'l'l•:u IN ACCOR DANCF: \VITI! THE CJTY OF CARLS BAD STANDi\RD SPF:CIFIC ATIONS AND 'l 'HF: " EARTHWO RK SPECif'IC ATlONS "ATT AC Hf,D TO TTIE PRELIMINARY SO ILS INVESTTGA.TION. DAILY r'IE:L lJ COMPAC TION RP.PORTS Wll ,l , BE SllBMITTEU 'l'O THE PROJECT JN SPECTO R. 14. A PHECQNSTR UCTIC.1N MJ:,;E:TJNG .Sf:!ALL _B E,:_ H_F::LD AT TH_E SlTE PRIOR TU 'l:!:U~ _____ _ BEGlNNlNG _ 01': WOf-cK AND SH ALL BE._ATTENDb~I) RY .ALL__ REPRE:sr~N TA'flVF_,_,"3 --- RESPONSIBLE f OR CO NSTRUCTION, INSP ECTlot~, SUPERVIS ION , TE STING AND ALL OTHER ASPECTS OJ' THE WCl_RJ\, THF: CONTRACT6 Fr St lA LL RRQ UESf A PREC ONSTRUCTION Mf:F;'l'JNG BY CALl,ING THE INSPECTION LINE AT ('160) ,13B<l8DI AT LE AST FTVE(5) WORKING D,,YS f'RJOR TO STARTING CONSTRUCTION. rm: CONTl"CTOR WTLL THF:N HE CO NTAC n ;D BY THE PROJECT INSPECTO R 'l'O COURDINA'n'. A DATE AND TJ~H: FOR TIJ E PRECON STRUCTION MEF.:TI NG. APPROV ED DRAWINGS MUST BE AVA1LA 8LR PRIOR TO SCHED ULING THE C:RADJN G PERMIT WI Li , DE PROVIDED RY THE PROJECT TNSP ECTU R AT TH E MEETING. 1~1. ALL INSPECTION REQ UESTS OTH ER THAN fi'Ol"t PRECO NSTRUCTJO N MEETING WJ LL 81:: MADE BY CALI.ING Tm: ENGINE ERI NG ;,:4-HOUR INSPEC'T)ON REQ UE ST um: ~-'~'-_ (619) 438-3891. INSPECTION HEQUEST MUST BE RECEJVED PRIOR TO 2: 00 PM ON THE DA Y BEFORE THE IN Sr't:C'l'JON J:::; NEIW ED. INSPECTION~~ WILL l;JP. MAD.F: THE NEXT WORK DAY UNLESS YO U R~:QUE S'I' OTf-lER\VIs r:. REQ UESTS HADE: AFTE R 2: 00 1-'.M . WJLL BE SC HE:JJ ULE I) FOR TWO PULL WORK DAYS LATER 16. THE OW NER AND /OR APPLICANT THROUGH 'fHF: DEVELOP}~R AND/OR CON TRACTOR SH ALL nr:s 1GN, CONSTRUCT AND MA INTAIN ALL SAFETY DEVIC ES, INCLU DING SHORl NG, AND SHALL 8E SOLE:LY Rf.SPONSlBLE FOR CONFORMING TO ALL LOCA i,, STATE AND FEDERAL SAFETY AND HEALTH STAN DARDS, LAWS AND REG ULATIONS. 17. THE CON TRACTOR SHALL CO NFORM TO LA BOF~ CODE SEC'TlON 6705 BY SUDMlTT!NC A DETAIL PLAN TO THE CITY ,:NG INRER AND/OR CO NC ERNED ACENCY SHO WING THE DES IGN OF SHORING . BRACING SLOP ING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION Fl-WU THE HAZARD OF CAVING GRO UN D DUR ING '!'HE EXCAVATJON OF SlJCH TR P.NCH OR TRENCHES OR DURING TH.I'.: PlPE INSTALl.ATlON THEREIN THIS PLAN MUST BE PREPARED POR ALL TRENC HES F'IVI: l'EET (5 .) OR lv!ORE IN DF:l"'TH AND APPROVE D BY TH E CITY f'.NGlNEER AN D/OR CONC El-?NED AGENCY PRIOR TO EXCAVATION TF TfTE PIAN VARIES F'RO M TH!: SHORING SYSTEM STANDARDS RSTABLISI-IED BY TIIE CONSTRUCTlO N SAFETY ORDERS TITr .F: 8 CALif'OFIN ]A ADMI NIS'fRATtvE·-com:·_ "1'H~:Fi"tM,j" SHALL BE P-H-~:P AR F;o BY A RE!,_[STERED ENGINEER AT TllE CONTRACTORS EXPENSE. A COPY or TH F: OSllA EXCAVATlO N PERMl'l' MUST BE SURMlTTP.D TO THE JNSPECTO R PR lOR TO fi:XCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAIN ED FROM THE CJTY OF CARLSBA D. SU DMIT APPLICATION FOR Bl,M~'f'IN G PERMJT WELL IN ADVANCE OF' THE SC I-IEDU LIN C OF' BLA STI NG OPERATIONS 19. If ANY ARCH AEOLOG ICAL RESO URCES ARE DTSCOV l(HED WTTHTN ANY WO RK llitf:A DURING CONST RUCT ION. OPERATIONS WILL CEASE IMM ED IATELY. AND TH E PF:RMITTEE WILL NOT IFY THE CITY E:NGINEER OP~RATJONS 'WJLL NOT RESTART UNTJL THE PERMITTE1'.: HAS Rt:C~~lVED WRl'l'Tr~N AUTHORITY FROM THE ClTY ENGINE ER TO DO SO. 20. ALL OPERATTON S CONDUCTED ON THE SITE OR ADJACENT THERETO, TNCLTJDING WARMING UP, Rt:PAJR , ARRIVAL, DEPARTURE OR OPERATJON OF TRUCK::!, EARTHMOVING EQUJ P.ti.lE NT, CONSTR UC TION F,QUJP.MENT AND ANY OTHER ASSOCIATF.D GRADlNG EQ UJ PMENT SHALL Ht: lH-llT~D TO THE PER LO D BETWEEN '/. 00 AM. AN D SUNSET EACH DAY. MO NDAY 'l'HRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATTONS SHALL BE CONDUCTED ON WEEK r:NDS OR HOl.[l)AYS. (A LIST OF' CITY HOLIDAYS IS AVA [l,ABLE AT THE ENG I NEERING DEPARTMENT COUNTER) 21. ALL OFF-SJTE HAU [. HO UTES SHAl,L BE SIJ 8M ITTED 1-lY THE CONTRACTOR TO THE CITY ENGINF:r~R FCR APPROVAL TWO FU LL WOHK!NG DAYS PRIOR TU m :G INN JNG OF WO RK. 22. IMPORT MATERIAL SHALL BE OBTAINED f'ROM, AN D WASTE MATERI Ai, SHALL BE DEPOSITED AT. A STTE APPROVE D BY THE CITY ENGI NEER THE CONTRACTOR SH ALL 111: RESP ONS IBLE F'OR ANY DEBRIS OR DAMAC:f: OCCURRING ALO NG r m; HAUL ROlJTr:s OR ADJ AC E:NT STREETS AS A RE~SULT OF TH~: GRADINC OPER/\TIO N. 2:t BH USH SHALL DE rm1rnvim ONLY WlTIIlN TIIE AR r:A TO BE C:RADED . NO TR~:~:s ARB: TO BE REMOVF.D lJNl ,FSS f1P EClFICA l,LY NOTED ON TIIE PLAN. 24 ALL AREAS SHALL BE GRA DED TO DRAIN GRAD JNG r?F.SlJ LTlNC IN Tl1 E PONDl NGOJ<' WATJi:J-\ IS NOT PERM ITTED. Al,}, F:ART HEN SWA I.P.S AND DITC H~'.S SHAU, HAVE A MINI MUM ONE PERCF:NT SLOPK 25. TH ESE PLANS ARE SUB.JECT TO A SIGN ED AND APPROVF.D SET OF EROSION CONTROL PLANS. EROSION CO NTI-W I, SHALL BJ,: AR SIIOWN AND AS APPROV~:n RY THE CfTY ENGTNEER OR AS DIRECTED RY THE PROJEC T INSPECTOR 26. ALL SLOPES SIIALL BE TR IMMED TO A F'INJSH GRl'1DE: TO PRODUCE A UNIFORM SURfACE AND CROSS SECTION. TllE SITE: SHALL BE LEl,'T IN A NF;AT AND ORDERLY CONDITION ALL STONES. ROOTS OR OTIIER llF:HRIS SHAl,L BE REMOVED AN O ll lSPDS F:D OF' AT A SITF: AP PR OV f:IJ OF BY THE CITY ENGIN EE R 27. ALL SLOPES SHALi , RE IRRIGATED. STABILIZED. PLAN TED AN D/OR HYDRDSEEDED WTTHTN TEN (10) DAYS OF Tl-IE TIME WHEN EACH SLO PE IS BROUG HT TO GRAD E AS SHOWN ON THE AP PROVED GRADINC Pl,ANS. ;~s. LANDSCAP ING SHA LL BE ACCO MPl ,ISH!W ON ALL 81 ,0PE:S AN D PADS /1S REQUIRED BY TIIE CITY OF CARLSBAD L ANDSCAPE MAN U AL. TIIE LANDSCAP ING PLAN S FOR TI-IIS PROJECT, DRAWING NO. ____ AN D/OR AS DIRECTED BY THE CIT Y ENGINEF:E OR PLANNING DTRECTOR. 29 THE owm ::.1-t /APPLJ C'\KT SHALL INmmr: TllAT Al.!. CONTRACTORS SHA.l ,l, COO RD ll\_\TE THE WORK OF TJ !f.0 f'. r:R 1\D1 NC PLAN S WlTH TH AT :':HOW N ON BU TH THE LAN D~('..\.Pf: AN D lRR IGA'l'ION Pl.ANS !\ND THE: IMP ROV J~ME N'l' Pl.ANS AS l-t 8QLl'JHE:D FOR Tll!S WORK IN 1\CCORDAN('I•'. WITH TIit LAND SC APE l\lANCA!, r 1ri.m HE Ql lll~E:Mt NTS . ~rn. STORM Dt\A lN PIPE SHALL H~'. RE INFORCE D CONCRETJ:,; PlPP. WITH A MINnJl.l M D ·LOAD OF 1.:3:'")0 . r'Orl PHlV ATF: STORM lJ HA !N PlPES, UP TO 15 ' PVC MAI m: UTILIZEll PROVJD F:D D~'.PTH IS LESS THAN 15 FEET AND BAC KFILLCD WITII '.-l /4" ROCK 1-'E:F: SDRSD 8 -4 TYPE ··c" AND PIPE M}~F:TS ASTM SV,,ND ARD :rn '.l ~ !<'OR SOR :35 SOL'ID WALL PIPE. :31. WHl<:R.F: AN EXIS'l 'IN(; PIPF: LlN E IS TO HE: ABANDONP.n AS A RESULT CH' n n: GRA D!NC OPERA'l'IO N, lT SHAl.f_, Bl'.; l-cEMOVF.TJ Wl'J'IIIN TWt~NTY Fr.ET 0 1,· ULII LLJING OR ~TRF.E 'l' Af\EAS AND REPLAC'r:D W]Tll Piwn;fU,Y COUPACTf:D SOILS. IN OTJIT'.R ARB:As THE PII1E WI I.I. RF: PLUGGIW W!TH CON('RET J~ OR RF.MOVED A;3 APl--'1--WV~:l"l BY rm: CITY ENG INr;~:R. 32. TIIE CONTRACTO i:1. SHALL v r:R!F'Y TH E LOCATION Of ALI, F.XlST INC f AC ]LITl ~:s ( ABOV E GROUN D 1\ND lJNDf.8 GROUND ) WITIIIN 'l'HF: PROJI~C T :C:1'1'1-.: SUFF'ICJRNT\,Y AHr :M) or GHADINC TO PF.RM IT Tl-IS RF:Vt')JON OF THE GRADING PLANS ff IT JS r(l!IND TJI AT nrn ACTUAL l~OC ATIONS ARE: IN C'ONF'LIC'T WlTl-1 TH E 1--'f-WPOSE D WOE I\ ;J'.J. THf: roNTRAC'TOR SI L\Ll, NOTIFY AFFl~CT f-:ll (lTILITY COMPANIE S (SEE BE i.OW ) X I' LEAST :2 YULL WORl·J NG DAYS PRIOR TO STAR'l'ING GRAD ING NEAR TIIEIH ~'.A,Cl[,lTIES A.N il SIJ ALL COORDIN ATE 'l'HF: WORK Wl'l'H /1 COM PANY Rf_:1j 1H :m :I\TAT l\.'E , \:N IJ ERGROU ND SE!fflCE ALERT SIJ(;&E PAl'IJi'JC 1-H;l,I , AllF:LP IIIA CAH I.E COMMUNICATIONS COX COMM UNICA'l'IOI\~ ClTY OF CARLS BAD(S'l'ImETS & STORM DRAIN) ~CITY OF Ci\RLS BAll(i-lP.WP.R.WATER & REC'LAlMED WATER) • SAN DlEGUTTO WATER DISTRICT "Ll';l lCADIA COUNTY WATER DISTRICT "Vi\LLr:c 1TOS WAn :R IJIST RJC'I' "01,JVEN JI AIN WATE [{ DISTHJCT "Bll~'.NA SANITAT ION Dl0TR !CT * AS APPRO PRIATE 841 . PERMJT COMPLIANCE H.EQUIREM E:N TS· (800 )4 :tl-4 l'l .J (eUO)[:i f:\0 -TJ IJ (B00)/3D 2 01:2 . .\ (760)438 77 11 ('"/G0)/-106 -fJBWJ (76D)-n .1 2D/31J r "/ "D) 4 · 8 -,,~ ')':> , u al ,_(c__,,_ (760)633-2650 (?6U)7C:d -Ol '.'"i :-i (?60)744 -04[;0 (760)753 u I rm (~1 0 0 )7;20 -J ,J,I 0 A. FOR CONTJWLLED GR ADING -'l'IIE AP PL.ICANT ll!RES A CIVIi, ,:NG II\EC[i, SOILS lcNGJNEER. AND/OR GEOLOGIST TO GIVE TEC IINICAL ADVTl'f:. OGSE RVf; AND CONTROL TH~~ WORK lN JJROGRESS /IL UO.J?O(Hn CAHLSBMI MUNICIPAi, COD E. IJ PRTOR TO l·'IN AL APPROVAL OF' A GRAD IN G P1R MlT -TllE F'OLLO't\lN n R~~PORTS Mll ST BJ<.; SUR M!TTED TO THR Cl'l'Y B:NGINKF.R VI A TIJE PROJECT INSPEC'l'OR )1106190(B)I CARLSBAD MIINICIP AL CODE (1) F'll\AI, RF:PO RT DY Sl.lPt RVISING GRADING P.NGINEEh'. S'l'ATINU ;1,[,l. GRA lllNG IS COMPLETE. AL I, ~;J:WSION CO N'l'HOL, SLOPE Pl ,AN'l'll\G Al\D IRRIGATION ARE: IN STA LL!m IN C'O NF'O RMANCE WIT H CITY COll b: AN D THF: AP PH0\11:D Pl.,At~S ( OHTAIN SAM PLE or CDM J-'1,1 :\.NCF. l,E TT ER F'ROM CJTY F:NG INEE RI NG DF:PARTMENT). (2) A:.-,,-f-Jll !LT GRAIJ ING PLAN. (3) R!'.:POl-ff FROM '!'HP. SOILS ENGINET:R, WHICH lNCl ,1JDP.S RLCC\iME.t\DED SO IL BEAHING C4PACITrnS, A STATEME NT AS TU I 4 l TI IE EXPAN SIVE QUAl,ITY OF TJ-H: SOIL, AND SL:MMAR J~:s Of' F'Tf,!Jl AND L/1 1-:lOHA'l'ORY TP.STS . THE I\EPORT SH ALL ALSO rKc:u rD c A STATEMENT RY TIIE SO]l,S EN GINEER THAT TH~: GR . .'.\.l)lNf', WAS DONE IN ACCOIWA NCS WITH THE RF:QUIREME.t<1';:3 .-\ND Rf-:C'O\'lME}iDATIONS OUT l.,JN~:o IN TllE Pl:t~:l,.I MINARY SOILS REP0 1n AND ANY SlJ Pt-'1}:MF:NTS THERF:'l'O. REPORT W!Tll AS --Rl"ll.T GEOLOGIC Pl.AN, IF REQ UIRED HY THI< CITY. . :15. UNLESS A GP.ArllNC PE RMIT FO R 'l'Hrn PIWJEC'T rs ISS lJF'.D WITHI N ONE (l) Yl<AR AFTER TH~: CITY EN<~INEER'S APPROVA l", TIIESP. PLANi:J .MAY DC RCQlJifH:IJ TO Hf: RESUDMITTI,:[) FOR Pl ,ANC HECK P l ,A NCHF.CK FRES Wl l,I HF: REQUIRED FOR ANY ::S l!Cl I RECJH~CK JG. THE SOJLS fH'.PORT TIT LED Geotechnical Investigation PREPARED BY American Geotechnical ,DATED December 22 20 05 SH A.LL BE CONSIDERED AS A PART OF THIS l!RAIJINC: f'LAN . \LI, GRAillNC: STT AU , Hf: DO NE IN ACCORD ANC E WIT II THE Rl<COM MEND 1\TION ~ f'.Nll SIJf:C'WlCATlO NS CO NTAINED IN SAID SO ll ,S RP.f)ORT. "DECLARATION OF R ESPONSIBLE CH ARC:E" l HEREBY DECLAR~~ Tll/1.T I AM THJ:,; ENGI N~F:R o r WORK FOH TlilS PROJECT, THAT l llAVC EXERC!SE:lJ RF:SP ON:::HB LE C'I-IARG J:<~ OVF.R TI-IE D~:S1(;N OF TIIE PROJEC'I' AS IWJi'INED lN SECTION 6":'0;_-; OF THE BUSIN ESS AND ~'ROF ESSJONS COD E, AND TIIAT Tf-l t_; lH>JJGN IS CONS l;-n 1,'.NT WITH. CURRP.l\T STA.NflAEDS I UN\lf:RSTAND TJ-JAT TH ~: CH~:C K OF PROJECT DRAWINGS AND SPECWICAT!ON:S Br TllE CITY OF' CARLSBAD oor:.s NOT rmr,rnvr: ME, AS Ji'.NCIN EER OF' WORK, OF' MY R8_;SPON :S !R IJ,ITIES FOR PR OJJ,_:CT l)~'.:C:-:lGN Fl RM American Geotechnical ADDRESS 5764 Pacific Center Blvd. Ste 112 CTTY, ST ATE San Diego, CA 92121 TEl,EPHONE (858) 450-4040 BY, ___ R=ob=e~rt~W~-~D~a=y~------- (NAM l~ OF ENGINEER) H C. K NO -~3_4~54_4~~G~.E=-~2~0~5~9 _______ _ RRGTSTRATIO N EXPIRATT ON DATE 9/30/2007 IIATE 2/1/2006 S OILS ENG I NEER'S CERTIFICATE T, RobertW. Day . A REC:ISTERF:ll CIVIi, l~NG []\.;J<;t:R Of TllE ST11,n: or CA l,ll<'ORNI A. PRINC IPA IA,Y DOIN G BUS IN ES~ IN THE FIELD OF' APPLTED SO ILS MECHANTC:-;_ EEREBY CE RTIFY THAT ,\ SAMPLING AND STUD Y OF THE: SO IL CONDITIONS PREVALENT WITHIN TH IS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF November 20 OS AND December ,2005 , TW O COPTES OP THE SOILS REPORT CO MPILED FROM THIS STUDY, WITH MY RECOMM ENDA'l'IO,s. IIAc BEEN SUBMTTTED TO Ti m O!TICE OF' THE CITY ENGINEEn 1/ ' ·~--.; • ,, 1<,,t,J., f.v. ~ICN ED /",-(.,,'f-/,,._), ! ~ 34544, G.E. 2059 DATE. 21112006 !,,JC}_:N::-1~: EXPmATIO N DATE 9130/2007 OWNER'S CERTIFIC ATE I ( WE ) J-l ~RP.RY C'l<RTIF'Y THAT A R~G ISTERELJ SOIL:3 ENG !NF,P.R OR Cl•:or,or:rsT TTAS BEEN 0 1-l. WILL Hf: Rfi:TATN ED TO SU PF:RVI SF, OVEH -1\LL CRADJ NC ACTIVfTY AND .\DVTR E ON THE COMPACTION AND STAB ILITY OP THIN sin ~ L~ zhk ' Grading Plan VICINITY MAP CITY OF ENCIN ITAS S OII RCE OV TIIPOGRAPHY TOPOGRAPHY SHOWN ON THJ~SF: PLANS WAS GENER AT ED DY __ _ ___ METIIOD S fllOM INFOR MATION GATTIERED ON ------ 19 __ RY-------------------- TOPOGRAPHY SHOW N HEF\P.ON CO NFORMS TO NATIONAL MAP ACC UR ACY 0'1'A.N IJAR nR, PRO,JF:CT LOCATION TH IS PROH:C"l' IS LOCA TED WJTHI N ASSE:SSO RS P,\RCEL NUMBER(S) 2162601600 THE CALIFORNIA COORDINATE INDEX OF THIS PHOH~CT 1:3 N 33.084 E -117.246 BENCH M,\RK DESC'RIJlT!Ol\_· __________________ _ LOCAT ION, ____________________ _ RECOR DED_-___________________ _ F:1,1<:VATl ON : DA'f'lJ M: ----------------- CARLS BAD MUNTCTPAL WAT f :R DIST R I C T \V IL LTA M F PL LIMM F:R DI STRICT ENGTNEER RC.E. 2fl 1?6 . WORK TO BE DONE THE GRADJNC WORK SH ALL CONSIST OF THE CO NSTIW CTJON OF ALL CUTS _6,ND FILL:':'. RE:MF:DI AL CR AIJIN G, DH.AI NACE FACllHrnS. EROSION CONTROL r'AC!LITIF:S. AND PLANTJNC OF' PEHM,\NlrnT LAN DS Cl'd'INC AND P.REP /\J\ATlON OF AS BUILT Gl:t ADlNC; PLAN O, AS -BUILT C:EO I.OGIC M/,PS AND Rl·J'ORTS, ALL AS ;SJJ OWN Oh' REQUIRED ON TJII S Sf:'I' OF PLAN S ANO TIIE CITY STAN DARDS. SPEC!F'ICA'l'IO NS, RF:QUIRE MENTS, RE SOLUTTDN S AND OR DINANc r_;s CITE D ON THE:ss PLAN::i . THE GRAD ING WORK SHA LL BE PE:Rl"ORMF.D IN i\CCORllANCE WITH 'l'f-!8 l<'O l.l.C)WlNC: DOCllMF:NTS, C!JRRE:N'I' AT THE TD.ff: or CONSTRUCT ION. AS om1•:C'\'ED BY TJ-H; Cl'TY RNGIN f'.FJl l 2. 0 ' 5 [i 7 8 9 CARLSB AD MUNIC IP Ai, COD~ CITY OP CARI.SAAD STANDARDS TllIS SET Of PL AN S RE SOU JTION NO tt/A. nm PTA NDAf-W SPECIFICATIO NS 1,'QR PUAl.JC WORKS CO NSTR UCTION (Gl-1.f~tN HOOK). SO ILS REPORT AND RECO MMEN IJA 'l'IONS BY American Geotechnicol · llAn:ll December 22 . 2005 TllE SAN DIEGO REGIO NAi, STAN DARD DRAWING S ,\ND AS MAY Bf: MODW IE:D BY '1'1-f E CITY 0 ~' CARLSDA D STAN ll ARllS. CALlf'OR.NI/1 COASTAL CtlMM ISSIO N DEVELOPI\H;NT DATED fl~ PERMIT CON DITIONS ENVIRONMENTAL APPROVA i, llOCUIENTS DAT ,:ll LEliEND DE SC RIPTI ON DWG.NO . SYMBOL Q U ANTITY Tensar CE3 Erosion Control Grid pinned on slope face; 4ft. each way; Grid of 12in. min, galvanized anchor pins lfil 2ft. min. key depth * Overfill slope and cut back to compacted core exposing edge of geogrid. [I] Key width controlled by geogrld (14ft.'-I - Slope I ,. /...--Keep ch imney drains 2 -3ft. below grade. Bench 4ftt. IJl Chimney drain system 30ft. o.c. [2] 4 M Tensar SS-2 geogrid at 1ft. vertical spacing; tip at 10% roll out along slope to provide continuous layers. CT] Typical backdrain: 12.5ft. max. vertical spacing; tip out of slope at 4%: place at as low an elevation as possible to allow for outletting_ Existing firm natural ground or compacted fill MINOR SLOPE REPAIR EARTHWORK QUANTITIES CUT: 800 CY FILL 800 CY IMPO RT: 400 CY ~jNN.!_J\TQ, DEPARTME NT APPROVAL / lo,, DATES /8 IX; 'Po"" fll«\I (Slt:NEll) lt,UISTAtl"'+ M-l-811{!:L ,!, liOLZMILJ,Llt PLANNl'.'W nurncroR "AS BU ILT" 1'2L[ __ _ [Xf-'. ____ _ EXPORT: CY REM ,:D I AL CY INSPE CTOR l)HTT 1---+----l-----------------,1---ir----t-----t----1 I ;111TT I :==:'...==============: CITY OF CARLSBAD ENLJ lf\lL LKil\J G DF"l '1=1RTMENT ')Ht.[: S of 2 /I\ fJ A ff INI fl AL DA ~F INI II AL rJ Aff l~J ITIAL -N CINl lR. ,u c· WOF?K FI E VISIOI~ Dl SC RIPTION OfllER' il.PPFIDV!\l. CITY APF-'RiJVAL GRADJN G PLANS FOR. LUKAS RESIDENCE DWI\. DY: I,,'' Clll<n GY: __ _ RVWIJ [3 Y: 7 626 Galleon Way Carlsbad, CA 92009 I lRQJ!"C T I\J O f'D 06-oi. EROS TON CONTH OI. NOTES 1. IN CASE ii;t\.:IERGENCY WORK IS REQU lRE:D ,CONTACT~--------------"A'I' (PHONE NUMRER ) :2 . EQUIPMli:N T AND WORKERS FOR EMERGENCY worm SH1\LL BJ.,: MAD F: AVAILABLE AT ALL TJMt,;S DURINC THE RAJNY SEASO.N . ALL Nl'.:CESSARY MATERIALS SHALL BE STOCKPILED ON Sl'l '\1: AT CONVENIENT LOCATlONS TO FAC ILITATE RAP.ID CONSTRUCTION OJi' TEMPORARY DEVICES "WH EN RAJN IS EMINENT. ~l. DEVICES SHOWN ON [11.ANS SHAU, NOT B~ MOVED OR MODIFIED WITHOUT TllE APl'lWVA I, OF Tl-rn ENG JNE ERING IN SPECTOR. '~-THE CO NTR ACTO I'\ SHALL m;STORE ALL EHOSION CO NT fW L DEVICES TO WOH KI NC Ol~DFI\ TO Tim SATI SFACT ION CW THE CITY ENGJNJi:li:R AFTER EACH RUN--OFF PRODUCI NG RAINFALL. 5 THE CO NTR ACTOR SHALL INSTALL ADD ITIO NAL EROS ION CONTROL MEASU RES AS MAY RF: REQUIRED BY TllE CITY l~NCIN 1,:1m DlJJT: TO !INCOMPLETI1:D GRADING OPERATIONS OR UNFOgESl~EN CIRCUMSTANCES WH ICH MAY ARISE. c-; THE CO NTRACTOR SHALL BE RESPONSJBLE AND SHALL TAKE NF:Cfi:SSARY PRECAUTIONS TO PREVENT PUBLIC TH l,i'.SPASS ON TO AHr1:As WHJ<:H.E IMPOUNDf,:l l WATERS CRE ATE A 1--IAZA IWOUS CONDITION. ?, /\LL EROSION CONTROL .ME ASUrn :s PROVJD'[<:[) PER THE APPROVED GRADING PLAN SHALL BE INCORPORA'I'fi:D 1-JEREON. S. GRADED ARFAS AROU ND THE PROJECT PB'.RIM ETER MUST DRATN AWAY FROM THF: F'ACE or SLOPF: AT THF: CONC LUSION Of GAC H WOR KIN G DAY <)_ ALL REMOVABLE PROTECTIVE DEVI CES SHOWN SHALi , BE IN PLACE AT TJH: r:ND 01" 1'1:ACH WORK I NG DAY WHUJ THE FIVE (5) DAY RAIN J>HOHARILITY FORECAST l!'.XCF:FDS F'OH TY PE l--?C f':NT (40%). SILT AND OTHE:R DEBRIS SHALL BE rlF:MOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BU R LA P TYPE WITH :l /4 [NC H MINIMUM ACC:REC:RATF. 11. SH OULD C:E:RMJN ATJON OF HYDROSEEDED SLOPES F'AIL TO PfWVIDE EFP'ECTlVF: COVlm ACE C ]) OV CRADED S LOPES (90 % COVERAGE) PRJO I-?. TO NOVEMBF:l? 1(), TllE SLOPES SHALL B E STAH lU 7.F.D BY PUNCH STRAW IN STALLED IN ACC ORDANC E WIT II SF:CTJO N 3C).02:3 OF TH E EROSI01"1 AND .5WD!ME NT CONTROL .HANDBOOK OF THE DEP ARTMENT Of' CONSERVATIO STATE OF CALI FORNIA TEMPORA RY ERC)S ION CONTROL PLANTlNG AND IRRJ GATI ON ALL PERMANENT AND T~:MPORARY ERO SIO N CO NTRO L PLANTING AND IRRLGATION SHALL RF: INSTALLED AND MAINTAINED AS REQ UIRED 1N SECTIO N 2 12 011' 'l'll l•: STAN DARD SPECIFICi\'fl ONS AND THE FOLLO WI NG: A. HYDROSEEDING SllALL BE APPLIED TO: Fl. 1. ALL SLOPES TllA'I' ARE GRADED G: 1 (HORIZONTAL TO VERTICAL) OR STEEP~ll: WHEN 'l'I IEY ARE: a. THREE F EET OR MORF: IN 1mWHT AND ADJACENT TO A PUBLJC W/\LL OR STREET b. ALL SLOPES 4 F'EET OR HORE IN HEIGHT AREAS GRADED FLATTER THAN 6-l WHE N ANY OF THE FOLLOWI NG CO NDITIONS F:XJST: a. NOT SCHEDULE:□ FOR IMPROVf1:MENTS(CONSTRUCTJON OR GENERAL LANDSCAPING) WITHIN 60 Di~YS OP ROU GH C RADJNG. b. IDE NTl~'IED BY 'J'lll1: PARKS ANO ftf,:CREATION DIREC TOR AS HIGHLY VISIBLE TO THE PUELTC c . HAVE ANY SPECIAL CON DIT ION IDENTIFIE D BY THE CITY ENGINEER THAT WARRANTS IM~H:DIATE THl1:A'l'\1SNT. HYDRO SEED ED AREAS SHALL BE JRRIGA'l'f1:D IN ACCORDANCE WITH THE FOLLO WIN G CHI'l'GHIA: 1. ALL St OPF:S TH AT ARE CRADED 6: 1 OH STEF.PRR AND THAT ARF> a. THREE TO EIGHT FEET IN IJE l GH T SHALL BE IRRIGATED BY HAND WATE H!NG FROM QUICK COCPLERS/HOSE l:3 11:JS OH A CONVE NTIONAL SYSTm; OF' LOW pm,:c 1!'1'l'A'l'ION SPRINKLER 1:-11':A DS PROVlD lNC 100% COVl{l{AGE. b. GREATER THAN 8 F'EE'I' l N 1-lF.lCI!T SHALL BE WATERED BY A CONVE NTIOK AL S YSTFM CH ' I.OW IJ l-{ECIPITATION SPl"t!NKl,l':R IH:All~ PlWVIDINC 100% cov11.:h:JJ..cE: 2 . AREAS SLOPED LESS 'I'll AN G: 1 SHALL FH1: !R l-?I GATED AS APPROVED BY Tl IE CTTY ENGTNEER PRJOR TO H YDROS F:F:DJ N C. Tl !E: DF:VF:LOPER SHALi. SUBMIT A PROPOSED SCHEME TO PROVIDE IHltlC ATION TO THE CITY ENGINEER. THE PROPOSAL SHALL DE SPECIFIC REGARDING TIIE NUMBERS.TYPES AND COSTS OF THE ELEME:NTS Or' THE PROPOSFm SYSTEM. 3. IRRIGATIO N SHALL MAINTA lN THE: MOIS'l'llftE: tF:VEL OF THF: SOI L AT THE'. (Jll'I'IMUM LEVEL F'OH 'I'!Jli: GROW TH OF THE llYDROSE.ELJ ED CJWWTH . HYD ROSEEDIN G MIX SHALL CONSlST OF ALL 011' THE FO LLOWING : 1. SEED MIX SH ALL CONSIST OF NO LESS THA N: a. 20 l bs. FER ACRE OF RO~m CLOVER b . 2CJ lb s. l'ER ACHE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORN ICA d 4 l bs. PER ACRE OF' ACHILLEA MU.Lfi:F'OLIA e 3 l bs. PEI~ AC RE OF ALYRSUM (CARPET OF SN OW) f 1/2 l b. fJER 1\CRE OF DIMORPHO LECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMI TTED ON LOCATIO NS WHERE TIIE Af~F:A BEING HYDROSEEDED IS NOT VISIBLE PR O.M EITHER A PUBLIC STREET OR RF.SIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST 81': lNOCUL ATIW WITII A NITROGEN FlXING BACTERIA AND APP [H;D DRY EITHER BY DRILLING OR BROA DC ASTING BEFORE HYDlWSEEDING. ]. ALL SEED MATERIALS SHALL BE TRANSPORTRD ro nm JORSITE IN UNOPE NED CON'l'A JNEHS IVJTH THE CALIJi'OR NIA IH :l'Ah'.Tf.HW'l' 01" Ji'OO D AND AGRICULTURE CERTIFlCATION T/\.G ATTACHED TO. OR PRJNTED ON SAJl) CONTA INE RS. J. NON--PHYTO-TOXIC WETTI NG AGENTS MAY BE ADDED TO THE H YDROSl!:F:D SLURRY AT THE DISCRETION (H' THE CONTRACTOR 2. TYPE 1 MULCH APPLIED AT THF: RATE OF NO LESS THAN ~woo lb~ PER AC HK TYPE 6 MULCII (STRAW} MAY rm SUBSTITUTED, ALL OR PART, FOR HYDRAULJCALLY APF'Lll1:D F'lBER MATERIAL. WHEN STRAW IS USE D IT MUST l:JE: ANCHO RE D TO THE SLOPE BY M~C llANlCALLY PUNCHING NO LESS TH AN 50% OF THE STRAW INTO THE SDlL. 3. FERTJI.IZKR CO NSISTING OF' AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITtl 1~1% SULP HUR APPLIED AT THE RATE OF' 500 l bs. PER ACRE. Af-n ,:As TO BE HYDROSE EDF:!J Sl!ALL BE PREP ARED PRIOR TO HYDROSEEDING BY: J IW UGHENI NG THE SUhYA C~~ TO BE P LANTED BY /\NY OR A COl\fBT NATIO N OF': a. TRACK WALKING SLOPES STEFPl1:1~ T HAN G: 1 h_ l lARROW I NC ARE AS 6: l OH FLATTE R THAT Al-tE SUFFICIENTLY FRIABLE c RIPPIN C AREAS THAT Wl l,L NOT BREA!< UP USING ITEMS a OR b ABO Vl1:. 2. CONDITIONING 'l'HE SO ILS SO THAT IT IS SUITAlll.1:1: FO R PLANTING BY: a. ADJUSTING TH }: SURFACE SOIL ]1..-fO JSTCRE TO PROVTJH: A DAIVIP HUT NOT SATURATED SEED BED. b. THE ADDITION OF SOlJ , AMEN DMENTS. PH ADJ USTMENT, LEACHIN G OR COVE.RING SALIN~ SO ILS TO PROVIDED VI ABLE CO NDl'l'IONS FOH U-1WWTH. 11YDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDJi'. A VIGORO US GROWTH UNTIi. THE PROJE CT IS PERMANENTLY LANDSC.1\P ED QR, F'Ol--1 AHEAS WHERE HYDROSEEDJ NC IS THB.: P ERMANENT LANDSCAPING, UNTI L Tf!E PRO.JECT IS COM 1-'LETED AND ALL BONDS RELE ASE D. EXISTING GROUND 14'M IN. I \ 50MIN. I PUBLIC RIGHT- OF-WAY 8" MIN. ! PLAN PROFILE I\\ PRDVIDE APPROPRIATE. TRANSITION BEnNEEN STABILIZED CONSTRUCTION ENTRANCE AND FUBLIC RIGHT-OF- WAY STAB TT.!7.ED CONSTRlJCTION E"J TRA NC E FLOW FLOW ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE DRAINAGE AREA LESS THAN I ACRE 4 " VERTICAL FACE EMBEDDING DETAIL S Tf1 A\l\f BALE DIKE I . SET POSTS MJD EXCAVATE A 4 BY 4 lt1 (1 0 BY IOCM) TR£NCH· UPSLOFE FROM AND ALONG THE LINE OF POSTS. 2 FT 2, STAPLE WIRJ: FENCING TO THE POSTS. 4. BACKFILL Af~D COMPACT THE EXCAVATED SOIL. FI LTER FABRJC S ILT F'r~N CE EARTHEN RIDGE UNLINF:D SvVA LI\ & FJ F:RM RUNOFF WATER WITH SEDIMENT SE.Dllv1ENT ~~-CONCRETE BLOCK DLO CK-SCREE N -GRA Vf~L SILT BASIN DROP IN LET WITH GRATE COMPACTED SOIL - STAKED r--STRAW BALE. TO PREVENT Pl PING 2XG STRUT(S) RUt~OFF WMER WITH SEDIMENT ,--2XG STRUT(SJ ----~~~·-·-·~~~~~~-' '''\•·,, ,,·,. , ,·'\I \' ,1.·\i ' ,,, I 1• □ 1 ' h · \ . ,, i '□ , '; ·(1 \:1 \ , ,, ,, b ,\ > ··o · \i . ·, r,~,\;:' 11 1,.~ i ',,,h -1~;f ~" 1.1 ,:'\ i / :'i '"· 'I --, -+t --~ STRAW BALES STAKED WITr! lWO STAKES PER BALE CORl'JERS FLOW 2XG 5TRUT(5) REQUIRfD WHEN NOTED ON PLANS LI-,,--~J:ir:'~v-;J· ~ .-·;~; ~ ·.· .. (.,,..,, .. \>V•\V,. ,.,.,,,i·V\'>•·. · ,,~□-.. '□,. i •••• ••□ .·,,_. '1 □· .. 'i ..• '· .. □·,·i 1·· . 'i·.,.·.\□, .·.· . ,·,, ','·',/\;!'!• ! i' ,·i't",,! i J/,: HAY BJ\J.E; S I LT BARRIER 1 3 Ff (0.9 Ml MIN. --~ ... _. __ .....,.... RUNOFF GAF BE1Vv'EEN BAGS THREE LAYERS Of GRAVEL BAGS ACTS A5 SPILLWAY Wi TH ENDS OVERLAPPED GRAVEL BAGS 2 /------ LOG CIIECK DA :tvl POINTS A SHOULD BE t-HGHER THAN FOINT B 11AY BALE CH ECK DAM GIN (15 CM) COARSE AGGREGRATE L=DISTANCE SUCH l H/'.T POINTS A AND BARE OF EQUAL ELEVATION GRAVE L CII ECK DAM LEGEND Db :SCRJPT ION (llJ A\J'l'ITY SY MBO L S'I'ABTT ,!ZED CONSTRUCTION ENTH;\!\JCE STRAW BALE DIKI~ SILT FENCE UNLINED SWALE & BEHM D -75 LlNED SWA LE BLOCK-SCREEN -GR.",VEL SILT Bi\~IN llA Y BA LE Sll,1' RAPR!ER LIMITS OF CLEA l"i.lNG & CHADJNC: GRAVEL RAGS PUNCHE D ST'HA W LOG CHECK DAM HAY 1::!ALE CHJ::CK DAM GRAVYL CHECK DAI.I RIPHAP PC[ ___ _ NSPE CT □ R c ' ( h 'fO V/ V/ V/ V/ axrrnL BU I LT" ~XP ____ _ ]JL 'T 1----1----1------------+---+---+----t-----t I 0 1 2 1 r c1 I C !TY OF CARLSBAD I '0rlf'-'2' I FI\Jl-;INEl:_~-!11,IC CT PI\F: l"i\ffN T ~=='-'==::::::::::::::::::::::::::::::::::::::======='-'===: DA.lE INI IIA_ DA I:. l!\11 TI AI DA:I l~ll'i"IA.L !\[VISION D[SC R!C.,T ION Cl'll--l[F; APPROVAi . I LUKAS RESIDENCE l)WN i<Y-Rr C lll<D B ! _____ , r:;vwD 8 -1 _ 7626 Galleon Way Carlsbad. CA 92009 ~·h'O,J[-C ; :,J.:J_ ?I> o,-oz.. IJf~·/\Wll~C-f,J". 4 39 -2,,4