HomeMy WebLinkAboutDWG 439-8; MS 04-10; JENNINGS RESIDENCE; 01-0211 •••
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHE:R PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON 11-1/S SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORnON OF n-lE
CARLSfJAO MUNICIPAL CODE, RESOLUnON OF coNomONAL APPROVAL, CITY
STANDARDS OR OTHER ADO/nONAL DOCUMENTS USTEO NEREON AS n-lEY •MAY
PE:RTAIN TO mis PROJ!CT. THE ENO/NEER IN Rf:SPONSIBLE CNARGI: $NALL
REVISE .THESE PLANS WNEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOE$ NOT RELIEVE THE DEVELOPER OR ENG/NEER-
Oi"-WORK FROM RESPONS!tl/L/TY FOR THE CORRECnON OF ERRORS AND
OMISSIONS 01$COVEREO DURING CONSTRUCnON. ALL PLAN REVISIONS SNALL
8£ PROMP7l Y SUBMITTED TD JHE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT Of WAY. PRIOR TO PERMIT ISSVANCE, A
CERT/FICA TE OF IN$1JRANC£ MUST BE FILED NAMING n,E CITY OF CARLSBAD AS
AN ADDlnONAL INSURED ON n-1£ PE:RMJTTEE'S POLICY IN 111£ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCF: OF LIABILITY. E INSURANC
C~A~Y l_ll?f!i JHJ p~y MJ/M,._ H RATIN OF O CAJ)f.Y ==$S VAS C3/3USf/WBY 1J. . k Y RA N G !DE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
1Hf CITY AND 01H£R APPROPRIA 1£ AGENCIES.
6. REVISION OF THESE PLANS MAY 8£ R£QUIREO IF 1HE PROPOSED
IMPROVEMENIS AR! NOT CONSIRUCTED PRIOR TO THE 0£AOLINE DA TE OF n-lE
IMPROVEMENT AGREEMENT.
7. NO R[VIS/ONS WILL BE MAOf TO 1HES£ PLANS Wl1HOUT 1HE WRITTEN APPROVAL
OF THE CITY ENGINE[R, NOTED WITHIN TNE i<EVIS/ON BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS AND nllE SN£ET.
8. ORIGINAL DRAWINGS SHALL BECOME n1E PROPERTY OF 1HE CITY UPON 8£/NG
SIGN[O BY 1HE CITY ENGINEER.
9. n-1£ ORIGINAL° ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY 1Hf [NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE OORK BY n-lE
. CITY.
10. ACCESS FOR FIRE AND OTH[R EMERGENCY VE/1/CLES SHALL BE MAINTAINED TO lHE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCnON.
11, WNERE TRENCH[S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACnON
CUR\IES. SHALL BE SUBM(TTED BY A PROFESSIONAL £NG/NEER OF TH£ STA TE OF
CALIFORNIA, PR/NC/PALLY OOING 0USINESS IN THE FIELD .. OF APPLIED SOILS
M£CIJANICS. THE SOILS R£PORT WILL BE SUBMITTED TO n-lE CITY ENGINEERING
INSP£CTOR WITHIN TWO WORKING OA/'5 OF COMPLEnON OF FIELD TESTS. 1HE
WRITTEN Fl[LD COMPAcnoN REPORT($) SHALL Bl: IMMEDIA TEL y SVBMITTED TO
THE: CITY £NGINE:£RING INSPE:CTOR UPON COMPLEnON OF IHE F"lfLO TESTS.
12. A ffl™TBiJCD . .. L $II£ PRIW TQ mt:
BE:GINN Qt' _WORK 'x£M-'""",:¼ 8Y ALL R PRES!!:" r. Tl\/t
E: . I rTiJR . 1',i.,"i';ro.i½-# Si N A A 1 1R ~ S l UL 1HE M En
Y A.(! lli I EC LI EAT (760) 4J8-J891 AT LEAST FIVE(5) 'NORK/NG
OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
1J.
t,/,, THE Oi'IN[R ANO/OR APPLICANT lHROUGH THE O[VELOPER ANO/OR. CONTRACTOR
SHALL DESIGN, CONSIRUCT AND MAINTAIN ALL SAFETY OE:VICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTN STANDARDS. LAWS ANO REGULAnONS.
15. 1Hf CONIRACTOR $HALL CONFORM TO LA00R 900£ $/;CnON, 6705 BY SUBMITTING
A DETAIL PLAN TO THE: Cl1Y ENGINEER AND/OR CONCERNED At;:ENCY SHOWING
, n-lE DESIGN OF SHORING, flRACINO SLOPE OR OIH[R PROVISIONS TO BE MADE
OF WORkER PROTECnON FROM 111£ HAlARO OF CAVING GROUND DURING THE
[XCAVATION OF SUCH TRENCH OR TRENC/,£$ OR DURING mE: PIPE INSTALLAnON
llifREIN. n-1/S PLAN MUST 81!: PR£PAR£0 FOR ALL TRf]vCHES FIVE FEtf (5') OR
MORE: IN DEPTH ANO APPROVED BY 111! CITY [NGINE;ER ANO/OR CONC£RNED
AGENCY PRIOR TO £XCAVA noN. IF 1H p V. IE . M TH OR .
··py HA
INSP[CTOR PRIOR TO
1/J. IF ANY AR
OVRING CONS ,
P£RMIT1f:£ WILL NOnFY 11-11!
UNTIL THE: PERMITTEE HAS
ENGINEER TO 00 SO.
. OPti?Afl RESTART
RECEIVED 'M?ITTEN AUn-lOR/TY FROM 1Hf CITY
17. ALL OPERATIONS CONDUCTED ON TH[ SITE OR AOJAC[NT n-lER£TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, O[PARTURE OR OPERA noN OF TRVCKS,
EAR1HMOVING EQUIPM[NT, CONSTRUCTION EQUIPMENT AND ANY omER ASSOC/AT[()
GRAD/NO EQUIPM[NT S/./ALL 8£ LIMITED TO 1HE PERIOD BETWEEN 7: 00 AM. ANO
SUNSET fACH DAY, MONDAY 1HRU FRIDAY ANO NO . EAR1HMOV/NG OR GRADING
OPERATIONS SHALL BE CON0UC1f0 ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOL/DA YS IS AVAILABLE AT THf ENGINEERING 0£PARTMENT COUNTER.)
R TES i<"iir.= BY n-lE · ACTOR TO TH
A P
19. NO (,LASnNG SHALL BE COMMfNCED 'M41HOUT A CITY ENGINEER APPROVED
/3LASTTNG PROGRAM.
20. THE EXISTENCE AND LOCAnON OF UTILITY STRUCTURfS ANO FACILITIES S/10WN
ON lHf CONSTRUCnON PLANS 'NERI[ QIJTAINED BY A SEARCH OF TH£ AVAILA/;!Lf
RECORDS. ATT£NnON IS CALL£() TO THE POSS/flLE IEXISTENCE OF On-1£R
unuTY FACIL1TIES. OR STRUCJ1JR£$ NOT SHOWN OR IN A LOCATION DIFFERENT
FROM 1HAT S/10WN ON 1HE: PLANS, 1HE CONTRACTOR IS REQUIR£D TO TAK£ DUE
PRECAUnONARY MEASURES TO PROTE.CT lHE: UT/L/TIE.S S/10WN ON n,E PLANS ANO
ANY OTHER EXISTING FACIL/TT£S OR STRUCTURE:S NOT SHOWN.
21. THE: CON7RACTOR $HALL V[RIFY 111£ LOCA noN OF ALL EXISnNG FACILITIES
( ABOVEGROUND ANO UNO[RGROVNQ ) Wl1HIN lHf PRO~CT SITE SUFFl¢1£N7l Y
/..NEAD OF THE CONSTRUC11QN ro PERMIT 1HE REVISIONS OF 1H£ CONSTRUCnON
PLANS IF IT IS FOVND THAT mE ACTUAL LOCA nONS AR[ IN CONFLICT 'M41H
111£ PROPOSED WORK.
UNDERGROUND SERVIC[ ALERT
SOC~£
PACIFIC BELL
AD[LPHIA CA/3L£ COMMUN/CATIONS
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS AND STORIJ DRAIN)
'CITY OF CARLSBAD(S£WER, WATER & RECLAIMED WATER)
'SAN OIEGUITO WA rtR DISJRICT ·
*LEUCAQ/A COUNTY WA TE;R DISTRICT
"VALL[CITOS WATER DISTRICT
'OLl\lfNHAIN WATER DISTRICT
'BUENA SAN/TA nON OISIRICT
• AS APPROPRIATE
(800)422-4/JJ
(800),560-7343
($00)?92-012J
f760~438-7741 760 808-9809
760 4J4-2980
(760)4J8-2722
(760)633-2650
f76 .. ~75. J-0155 760 744-0460
760 753-6466
(76 ~726-1340
STREE'r NOTES
1. AC11JAL STRUC11JRAL S£C110NS WILL BE D£TERMIN£0 AFTER "R' VALUE
TESTS HAVE 8££N CONDUCTED BY A PROFESSIONAL £NCIN££R OF T/1£ STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 111£ FIELD OF .APPUtJJ
SOIL MECHANICS, ON Tl/£ PR[PAREO BAStMENT SOIL THE "R" VA/,J!li TESTS
AND TH£ ENG/NE[RED S7RUC11JRAL SEC170N MUST BE SU8M/T1fD TO 111[
£NGIN££RING INSPECTOR FOR REVl£W ANO APPROVAL A MINIMUM OF 1WO (2)
CITY WORKING DAYS BE:FORE n-lf WORK BEGINS.
2. STREET LIGHTS SHALL BE: INSTALL£0 AS SHOWN ON TH£S£ PLANS,VNO[RGROUNO CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLE$ SHALL BE $HOWi{ ON THE
• AS-BUil T" . PLANS. NO DIRECT BURIAL SIREET LIGHT FOUNOA 110NS WILL 8£
ALLOWED. ALL LUMINAIRfS SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITl[S ANO LA7ERALS SHALL 8£ INSTALLED PRIOR TO
CONSTRUCnON OF CURBS, CROSS GUTTERS OR SURFACING OF S1R££TS.
4. STORM DRAIN PIPE SNALL BE REINFORCED CONCRfTE: PIPE 'M4TH . A MINIMUM
D-LOAD OF 1,350, FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY Bt
unuzro PROVl/)£0 O[Pn-1 IS L[SS Tl/AN 15 FEET AND BACKFILL{O Wl1H
J/4" ROCK P£R SORSD S-4 TYPE: "C" ANO PIP£ M££TS ASTM STANDARD 303.f.
FOR SDR J5 SOLID WALL PIPE.
5· ~m,i ~NEf:,ST'fi:~T Ptf J/t&Jg b~ ~iR1:1NDJ,f{fs ITAfJbAL¼EfL~cflM°w,i
PROPERLY COMPACTED SOILS. IN OT/1ER AREAS 1HE PIPE WILL fl£ PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY IHE CITY ENGINEER.
6. Wl1EELCH.,.IR RAMPS SHALL BE: INSTALLED PER REQUIREMENTS OF TITI.E: 24, CALIFORNIA AOMINISTRA 11VE CODE.
7. STREET TREES SHALL BE INSTALLED PER S[CTION IV 0,J OF lHE CITY OF CARLSBAD LANDSCAPE: MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STRE[T WllHIN 1HE UM/TS OF lWJRK OF 1HIS PLAN PER SDRS Qj,j,j'.; M/9.
9. ALL SUR\lfY MONUMENTS AND POINTS Tl/AT ARE: DISTURBED BY 1HIS WORK SNALL BE REfSTABUSHEO, PERP£11JA TED, ANO DOCUMENTED PER THE
PROFESSIONAL LAND SUR\lfYORS ACT. .
10, TWO (2) SETS OF SURVEY (CUT) SHE[TS SHALL 8£ PROVIDED TO T/1E CITY
ENGINEERING INSPECTOR. .
SEWER NOTES
1. SEWER MAIN ANO APPURTENANCES SHALL BE CONS1RUCTEO IN ACCORDANCE WITH
1HE: "CARLSBAD MUNICIPAL WAT£R DISJR/Cr'S S£WER SYST£M -Oi;SIGN
CRITERIA, STANDARD DRAWING AND SP£CIFICATTONS", AND 1HF: STANOAi?/}
SP£C/FICAnONS, MARCH 199J, ANO TH£ STANDARD SPEC!f1CA170NS FOR
PUBLIC WORKS CONSIRUCnON, LATEST EOlnON (GRE£N BOOK).
2. n-lE CON1RACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ 0/VIS/ON
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA nON AND SHALL ADHERE: to ALL
PROVISIONS OF 111£ STA TE CONSTRUCnON SAFETY ORDERS.
J, BEFORE ANY CONNECnON TO T/1E DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM n-lE DISTRICT. IT MUST BE SIGNED ANO APPl<OVED
BY THE DISTRICT'S £NG/NEER AND SUP[R/NTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5, n-lE CONTRACIOR SHALL NOTIFY 1HE CITY OF CARLSBAD ENGINE£RING
/NSPECnON 48 HOURS PRIOR TO THE BEGINNING OF CONSIRUCTION.
(TELEPHONE NO. [619] 4JB-J891)
WATER NOTES ·
1. WAT£R & RECYCLED WATER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE 'CITY OF CARLSBAD ENGINEERING STANDARDS• VO[UM£ 2 &
J, DAT[D JANUARY 2004.
2. lHE CONTRACTOR SHALL OBTAIN AN [XCAVATION P£RMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROV/01; PROOF'
OF OSHA NDnFICATION .AND SHALL ADHERE TO ALL PROVISIONS OF }HE STAT£
CONSIRUCnON SAFETY ORDERS.
J. 8£FORE ANY CONN£Ci70N OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D.
UN£S. A. PERMIT SHALL BE: OBTAIN£D FROM 11-1£ C.M. W.O. OFFICE ANO /,/()ST
BE S/GN[D AND APPROVED BY DISTRICT ENGINEER ANO o,srRICT SUP[RINTENDENT. .
4· iA ~Eii1~7:ruc;gisTf8i~fJ:fNgfG1tf.EW,f ztt~AC~~R 11iifAL1 M:Ji'tl: 0fHI
CITY OF CARLSBAD ENGINEERING INSP£CnON 48 HOURS PRIOR TO B£G/NNING
OF CONSTRucnoN, 1EL£PHONE N0.(760) 438-J891 FOR SCHEDULING.
5. NO TREES OR STRUCJ1JR[S SHALL BE ALLOWED IN n-1£ WA T[R LIN£ £ASEMEN T,
ALL e:x,snNG IRE:[S AND SIRUCWRES SHALL 8£ REMO',,f() PRl(IR TO
COMMENCEMENT OF WORK -ANY [XCEPnONS SHALL REQUIRE WRITT[N
PERMISSION FROM n1E DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYP£ OF MA 7ERIALS OF
1HE FIRE UN[ LOCA TfD 8ETW££N li-1£ OE7ECTOR C/i£CK VAL VE ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL R£CLAIMED WATER MAINS AND APPURTENANCES SHALL /3E C()NSTRUCTfO IN
ACCORDANCE Win-I Tl1E "CARLS/3AD RECLAMA 110N RULES AND RECUL.A TibNS FOR
TNE: CONSTRUCnON OF RE:CLAIMED WA /fR MAINS -CARLSBAD MUNICIPAL WA JtR
DISTRICT", OCTOBER 1993 OR AS AM[N0£0.
B. ALL BUR/£0 COPPER PIPING ANO APPURT£NANCES SHALL BE PROtECtEO BY
MEANS OF CA 1HODIC PROTECnON. IF 0£:VELOPER/OWNtR CONDUCTS .A SOILS
lEJJTHfff PO:JNN:~o #frM0~!:tTf5 EN~~fr:Rv,icngiNg~~R 13~tEf[frlt~~,!J:
FORM OF PROTECnON.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY O[CLARE Tl/AT I AM n-lE ENGINEER OF WORK FOR THIS PRO~CT, n-lAT I
HA VE: EXERCISE;O RESP0NSl8L£ CHARGE OVER 111£ DESIGN OF THE PROJECT A.S ()[FINED
IN SECTION IJ70J OF THE BUSINESS ANO PROFESS/ON$ CODE, AND Tl/AT 1HE DESIGN IS
CONSISTENT f\1TI/ CURR£NT STANDARDS. .
I UNDERSTAND IHAT n-lf CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS $Y T/1[
CITY OF CARLSBAD OO[S NOT RELIEVE: ME, AS £NG/NEER OF WORK, Oi" MY
RESPONS/BIL/Tl[S FOR PROJECT DESIGN,
FIRM: LUlURIAGA TA YI.DR, INC (L n)
ADDRESS: 25440 LA ALAMEDA SUIT[ 310
Cl TY, STA Tl:.: MISS,ON VIEJO, CALIFORNIA 92691
TELEPHONE: (949) J48-2882
BY: DA V/D LUZURIAGA
DA TE: 02/t 7 /05
R.C.E. ND.: C5673.f.
REGISTRA noN EXP/RATION DATE: 06/30/07
/'
•
ABBREVIATIONS:
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AD AREA DRAIN
BFPD BACK FLOW PREVENTOR DEVICE
BW BOTTOM OF WALL ELEVATION
CB CATCH BASIN
CL CENTER LINE
CS CRAWL SPACE ELEVATION
CIP CAST IRON PIPE
CONC CONCRETE
DD DECK DRAIN
DIP DUCllLE IRON PIPE
DS ROOF DOWN SPOUT
DW DOMESTIC WATER LINE
DWL DRYWELL CATCH BASIN
DWY DRIVEWAY
(E) EXISTING
EG EXISTING GRADE
ELEC ELECTRICAL
EM ELECTRICAL METER
EP EDGE OF PAVEMENT
FC FACE OF CURB ELEVATION
FD FRENCH DRAIN
FF FINISHED FLOOR ELEVATION
FG FINISHED GROUND ELEVATION
FL FLOW LINE ELEVATION
FM FORCE MAIN LINE
FS FINISHED SURFACE ELEVATION
FP FINISHED PAVEMENT ELEVATION
FW FIRE WATER LINE
GB GRADE BREAK
VICINITY
CITY OF OCEANSIDE
PROJECT SITE
HIGHWAY ls
PACIFIC
OCEAN
GM
GR
HP
INV
JT
JP
LD
LF
(N)
PKG
RET
RIM s
SAP
SBD
SBDCO
SD
SDCO
SICB
SLP ss ssco
SSP
TW
TYP
VD
w
w/
WM
c:>
GAS METER
GRATE ELEVATION
HIGH POINT
INVERT ELEVATION
JOINT TRENCH
JOINT POLE
LANDSCAPE DRAIN
LINEAR FEET
NEW
PARKING
RETAINING WALL
RIM ELEVATION
SLOPE
SEE ARCHITECTURAL PLANS
STORM SUB DRAIN
STORM SUB DRAIN CLEANOUT
STORM DRAIN
STORM DRAIN CLEANOUT
SIDE INLET CATCH BASIN
SEE LANDSCAPE PLANS
SANITARY SEWER
SANITARY SEWER CLEANOUT
SEE STRUCTIJRAL PLANS
TOP OF WALL ELEVATION
TYPICAL
VERTICAL DROP
WATER LINE
Willi
WATER METER
SPLASH BLOCK
MAP
CITY OF VISTA
,;."'~
CITY OF
~,,. SAN MARCOS
CITY OF ENCINITAS
SOURCE OF roPOGRAPHY
TOPOGRAPHY SHOWN ON n-lE:SE PLANS WAS GENERATED BY
FIELD METHODS FROM INFORMA noN GA 1H£REO ON MARC/1 2002,
BY PASCO ENGINERING, AND SUPPL£M£NTAL FIELD INFORMA noN
IN NO\lfMBER 2005 BY JONN SEACE L. S.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA noNAL MAP
ACCURACY STANDARDS.
WORK TO BE DONE
lHE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE: W11H THE
FOLLOWING DOCUMENTS, CURRENT AT 1HE nME OF CONSTRUCnON, AS DIRECTED
BY lHE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4, MS 04-10 DATED FEBRUARY 17. 2006
5. 1HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCnON (GREEN
BOOK),
6. SOILS REPORT AND RECOMMENOA noNs BY VINJE AND MIDDLETON ENGINE[RING, INC.
DA TEO JANUARY 5, 2000, AND UPOA TEO OCTOBER 5, 2004
7. THE SAN 0l£CO AREA REGIONAL STANDARD DRAWINGS AND AS MAY Bf MODIFIED
BY n-1£ CITY OF CARLSBAD STANDARDS.
B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONOlnONS
DAT[() NIA
LEGEND
~ DESC&IP]ON cny sTD O\JANJTTY
3" SO STORM DRAIN 22 Lf
-@--@--1" WATER SERv1CE CM\\O W-3 1 NE\Y, 1 R[LOCA TE EXISTING
PCC DRl\1£WAY GS-12 135 Sf
SIDEWALK SORSO D 27 UNDERDRAIN -2 EA
4• PCC SIDEWALK SORSO G-7 265 SF
TYPE G CURB
AND GUffiR SORSO G-2 82 Lf
r---7
I I JREN(;H L ___ _J R£SURF ACING GS-24 50 Lf
----RIGHT Of WAY
----PROPERlY LINE
0 STATION
SHEET INDEX
DESCRIPTION SHEET NO,
1
2
TITLE SHEET
IMPROVEMENT SITE PLAN
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF f.H.(S)~f'.fl.OW t?9P G.P.M. OUT or_j._F,H.(S~ Bl.OGr.l RINKLEO 'l'ES@. f.fLOW_G,P.M.
• -I .... ~ It. -11 In 1 ;t;'-
1 ~-:-G-M~AR;,,,. .. ' 'DAT£f
S BUILT'
DATE
REV~.D81•~ ~~ z/z;;,/12,
INSPECTOR DATE Pij!)JECT LOCATION
111/S PROJECT IS LOCA T[Q 'M41HIN ASS£SSORS PARCEL NUMBfR(S)
205-260-08
lHE CALIFORNIA COOROINA 1E INDEX OF lHIS PROJ£CT IS: 382~ 16 71
"f[UJ11,•1~~:J.' I ..µn!.Jcl:!~.ll!t. L:u••r.:1· •:_-'-.Jtr•LL!l ,...;!.L' ::1, ,.!i..-J-lt..!-~-J--+---1--1---1 LJ_J I C IT~INPlNO ~6ll~~AD l I~
BENCHMARK
DESCR/PnON: SPIKE IN TOP OF CURB
LOCA 110N: SE CORNER OF MONRO£ ST ANO KARREN LN
RECORDED:
ELEVA RON: 219, 59 DA 11JM: NGS 27
,_._.....,. __ ,__ _______________ ...,_ _ __,..,_ ______ llWR<iVEMENT Pl.ANS roR:
OA TE 1Nt11AI.
ENGINEER OF l'KJRK REVISION DESCRIPTION
JENNINGS RESIDENCE
TITLE SHEET
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GW!H(} Pt.ms PUP~ BY:
IH11111,;:J: I
LllZURIAGA TAYLOR. INC.
Civil Engineers • Land Surveyors
26440 La Ala~eda, Suite 310
Mission Viejo, California 92691
Tel 949.348.2882
Fax 949.348.2772
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llAll .l!il'IV,L QAl'I: "" REVISION DESCRIPTION OM.It APPROVAL alY APPIIOVAL --'
II t s BUILT" \ AJ •
'IL~l'L
P.E.S&;: sy· EXP. f,/c. ,, .. DATE: • .
R["JJ:i:J~~
·-2, /t, 1' /,t,,
lNSP(CTCIA DATE:
r51i~~ 11 cr~i(»NPJ;~~~~~ 1m
Dd>ROYSMllri .PLANS :roa
JENNINGS RE1SIDi.::NCE
IMPROVEMENT SITE PLAN
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.:· .. :· .... :.·.::··.: .. · ... ·.: .. --~J0708 ,.· · ..... IM p:: 11 s~~!fo 11M:;,~ w·1