HomeMy WebLinkAboutDWG 415-3B; CT 03-03; BRESSI RANCH PLANNING AREA 15; 01-06':i' . ,ii , .
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RANCH PLANNING AREA BRESSI
STREET
15
.,,.---..\.,----IM ....... R ~ ~ E NT S WORK TO BE DONE
1HE IMPRO';fMENT WORK SHALL BE PfRFORME/1 IN ACCORDANCt W1TH 11/t FOLLOW1NIJ
DOCUMENTS, CURRENT AT THE TIME OF CONSTR!ICTION, AS DIRfCIEO 8Y THE CITY
cNGINEER. c r-r 03-03..,,..____
KEY. MAP LEGEND
►•◄
N.OMAA
Rlr;H~ OF WAY
SEl!f:f UN!
SEl!f:f MANffOI.£ :
WAIEf MAIN '
' STORM DRAIN
I
! sm~T U(;HT
' • I smEET Ur;HT PER DWG NO. 400-8
i
FIRE tfYDRANT • I .
. I FIRE HYDRANT PfR DK'a NO. 40()-8
' I Slifff LIMITS
I
SffEEf NUMBcR
' I ' ACC£SSHOLE NUMBER
VICNTYMAP
NOT TO SCAI.£
' '
PRO/£CT SITE
· 'DECLARATION OF RE PONS BLI CHARGE'
I HEREBY DECf.ARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
D<ERCISED RE:SPONSIBLE CHARGE: OVER Tiff: DESIGN Of THE PRO.ECT AS D(;f7NED IN
SECTION 670:S OF THE BUSINESS ANO PRQFfSSIONS CODf, ANO THAT TH£ DESIGN IS
CONSISTE:NT W11H CURRcNT STANDARDS. i
! i I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS 8Y THE
CITY OF CARI.SBAO IS CONFINED TO A Rf,VfEW ONLY AND DOcS NOT RELIEVE ME, AS
ENG/NrrR OF l'r\?RK, OF MY RcSPONSIBIUT/f:S FOR PRO.ECT {)ESl(;N.
' . ' FIRM: PROJECT DcSIGN CONSUL TAN TS
' ADDRfSS: 701 B STR/IT, SUITE BOQ
G/IY, STA TE: SAN DIEGO, CAUFORNIA
IELEPHONe (619) 2J5-6471
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orEss,
t< M. Slf1. ,.. . "' . <> No. 42951 '.,! Exp, 03-31-0
C/VI\.
OF C/11.\~ '7 .-
B~ )¢,. :e, J>.M DATE: _,\"'(.)'-~_,r.e...':._I>_~---~
GREGORY II. SffWf .
R.C.F:. NO. 42951 1 REGISTRATION EXP/RATION DA IF: OJ-Jl-08
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T.· \Engr\2479\Plans\PA-IMPR-STRE[TS\2479i~p01 dwg 0~/18/2004 09:54:28 AM PDT
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KEY MAP
SCALE: 1• =8rJ'.
' I ' :,·
: SHEET ,INDEX
SHEE:T I ............... ,............. T171E SHEET, KEY MAP. .
SHEE:T 2 ..... ., ...................... CONSTRUCTION NOlfS . . -
SIIEET J. : ............ , .. .. . .. .. .. . . TYPICAL S£CllONS ANO DETAILS
S11/IT 4 TO 5 .................... , IMPROVEMENT Pl.ANS AND PROFILES
BRESSI., RANCH REFERENCE DRAWINGS.
Sc£ DRAWING NO. 400-8. FOR 8/?cSSI RANCH RcSIOCNTIAL STRIIT IMPROVE:MENT PLANS.
Sc£ DRAWING NO. 400-BA FOR MASS GRADING ANO fJ?OSION CONTROi. PLANS.
Sc£ DRAWING NO. 4.00-BC FOR BRESSI RANCH RBIDENTIAL STOR/1 ORAIN PLANS.
SOURCE OF. TOPOGRAPHY
TOPOGRAPHY Sr/OWN ON THE~ Pl.ANS WAS GENERA 7ft) BY PHOTOGRAMMETRY
-~-METHODS FRO/I INFORMATION GA 11/cREO ON MAY 11
19 98 BY SAN-LO AcRIAL SURVE:YS
TOPOGRAPHY S/IOWN ~REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA TET) WITHIN ASSESSORS PARCEi. NUMBU?(S)
21J-OJ0-18
THE CAUFORNIA COORD/NA TE INDEX OF THIS PRO.ECT ISi
1990-6252
BENCH MARK
DESCRIPTION: BRASS DISK IN CONCRE11! IN A STANDARO SURVE:'f llf1.I. ON
CcNTf/?IJNE OF El. CAMINO REAL
LOCA noN: COUNTY. OF SAN D/cGO BcNCHMARK DESIGNATION NO. R1800 288+89 re
ElEVA TION: J11.407 M.S.I. DAnJM: N.G.V.O. 29
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IMPORTANT NOTICE
SECTION 4216/4217 Of THE: GOVE:RNMcNT CODE REQUIRES A DIG ALcRT /DENT/FICA TION NUMOCR
8E ISSUED B£FORE A 'PcRMIT TO EXCAVATE' W1LL 8E VAUO.
FOR YOUR DIG AlERT I.D. NUMB(;R, CALL UNDERGROUND SERVICE ALU?'/:
TOLL FRl:6: 1-800-422-•HJJ; ™1 WORKING DAYS BEFORE YOU DIG.
OWNER/DEVELOPER
NAME:
ADDRESS:
PHON£:
BRESSI GARDcNLANf, LLC., A DELAWARE UMIIED
L/ABIUTY COMPANY, AS OWNER
an lENNARANR CAMINO PALOMAR. LLC.,
A DELAWARE UM/TEO UABIUTY COMPANY .
UABIUTY COMPANY, ITS ADMINISTRATIVE McMOCR
Bn lENNAR HOMcS Or CAUFORNIA, /NO., A CAUFORN/A CORPORATION, ITS MANAGER
J5Z$ /",4/?-A"!),4f AV/!,., S/J,,{1?, 300
CARLSBAD, CA, 92008
(760) 918-7765
NOIF: THE CONSTRUCllON OF' UNDERGROUND FACffJTIES SHALL NOT BEGIN UNTIL A !ETIER
HAS BITN SUBMI TO Tl/£ CITY ENGINEER FRO/I THE SOILS ENG/NffR STA TING
THF: Sf~ M ROUGH GRADING IS COMPLETE.
ITS: .'6A
BASIS OF BEARING
,.
2.
J.
4.
5.
6.
7.
8.
9.
CARLSBAD MUNICIPAL CODE
CITY Or CARLSBAD STANDARD$
THIS SET OF PV.NS
RfSOI.UTION NO.S 5201 (ElR 96-04), 5202 (GPA 98-0J). 520J (ZC 98-04), 5204 (MP 178),
5205 (I.FMP 17). 5208 (CT 00-06). 5201 (HDP 99-06}. 5208 (SUP 99-0J:cCR}. .
5209 {SUP 01-1():FI.OOD}. 546t (CT 02-1.f.}. 5464 (PUO 02-06). CT OJ-OJ. ·
TH£ STANDARD SPcC/FICATION$ FOR PUBLIC WORKS CONSTRUCTION (GR/IN BOOK)
SD/LS RcPORT ANO.RECOMMENDATIONS BY 1.£/GHTON <t ASSOC/A~ DAlE:O .
Scf'lfMOCR 8, 1998 ANO TH£ SOILS RcPORT TIT/.£0 "SUPPlEMENTAL GEOIECHNICAL INVEST/GA TION
FOR MASS GRADING, 8RfSSI RANCH, CARI.SBAO, CA" PREPARcO 8Y LEJGHTON ANO ASSOC/A TES
DA lfO MARCH 14, 2001.
TH£ SAN DlcGO ARcA RcGIONAL STANOARO DRAWINGS ANO AS MAY /J£ MDO/FIEIJ,
BY THE CITY OF CARLSBAD STANDARDS.
TH£ CAUFORNIA OfJ'ARTMcNT OF TRANSPORTATION, "MANUAL OF mAFFIC CONTROLS FO/f
CONSTRUCTION ANO MAINTENANCE: WORK ZONEs".
THE: CAUFORN/A. DEPARTMENT OF mANSPORTA TION STANDARD SPECIF/CA noNS
DOCUMENT NO. 769692.
)
10. Tl-IE CAUFORN/A DEPARTMcNT OF TRANSPORTA T10N STANDARO PLAN, DOCUMENT NO. 769691,
11. TH£ CARLSBAD MUNICIPAL ll'ATE'R DISTR1crs STANDARDS ANO SPECIFICATIONS
FOR WA IER, SE OCR, ANO RECLA/MEO WA lE:R, ,. , '
. '
LEGEND
QUANTITY !!!!!I ITEM STANDARD DRAWING SYMBOi.
~
3~4·::82.7 :SF 4• ASPHALT PAVING (SEE STRffT NO'ff: 1)---------CARI.SBAO GS-1--------------'-----L.. . j
,. ...-6' TYPE 'G' CURB it GUTTER-------------------SDRSO G-2----------------------
SAKt:UT ct AC DIKE REMOVAL-------------------------------------------------
/0 EA
4 \ EA
1 F:A
3 EA
8
327 I.F
a EA
3 EA
5" F:A
4 EA
a:::E)
t. EA
· 649 IF
5 EA
50.Z IF
PEDESmJAN RAMP---------------------------SDRSD G-27, TYP£ A ct 11-----------
STRIIT LIGHT, PUlLBOX (9,50/J LUMENS)·----SORSO E-1, u E-2, CARLSBAD GS-5, GS-21------
0UAL smEET NAME SIGN (DSN)--------:--------:-SDRso sv/1-102------------------~:
. . .
/<./ a SIGNS ·----------------------------· · : .... ·· , ___ ·, --------~--------
' .
tr
8' PVC CONSTRUCTION OF 8" PVC WA TE~ ct.ASS N07rD ON PI..ANS------------cMWO 21_: ______ ..,._;_, -W-- - -
. . . ' ~~ CONSTRUCTION OF 12 PVC ll'A IER, ct.ASS NOlE:O ON PI.ANS---.:.-------CMWO 2t----------W----
CONSTRUCTION OF MANUAL AlR RElEASE-----------CMml ~----------------..,--------_M.A.R. ■ -
CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY---------CMWI) ~-------------------------_p.o. t
CONSmUCTION OF 8" GATE VALVE ASSEMBLY-------CM'M) W16-----------------------. .
CONSTRUCTION OF 12" GATE VALVE ASSEMBLY0------CMKO W,6----------------------~·
CONSTRIJCTION OF ENDCAP ANO THRUST BLOCK ASSEMBL Y---:.,----------CMWO W,,5--------
--~-
CONSmUCTION OF FIRE HYDRANT ASSEMBLY--'------CM'M) W12-----------------------j+ --f F.H. --
8' PVC SEl1£R, ct.ASS NOIEO ON PLANS-----------CM'M) S5------------------------
SE11£R ACCE:SSHOLES------------'-------------CM'M) St------------------------
18' RCP STOR/1 DRAIN------------------------------------------------------
-s-LPVC
----o-:-..................
4 EA TYPE :4' CLEANOUT--------------------------PcR SDRS/) 0-9-------------------:::-=S=a-'ail
2 EA TYPE '8' CUR(! INLET·-----~------------:----.--PcR SDRSO 0-2,._;..________________ =: -=-55(!1
•t AS MODIFIED BY THE CITY OF CARLSBAD
NOTE: THE A/101£ QUANTITIES ARE FOR BONDING PURPOSES ONLY
ANO SHOULD NOT BE USED FOR FINAL PAY QUANTITIES.
I .
l'Z-,.o-t
DATE
THE BASIS OF BEARING FOR THIS SURVE:Y IS TH! CAUFORNIA COORDINA Tc
srsTEM, NAO B~ ZONE 6 ANO WAS cSTABLJSff(;O B£T'r',f£N STATION NO.
V-2002 PER R. O.S. 1402J ANO STATION NO. SOGPS-41 £STABUSHED 8Y
THE: COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROi.
BOOK, /.!., N88'!if.'05"W.
. .
THE: COMBINED SCA!.£ FACTOR AT STATION V-2002 IS ().999944419. GRIO
DISTANCE: = GROUNO DISTANCE X COMBINED SCA/.£ FACTOR, ALL MEASUREO
DISTANCES SHOl+f'J HcREON ARE GROUNO DISTANCES. Tl/£ MAPPINQ ANGLE
AJ STATION V-2002 IS -O'J2'51.BB1'
2 2,1/c oC, ~ CONSTRUCllOrl Cl!Ar/GI SHEETS 4 1 3 • 8 ·0i:, j:lj.,l,l. 3 ~1 W' m
l;.,,;.;;;;;l-,;;6.tAM~D-',A:i,,DD~ITT.-!.O~W!..cO~F_,SU~E==Ec!..r.e.6 ______ __. __ -1----1----l--'---1 SHE1ET
D/06/0 ff/C AS-BUILT
CITY OF CARLSBAD
ENGINEERING DEPAR1MENT
SHEETS
''.6
QUOlfO BEARINGS FRO/I RcFf:RcNCE: MAPSfi}ffi)S MA y OR MAY NOT 8E IN
TfRMS OF SNO SYSTEM.
0 PR.OJECTDFSIGNCONSVLTAN'IS
P1ANNING • .BNvnuiMBNTM. • llNlllNlilDme • Sllll\'Br,G'S
701 B Street, Suit< 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349 DA TE INITIAL
NGINEER OF WORK • REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTI-IER Af'PROVA CITY APPROVAL
Pl.ANS FOR lH! IMPROYEMENT OF:
. BR/£8SI RANCH PLANNING AREA 15
DWN BY:~.--1 ,PROJ£ T NO, ~~ ~~ M " CT 03-03
EXPIRES 12-31-05
~
I/ I/
DRAWING NO.
415-38
. AS-BUILT J.N, 2479.00
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GENERAL NOTES i
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· I. t/llS PLAN SUPtRSEDES AU OTH£R PLANS PR£VIOUSI. Y APPROVEO BY
THE: CITY OF CARLSBAO R£GARD/NG IMPROVEM£NTS SHOWN ON THIS·
SET OF PLANS. l I
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\£ ANY PORnON
OF TH£ CARLSBAD MUNICIPAL CODE:, R£SOlunoN OR COND/nONAL
APPROVAL, CITY STANDARDS OR OTH£R ADD/nONAL DOCUM£NTS
USTED H£RON AS TH['( MAY P£RTAIN TO THIS PRO£CT. THE:
£NGIN£ER IN RfSPONSJBLE: CHARGE: SHAU RfVISI! TH£S£ PLANS -· ·
HN NON-CONFORMANCE: IS DISCOVER£0. ! ·. -. ·
.I CITY APPROVAL OF PLANS DOES NOT REL/Elf THE: D£V£1.0P£R 0~ · · -
£NG/N££R-OF-WORK FROM RESPONSIBIUTY FOR THE CORR£CnON Of
tRRORS ANO OMISSIONS DISCOVl;R£0 DURING CONSTRUCnON. AU
PLAN /?£VISIONS SHAU 8E PROMPn.Y SUBMITT£D TO TH£ CITY
£NGIN££R FOR APPROVAi.. !
4. ~o~'Gf!Jr~~A~Pf!:tl//,Jt R:Tc17 t1$."'f%,iR~ iii:t?U/R£O
ISSUANCf:, A C£RnFICA 11: OF INSURANCE: MUST 8£ F1L£0 NAMING TH£
CITY OF CARLSBAD AS AN ADD/nONAL /NSUR£0 ON TH£ P£RM/11£E'S
POllCY IN TH£ MINIMUM AMOUNT OF $1,000,QOO.OO FOR EACH
OCCURR£NCE OF UABIUTY. THf INSURANCE: COMPANY WRl11NG TH£
POLICY MUST HAif' A RA71NG 0C 'A' ANO A SIZE CATrGORY OF
CLASS V AS ESTABLISHED BY "BESTS' KEY RA 1/NG GUIDE.
S. NO WORK SHAU BE COMMENCED UNnL AU PtRMITS HA\,£ 8££N Of/TA/N£0
FROM TH£ CITY ANO OTH£R APPROPRIATE: AG£NCIES.
8. REVISION OF THESE Pl.ANS MAY BE REQUIREQ IF THE PROPOSED
IMPROVEMENTS ARE: NOT CONSTRUCTED PRl<Jf TO TH£ OCADLJN£ DATE:
OF TH£ IMPROVEMENT AGR£EMENT. , t, NO R£VISIQNS mLL 8£ MADE TO; THESE PLANS WITHOUT WRITTE:N
APPROVAL OF THE CITY £NGIN£ER, NOTrO WI.THIN TH£ R£VISJON
BLOCK, ON TH£ APPROPR/A 11: SH££T OF THE: PLANS ANO nu SHEET.
8. ORIGINAL DRAWINGS SHAU 8£COME THE: PROP£RTY OF TH£ CITY UPON
Bf/NG SIGN£0 BY TH£ CITY ENGINE£R. i
9. THE ORIGINAL DRAWING SHAU BE: R£VISEO TO REFLECT AS-BUil T
CONDlnONS BY THF: ENGIN££R-IT-WORK PRlpR TO ANAL ACC£PTANC£
OF TH£ 'M:IRK BY TH£ CITY. . , !
10. ACCESS FOR AR£ ANO OTHER £M£RGENCY Vl;HICLES SHAU Bf MAINTAINED
TO TH£ PRO£CT SJTF: AT AU nM£S OUR/NG CONSTRUcnoN,
11. HR£ TRENCH£S ARE WITHIN CITY £ASEMENTS, A SOILS R£PORT
COMPRISED OF: (A) SUMMARY SHITT, (8) LA/JORATORY WORK SHITTS
AND, (C} COMPACTION CUR';fS, SHAU 8£ SUBMl11£0 BY A
PROFfSS/ONAL £NG/N££R OF TH£ STA 71: OF qALIFORNIA, PR/NCIP ALL r
DOING BUS/NESS IN TH£ Aao OF APPLIED SOILS MECHANICS. TH£
SOILS REPORT WllL BE: SUBMl11£D TO rnr CITY ENGINEtRING INSP£CTOR
WI THIN TWO 'MJRKING DAYS Of COMPL£nON OF AELO TE:STS. TH£
l'IRl11£N Aao COMPACnON R£PORT(S} SHALi.. 81! IMMEDIATELY
SUBM/11£D TO THI! CITY £NGIN£/;RING INSP£C,TOR UPON COMPl..!nON OF
TH£ Flfl_O TESTS. , i .
12. A PRECONSTRUCnON M£EnNG SHAU 8£ HELO AT TH£ SITE: PRIOR TO
7Hf BEGINNING Of fl!JRK ANO SHALL BE A TTrNDED BY A!L _
· REP/?[S£NTA71',fS RESPONS/81..£ FOR CONSTRUCnON. /NSPECnON,
SUPER'v1SION, 7fSTING AND ALI, OTHER ASPECTS OF' THE WORI(,
TH£ CONTl'/ACTOR SHAU SCHE{)ULI! TH£ M££nNG THROUGH TH£ PERMIT
CLERK (760-602-2740} AT LEAST Fl'>£ (5) WORKING DAY}; PRIOR TO
STARTING CONSTRUCnON APPROVED DRA'MNIJ MUST BE: AVAILABLE: PRIOR
TO SCHEDUUNG. , !
I.I All INSPEC71QN REQU£STS OTHrR THAN FOR PRECONSlRUCTION MEETING
Mil BE MADE BY CALUNG THI! 24-HOUR ENGIN££RING INSPECnON
RfOUEST LINE AT l760}438-3891. INSP£C710N REQUESTS MUST 8£
RECEl',fQ PRIOR TQ 2; QQ ew, ON ff QA Y BEFORE THE INSPECnON IS
NEEDED, INSPECnONS mu 8£ MADF: TH£ N~XT WORK DAY UNLESS YOU
REQU£ST OTHERltlSE REQUESTS MAD£ An[R 2: 00 P.M. mLL IJ£
SCHE{)UL£0 FOR TWO FULL l',\JRK DAYS LA Tr~. .
14. TH£ Ol'MER ANO/OR APPLICANT THROUGH ~ D£Vl:LOPER AND/OR CONTl'/ACTOR
SHAU DESIGN, CONSTRUCT ANO MAINTAIN ALL SAF£TY DE:VICES, INCLUDING SHORIN(J,
ANO SHAU 8£ SOlEL Y R£SPONSIBLE FOR CONFORMING TO ALL LOCAi., STA TE AN{)
F£DERAL SAFE:TY ANO H£ALTH STANDARDS, LAl+S ANO REGULAnONS.
15. SUBMJmNG A DETAIL PLAN TO TH£ CITY £NG/NEER AND/OR CONC£RN£0
AG£NCY SHOWING THI! D£SIGN Of SHORING, £/RACING, SLOPING OR OTH£R
PROVISIONS TO BE MAO£ FOR WORKER PROTE;cnoN FROM TH£ HAZARD OF
' CAVING GROUND DURING TH£ £XCA VA noN or SUCH TRENCH OR TR£NCH£S
OR DURING TH[ PIP€ INSTAUA noN TH£R£JN. THIS PLAN MUST Bf
PREPAR£D FOR AU 7R£NCHES Ff\,£ FE:ET (5J OR MOR€ IN D£PTH ANO
APPROVE!) BY THE CITY £NG/NEER AND/OR CONCERNED AGENCY PRIOR TO
£XCAVA T/ON, If THE: PLAN VARIES FROM THE SHORING SYSTEIJ STANDARDS
ESTABLISHEO BY THE CONSTRUC710N SAFETY ORDERS. Tln.E 8 CALIFORNIA '
ADMIN/STRA ll'IE CODE THE Pl, ANS SHA! L BE PREPARED BY A REG/STEREO
ENG/NfTR AT THE CONTRACTOR'S EXPENSF:. A COPY OF TH€ OSHA
£XCA VA noN P£RMIT MUST 8/! SUOMl11£D TO THE INSPECTOR PRIOR TO
£XCAVA T/ON, !
115. If ANY ARCHEOlOG/CAI, R£SOURCES AR£ DISCOVERED ltlTHIN ANY fl!JRK
ZQ!:i£ DURING CONSTRUCnON, OPERA710NS f\1l1, CEASE IMMEDIAm.r, ANO
TH£: PERM/TT££ mu NOnFY THE CITY [NG/NEER. OPERAnONS mLL NOT -
RESTART UNTIL ff/E: PERM/11£f: HAS R£CEl';ff WRl11£N AUTHORITY FROM
TH£ Cl TY £NG/NEER TO DO SO. i 1 .
17. AU OPERA noNS CONDUCTrO ON THE: SITE: Off ADJACENT TH£R£TO,
. INCLUDING WARMING UP, R£PAIR, ARRIVAi., D£PARTUR£ OR OP£RA noN OF
TRIJCKS, EARTH MOVING EQUIPM£NT, CONSTRUCnON EQUIPMENT ANO ANY1 '
OTHER ASSOC/A 7£0 GRADING EQUIPMENT SHALL IJE: LIM/7£0 TO TH£ .
PERIOD Bffilf£N 7: 00 A.I,/. ANO SUNSET EA!;H DAY, MONDA r ff/ROUGH
FRIDAY ANO NO [ARTH MOVING OR GRADING OP£RA nONs SHALL 8£
CONDUCTrO ON. 1hf£K£NDS OR H()LIOA YS. (A IJST OF CITY HOLIDAYS IS
AVAILABLE AT TH£ £NG/NEERING DEPARTMENT COUNTrR.)
• • !
111. ALL OFF SITE HAUL ROUTES SHALL BE SUBMIT7fD BY TH£
CONTRACTOR TQ 17-IE CITY ENGINEER FOR APPROVAL TWO RJLL
WORKING DA ys PRIOR TO BEGINNING OF WORK. TH£ CONTRACTOR.
SHALL BE R£SPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING
ALONG 11-1[ HAUL ROU~ OR ADJAC£NT S111Ef1S AS A RESULT Of 17-IE
GRADING QPE,RA UON, · . ,
' ' 19, NO BLASnNG SHAU BE: COMMENCED WITHour A CITY £NG/NEER
APPROVED BLASnNG PROGRAM, , I ,
20, THE EXISTrNC£ ANO LOCAnON Of unuTY STRUCTUR£S ANO FACILITIES SHOWN ON THE
CONSTRUCnON PLANS IIER£ OBTAIN£D BY A S£ARCH OF TH£ AVAILABLE: R£CORDS.
ATTENnON IS CALLEO TO TH£ POSS/BL£ £XISTrNCf: Of OTHER unuTY FACILITIES OR
STRUCTURES NOT SHOf'tH OR IN LOCA noN DJFF[RENT FROM THAT SHOWN IN THE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE: DUI! PR£CAUnONARY M£ASURES TO .PROT£CT
TH£ ununrs SHOWN ON TH£ PLANS ANO ANY OTH£R [XISnNG FACILln£S OR
STRUCTURES NOT SHOf'tH, . !
21 TH£ CON Tr/ACTOR SHALL VER/F'( THe: LOCA noN Of AU EXISnNIJ FACILlnES (ABOVEGROUND .
ANO UND£RGROUND} WITHIN TH£ PROJfCT S/TF: sumC1£Nn.Y AH£AO OF TH£ CONSTRUCnON'
TO P£RMIT THE: R£VISIONS OF THF: CONSTRUCnON PLANS IF' IT IS FOUND THAT THE
LOCAnONS ARE: IN CONFLICT WITH TH£ PROPOSED WORK.
22, TH£ CONTRACTOR SHALL NOnF(AFfECT£0 UnLJTY COMPANl£S (SEE:
8£LOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARnNG
CONSTRUCT/ON NEAR THEIR FACILITIES ANO SHAU COORDINATE WORK
WITH A COMPANY R£PRESENTA n\£.
UND£RGROUNO SERVICF: ALERT '
SOG&:£
SBC
ADflPHIA CABLEVISION cox COMMUN/CA noNS . '
CITY OF CARLSBAD (STRE£TS ANO STORM DRAIN)
• CITY Of CARLSBAD (SEf!fR, WA 71:R ct R£ct.A/1.1£0 WA TrR)
• SAN Dl£CUITO WA TrR DISTRICT ,
• LEUCADIA WASTEWATER DISTRICT
• VALLECITOS WATER DISTRICT
• OU V£NHAIN WA TrR DISTRICT
• BUE;NA SAN/TA nON DISTRICT
• AS APPROPRIA TF:
(800) 422-413J
(800) 660-7J4J
(800) 892-012$
v6o) 438-7741
760} 806-9809
(760) 4J4-298D
(760) 438-2722
(760) 63J-2650
(750) 7SJ-0155
(760) 744-046()
(760) 7SJ-6466
(760} 72/J-IJ40
. ! ;
T: \[ngr\2479\Plan$ \PA-IMPR-STREETS\2479imp02.dwg 10/q5/2004 05: 22: 24 PM PDT
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STREET NOTES
S. D. G. & E. NOTES
t. TH€ £XCA VA TOR SHAU CAR£FUlL Y HANO DIG WITHIN 2-fffT
• Of TH£ NA nJRAL GAS TRANSMISSION LINE:.
2, NO POf!fR OPERA 7£0 EQUIPM£NT SHAU 8£ ALLOf!fO WITHIN
2-FE£T OF ANY PORnON Of TH£ NATURAL GAS TRANSMISSION
· UN£.
.I IF' AN'/ CONTACT OF THE: PIPE: IS MADE:, £V£N IF TH£R£: IS NO
, VISIBLE: DAMAGE, TH£ CONTACT AR£A MUST BE: IMMED/A T£L Y
INSPECTrO BY AN SDGJtE: f!fLDING INSP£CTOR, THIS MAY
S/GN/ACANn.Y DELAY YOUR JOB IF SHORING OR OTH£R SAF£TY
PRECAUnONS ARE NEEDED TO ALLOW TH£ INSPECnON.
4, TO ARRANGE: FOR GAS TRANSMISSION MARI( OUT ANO STANDBY,
• CAIL USA (800) 227-2600,
CONSTRUCTION NOTES
I. ACTUAL STRUCTURAL SECnONS l\!LL BE: DE7£RMIN£D AFTrR "R' VALUE
7£STS HA\£ BEEN CONDI.ICTED .BY A PROFESSIONAL ENG/N££R OF TH£
STA TF: OF CALIFORNIA, PRINC/PAlL Y DOING BUSJN£SS IN TH£: Fl£/_[) OF'
APPLIED SOIL M£CHANICS, ON TH£ PR£PAREO BAS£M£NT SOIi.. TH£ "R'
VALUf TrSTS ANO TH£ £NG/NE£R£D STRUCTURAL SECnON MUST 8!
SUBMl11£0 TO THE: ENGINEERING /NSP£CTOR FOR R£V/£W ANO APPROVAL,
A MINIMUM OF TWO (2) CITY WORKING DAYS 8£FORf TH£ WORK 8£GINS.
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0
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INSTALL 4• SKIP WHITE: LANEL/NE: P£R DETAIL 9.
INSTALL 4• DOUBLE/DOUBLF: Y!:LLOW MEDIAN ISLANI} PER DETAIL 29
INSTALL B' SOLID YMITE: CHANNEL/ZIN(; LINE PER DE:TAIL 311.
INSTALL 5• SOLID YMITE: BIKE: LANI! P£R 0£TAIL J9.
INSTALL 5• SKIP WHITE: BIKE: INTF:RSECnON LINE P£R DfTAIL J9A (200 I.F) 2. S7R££T LIGHTS SHAU BE INSTALLED AS SHOWN ON TH£5£ PLANS,
UND£RGROUNO CONDUIT RUNS, SE;RVIC£ POINTS ANO HANDHOLDS SHAU
Bf SHOWN ON TH£: "AS-BUILT' P(..ANS. NO DIRECT BURIAL STREET
LIGHT FOUNDA noNS ma BE: ALLOflfD. AU LUM/NARI£$ SHAU 8£
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INSTALL 12• $OLIO WHITT! TT-1£RMO PLASnc LIMIT LIN/! ANO "$TOP" PAV£MENT L£GEND.
INSTALL TYPE: IV (L) TT-IERMOPLASTIC ARROW.
·cuTOFF' TYP£. ! •
J. AU UND£RGROUNO UnLlnES ANO LATERALS SHAU 8£ INSTALLED PRIOR TO
CONSTRUCnON OF' CURBS, CROSS GUTT£RS OR SURFACING or STR££TS. @
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INSTALL TYPE: IY (R) TT-IERMOPLASTIC ARROW.
INSTALL 12' SOLID WHITE: TT-IERMOPLASTIC CROSSWALK
4. STORM DRAIN PIPF: SHALL Bl£ REINFORCED CONCR£"!f PIPE WITH A MINIMUM 0-LOAD Of
1,350. FOR PRIVATE STORM DRAINS, PIP£ UP TO 15 PVC MAY 8£ UnLJZEO PROVIDED
OCPTH IS LESS THAN 15 FITT ANO BACKFILL£0 'MTH J/4' ROCK PER SDRSO S-4
INSTALL "BIKE", "LAN[' ANO ARROW TT-1£RMOPLAsnc PAVEMENT L£GENO.
INSTALL "SIGNAL•, • AHE:AD" TT-l[RMOPLASTIC PA VfMENT LEGE:ND.
m'£ •c• ANO PIP£ MITTS AST/,/ STANDARD 30J4 FOR 35 SOLID WAIL PIPE:. INSTALL "STOP". • AHEAD" TT-1£RMOPLAsnc PAVEMENT L£G£NO.
I
INSTALL TWO WAY LEFT 7VRN LANI! P£R D£TAIL 32
INSTALL 12' ','MIT£ Y/£LO LINE (SEE D£TAIL SH£ET 3} -ffi€/l./'-1~tL,is-r1 C,
INSTALL "YIELD" PAVEMENT L£GENO ~ il-/€/t.JvfofL,i-Sf!C.
' ' 6. WH££LCHAIR RAMPS SHALL 8£ INSTAlLED P£R R[QU/REMENTS Of nu 24, CALIFORNIA
ADMINISTRA nVE CODE:. ' , • @ INSTALL DOUBL/£ Y[LLOW NO PASSING ZON£: LIN/£ P£R D£TAIL 22
@ . INSTALL 4• SOLID YMITE: RIGHT EDGE: LINE P£R DfTAIL 278 7. STR[ET TRITS SHAU 8£ INSTALLED PER srcnoN IV D.J OF TH[ CITY OF CARLSBAD
LANDSCAPE: MANUAi.. •
: i
' . 8, FIRF: HYDRANT MARKERS SHALL BE PLACED IN THE: SlRffT WITHIN TH£ UM/TS 0/:WQRK OF
@ INSTALL 12· SOLID WHITE: TT-1£RMOPLASnc LIMIT LIN/£
THIS Pl.AN PER SDRS D WG M19. ·· . · 1iQJE:. ALL SIGNING AND STRIPING STANDARDS AR£ PER CALTRANS TRAFAC MANUAL
UNLESS OTH£RmSE SP£CIFIEO. 9. Al.I. SUR';fY MONUMENTS ANO POINTS THAT AR/£ 0/STURBEO BY THIS WORK SHALi. 8£ .. R£-ESTABLISHED, P£RPETUA TrD, ANO DOCUMENTrO P£R THE: PROFESSIONAL LAN/r
SURVEYORS AC1: • i , '
10. TWO (2) SE:TS OF SURVEY (cur) SHEE7S SHALL BE PROVIDED TO THE CITY £NGIN££RING
INSPECTOR, I . j
' '
! .
I SIGNING AND STRIPING NOTES
1, TH£ CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING ANO STRIPING.
2, SIGNING, STRIPING SNO PA';fM£NT MARKINGS SHAU CONFORM TO TH£ LATrST CALTRANS TRAmc MANUAi., CALTRANS
, STANDARD SP£CIACA nONS (JULY 1999 OR LA TEST VERSION THER£OF). TH£Sf: PLANS AND TH£ SP£CIAL PROVISIONS.
.I AU SIGNING ANO STRIPING IS SUBJECT TO TH[ APPROVAL OF TH£ PUBLIC WORKS DIR£CTOR OR HIS REPRfS£NTA nv!;
PR/DR to INSTALLA noN. '
. 4 .. AN'I DEVIA noN FROM THESE: SIGNING AN() STRIPING PLANS SHALL 8£ APPROVED BY TH£ £NG/N£ER OF WORK ANO
. PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE: IN TH£ R£LO,
S. AU SIGNING ANO STRIPING SHAU 8£ R£Fl.£Cn'>£ PER CALTRANS SPECIACA noNS. STRIPING SHAU BE: R[PAINTED TWO
f!fEKS AFTER /NlnAL PAINnNG. SIGNING SHAU US£ £NCAPSULAT£0 L£NS R£FLECn'>£ SH££nNG (HIGH INTrNSJTY OR [QUAL}.
: • 6, PRIOR TO ANAL ACC£PTANCE OF STR£ET IMPROVEMENT, ALL STRITT STRIPING ANO MARKINGS WITHIN A 500' P£RIM£TrR
.. OF n-1£ CQNTRUCTION PROJECT !WU BE RESTORED TO A "LIKf NEW" CONDlnON, IN A MANNER M£EnNG THE: APPROVAL
. OF THE CITY INSPECTOR,
7, [XACT LOCA noN OF STRIPING ANO STOP UM/TS SHAU BE: APPR0',£0 IJY TH[ PUBLIC WORKS DIR[CTOR OR HIS
PRIOR TO /NA TALLA nON.
8. CON Tr/ACTOR SHAU REMO\£ AU CONFl.lCnNG PAINTrO LIN£S, MARKINGS ANO PA V£M£NT L[GENDS BY GRINDING. D£BRIS
SHALL BF: PROMPn.Y R£MOVEO BY TH£ TH£ CONTRACTOR. .
• 9. AU PAVEMENT L£GENDS SHAU Bf THE I.A/EST VERSION OF THE: CALTRANS METRIC STrNCILS.
10. LIMIT UN£S AND CROSSWALKS SHALL 8£ Fl£LO LOCA TrD. CROSSWALKS SHAU HA\,£ 1(/ INSIDE: D/Mt;NSION UNLESS
OTH£RmSE SPECIFIED.
11, AU CROSSWALKS, LIMIT LINES, STOP BARs, PA ';f/,/ENT ARRO~ ANO PA V£M[NT LEG£NOS SHAU 8£ THERMOPLAsnc
UNLESS OTHERmS£ SP£C/AEO. · ·
12. ARE: HYDRANT PAVEM£NT MARKERS SHAU CONFORM TH£ LATrST CALTRANS TRAmc MANUAL ANO SAN DIEGO
REGIONAL STANDARD DRAWING M-19.
13. AU MEDIAN NOSES ANO FLAR£S SHAU BE: PAINTrO lflLOW.
14. AU SIGNS SHAU Bf STANDARD SIZE: AS SHOWN IN THE: CALTRANS TRAmc MANUAL UNLESS OTH£RWIS£ SPECIAEO.
15. SIGN POST SHAU BE: SQUARE: PERFORATED sm TUBING IWTH BR£AKAWAY BAS[ PER SAN DIEGO R[GIONAL STANDARD
•. ORA'MNG M-45.
CARLSBAD MUNICIPAL WATER DISTRICT NOTES ..
1, WA TrR MAIN ANO APPURTrNANCES SHAU Bf CONSTRUCirO IN ACCORDANCE WITH TH£ "CARLSBAD RULES
ct REGULAnONs FOR TH£ CONSTRUCnON OF POTABLE WATrR MAINS-CARLSBAD MUNICIPAL WATrR
DISTl'/ICT, • OCTOB£f! 199J OR AS AMENDED.
2, TH£ CONTRACTOR SHAU OBTAIN AN £XCA VA noN P£RMIT FROM TH£ DIVIS/ON OF INDIJSTRIAL SAF£TY ANO
PROVIDE: PROOF OF OSHA NOnFICAnON BEFORE: ANY £XCAVAnON ANO SHAU ADH£R£ TO ALL PROVISIONS
OF TH£ STA TE: CONSTRUcnoN SAFE:TY ORD£RS. . .
J, BEFORE: ANY CONN£CnON OR SHUT DOl'M OF VALVES ON £X/ST/NG C.M.W.O. UN£S, A P£RMIT SHAU IJE
OBTAIN[O FROM TH£ C.M. W.D. OfTICE ANO MUST 8£ SIGN£0 ANO APPR0',£0 BY TH£ CITY OF CARLSBAD
DE;PUTY £NGINE£R AN() DISTRICT SUPERIN7£NDENT.
4. A PR£CONSTRUCnON CONFER£NCE M££nNG SHAU IJI! Hao A MINIMUM ON S£VEN (7) DA TS BEFORE:
CONSTRUCTION BEGINS. CONTACT THE CITY OF CARL58AO ENG/NfERING INSPECnON
DEPARTMENT-TEl.£PHQN£ NO. (760) 438-3891 FOR SCHEDULING.
S, TH£ CONTRACTOR SHALL NOTIFY ff/I! CITY OF' CARLSBAD ENGINEERING INSP£CnON D£PARTMENT 48 HOURS
PRIOR TO STARnNG WORK so THAT INSPECnON MAY BE: PROVID£0-T£LEPHON£ NO. (760) 4311-3891.
a. NO TREES OR S7RUCTUR£S SHAU BE: AlLOltE:O IN TH£ WATER UNE: £AS£/.1£NT. AU £X1snNG TRITS ANO
STRUCTUR£S SHALL 8£ R[MOVEO PRIOR TO COMMENCEM£NT OF' WORK-ANY EXC£PnONS SHAU REQUIRE:
WR/11£N P£RMISSION FROM TH£ CITY OF CARLSBAD D£PUTY £NGIN££R. . -
7. AU BUR/£0 COPPER PIPING ANO APPURTENANCES SHAU 8£ PROTrCTrO BY MEANS OF CATHODIC
PROTi:cnON. IF" DEV£LOP£R/OWN£R CONDUCTS A SOILS 7£ST R£PORT ANO D£MONSTRA TrS THAT
PROTECnON CAN BE: PERFORMED IN ANOTHER MANN£R, THE: D£PUTY ENGINEER mu CONS/{)[R ANO
AL7£RNATF: FORM OF PROTrcnoN.
8, THE £XACT HORIZONTAL ANO ';fRnCAL AUCNM£NT ANO TYPE: OF MATERIALS OF TH£ FIRE: LIN/! LOCA TEO
BETW£EN THE OCTrCTOR CHECK VAL,£ ANO BUILDING SHAU 8£ D£TE:CTOR CH[CI( VAL\,£ ANO BUILDING
SHALL Bl! DET£RMINED BY THE CITY OF CARLSBAD AJ?E:. MARSHAi.. ·
9, ALL R£CLAIMED WA TrR MAINS ANO APPURTrNANCES SHAU Bl! CONSTRIJCTrO IN ACCORDANCE: ltlTH TH£
"CARLSBAD REct.AMA noN RULES ANO REGULA noN FOR TH£ CONSTRUCnoN OF REct.AIMED WA 7£R
MAINS-CARLSBAD MUNICIPAL WA TrR DISTRICT.• OCTOBER 1993 OR AS AM£NDED.
10. AU POTABLE WAT£R SERVICES SHAU BE: t• ANO AU POTABLE WA.1ER METrRS SHALL BE 5/8• (UNL£SS
OTH£R'MS£. NOT£0 ON PLANS}. .
11, AU WATER ME:TrR BOX£S SHAU BE: ARMORCAST.
12, MINIMUM STAPACING BETMIN POTABLE WATER LAT£RALS S£f!fR SERVICES SHAU 8E S mr.
t.I TH/£ TOP (1" WATrR METER BOX£S SHALL BE Fl.USH ltlTH TH£ ANISH£0 SURFACE: GRAD£.
SEWER NOTES
1, AU SfOCR MAIN AND APPURTENANCES SHAU 8£: CONSTRUCTrO IN ACCORDANCE: WITH TH£: "CARLSBAD MUNICIPAL WA TrR
DISTRICT'S SEf!fR SYS7£11 -DESIGN CR/7£RIA, STANDARD DRAmNGS ANO SP£C/ACA noNS", LA TrST EDlnON, ANO THE
STANDARD SPECIF/CA nONS FOR PUBLJC WORKS CONSTRUCT/ON, LA TEST EDtnON (GREEN BOOK}.
2. TH£ CONTRACTOR SHAU OBTAIN AN £XCAVAnON P£RMIT FROM rnE: DIVISION OF INDUSTRIAL SAFETY BEFOR/, ANY EXCAVATION
ANO SHAU ADH£R[ TO ALL PROVISIONS OF TH£ STA TF: CONSTRUCnON SAFE;TY ORDERS.
.I 8£FOR£ ANY CONNECnON TO TH£ DISTRICT'S EXISnNG SYSTrM, A PERMIT SHALL Bf: OBTAINED FROM TH£ DISTRICT. IT MUST
BF: SIGN£0 ANO APPROVED BY TH£ CITY OF CARLSBAD DEPUTY CITY £NG/NEER ANO DISTRICT SUP£RINTENDEN1:
4. B[FORf CONSTRUCnON B£GINS IN ANY PUBLIC RIGHT Of WAY, A CITY RIGHT OF' WAY Pt;RM/T SHAU 8£ R£QUIR£0,
5. THE CONTRACTOR SHALL NOTIFY THE: CITY OF CARLSBAD £NG/NE£RING /NSPECnON 411 HOURS PRIOR TO BEGINNING
CONSTRUCnON (TE:L£PHONE: {760} 438-3891.}
SPECIAL NOTES
THE: FOlLOWING NOTES ARE: PROVIDED TO GI\£ DIRECnON$ TO THF: CONTl'/ACTOR BY THE £NGIN££R OF WORK. TH£ CITY
ENGINEER'S SIGMA TUR[ ON THESE PLANS DOES NOT CONsnru11: APPROVAL OF' ANY OF TH£5£ NOT[$ ANO TH£ CITY l1fil NOT BE
RESPONSIBLE: FOR TH£JR £NFORC£M£N1:
1, TH£ LOCA noN OF EXISnNG UnLlnES ARE: BAS£ ON AVAILABLE R[CORO INFORMA noN, CONTRACTOR SHAU V£RIF'I THE:
LOCAnON ANO £L£VAnON OF ALL £XIST/NG FACIUnES (ABO\£ GROUND ANO UNDER GROUND) Wlff/lN TH£ PROJECT S/Tf:. THIS
'MJRI( SHALL BE: P£RFORM£0 SUFF/Ct£Nn. Y H£AO OF CONSTRUCnON TO P£RMIT CITY APPROVE() R£VISIONS TO THE:
CONSTRucnoN PLANS IF ACTUAL LOCA noNS ARE FOUND TO 8£ IN CONFUCT WITH THE PROPOSED WORK. CONTRACTOR SHAU
NOnFY £NG/N££R OF WORK Of ANY CONFLICTS OR ANY OTH£R UnLJTIES £NCOUNTER£0 PRIOR TO PROC££DING WITH CONSTRUCnON, . . .
2. ATTENnON IS CALLEO TO n-1£ POSSIBLE: EXISTrNC£ OF OTH£R unuTY FAC/LlnES OR STRUCTUR[S NOT SHOWN OR IN A
LOCAnON DIFF£RENT FROM THAT SHOf'tH ON THE: PLANS. CONTRACTOR SHALi. TAK£ PR£CAUnONARY MEASURES TO PROTECT
THE unuTY LINES, FACILtn£S, OR STRUCTUR£S, SHOWN ANO ANY 0711£R UN£S, FAC/Un[S, OR STRUCTURES, NOT OF' R£CORO
OR NOT SHOWN ON TH£SE Pl.ANS. ANY PA';fM£NT OR OTH£R £XISnNG SURFACE: IMPROVEMENTS DAMAGED BY CONTRACTOR
SHAU BE R£PLAC£0 AS R£QU!Rfl} BY THE: CITY OF CARLSBAD £NGlf/£ERING DEPARTl,/ENT.
J. SAFE:TY PRECAUnONS ANO AD£QUA TE: BARRICADING TO 8£ IN FORCE BY THE: CON Tr/ACTOR AT AU nM£S. NEITH£R Tl-ft
Ol'M£R NOR THE: £NGIN££R Of WORK IWLL ENFORCE: SAFE:TY M£ASUR£S OR R£GULA nONS TH/£ OWNER ANO/OR APPLICANT
THROUGH TH£ D£'>£LOPER AND/OR CONTRACTOR SHAU OCSIGN, CONSTRUCT, ANO MAINTAIN AU SAFETY OCVICES, INCLUDING
SHORING, ANO SHAU BF: SOLElY R£SPONSIBL£ FOR CONFORMING TO ALL LOCAi., STA11: ANO FE:OCRAL SAFE:TY ANO HEALTH
STANDARDS, LAl+S ANO REGUI.AnONS.
4. ALL LfNGTHS ANO DISTANCES FOR IMPROVEMENTS SHOWN ON TH£5£ PLANS AR[ MEASURED IN A HORIZONTAL PLANE:.
S. THE DISPOSAL OF ANY ASB£STOS CEM£NT PIPE: SHAU BE: IN COMPUANC£ WITH AU CURRENT LOCAi., STA TE: ANO F£DERAL
REGULA noNS.
1/, THE WORK TO BE DON£ SECnON ON rn,s SHITT LISTS TH£ STANDARD SP£C/ACAnONS AN() ORA'MNGS US£0 DURING TH[
IMPRO';f/,/£NT PLAN/GRADING PLAN DE:SIGN. TH£5£ PLANS HA\£ BE£N PR£PAR£0 IN ACCORDANCE: WITH THE: CURRENT
EDlnONS Of THf STANDARD SPEC/FICAnONS ANO DRAWINGS IN £FF£CT ON TH£ DATE Of TH£ SIGNATUR[ BY TH£ £NG/N££R
Of 'MJRK.
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1.6. WHEN A SIGN IS A.TTACHEO TO A POLE:, IT SHAU 8£ MOl,/NTED USING A STANDARD CITY MOUNTING BRACK£T Wlff/ STRAPS.
17. EXISnNG SIGNS REMOVED BY TH£ CONTl'/ACTOR SHAU 8£ DELIVERED BY THE: CONTRACTOR TO TH£ CITY OF' CARLSBAD
PUBLIC WORKS YARD AT 405 DAI( A \£NU/!,
18. AU SIGNS SHOWN ON TH£5£ PLANS SHALL 8£ N£W SIGNS PROVIDED ANO INSTALLED BY THI! CONTRACTOR £XC£PT
THOSE: SIGNS 51'£C/ACALLY SHOWN AS £XISnNG TO RUOCA TrO OR TO REMAIN.
BENCH MARK
DfSCR/PnON: BRASS DISK IN CONCR£TE IN A STANDARD SURVEY 11£1.L ON
C£NTrRLINE OF' a CAMINO R£AL
LOCA noN: COUNTY OF SAN DIEGO BENCHMARK DES/GNA noN NO. RI 800 288+89 EC
ELEVAnON: 311.407 M.5.1.. DA TUM:_-'-'N'CCG.'-CV.CCC0.,_2"'9'------
~,,_ofESSto~ $:p M. S,,,/. 'f( ~ ~.\'t,
"' "ij, ~ -z <> No. 42951 hl 'i,l. Exp. 03-31-06 'II
* *
INSPECTOR' I SHEET I CITY OF CARLSBAD fsHEusl t----+--+----------------+---+----11----+----I 2 ENGINEERING DEPARTh1ENT ~
::====--================:'....:::::::::~ PLANS FOR lHE IMPROVEMENT OF:
BRESSI RANCH
PLANNING AREA 15
0 PROJECTDFSIGN CONSULTANTS
PlANNl!«I t JlN\IJRcNIIINrA • llr«llNBllRlNO t SIJJMlf/OPS
701 B Stree~ Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349 1
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GREGORY M. SHIEWS. R.c.E. +29,1 PAlt REGISTRATION orgCNEJ) SUR\O 0/06/0 POC AS-BU!t.T
J:'\. EXPIRES o.r~Hlll ij'II RE>nEYI: R£\!EYI: DATE INITIAL DWN BY PROJECT NO. DRAWING NO, ,-,. • • ,. 10 ,_ ""f 12S , 0 DA TE INITIAL DA TE INITIAL CHKO BY: ;--=rmt:=,
-~ ·,.. · " MV. .,.r ENGINEER OF WORI< REVISION DESCRIPTION 01HJ;R APPROVAL CITl' APPROVAL RVWO BY: 1.¥!,.._ CT 03-03 415-3B
AS-BUILT J.N. 2479,00
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4• NON-CONTIGUOUS P.C.C. SIDEWALi(
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R/W
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R/N
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STRIP
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P. C. C. SIDEWALK
OVER 6" AB (TYP.)
6" TYPE 'G' CURB
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SE€ SHEET G FOR
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7' 10'
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FIRE HYDRANT
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TRAVEL
FINAL PAVEMENT.
SECTTON
4 IN. A.C./9 IN. A.B.
J':I:
0.5' ACCESS
STRIP
STREET LIGHT
AS SHOWN ON
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UNDERCUT PER
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PUBLIC PROPOSED STREET
TOWN GARDEN ROAD ~--
FROM STA 41+09.JI TO STA t+J/.6!f
T'rPICAL SECTION, NO SCALE
MINIMUM TRAmc INDEX= 8.0
60' R/N
>------------+'--------~---• JO' JO' r JO'
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MINIM\ I TRAmc INDEX= 6.0
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10' 7' 7'
STORM Sff\£R WATER
DRAIN (C-900)
J':I:
UNDERCUT PER
SOILS ENGINEER'S
RECOMMENDA 110N
EXISTING PUBLIC STREET
TOWN GARD[N ROAD
FROM STA 19+00.00 TO StA 41+09.Jt
rrPICAL SECTION, NO SCALE
_/---.,,/4111'i~'rff'~l£C INDEX= 6.0
J' ,J' ,J' J' J'
--I ' 1\-!DE SOLID VrHI TE
YIELD LIMIT LIN£ DETAIL
2'-J" -
CHEVRON SIGN LOCATED ON
CENTRAL INLANDS OPPOSITE
E'vFRY ENTRY (w/RIO SIGN ABO'vF)
CHEVRON SIGN
ENCH MARK
BLAfiK ON YE"LLOW 6.75 x 1,5' PANEL
DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SUR\.£Y rlfLL ON
CE'NIERUNE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO B[NCIIMARK DESIGNA noN NO. Rt800 288+89 EC --w-rcHLtNG -seG 1-ePr ELEVATION: Jtt.407 M.S.L. DA TUM: N.G. V.D. 29
PRomcrDF.SIGN CoNSULTANIS
PL1NN1!«J • l!NvDl£MmNTAr. • i!NG1N11muNo ♦ SVIMIY/OPS
701 B Street, Suite 8001 San Diego, CA 92101
AID S1RfflG Pt.AN TOMI OAll)EN RO. 619-235-M71 FAX 619-234-0349
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INSPECTOR
BRESSI RANCH
PLANNING AREA 15
TRAFRCCfiCLE
PPROVED: LLOYD B~S l'r' EXPIRES 12-1-05
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DATE INITIAL DATE INITIAL g~D BJ~~
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J.N. 2479.00
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SCALE: HORIZ. 1'=40' \. @ 41+90.00 J0.00' O.JO' 390.97 J9210 2.97% 401.17 9.07'
. . ;~ PR~DFSI~~Co~~T~-· · · ~t'~;t!~~;,~<~ BENCH MARK .,, I l'lANNJl«l • l!NYllllllMBNrM. i!l'«llNBl!RIM • SIJIM!Y/GPS t; 'J) ~ t
DESCR/PllON: ~B""RA=SS~Dl=SK"'-"-IN~C=ON~CR=E=rE~IN~A~S=TA~N=OA~R=D~S=UR~'lf=Y~l+fl=L~ON~--701 B Stree~ Suite 801}, San Diego, CA 92101 <0 No. 42951 ~
ON C£NT'ERLINE OF' EL CAMINO REAL 619-235-6471 FAX 619-234-0349 ~ Exp. 03-31-06 ~
LOCAllON:
ELEVAllON:
COUNTY OF' SAN DIEGO 8ENCHMARK DESIGNAllON NO. R1800 288+89E(; * *
J11.407 M.S.L DATUM: N.G.V.D. 29 --~~----
DA 11! RECISlRA TION
ElO'IRES 03--31-0S
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REV1EWED BY;/ d. . . ~ -. A.UA -,~/4e./4,
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ADDED STORM DRAIN STUBS. REVISION FOR EXTENSION ~ ' CT:] ~ =L...-fo,=""n"'"NN""1LA=='ru'-"CE.'c",:'!!.u"=p"='-DAe,o:rEc'?.Pc"ER"-""'sm""E;!,,'ET""N,.,.,AM,:,:E""C/l"'"AN:=!.GE+-,--+--4 , sH4EET CITY OF CARLSBAD SH. E6E·T·S.
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2/24/06
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DA TE INITIAL
:NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OlHER APPROVAL CITY APPROVAL
PLANS FOR lH[ IMPROVEMENT OF:
TOWN GARDEN ROAD
BRESSf RANCH PLANNING AREA 1,
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PROJECT NO,
CT 03-03 ~----~
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NOTr: • NOTE;
UNLESS SHOWN OTHER'MSE, TOP OF CURB ELEVA 170N 17'
RIGHT OF CENTERUNt FROM STA 1+77.00 TO STA
4+53.13 EQUALS CENTERUNE ELEVA170N PLUS 0.06'
UNLESS SHO'M/ OTHER'MSF, TOP OF CURB ELEVA 170N 17'
LEFT OF CENTERUNt FROM STA 1+77.00 TO STA
4+52.05 EQUALS CENTERUNt ElEVA170N PLUS 0.06'
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DESCRI P170N: BRASS DISK IN CONCRETE IN A STANOARO SUR'<f:Y MELL ON
ON CENTERUNE OF El CAMINO RtAL
LOCA 170N: COUNTY OF SAN DIE:GO BENCHMARK DE:S/GNA 170N NO. R/800 288+89EC
ELE:VA170N: 311.407 M.S,L. OA TUM:_--'-'N'c".G"". V.c:..O.c.. ""29'-----
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SIGHT DISTANCI! CORRIDOR
PER ANAL MAP
GRE\>\.fflJ M.
PROJECT'DESIGN CONSULTANTS
l'LINNINO • i!NYIDGli!NTAI, • lll«llNBl!IUMJ • SVIM!YIOPS
701 B Street, Suite 800, San Diego, CA 92101
619-23,-6471 FAX 619·234-0349
OATt REGISTRATION DESIGNED PM
EXPIRES Ol-Jl-06 B'!I RE\<EW:
"° .1,. "'"' '&S M\N
SUIMY
RE\IIEWI
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CENTER LINE DATA
NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS
1 NOJ'Ol'13·w -----325.98
2 353'0451" 300.00 36.23
J Nt0'02"22"W -----67.44
CURB DATA
NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS
1 8416'12· 43.00 63.24 6" TYPt 'G' C ti G
2 N001124·w -----13.62 •
J NJJ'Ol lJ"W -----13.52 •
4 NOJ'Ol 13"W -----248.95 •
~ 4'58'59• 283.00 24.61 .
6 N21'5J'48"E: -----12.73 .
7 N1614'46"W -----17.14 •
a N03'45'55"W -----16.21 •
9 NJ81a·40-w -----IJ.39 •
10 51121" 317.00 28.72 .
11 NOJ"07'13'W -----248.96 •
12 N26'52'47't -----13.52 •
1. N06"0J'03"W -----13.66 •
14 8411'35" 43.00 63.19 6" TYPt 'G' C ti G
SEWER DATA
NO. DELTA OR BRG. f?ADIUS(fl, LE:NGTH(fl) REMARKS
I N03"07"1J"W -----123.46 8" PVC (C-900)
(]) 353"04'51" 300.00 36.23 •
J NI0"02'22·W -----37.40 · 8" PVC fC-9001
WATER DATA
NO. DELTA OR BRG. RADIUS(fl, LENGTll(ft) REMARKS
1,, NOJ"Ol"/3 w -----318.95 8" PVC CLASS 200 •
2; 353"04'51" 293.00 J5.J8 •
;J~ NI0"0222"W -----Jl.40 8" PVC CLASS 200 •
• PRESSURE ZONE 550
"AS BUil T"
RCE 4Z.15I
PRIVATE CONTRACT
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UNLESS SHOWN 071/ER'MS/!, TOP OF CURB ELEVA TIO/:/ 19'
LEFT ANO RIGHr OF CENTERLINE FROM STA 2+20.J~ TO
STA 4+21.69 EQUALS CENTERLINE ELEVATION PLUS O.OJ~
CENTER LINE DATA
NO. DEL TA OR BRG. RADIUS(ft LENGTli(ft) • REMARKS
1 • NOJ'OlJJ"W -----40.56 CL FINN/I.A Pl.ACE
2 29 '22'26 • 290. 00 148. 68
J N26'14'5J'E: -----76.6J CL FINN/ti, Pt.ACE
NO. DEL TA OR BRG.
1 NOJ'OJJJ"W
2 29'22'26"
J N26'I4'5J"E:
4 8J'04'05"
, 8J'04"05"
8 N2614 /iJ'E
7 29'22'26'
8 NOJ'Ol JJ"W
NO. DELrA OR BRG.
< D NOJ'Ol JJ"W
~ 29'22'26"
!<J5 N26'I4'5J'E:
NO. DELTA OR BRG.
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2 27'/i8'07"
Q) N66'J822'W
CD N65'J9 08"W
CURB DATA
,IDIUS(fl LENGTli(ft)
-----40./56
J09 1/58.42
-----2J.8
JO 4J.49
JO 4J.49
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271 IJ8.9J
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WATER DATA
,ID/US(ft LENGTli(ft)
-----40./58
28J 145.09
-----40.70
. SEWER DATA
,IDIUS(ft LENGTli(ft) ·
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290 141./56
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REMARKS
6-rrPEr;C<kG
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8' PW CLASS 200
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8" PVC C-900
6" PW W?::R J/5
6" PW SOR J/5
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SEWER LATERAL TABLE
NO. srA TION fJ MAIN LENGTli DROP TO MAIN I.E. @ MAIN I.E. fJ R/W
J
4
J+95.00
4+00.00
J2.00' 1.20· J99.J9 406.47
J2.00' 1.20' J99.47 406.55
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2+00
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PLANNJN0 AHE:A 16
FU1UHE COMMEHCJAL/
HE1AJL
SLOPE TOP OF CURB DEPTH BELOW
fJ SEl+!R T.C. fJ P. L.
19.60Jf 411.47
19.60Jf 411.55
5.00'
5.00'
PLAN: FINNILA PLACE •
SCALE: HORIZ. 1 •,.40'
BE"CH MARK
DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SUR';fY l+EI.L ON
ON CENTERLINE OF EL CAMINO REAL
-----1-----1!----l--+--+--+--+---t--.......... , , ..
5+00
R/W
6" rrPE •a• CURB
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PROJECT DP.SIGN CONSULTANTS
PLINNINo • l!NWlaOIBNTAr. • llNOINBl!RINO • SVIMIY/Gl'S
701 B Street, Suite 800, San Diego, CA 92101
619-235•6471 FAX 619·234•0349
LOCATION: COIJNrt OF SAN DIEGO BENCHMARK DES/GNA TION NO. R/800 288+89EC
DA TE REQSlRA TIDN 0£SIGN..,, PM
ELEVAnON: Jll.407 M.S.L. E»'U<l:S 03-31-00 BY: RE\11[\1\ .,_,,_.," . M;f? f/lW
SIJRYEY
RE',IE\11
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1J'
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19'
7' 12'
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64' R/W
J2'
19' IJ'
12' . 1'
TRA\/El. .fARK/I l
rt--F/NAL PAOOT · ·
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4 IN, A.C./9 JM A.a
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7'
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WATER
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~UNDERCIJT PER
SOILS ENGINEER'S
R£COMMENDA TION
0.5' ACCESS
STRIP
R/W
5'
IJ'
Z5'
UNDERCUr PER
SOILS ENGINEER'S
RECOMMENDA TION
J2'
7'
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19'
12'
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STORM
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62'
JO'
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,-S!C110tl + IN, AC./9 IN-, A,9.
SEWER
(C-900)
7'
WATER
6" T'rP.
,, .
18'
12.5'
R/W
'-0'
STRIP
6" rrPE •a• CURB
,k GUTTER (TYP.}
PUBLIC PROPOSED STREET PUBLIC PROPOSED STREET
FINN/I.A Pl.ACE
FROM STA I+ l:J.85 TO STA 4+86.25
rrPICAL SECTION, NO SCALE
MINIMUM TRAmC INDEX~ 6.0
TOWN GARDEN ROAi)
FROM STA 43+71.77 TO STA 44+41.14
rrPICAt SECTION, NO SCALE
MINIMUM. TRAFFIC INDEX ~ 6. 0
"AS BUILT"
_.a. PRIVATE CONTRACT INSPECTOiy'
ADDITIONAL SHEET -,-,-, SHEET CITY OF CARLSBAD III02/04i""'l1\ EXTEJ/SION OF RNN/1.A Pl.AC£ TO GAlcWAY ROAD. :JI.Jtl/,,,J, • rr] rn
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PLANS FOR TIJE IMPROVEMENT OF:
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BRESSI RANCH PLANNING AREA 15
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DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
O11-iER APPROVAL CITY APPROVAL
OWN BY: PROJECT NO,
CHKD 8!~ CT 03-03 RVWD BY: •
AS-BUILT
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415-38
J.M. 2479.00
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