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;
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M-l-811{!:L ,!, liOLZMILJ,Llt PLANNl'.'W nurncroR
"AS BU ILT"
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EXPORT: CY
REM ,:D I AL CY
INSPE CTOR l)HTT
1---+----l-----------------,1---ir----t-----t----1 I ;111TT I :==:'...==============:
CITY OF CARLSBAD
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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
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