HomeMy WebLinkAboutDWG 428-2A; PD 05-02; SPADARO RESIDENCE 7058 ALMADEN LANE; 01-04GRADlNG NOTES
(,N AOOITIO'i TO THE R[QUIRE"1ENTS OF CHAPTER 15.1/o OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES .ALL OTHER PLANS PRE 1,10USL t APPRCVEO BY THf CITY
OF CARLSBAD ,REGARDING GRAOl'IG SHON'I ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF" THE
CARLSBAD MUNICIPAL COO[, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHE,R ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAiN TO THIS ,0 ROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS 'M-IEN NON-CONFORMANCE IS DISCOVERED.
3 CITY APPROVAL OF PLANS DOES '/OT REUE'IE THE DEVELJPER OR E.NG/NITR-OF"-
WORK FROM F/ESPCNS/BILiTY FOR THE CCRR[CTICN OF ERRORS AND OMISSIONS
DISCOVERED OVPING CONSTRUCTION ALL PLAN REVISIONS SHALL SE PROMPTLY
SUE!MITTE!J TC Tl-IE CITY [NG/NffR FOR APPROVAL.
4 A R/'.JHT-OF-WA Y PERMIT FROM Tl-IE CITY [NG/NELR WILL BE REQUIRED FOR ANY
WORI( iN THE PUBLIC RIGHT OF" NA(. PRIOR TO PERMIT ISSUANCE, A
CERW°/C.A TE OF INSURANCE MUST BE FILED NAMING TJ--/E CITY OF CARLSBAD AS
AN AD01T/ONAL INSURED ON THE .OE,RM1TTEE.'S POLICY IN THE .MIN!Mt.JM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRE'ICE or LIABIUTY. n-1[ INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A ,PATiNG OF ··4· ANO A SIZE.
CA TFGORY OF CLASS I/ .AS ESTABLISHED BY BESTS KEY .PA TING GUICE.
5 UNLESS EXEMPTED BY SE.CT/ON 301.(b)5 OF T/-IE UNIFORM BUILDING CODE,
RETAIN/NG WALLS OUTSIDE OF PUBUC RIGHT OF WAY ,PEOU/Rt SEPAPA TE
PERMITS FROM THE BUILDING DEPARTMENT.
6, NO WORK SHALL BE COMM[NCEO UNTIL ALL PERMITS ii A VE B[[N OBTA1N[D FROM
THE CITY AND OTHER APPROPf?IATE AGENCIES.
7 APPROVAL OF TH[SE PLANS BY THE CITY [NGINEE.R DOES NOT AUTHORIZE ANY
WORK OR GRADIN'J TO BE PERFORMED UNTIL THE PROPERTY OM/ER'S P[RMISSION
H.AS 8[[N OBTA1N[D AND A VALiD GRADING PERMIT HA$ BEEN ISSUED.
B. NO REVISIONS WILL BE MADE TO T/-IESE PLANS WITHOUT Tl-IE WRITTEN Ai'PROVAL
OF THE. CITY ENGINEE,R, NOTED MTHIN THE ,REVISION BLOCK, ON THE
APPROP.RIA TE SHEET '.)F TH[ PLANS ANO THE. TITLE SHEET
9. ORIGINAL 0.RA MNGS SHALL BECOME THE PROPERTY OF THE C/TY UPON BE1NG
SIGNED BY THE CITY ENGIN[E.R
10. THE ORIGINAL DRAWING S/-/ALL 9[ REVISED TO R[FLECT AS-BUILT CONDITIONS
BY TH[ E'IGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE. WORK BY THE.
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VE.H/CLES S/-/ALL BE MAiNTA/NE.D TO
:H[ PRO.JECT SITE AT ALL TIMES DUR1NG CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A} SUMMARY S/·IE[T, (B) LABORA TORt WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH[ STA TE OF
CAL!FQRN/A, P,Rl'ICIPALL t DOING BUSINESS 1N 11-/£ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE S/JBMITT[D TC> THE CITY E.NGINE.E.RING
INSPECTOR WITHiN T'WO WORl(ING DAYS OF TJ--/E COMPLETION OF FIELD TESTS.
; 3 A SOILS COMPACTION REPORT AND COMPLIANCE VE.R/FICA TION REGARDING
ADHER[NCE TO RECOMMEND A TICNS OUTLINED IN THE SC/LS ,9EPORT 15 REQUIRED
PRICR TO T/-1[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTTON OF A PROFESSIONAL ENGINEER OF THE
STA TE. OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLi[C
SOILS MECHANICS. ALL FILL OR FUTU.RE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND TTIE
" E.ARfciWORK SPECIFICATIONS " ATTACHED TO THE PRE.UM/NARY SOILS
/NvESTIGA TION. CAIL Y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO Tl-IE
PROJECT INSPECTOR.
14. A PRECCNSTRuCTION MITT/NG $HAIL BF HEID AT THF S!TF PRIOR TO THF
A[<~INNING Of WORK AND SHAii RF 4TTF'IDm BY Alf RFP~FSFNTATIVFS
R[SPCNSiBLE POR CONSTRUCT/ON, INSP[CTICN, SUPERVISION, TEST!NG AND ALL
01HFR ASPECTS OF THE WORK Tl-IE CONTRACTOR S/-/ALL SCHEDULE THE ME[TING
TH.ROUGH THE PERMIT CLERI( (1.,()• "1J1. • °l150 ) AT LEAST F/VE(5) WORKiNG
DAYS PR/OR TO STARTING CONSTRUCT!Orv. APPROVED DRAW/.NGS MUST BE
A '✓AILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT ML/.. BE PROVIDED BY
THE PROJECT INSPECTOR AT TJ·IE MEE.TING.
15. ALL INSPFCTION RFOUPSTS OTHER THAN FOR PRECONSTRuCT/ON MEETING WILL BE
MACE BY CAI /ING THF ENGINITRl"IG 24 !-101/R INSP[CTION RFOIIFST /INF ,J T
/71,!)) 4J8-J891. /NSP[CT/ON REQUEST MUST BE ,9ECE/VED PRIOR TO 2. 00 P.M.
ON TH[ DAY BEFORE T/-IE INSPECTION IS NEEDED. INSP[CTIONS WILL BE MADE
TJ--/E NEXT WORK DAY UNLESS YOU .REQUEST OTHERWISE 'i'[QUESTS MADE AFTER
2: 00 PM WILL BE SCHEDULED FCR TWO FULL 'WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH Tl-if DEVELOPER ANO/OR CONTRACTJR
SHALL DESIGN, CONSTRUCT AND MAINTA1N ALL SAFETY DEViCES. INCLUDING
SHORING, AND SHALL BE SOLELY F/[SPONSIBL[ FOR CONFORMING TO ALL LDC.AL,
STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULATIONS.
17 THE CONTRACTOR SHALL CONFORM TO LABOR COD[ SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGE.'!Ct SHOWING
fr-IE DESIGN OF SHORING, BRACING SLOPING OR OT/-IER PROVIS/CNS TO BE MADE
OF WORKER PROTECTION FROM fr-IE HAZARD OF CAVING GROUND DURING THE
EXCA '✓A TION OF" SUCH TRE.NCH OR TRENCHES OR DURING T/--1[ PIPE INST ALLA T/ON
frlfR[/N. T/--1/S ?LAN MUST BE P'l[PARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPT/./ AND APPROVED BY fr-IE CITY E:NGl'IEE.,R AND/OR CONCERNED
AC,ENCY PRIOR TO EXCAVATION I[ TT-If PIAN VARIF5 [ROM THF SHORING 5YSTFM
STANDARDS FSTABLISHED BY THE. CONSTRUCTION SAF[TY ORDE,RS TITLE 8
CALIFORNIA ADMl/i/STRA T/'I[ CODE :HE PLAN Sl1ALL BE PREPARED BY A
RFGISTERED ENGINEER. AT TH[ CONTRACTORS [XPENSE. A COPY OF THE OSHA
EXCAVATION °[RMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA 1/A TlON
18. NO BLASTING SHALL BE PERFORMED UNTIL A '✓AUD BLASTING PERMIT HA$ BEEN
OBTAINED FROM THE. CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PE.'IMIT WELL IN ADVANCE OF T/-IE SCH£DuUNG OF BLAST/NG OPE.PA TIONS.
'.9. 1F ANY ARCHAEOLOGICAL ,RE.SOURCES ARE DISCOVERED MI'rl/N ANt WORK AR£A
[,UR/NG CONSTRUCTION, OP[RA nONS WILL c[AS[ /MMEDIA TEL y AND THE
PERMITTEE. WILL NOTIFY THE CITY [NGINEE.R. OPERA TlONS WILL NOT RESTART
U'ITlL Tl-IE PERMIT;[[ c!AS R[CE/vED WRITTEN AUT/-IORITY FROM THE. C/TY
ENGiNEE,9 TO DO SC.
20. ALL OPERATIONS CONDUCTED ON Tl-IE SIT£ OR ADJACE,'IT THERETO, INCLUDING
WARM/'!& UP, REPAIR, AF/RIVA/... DEPARTURE OR OPERA T!ON OF" TRUCKS,
EARTHMOVING [Ou/PM[NT, CONSTRUCT/ON fQUIPM[NT AND ANY QTrlER ASSOC/A TfO
GRADING EQUIPMENT SHALi.. BE LIM/IED TO Tl-IE PERIOD B[T'WEEN 7: 00 A.M. AND
SUNS[T EACH DAY, MONCAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WELKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS 1S AVAILABLE AT THE [NG/NEERING D£PARTM[NT COUNTER)
21 Ai..L OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR iO 77-lf
C!Tf FNGINE[R PQR APPROvAL TWO FULL WORKll1G DA '(5 PRIOR TQ BEG/N.'1/NG OF
WORK.
22 IMPORT MA TE.RIAL SHALL BE OBTAINED f'ROM, ANO WASTE MA TERI AL SHALL BE
DEPOSITED AT, A S1TE APPROVED BY :HE CITY ENGINEER THE CONTRACTOR
SHALL BE RESPONSIBLE FCR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADcACENT STREFTS AS A R[SUL T OF :HE GRADING OPERA noN.
2J. BRUSH SHALL BE REMOVED ONLY WITHIN Tl-IE AF/EA TO BE GRADED. NO TREES AR[
TO BE FIEMO'IED UNLESS SPECIF/CALL t NC TEO ON THE PLAN.
24. ALL AREAS SHALL BE. GRADED TO DRAIN. GRADING RESULTING IN THE PON01NG OF
WATER 15 NOT P[RMIITED. ALL EARTHEN SWALE.$ AND DITCHES SHALL HAVE A
MINIMUM CNE PERCENT SLOP[
25. THESE PLANS AR[ SUBJECT TO 4· S/GN[C AND APP,RO'✓ED SET OF EROSION
CONTROL PLANS E.'105/0N CONTROL SHALL BE. AS SHOWN AND AS APPROVED BY
THE C/TY ENG/1/f[R OR AS DIRECTED BY THE PROJECT INSP[CTOR
26. ALL SLOPES SHALL 8E T.'IIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURF AC[ ANO CROSS SECTION. TH£ SITE SHALL BE LEFT 'N A NEAT AND
OROERL y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE R[MOVED
A"ID DISPOSED OF AT A S1TE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HVOROSE[DED
WITHIN TEN (70) DA ts OF THE T:ME WHEN EACH SLOPE 1$ BROUGHT TQ GRAD[
AS SHOWN ON r,1f APPRJVED GRADING PLANS.
28. LANDSCAPING S/1ALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS PEQUl,'IEO
BY ;H[ CITY OF CARLSBAD LANDSCAPE. MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO.____ AND/OR AS DIRECTED Bt THE CITY
ENGINE.ER OR PLANNll1G C/RECTOR.
29. TH£ OWNE.R/APPUCANT SHALL INSURE: THAT ALL CONTRACTORS SHALL COORO/NA TE
THE NORK OF THE.SE. GRADING PLANS iVITH THAT SHCWN ON BOTH Tl-IE LANDSCAPE
AND IRRIGA T/ON PLANS ANO THE IMPROVEMENT PLANS AS .'IEQUIREO FOR THIS
WCRK 1N ACCORDANCE WITH THE LANDSCAPE MANUAL TIM[ REOUIF/EM[,'ITS.
3c. STORM DRAIN PIPE SHALL BE ,REi,'IF'.)RCEO CONCR[TE PIPE WliH A MIN/1,/UM
0-LOAD OF 1,J50. FDR PRIVATE STORM ORA/11 PIPES, uP TO 15" PVC .'4AY BE
UTILIZED PROVIDED DEPT/-! IS LESS Tl-IN! 15 FEE:T ANO BACKF/cLED Wf,,i 3/4"
POCK PER SORSO 5-4 T'i'Pf "C" ANO i'!PE M[ETS AS:M STANDARD 3034 FOR
SOR 35 SOLID WALL P/PE.
31 WHE,FI[ AN EXISTING P1Pf LINE 15 TO BE ABANDONED AS A RE.SULT OF THE
GRAD1NG OPERA T/ON, IT SHALL B[ REMO'IED MT!-J!N TWENTY FEE.T or BUILD/'IG
OR STREET AREAS AND REPLACED WITH .OPOPERL Y COMPACTED SOILS. IN CTHER
AREAS THE PIPE WILL Bf PLUGG[D WlrH CONCRETE OR REMOVEE AS APPR0 11ED BY
TH[ Cl TY ENGINEER.
J2. TH[ CONTRACTOR SHALL 'IER!F'( THE LOCATION OF ALL EXISTING PACILiTI[S
( ABOVE GROUND AND UNDER GRQ(JNO ) WITHIN Tl-if ?.ROJE.CT SITE SuFF/CIENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION er TJ--1[ GRACING PLANS !F IT IS
FOUND friAT Tl-if AC'uAL LOCATIONS AR[ IN CONFLiCT WITH Tl-!E PROPOS[O
WOR 1<
33. THE CONTRACTOR SHALL '!OT/FY AFFECTED UTILiTY COMPAN/[S (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PR/CR TO STARTING GRADING NEAR TH[IR
PACIL,T/ES AND SHALL COORDll1ATE Tl-if WORK WJJ;-J A COMPANY R[PR[S[NTATIV[
UND[RGROUNO SERVICE ALE.RT 1-800-422-4733
SDG&E l'lOO -~b0-7343
S l!,C. ?,(JO -11,z· ~\i3
/1,~Lf't\lA CABLEVISION 1c.o-<I Y~-71~ I
CITY OF CARLSBAD(STFl[ETS & STORM DRAIN; (7!,0)434-2980
"CITY OF CARLSBAD(SEWER, WA T[R & R[CLAIME.D WATER) 7'-0, 43~ • Z1ZZ.
'SAN OIEGUITO WATER DISTRICT 11,C· 1,,,3. Zt60
'tEUCADIA WAS,e:WATER DISTRICT (71,,0,753-0155
"VALLE.C/TOS WATER DISTRICT (Jlo0)744-0460
'OLIVENHAIN WATER DISTRICT (1b/J)753-6466
'BUENA SAN/TA TION DIS,'RICT 1M 1U,· 1340
'AS APPROPRIA T[
J4. P[RMIT COMPL!ANC[ REQU1RE.MENTS·
A. FOR CONTROLLED GRADING -rHE APPUCAr'iT H/R[S A C!VIL ENGINEER,
SOILS ENG/N[[R, AND/OR GEOLOGIST TO GIVE TECHNICAL ADV/Cf,
OBSERVE AND CONTROL TH[ WORK IN PROGRESS {11.06.170(8)/
CARLSBAD MUNICIPAL CODE.
B PRIOR TO FINAL APPROVAL OF" A GRADING PERMIT -THE POLLOWING
RE.PORTS MUST BE SUBMITTED TO TJ--1£ CITY [NG/NEER VIA Tl-IE
PROJECT INSPE.CTOR {11.06.190(8)/ CA,RLSBAO MUNICIPAL CODE.·
(1) FINAL REPORT BY SUPERVISiNG GRAD/~1G ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANT!NG
AND IRF/IGA PON ARE !'!STALLED IN CONFORMANCE 'MfH C1TY
CODE. AND THE APPROVED PLANS ! OBTAIN SAMPLE OF CCMPL1ANCE
LETTER FROM CIT( [NG/NEERING DEPARTMENT).
(2) AS-BUILT GRACING PLAN.
( 3) REPORT F,ROM Tri[ SOILS ENGll1E.ER, W/-l!CH 1NCLu0[5
,R[COMME.'IDED SOIL BEARING CAPAC/Tl[S, A STATEMENT AS TO
THE EXPANS/'✓E ,]UAL/TY OF THE SOIL, A,'10 SUMMARIES OF
Fl[LO ANO LABORATORY TESTS. THE F/[PCRi SHALL ALSO
!NCL~DE A STATEMENT BY 'riE SOILS E.NG1Nf.ER THAT THE
GRADING WAS DONE IN ACCORDANC[ WITH THE REOU1REM[NTS AND
R[COMMENOA TIONS CUTL!NED IN TJ--1[ PRELIMINARY SC/LS REPORT
ANO ANY SUPPLEMENTS THERETO.
(4) R[P'.)RT W1rH AS-BUILT GEOLOGIC PLAN, /F REQUi.RED BY TH[
CJ!Y.
J5 UNLESS A GRACING PE.RMIT FCii THI$ PW)J[CT iS ISSUED W/;H1N CNE (/)
YEAR AFTER THE CITY ENGINEER'S APPRCVAL, THES[ PLANS MA t BE R[QijlPED
TO BE RES/JBMITT[D FOR .OLANCHfCI(. PLANCHECK FEE.$ 'MLL BE RE.OUIR[i) FOR
ANY SUCH RECH[CK Pl!.EL\11\INAR'i GE.OTEC\-\N\Cb,i. IH~esr1c;.l's1loN
36. THE SOILS REPORT T/TLE.D ?Osei ALtl\11.0EN L/,N'c :JOl!,1', (fl-in~-P ,
PREPARED BY '<INS!!~ 1-1\ll,l:lU;:l°ON E:.N<;,IN'il.ER.ING, INC.. DATED
-----~s=o~"'"'e'--"~'-"°!,' i,00'\. SHALL BE CONSIDERE:D AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE ;,~ ACCORDANCE WlrH THE
RECOMM[NOA TlONS AND SPECWICA T/CNS CO'ITAINED IN SAIC SC/LS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 11-/A i I AM fr/£ ENGINEER OF WORK FOR THIS PF/OJ[CT, T'-iA T ,
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE OfSIGN OF THE PROJECT AS DEP/NED
IN SECTION 6703 OF Tl-IE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT /IIT/--1 CURRENT STANDARDS.
1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS
CITY OF CARLSBAD DO£$ NOT RELIE'IE ME, AS [NG/NEER OF WORK,
,PESPONSIB/LITI[S FOR PROJECT DESIGN
FIRM: T~E. SE.II ?..RIG\li CO\Jll'~N'/
ADDRESS: 412.2 SE./>\ 1!.R\Gi~1 '?Lt,,CE.
CITY, STA TE: CAR.L'51!>AP. C /\ ~200~
TELE.PHONE '7(,,0-120-OC,"J\3,
BY. R,c11.E.'i!.j 0. oi\)\I.UI' 7\~0, S-"kp..OAT[ 1\201105
(NAM[ OF [NGIN[[,P)
R.CE. NO.. t e:,302,
REGISTRA TICN E.XPIRA TION OA TE: ~1~\~~~\ \LD~l.~-----
SOlLS ENGINEER'S CERTU-ICATE
BY TH[
OF MY
I, S. MJ.Ji 5. St,.1,,·.d A REGIS TE.PED Ci\/lL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
1N THE FIELD OF APPLIED SJ/LS MECHANICS, HE,"IEBY CfRTIFY ,HAT A
SAMPLING AND ST'JCY OF T/./E SOIL CONDITIONS PREVALENT W/ThlN THIS
SITE WAS MADE BY ME OF/ UNDER MY CIR[CT/ON BETWEEN THE OATES OF
/Vld.f 2 ,,-,. . ~ AND Jur,e 2 3 Q-4,. TWO
COPIES OF THE SOILS REPORT COMPILED FROM TH/S STUDY, WITH MY
."IECOMMENDA TIONS, HAS BEEN SUBW!TE-0.._ TO THE OF",CE OF Th[ Ci TY
ENGINEER , / ) r-=~---~ -
SIGNE~~~~=:----R:-:_,,;
1 S\ PiLhd i s. 5 h~ c-io}-\
PE l)fJ..cJ 4blJ4
DATE: -4/4/cG .
LICENSE EXP/RATION OA TE:
OWNER"S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTE,'IED SOILS ENGINEER OR
GEOLOGIST HAS B[EN OR WILL BE RETA1 1,EO TC SUP[RV!SE OVE.R-ALL
GRADING ACTI\//Tt AND ADVISE ON THE COMPACT/ON AND STABILITY OF
TH/$ SITE. C
-~~~---~ "1/1-,/05
< __ tlA~HJ 'Sf'ADAl(O OA:E
VICINITY
CITY OF OCEANSIDE
HlGHWA'Y 'la
'
MAP
NOT rn
SCALE
'-\ CITY OF ENCINITAS ,,_n___J
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHON'I ON T/-lfSE PLANS WAS GENERAff/J RY l'IELO
,O~b METHODS FROM !NF'.IRMPcTION GA THEREC ON :rUNE. ,
1-9 2.00~ BY g.\\/1 INC.· E.l,\G,! '!.\J~\J6'!11K,
TOPOGRAPHY S,~OWN HERE.ON CCNFCRMS TO NATIONAL MA,0
ACCURACY STANDARCS.
PROJECT LOCATION
THIS PROJECT IS LOCA TEE Mfc!IN ASSESSORS FARCEL NUMBE.R(S)
2.1'5· 220-?,?,
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJ[CT !S N __________ f ___________ _
EARTHWORK QUANTITIES
CUT.· 66 Ct
FILL.· ____ .,_6 __ cy
IMPORT------Ct
EXPORT: _____ CY
REMEDIAL. ?.35 CY
WORK TO BE DONE
• Th[ GRAD1NG WORK S.'!ALL CONSIST OF Tl-IE CONSTR!.!CT:ON OF ALL CUTS ANO rlLLS,
REMEDIAL GPAC/,'IG, DRAINAGE FAC/L!T/ES, £RCS/ON CONTROL PAC/L!Tl[S, ANC
PLANTING OP PEPMAN[NT cANOSCAPING ANO PREPARATION OF AS-BU!L T 'JRAOll1G FLANS,
AS-BUILT GEC!LOG/C MAPS AND REPORTS, ALL AS SHOWN OR REOUiR[D ON THIS SET
OF i'LA/vS A'ID rcif CITY STANDARDS, SPECIFICATIONS, ,PE~UIREM[NTS, PESOLJT/'.)'JS
ANO ORDINANCES CITED CN TH[SE PcANS.
THE GRADIN~ WORK SHALL BE PERFORMED IN ACCORDANC[ WITH TH[ FOL,OWING
DOCUMENTS, CURRENT AT THE TiME OF CCNSTRUCTrQN, AS QIRECTEJ BY rrlE CITY
[,,',GlNEER
/. CARLSBAD MUNICIPAL CODE
2. CiTY OF :ARLSBAO STANDARDS
J. THIS SET CF PLA,VS
4. RESOLUTION NO. N/t\
5. THE STANDARD SPECIF/CATIONS FOR PUBUC WOR"-S CONSTPUCTTON (GPEEN
BOOK)
6. SOILS P[PORT AND .RECOMMENDATION$ BY \/1"1:H,-<\ M 1.DDU;.:JDN Sb,I_G, . INC.
?RoLJQ'\·2124-)? DATED -1UN\;'. l°?>1 2.()0<-\
7. T/--1[ SAN DIEGO R[GIONAL STA'vDAF/0 DRAWINGS ANO AS MAY BE MOO/F:[o B•(
THE CITY OF CARLSBAD STANOARCS
3. CALIFORNIA COA /STAL CCMM,SS!ON DEVELOPMENT i'ERMIT CONOl)]ONS
DAffD '" A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED --''"-''i-cl A_,_ ____ _
LEGEND
DESCRIPTlON DWG.NO. SYMBOL QUA.:-JTlTY
D~I\/EWA'i Qi,.PflS5SlbN ;\ RAMP
\>G.R,, l'-ORl•;TE\) l'i'-1:: NC1" DR.Al N
,s Jj
4" f'I/C:. DRAIN PIPt:. ·(3",oc,), Sc-1140 01t 'SD~..IS
12" X )2 '' DR.AIN \3.D':1,-~ t.tlS o~ E.Q•JA'--
f3" (4'1
0
\('().Q
I ~A
I', 0 L. \:-
z<,,e, L,t=
4 e:A.
S\>o, i,.~S\/Ai' \01\l
Ei:'f'.,\S1 \t'\G. C{)N,C,Ult.
N8._.J C.()N 101J R.
OWNE."R:
A?N:
P~NING DEPARTMENT APPROVAL
2::Z:u DATE: If /&f)o (SIGNED)
DO I< r,iE.l) -~ss,014,11 PUNNING DIRECTOR
...--~~~ ,.<}:~A1' 7 i,J£',j0')
(SIGNED) · C-_ /'
RECOMMENDED BY: ~ ~fa vs jL, (PR NA!IE)
. -
-(.140)-
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r\LMADeN. 11,u1LDJNG1~\l-s1,
1
DARIN '$°?ADA"R.O 1 R.U:;."i~ UiD 5]1<412004
\,S. \)E-\11::.l.0f'MB-NT, INC,
Aii: OAJ~IN SPADA°RO
p.o. ~oy: 0345
RANC~O -SAN,~ \'E:., CA._ "J20b7
'ir-\E. SE.A ~R IG~i CO\'\l'AN',
1322 SE.A 'i1>RIG\-11 ?LAC~
CAR\.. '51!,AO I C A ')2, 008
?I\ 1~~~ '7b0-'7ZO-Oo~e,
'¢'i. I? ~j•J)' ',) ~;-:1JVJ..1u--
,, V
fl-O l!>f.. R. 1' Cl. ':,ll I< IJ '? R c I".. '2. '6 302..
\J I 1',J:J 6-; t-1\ \ ll\J\..E. T 01--l E.t,IGI NEE. R\ 1-1 C,, I NC
2.'150 \/iNE-'/ARP A\J8. -SIJiiE: 102.
e.sc◊NDIOO, C.A, "!'202.")
'100-14~-IZl4
'2.I S-2.2.D-~3
l-C>1 ~ oi:: LA. c:osrA \JAU.e:y u1-111 ~o-"1,
CIT'/ OFC/lii:'.L'S°EAD, MA?~ 5161,
R'='CCRDEO SE.l'TE.tJ\&11. \4, 1q1,l,
B, 1-\ A E. N c. I N [:, e. Q. : \,,\ c;
51 \? ,\\li,;,N1DA GNC..IN/\$ -$1.'. "-
C/I.R,:5BAtJ, cA 02.00'6
'lioO--031•'6~00
11 AS BUIL T 11
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RCE 26302. EXP. 3/Ji/08 DATE
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BENCH :M.ARK
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DE.SCRIPT/ON: ~Ti<,€£1 weu.. tl\01\. w\1!.~>.ss D\SC: '!>11\>l\l"cl:> I $. 31~~
LOCATION: CE-1,)'\°s,I!, ol' Cl.II-0~ S/1,C e IJ. St-ID 01' \/JP, C~1!.Al-\i',
l---+---+------------,1------+---+---4---ll SH,EET I CITY OF CARLSBAD I SH4EETS I 1 ENGINEERING DEPARTMENT ::=='...:::::=========;:=:::::....':::==~ GRADING AND SRO5\0N CONi Ro\.. ?L.AN S F'OR
RECORDED.-=~=----------~~=--ELE'✓A T'ON. I ~3,0'}~ DA TuM.· ~G.\JO 2."J
CARLSBAD MUNICIPAL WATER DISTRICT
r Jl., ; ~\)\,-.J~\. ;J;-:.i1'\(A ,;-[1c \e$'
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D~'i CITY SNG\N!,,,1"~-RC!o l~l..':IS e.x'i' 3\1,0\o<,.
/1\
DATE INITIAL
ENGINEER OF WORK REV1SION DESCRIPTION
DATE INITIAL DATE INITIAL
OTI-iER APPRCVAL CITY APPROVAL
5 ?AOARO Re-'51 OG.NCt;,
105-0 ,\\..t"'A l)e.t-l LAN l:S
CITY E~GINEER PE-2.,e?ff°EXPIRES 12\31\0$
DWN BY:
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RVWD BY: XllV
PROJECT NO
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DESCRIPTION: ~TR£E:1' '1-lel~ t,,\01,\. w\1?,,Z.f\S'S ll\SC. %,P,,t,\peO L--'5, ~l'l>"J
LOCATION: C.E.N"TeR ol' cut.. Oe'-SA,C. Ii> N. £N1) 01' VIA CA \!ANA,
RECORDED: -~~=-----------c-c==-=---E:LEVATTON: le3."''?!'S DATUM.· NC.VD 2-'?
10 20 30
SCALE: 7" = 10'
11 --~4"PcRFORA1ED SC~ 40 oR
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062105
UTILITY DISTRICT APPROVAL(S) CITY OF CARLSBAD FIRE DEPARTMENT "AS BU LT"
REQUIREMENTS ~~~~;t '(]' ~-Ii l.,, -> NO. Of F.H.(S)_I_F,FLOW 15o0 G.P.M. OUT OF_i_F.H.(S). 1012310"
BLDG. SPRINKLED @NO ... F.FLOW 1500 G.P.M. ' EXP. 3131
I '
P.E. Z fi.302. 09' DATE CARLSBAD MUNICIPAL WATER DISTRICT
RE?D B/l. C/4 . FIRE MARSHAL DATE =3/z~/c2 1 WILLIAM E. PLUMMER DATE .::,~.J.........,_
DISTRICT ENGINEER R.C.E. 28176 ~SPECTOR •] oi lE
I S~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARThlENT
\ Gf.AD ihlG Ahl l) e..R o 1:,\0N CON1 Rol.. ?L.Ai'<S fOR
5?AIJARO Re; '5 I O 8 N CEo
1 ◊r,~ AL t-11 I>. QE-t-l '--1>.N Ei:
A~~1l.~~ 0 ~-1>.ll\>1?.S "'1,.1 ~.r ,!1, I".,... Ip l'\ ~ '1 .. r.11'1' ENGINEER "E -u.c:,,1,<\' EXPIRES 1z,l3110"> DATE
/l\ OWN BY:
I
PROJECT NO. I DR;v.rn~ NO. DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY: Pb05-02. ENGINEER OF WORK REVISION DESCRIPTION 011,ER .IJ'PROVAL CITY APPROVAL RVWD BY: 1<,,.__, _ A,..5-2A
CMWD
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT D/>JIJ._. SPJ>,,l)f,.'i,_C AT
(PHONE NUMBER) SG8 -331:.-5000
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING TT-IE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTA TE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF TT-I£ ENGINEERING INSPECTOR.
4. TT-IE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO Tf-1£ SA Tl SF ACTION OF TT-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TT-IE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. TT-IE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FDRECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTf-lER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NA TJON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOP£$ SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
8.
C.
o.
£.
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES Tf-/AT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A 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 JMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAY$ OF ROUGH GRADING.
b. IDENTIFIED BY TT-IE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
TT-IA T WARRANTS IMMEDIATE TREA 7MENT.
HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH Tf-1£ FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TT-IE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDJNG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. 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. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE Tf-1£ AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE JNOCULA TED W/JH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO TT-IE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND A GR/CUL TTJRE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CON TA/NERS.
j. NON-PHYTO-TOXJC WETTING AGENTS MAY BE ADDED TO Tf-1£ HYDROSEED
SLURRY AT THE DISCRETION OF TT-I£ CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITTJTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£
ANCHORED TO THE SLOPE BY ME CHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO 8£ HYDROSEEDED SHALL 8E PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING ARE.AS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISJVRE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUS7MENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDJNG IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
PUBLIC RIGHT-
OF-WAY
50'MIN.
a• MIN.
PROF/LI:
EXISTING GROUND
I
14'MIN.
T PLAN
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWfEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WA Y
STABILIZED CONSTRUCTION ENTRANCE
FLOW ----
4• VERTICAL FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARO
PREVIOUSLY LAID BALE ----o.
FLOW ----1--► ·• ;,'i" l'•~-
., ., .,:!i•J: ·,r.
WIRE OR NYLON
BOUND BALE$
PLACED ON THE
CONTOUR
2 RE-BARS.STEEL PICKETS.OR
2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING OETAIL
., DRAINAGE ARE.A LE.SS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
E.XCAVA TED SOIL.
SILT FENCE
9 IN. l:ARTHl:N RIDGE
FILL SLOPE
2 FT
UNLINED SWALE & BERM
OVERFL~
WIRE SCREEN
FILTERED WATER
GRAVEL FILTER
.... ' .. ' . . . ' . ' .. " . ' .. '" .. . . .. . . . . ' .... ·-,., .. . I ..
RUNOFF
WATER WITH
SEDIMENT -:: ~ 11
SEDIMENT
DROP INLET
WITH GRATE
~--coNCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
STRAW BALES
STAKEO WITH TWO
STAKES PER BAL£
COMPACTED SOIL
TO PREVENT PIPING
RUNOFF WATER
WITH SEDIMENT
END AND SIDE
OVERLAP AT
CORNERS
2X6 STRUT(S)
REQUIRED WHEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRA \IEL BAGS OVERLAP
ONTO CURB
STAKED
STRAW BALE
2X6 STRUT(S)
FILTERED
WATER
3 FT (0.9 M) MIN.
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
0
0
4" -6" LOGS
C
0
0
0
LOG CHECK DAM
A
POINTS A SHOUW BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
I ,-
24 IN (61 CM)
(A)
j
COARSE AGGREGRATE"'
~f FLow--:-24 IN (61 CM)
o I
(B)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
LEGEND
DESCRIPTION
STAB!LlZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNIJNED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
QUANTITY SYMBOL
-----
oo
==
VI VI VI VI
♦ cx:xx:xx::x:x:x
-►►l--1 .... I
-••---~•-
II AS BUILT"
DATE
l---+-----11-------------+---+---+---+---l J S~ET J CITY OF CARLSBAD J SH4EETS J :> ENGINEERING DEPARTMENT :=='....':::::========::::'....':::===:
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GAAtlll-\G AND E.~Cl~ IDt-1 C.Ot-li~OL \'L.1'1-l'S
':>-PAPARO l<.E '51 OE.\-le,e'.
106'0 AL.t-~ADE.N LN,le:
APPROV D LCf;i~ -e,. l~U I!,~
JV\ W~O-"I 9 ,o of
ENGINEER PE ~ EXP.ltl5l CS'
PROJECT NO. DRAWING NO.
PD os-02. 42.8-ZA
062105
(.,.)
2.
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/ I ' I I I
RECORDED:
ELEVATION:
'PAD:>1< 150. CJ
. T APPROVAL(S) UTILITY DISTRIC .
i
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•'
E..i(.ISi.
-I' f\OOS\:. -
,
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5 0 ~
. LSBAD FIRE DEPARTMENT
10
' SCALE: 1"
20 , • 30
1
10'
"AS BUILT " CITY OF CAR F.H.(S).
REQUIREMENTS . G.P.M. OUT OF_. (
S) F~ G~ /2 NO. OF f'.H. -./INO ••• F.FLOW~ . ' ~,,,., --. -BLOG.
• DA• ~~~ w . ,,,. DISTRICT '""-.,.., s BAD
CARL
SBAD MUNICIPAL WA FlRE MAR . OF CARL
CITEYNGINEERING DEPARTMENT ""S ... ~ ii:i~K~=~~~;'.._~O:A~TE~-==~===~=i==E==t===1 iRC>L pi_,.,.., r, iiw,. • "'"'"' •« "'" Ro<\00 c°"
:ls,,., "''"°' ..,_DING AAO ,c Se SI OE< 0,
_lllfil IO{,
DATE
\.
DA 1E INITIAL
ENGINEER OF WORK REV;SION DESCRIPTION
DA 1E INITIAL
O~ER APPROVAL
'S?AOARC MAQE-t-1 1-P.N!E: '!OS~ AL
>'I 1!,. 1~uwi;s "1/lo/l'l.r ~4£,)~s-
CMWD
062105