HomeMy WebLinkAboutDWG 420-6; CT 04-04; LA COSTA RIDGE NEIGHBORHOOD 2.5; 01-08GENERAL NOTES 1
I. 1HIS PW/ SUPERSEDES All 01HER PLANS PREYIOUSLY APPROVfO BY 1HE C/)r
OF CARLSBAD REGARDING IMPROVfMENIS SHOWN ON 1HIS SET OF PWIS. I
2. APPROVAL OF )HIS PW/ DOES NOT LESSEN OR WA/\IE' /WY PORTION OF j f
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVN. Clf
STANa-\ROS OR 01HER ADDITIONAL DOCUMENIS USTEO HEREON AS 1HEY Y
PERTAIN TO 1HIS PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE: SWIL
REVISE: 1HESE: PIMS WHEN NON-CONFORMANCE: IS DISCOVfREO.
J. ~:;zav~ ~=:T ::~E: 1H%oRi~o:ER :R ::i~~f;NO
OMISSIONS DISCOVfRED OUR/NG CONSTRUCTION. ALL PW/ REVISIONS SWIL~
BE: PROMPTLY SUBMITTED TO 1HE: C/1Y ENGINEER FOR APPROVAL I
4. A RIGHT-OF-WAY PE:RMIT FROM 1HE: CITY ENGINEER WILL BE: REQU/REO FOR Alf.
WORK IN 1HE: PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, ,A
CERnFICI.TE OF INSURANCE MUST BE FILED NAMING 1HE: CITY OF CI.RLSBAD
AN NJomoNAL INSUREO ON 1HE: PERMITTEE:'S POLJCY IN )Hf MINIMUM AMOUN
OF $1,000,000.00, FOR EACH OCCURRANCE: OF LIABILITY. 1HE: INSURANC
COMP/WY WRlnNG 1HE: POUCY MUST 1-11\/E' A RAnNG OF "A AND A SIZE
CI.TEGORY OF CLASS VAS ESTABUSHED BY "BESIS" KEY RAnNG GUIDE. I
5. NO WORK SHALL BE COMMENCEO UNnL All PERM/IS 1-llVf BEEN OBTAINED rlioM
1HE CITY ANO 01HER APPROPRIATE: AGENCIES. 1 ·
8. REVISION OF 1HESE PWIS MAY BE REQUIRED IF 1HE: PROPO$E:O
IMPROVEMENIS ARf NOT CONSTRUCTEO PRIOR TO 1HE DENJLINE £l.lTE: OF rE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MAOE TO 1HESE PLANS Wl1HOUT 1Hf WR/1TE:N APPROVAt
OF 1HE CITY ENGINEER, NOTE:D Wl1HIN 1HE REVISION BLOCK, ON 1H
APPROPRIATE: SHEET OF 1HE PLANS ANO nTLf SHEET.
8. ORIGINAL ORAWINGS SHAU. BECOME 1HE PROPERTY OF 1HE CITY UPON BE/iG
SIGNED BY 1HE CITY ENGINEER. I
9. 1HE ORIGINAL ORAWING SHALL BE REVISED TO RERECT AS-BUILT CONDITIONSl'
BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCfPTANCf OF 1HE WORK BY 1HE
Cl TY.
10. ACCESS FOR FIRE ANO 01HER EMERGENCY VEHICLES SWILL BE MAINTAINED 0
1HE PROJECT SITE AT All nMES DURING CONSTRUCTION, j
,r. WHERE TRENCHfS ARE Wl1HIN CITY EASEMENIS, A SOILS REPORT COMPRISE:O o4
(A) SUMMARY SHEET, (BJ I.ABORATORY WORK SHIBS ANO (CJ COMPACnpN
CURVfS, SWILL Bf SUBMITTEO BY A PROFESSIONAL ENGINEER OF 1Hf STA!!:' 9"
CAIJFORNIA, PRINCIPALLY DOING BUSINESS IN 1HE: FIELD OF APPLIED SOILS
1 MEC/-IINICS. )Hf SO/LS REPORT WILL BE SUBMITTEO TO 1HE: CITY ENG/NEERING I
INSPECTOR Wl1HIN TWO WORKING £l.l)S OF COMPLETION OF FlflD TESTS. 1 WRITTEN FIELO COMPACnON RfPORT(S) SHALL BE: IMMEDIATEI.Y SUBMITTED
1HE: CITY ENGINEERING INSPECTOR UPON COMPLE:TION OF 1HE: FIELD TESIS.
12. A PRECONSTRUCDON MffUNG SHAil Rf HQ Q AT lli( Sf/( PRIOR TO 11-f
BE:GINN/NG OF WORK ANO SHALL BE: ATTENDED BY ALL REPRESENTATNES
RESPONSIBLE: FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESnNG ANO All I
01HER ASPECIS OF 1HE: WORK. 1HE CONTRACTOR SHALL SCHEOULE )Hf MEE:t/NG
1HROUGH 1HE PERMIT ClLRK(4J8-J634) AT LEAST F/Vf(5) WORKING £l.l)S PRIOR
TO STARnNG CONSTRUCTION. APPROVfO DRAWINGS MUST BE AVAIi.ABLE: PRIOR m
SCHEDULING. · 1
IJ. All INSPECTION R[QUESIS 01HER 1HAN FOR PRECONSTRUCTION MEE:nNG WILL k
MAOE BY Cl.LUNG 1HE: ENGINEERING 24-HOUR INSPECTION REQUfST UNE AT
(760) 4J8-J891./NSPECTION REQIJESIS MUST BE RECEl'IEO PRIOR TO 2:00 P.M)
ON 7Hf (l'.Y BEFORE" 7Hf INSP[CDON IS NITDfQ. INSPECTIONS WILL BE MADf:
1HE NEXT WORK £l.lY UNLESS YOU REQUEST 01HERWISE. REQIJESIS MAOE 'fTER
2:00 P.M. WILL BE SCNEOULEO FOR TWO FULL WORK £l.l)S I.ATER. I
14. 1HE OWNER ANO/OR APPUCI.NT 1HROUGH 1HE: DEVfl.OPER ANO/OR CONTRAPfOR
SWILL DESIGN, CONSTRUCT ANO MAINTAIN ALL WETY DEVICES, INCLUDING I
SHORING, ANO SHALL BE SOlflY RESPONSIBLE: FOR CONFORMING TO ALL LDC¥,
STATE ANO FfOERAL WETY ANO HEALTli STAN£l.lRDS. I.AWS ANO REGUI.ATIONS~
15. 1HE CONTRACTOR SWILL CONFORM TO I.ABOR CODE SE:CTION 6705 BY SUBMI
A DETAIL PLAN TO 1HE CITY ENGINEER ANO/OR CONCERNED AGENCY SHO NG
1HE: DESIGN OF SHORING, BRACING SLOPING OR 01HER PROVISIONS TO BE E:
OF WORKER PROTECTION FROM 1HE: HAZARD OF CI.VING GROUND OUR/NG 1HE:
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG 1HE PIPE INSTALi.A N
1HEREIN. 1HIS .Pl.AN MUST BE PREPAREO FOR ALL TRENCHES FIVf FEET (SJ 0
MORE IN OEP1H ANO APPROVfD BY 1HE CITY ENGINEER ANO/OR CONC , NED
AGENCY PRIOR TO EXCAVA110N. IF 1HE Pl.AN VARIES FROM 1HE SHORING S)STEJ.I
STANDARDS
ENGINEER AT 1HE: CONTRACTORS EXPENSE. A COPY OF 1HE 05/-ll EXCAVA
PERMIT MUST BE: SUBMITTEO TO 1HE: INSPECTOR PRIOR TO EXCI.VAT/ON.
16. IF /WY ARC/-llEOLOC/CAL RESOURCES ARE DISCOVfREO Wl1HIN /WY WORK ZO
DURING CONSTRUCTION, OPERAnONs WILL CEASE: IMMEDIATEI.Y, ANO )Hf
PfRMITTfE WILL NOnFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNnL 1HE: PERMITTfE /-IIS RECEIVED WRITTEN AU1HORITY FROM 1HE: CITY
ENC1NEER TO 00 SO.
17. ALL OPERATIONS CONOUCTE:D ON 1HE SITE: OR ADJACENT 1HERETO, /NCLUDL
WARMING UP, REPAIR, ARRf'IN. DEPAR71JRf OR OPERA110N OF TRUCKS
EAR1HMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO /WY 01HER ASSOCIATf!I
GRAOING EQUIPMENT SHALL BE UM/TEO TO 1HE PERIOD BETWEEN 7:00 A.M. ANO I
SUNSET EACH £l.lY, MON£l.lY 1HRU FR/£l.lY AND NO EAR1HMOV/NG OR GRAD/NG
OPE:RATIONS SWILL BE: CONOUCTEO ON WEEKENDS OR HOLl£l.l)S. (A UST OF Gil
HOLJ£l.l)S IS AVAIi.ABLE: AT 1HE: ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE: /-IIUL ROUTES SHALL BE SUBMITTED BY 1HE: CONTRACTOR TO f
CITY ENGINEER FOR APPROVAL TWO FUU. WORKING £l.l)S PRIOR TO BE;GINNING OF
WORK. 1HE CONTRACTOR SWILL BE RESPONSIBlf FOR /WY DEBRIS OR £l.lMAGE
OOCURRING &/NG IHE tl',UL ROUTE OR ADJACE;NT STRffTS AS A RESUl,T OF 11-1£
GRADING OPERATION. I
19. NO 81.ASnNG SWILL BE COMMENCED Wl1HOUT A CITY ENGINEER APPROVED
Bl.AST/NG PROGRAM.
20. 1HE: EXISTENCE ANO LOCI.TION OF UTILITY STRUC71JRES ANO FACILmES SHOWN
ON 1HE: CONSTRUCTION Pl.ANS WERE OBTAINED BY A SEARCH OF 1HE: AV."'"'"fL
RECOROS. ATTENTION /S Cl.llfO TO 1HE POSSIBLE EXISTENCE: OF 0TH
unLITY FAC/LlnES OR STRUC71JRES NOT SHOWN OR IN A LOCATION 0/fffRENT
FROI.I THAT SHOWN ON 1Hf PWIS. 7Hf CONTRACTOR IS REQUIRED TO TAKE f
PRECI.UTIONARY MEASURES TO PROTE:CT 1HE ununES SHOWN ON 1HE PWIS l
/WY 01HfR EXISnNG FACILITIES OR STRUC71JRES NOT SHOWN.
21. 1HE: CONTRACTOR SHALL VfRIFY 1HE: LOCATION OF All EXISTING FACILITIES
(ABOVfGROUNO ANO UNDERGROUNO). Wl1H/N 1HE PROJECT SlrE sumCIENTL
AHEAD OF 1HE: CONSTRUCnON TO PERMIT 1HE REVISIONS OF 1Hf CONSTRUC~i PWIS IF IT IS FOUNO THAT 1HE: ACTL/AL LOCATIONS ARE IN CONFIJCT Wl1H 1HE: PROPOSED WORK. ·
22. 1HE C;NTRACTOR SHALL NOn~ AFFfCTED Unl..lTY COMPANIES (SEE BflOW) AT
LEAST TWO FULL WORKING £l.l)S PRIOR TO STARnNG CONSTRUC110N NEAR 1HEI
FACILmES ANO SHALL CDOROINATE: WORK Wl1H A COMPANY REPRESENTAT1VE. I
SDG&:E: f-760)480-t•l UNDERGROUNO SERVICE: ALERT -800-422 41J3
PACIFIC Bill l-;-892 012J
COX COMMUNICATIONS (160 06-9Q09
£l.1Nlf1S CI.BLEVISION (76 ~4JB-5;l41
AOflPHIA CI.BLE COMMUNICATIONS (760 4J8-~741
CITY OF CARLSBAD(STREEIS AND STORM DRAIN) (760 438-2~80
b\RtsBAO MUNICIPAL WATE:R DISTRICT(WATER,SEWER,RW) (160)438-2122
'SAN 0/EGUITO WATER 0/STRICT (160)6JJ-~650
*I.EUCAOIA WASTE:WATER DISTRICT (760)753-0155
VALLECITOS WATE:R DISTRICT (160)7H-d460
'0/.MNHAJN WATE:R DISTRICT (760)75J-6466
*BUENA S'oNITATION DISTRICT (760)726-1 40
'AS APPROPR TE
HUNSAKER
& ASSOCIATES
SAN DIEGO. lt-.lC
PlJ\NNJNG 70179 Huennekens Street
ENo..:;INEERING San Dieg,,, Ca 92121
SURVEYING PH(BSB)SSd-4500· FX(BSB)SSB-1414
STREET NOTES ENGINEER'S NOTES ENGINEER'S NOTES (CONT.) WORK TO BE DONE
1. ACTUAL STRUC1VRAL SECnONS WILL BE: DE:TE:RMINE:D AF1£R "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE:
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIE:LD OF APPLIED
SOIL MECHANICS.ON THE PRE:PARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUC1VRAL SE:CT/ON MUST BE SUBMITTED TO THE
ENGINE:E:RING INSPfCTOR FOR RE:VIE:W AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE: THE WORK BE:GINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE: PIANS,UNDERGROUND
CONDUIT RUNS, SfRVICf POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PIANS. NO DIRECT BURIAL STREET LIGHT FOUNDAnONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE:.
J. All UNDERGROUND UTILITIES AND IA TE:RALS SHALL Be INSTALLE:O PRIOR TO
CONSTRUCnON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE RE:INFORCfD CONCRE:TE: PIPE: WITH A MINIMUM
D-LDAD OF 1,J50 OR ASBE:STOS CE:MENT PIPE: WITH A MINIMUM 0-LOAD OF
2,000. FOR PRIVATE: STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDE:D DEPTH IS LE:SS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK
PER SDRSD S-4 TYPE: ·c· AND PIPE McETS ASTM STANDARD JOJ4 FOR SOR 35
SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE: LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET ARE:AS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER ARE:AS THE PIPE WILL BE PLUGGfD
WITH CONCRE:TE: OR REMOVE:D AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQU/RE:MENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE COOE.
7. STRE:ET TREES SHALL BE INSTALLED PER SECTION N D.J OF THE CITY
OF CARLSBAD LANDSCAPE: MANUAL.
8. FIRE HYDRANT MARKE:RS SHALL Bf PIACE:D IN THE: STREET WITHIN Tl-IE UM/TS
OF WORK OF THIS PLAN PER SDRS DWG 1.119.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DIS1VRBE:D BY THIS WORK
SHALL BE RE-ESTABLISHED. PERPETUATE:D, AND DOCUMENTE:D PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHE:ETS SHALL BE PROV/OED TO THE CITY
ENGINEERING INSPE:CTOR.
DECLARATION OF ENGINEER OF WORK;
1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR RE:GUIATIONS. Tl-IE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE: ANO FEDERAL SAFETY AND HEALIH STANDARDS, LAWS AND REGULAnONS.
2. CONTRACTOR HAS SOLE: AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING Tl-IE COURSE OF CONSTRUCT/ON OF T/-1/S PROJE:CT.
INCLUDING SAFETY OF ALL PE:RSONS AND PROPE:RTY. THIS REQUIREME:NT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. Tl-IE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RE:AL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF IHE ENGINEER.
J. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT All SLOPES, STREETS,
UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE: WIIH THESE: PLANS.
IF THERE IS ANY QUE:ST/ON RE:GARDING THE:SE Pl.ANS OR FIE:LD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BE:FORE DOING ANY
WORK BY CALLING /Hf £NG/NEER OF WORK AT (858) 558-4500. 1HE CONTRACIOR
SHALL ALSO TAKE THE NE:CE:SSARY STEPS TO PROTECT THE PROJECT AND
ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT
RESULT FROM HIS OPERATIONS BY APPROPRIATE ME:ANS (GRAVEL BAGS,
HAY BALE:S, TE:MPORARY DESILnNG BASINS, DIKES. SHORING, ETC.) UNTIL
SUCH nME: THE PROJECT IS COMPLE:TE:D AND ACCEPTED FOR MAINTE:NANCE
BY THE OWNER.
4. THE EXISTE:NCE: AND LOCATION OF UNDERGROUND UTILITIES SHOWN HE:REON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON THE:SE PIANS. BE:FORE EXCAVAnNG FOR
THIS CONTRACT, THf CONTRACTOR SHALL MAKE EXPLORATORY E:XCAVAnONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND
UTILlnES AFFECTING THE WORK, WHETHE:R SHOWN ON THf PLANS OR NOT.
SPECIFIC ATTENTION SHALL BE: MADE IN ARE:AS WHERE Tl-IE PROPOSE:D
IMPROVEME:NTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE: ENGINEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATE:RIALS FDR Tl-IE
PROJE:CT, AND ALLOW SUFFICIENT TIME: FOR REVIS•ON TO THESE: PLANS IF
AS-BUILT LOCAnON OF EXISTING UT/UTIE:S RfQU/RE: CHANGES TO IHE DESIGN.
5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS WE:LL AS EXISnNG UTILITIES NOT SHOWN HEREON. CONTRACTOR
SHALL REPAIR OR RE:PlACE: ITE:MS REQUIRED TO REMAIN IN PIACE WHICH ARE:
DAMAGED, DURING THE: COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
9.
10.
12.
1J.
1 ..
15.
16.
Tl-IE CONTRACTOR SHALL NOTIFY Tl-IE SURVEYORS 48 HOURS PRIOR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. Tl-IE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK
WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN HERfON. Tl-IE CERTIFICAnON SHALL INCLUDE ALL
ITEMS REQUIRED BY THf APPROVING AUTI-/ORITY.
THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF TI-/ESE PIANS ONSITE AT ALL TIMES FOR USE BY THE:
E:NGINEER OF WORK, SOILS ENGINEER ANO IHE: CITY INSPECTOR. IHE GENERAL
CONTRACTOR'S SUPERINTE:NDANT IS REQUIRE:D TO UPDATE: SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRE:SSES. SAID PIANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE:
UPON COMPLETION OF THE PROJECT. AND BECOME THf PROPERTY
OF THE: ENGINEER OF WORK.
STATIONING OF DRIVEWAYS, IATERALS AND PROPERTY LINES ON CUL DE:
SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS
ARE AT THE CURB.
RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED Pl.ANS, A SEPARATE PERMIT AND INSPECTION
IS RcQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
THE: SOILS RE:PORT AND ALL IHE SUPPLEMENTS !HEREOF ARE INCORPORATE:O
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCnON SHALL CONFORM
WITH AND BE SUBJE:CT TO ANY TE:STING OR INSPECTION REQUIREMENTS
IN THE: Rf PORT.
CONTRACTOR SHALL INSTALL IHRUST BLOCKS AT ALL ANGLE: POINTS AND TEES
IN WATER SYSTEMS PURSUANT TO ITIE: APPROPRIATE WATE:R DISTRICT STANDARD.
CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN /NOICAnNG ALL STREET LIGHT
CONDUIT RUNS, ACCE:SS POINTS, HAND HOLES AND SERVICE: POINTS PRIOR
TO ENERGIZING ITIE: SYSTEM.
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRE:SENTATION OF Tl-IE
CALCULATED HGL DURING mE: DESIGN STORM, AS RE:QU/RE:O BY mE: CITY. THE:
CALCULATE:D HGL CAN BE FOUND IN THE APPROVEO STORM ORA/NAGie REPCRT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
RESPONSIBLE FOR USE OF' ITIE HGL SHOWN HEREON, BY 01HERS, WHEN MAKING
ADDITIONAL CONNE:CnONS OR RE:ALIGN/NG THE: SYSTE:M. CHANGES TO THE:
SYSTE:M, REQUIRE: APPROVAL OF A REGISTERED E:NGINE:ER RESPONSIBLE FOR
THE RE:VISIONS.
ALL SEWER LINE BEDDING SHALL BE .J/ 4 • BACKFILL PER SDRSD S-4,
TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. .JO.J4 FOR SOR JS
SOUO WALL PIPE:.
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCc Wini mE FOLLOWING DOCUMENTS,
CURRENT AT THc nME OF CONSTRUCTION, AS DIRECTE:D BY THc CITY ENGINEER.
I.
2.
J.
4.
5.
6.
7.
8.
9.
10.
"·
12.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD ENGINEER/NG STANDARDS.
THIS SET OF PIANS.
THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDAnONS BY GEOCDN, INC. SOILS AND TESTING, INC. DATED,
AUGUST J. 2001, UPDATE LETTER DcC. 20, 2004.
TIie SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-07
CITY OF CARLSBAD RESOLUTl;?N ND. 57J9 .i 5740
VALLECJTDS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS.
STORM WATER POLLUTION PREVENTION PIAN (SWPPP)
PREPARED BY: HUNSAKER &: ASSOC/A TES, DA TE:: f 2/08/0J.
STORM WATE:R MANAGEMENT PIAN (SWMP) .
PREPARED BY: HUNSAKcR &: ASSOCIATES, DATE:: 12/07/04.
CALIFORNIA STORM WATE:R QUALITY ASSOCIATION, STORM WATE:R BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE: OF CALIFORNIA, DEPARTMENT OF TRANSFORMATION,
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY/LOT LINE
E:ASEMENT LINE
LEGEND
STD. DWG. SYMBOL --------
A.G. PAVING/BASE
6" TYPE G CURB &: GUTTER
PEDESTRIAN RAMP TYPc ':<I"
CROSS GUTTER
CONCRE:TE: SIDEWALK
DRIVEWAY
STREET UGHT 9,500 LUM (HPSV)
G-2
G-27
G-12,.
G-7, G-9, G-10
GS-15
c-1", E-2, M-21
STREET SIGN, (TYPE PER PIAN) PER MANUAL SDM-102
~
I I I \ -f·-.. .... ---i~
o-0
QUANTITY
(Si,_, J -f SF
,,J,'flF
J EA
975 SF
12,l'fJ SF
J EA
I HEREBY DECLARE: THAT THE DESIGN OF THf IMPROVEMENTS AS
SHOWN ON THESE PIANS COMPLIES WITH PROFESSIONAL E:NGINEERING
STANDARDS AND PRACTICES. AS THE: ENGINE:E:R IN RESPONSIBLE
CHARGE OF THE DESIGN OF THE:SE: IMPROVEME:NTS, I ASSUME FULL
RESPONSIBLc CHARGE FOR SUCH DESIGN. I UNDE:RSTAND AND
ACKNOWLEDGE: THAT THE SIGNA1VRE OF THESE PIANS BY
INFRASTRUC1VRE ENGINEE:RING CORP., FOR THE VALLE:CITOS WATER
DISTRICT, IS A REVIE:W OF GENERAL COMPLIANCc WITH DISTRICT
STANDARDS. T/-1/S APPROVAL IS NOT A DETERMINATION OF THE
TE:CHN/CAL ADEQUACY OR ACCURACY OF THE DESIGN OF THc
IMPROVEMENTS. SUCH APPROVAL DOES NOT, THE:REFORE:, RELIEVE ME
OF MY RESPONS/8/LTY FOR THE: DESIGN OF THE IMPROVEMENTS.
6. WHE:RE TRENCHE:S ARE: ADJACE:NT TO FU1VRc BUILDING SITE:S, A LICENSED
SOILS ENGINEER SHALL BE: RETAINE:O BY /HE: OWNER TO COMPLETE NECESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTE:D AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
STORM DRAIN NOTES ON UNIFORM TRAmc CONTROL DE:VICES +
BY. 2 _____ AX/hv:vJ;...-DATE:/1'-1o~_ iA-~~-Tl~N~, ~R=.c~.E:~_-48_6_7_0 ___ ~ -"'f' ~
EXP. 6/30/06
V. W.D. "AS-BUILT'
(SIGNATURE) DATE
RAYMOND L. MARTIN P.E. NO.; 48670
MY REGISTRATION EXPIRES; 6-J0-06 DISCIPLINE R.C.E.
7. THESE Pl.ANS SHOWN THE MINIMUM IMPROVfMENT RfQU/RE:D BY THE
APPROVING AUTI-/ORITY IN ORDER TO OBTAIN PROJE:CT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. Tl-IE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY Tl-IE CONTRACTOR. ANY
ADDlnONAL TESTING BY Tl-IE: SOILS ENGINEER OR OTHER PROFE:SS/ONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
B. PRIOR TO ORDE:RING MATE:RIALS OR BEGINNING CONSTRUCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINE:E:R OF WORK
IN WRITING, WHENEVER THESE PIANS SEEM UNCLEAR.
I.
2.
VALLECITOS WATER DISTRICT
STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS
EXTENSIONS OR ENLARGEMENT OF FACILITIE;;:,
STORM DRAIN PIPES DE:SIGNATED AS HAVING THc HGL AT OR ABOVE: THE
PIPE somr SHALL BE AMDWN RE:INFORCED CONCRErE PIPE w,m REINFORCED
THE:RMOSETT/NG RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE RE:ACH.
COUPLING SHALL MEET THE REQU/RE:MENTS OF ASTM C76, C361, AND C44J.
STORM DRAIN PIPES WITH VELOCITIE:S EXCE:EDING 20 FEET PER SECOND
SWILL 1-llVf A MINIMUM COVER OF 1-1/2 INCH OVfR 1HE 1/WfRT REINFORCING STEEL
/HE CONCRETE DESIGN STRENGIH IN IHESE REACHES SHALL BE fc = 5,000 PSI.
FOR VE:LOCITIES EXCEEDING JO FfET PER SECOND, USE fc = 6,000 PSI.
AND
"DECLARATION OF RESPONSIBLE CHARGE" THE: OWNER OF THE PROJECT DESIG~'ATE:D IA COSTA RIDGE: NEIGHBORHOOD 2.5 HAS REVIEWED DISTRICT
ORDINANCE NO. 115, ADOPTE:D NOVEMBE:R 1. 1995, AND AGRE:ES THAT THE: PROJfCT:
CARLSBAD
I HEREBY DECI.ARE THAT I Al.I 1HE ENGINEER OF WORK FOR 1HIS PROJECT, THAT I
1-llVf EXERCISE:D RESPONSIBLE: CHARGE OVfR 1HE DESIGN OF 1HE: PROJECT AS
OEFINED IN SE:CnON 670J OF 1HE BUSINESS AND PROFESSIONS CODE:, ANO THAT
1HE OES/GN IS CONSISTENT Will/ CURRENT STANa-\ROS.
I UNDERSTAND THAT 1HE CHfCK OF' PROJECT ORAWINGS AND SPfCIF/CAnONS BY
1HE CITY OF CARLSBAD DOES NOT Ra/EVf ME, AS ENG/N[fR OF WORK. OF MY
RESPONSIBILlnES FOR PROJECT DESIGN.
FIRM: HUNSAKER &: ASSOCIATES
ADDRESS: 10179 HUENNEKENS AVf
CITY, ST.: SAN OIEGO Cl.
i~-(858)&--4500
BY, -~~;/,_~/J,~aJc..,_=~~~----~DA~ZE~· ~,(o S-
RA».IONO L MARnN
P.E. NO.: RCE 48670
EXPIRATION £l.lTE:: _.6,..,IJ0=/0~6~--------
l8J
□
IS NOT ELIGIBLE: FOR A REIMBURSEMENT AGREEMENT.
IS E:LIGIBLc FOR A REIMBURSEMENT AGREEMENT AND:
□ WILL EXECUTE: AN AGREEMENT WITH THE: DISTRICT.
l8J WILL NOT EXECUTE: AN AGRfE:MENT WIT/-/ THE DISTRICT.
RE:IMBURSEME:NT AGREE:MENTS SHALL BE: EXECUTE:D PR/DR TO FINAL ACCEPTANCE: OF Tl-IE
APPLICANT'S PROJECT.
SIGNED BY: ~h,
PR£SONH.L£W/S, P.E.
R.C.E. 45927 EXP. 12/02
PROJECT LOCATION
SOURCE OF TOPOGRAPHY
R. J. LUNG ANO ASSOCIATES, 28J2 WALNUT AVENUE, 71JSnN. Cl.. 92680.
(114) 832-2077, AERIAL PHOTOGRAPHY Fl.OWN OCT. 25, 1999.
1HIS PROJECT IS LOCI.TEO W/1H/N ASSESSORS PARCfl NUMBER(S)
22J-010-12. 223-010-19. 223-010-27, 223-010-29. 22J-0JU-J5. 22J-010-J7
22J-021-09. 22J-021-12. 22J-021-16. 222-151-80. 222-470-23. 222-•10-25
1HE CAIJFORNIA CDORDINArE INDEX OF 1HIS PROJECT IS
N ____ -111.1.JL. ____ E 6268
\ \
...,I
'17%.
0
0
"1.
ALGA
LAGOON
COSTA
\ \' CITY OF ENCINITAS
'-"'l
' VICINITY MAP
NTS
LEGEND OF ABBREVIATIONS
TC
GB
BVC
EVC
VP/
BC
EC
HP
TOP OF CURB
GRADE BRE:AK
BcG/N VERnCAL CURVE
END VERnCAL CURVE
POINT OF INTERScCTION
BEGIN CURVE
END CURVE
HIGH POINT
PR
BW
N.T.S.
CITY OF
SAN MARCOS
II
LA COSTA RIDGE:
NEIGH. 2.5
PRESSURc REDUCING
BOTTOM OF WALL
NOT TO SCALE
EX. DOUBLE STREET NAMc
12" WHITE: LIMIT LINE, "STOP" PAVEMENT LEGEND
PER CAL TRANS STO. PIANS A24E &, A24D {THERMOPIASTIC)
STREET CENTE:RLINE MONUMENT
EXISnNG STORM DRAIN
STORM DRAIN (SIZE PER PLANS)
CURB INLET TYPc "B-1 •
CLEANOUT TYPE ':-1--1 •
CLE:ANOUT TYPE "8-5 •
SIDEWALK UNOERORAIN
CURB OUTLET
PROPOSED CATCH BASIN TYPE "F"
M-10
D-2", DS-1
D-9
D-10
0-27
D-25
D-7
PROPOSED 8" PVC GREEN (SDRJS) (\,'. W.D.) s-11•,., S-12'"
PROPOSED SEWER MANHOLE '**S-3, ''*S-4
~---= ~~--
~o~ ---~---:.....---=
--s-------
SEWER LATERAL 4• PVC (SDR-35, GREEN OR WHITE)
-s--0---___ __,® (\I. W.O) .,•S-4
EXISnNG SE:WER
EXISTING WA TE:R LINE
PROPOSED 8" D.I.P. CL-J50 WATE:R MAIN
I • AIR &, VACUUM VAL \,f"
2" BLOW-OFF ASSEMBLY
8" GATE VALVE
FIRE HYDRANT ASSE:MBLY WITH MARKER
ENO CAP ASSEMBLY
W-17'"
W-2*0
W-1***
W-14**-, W-16***
W-16'"
1• WATER SERVICE W/ 5/8"X3/4" METER W-6•,.
2• IRRIGA770N SERVICE W/ BACKFLOW PREVENTER ,.W-4
1HRUST BLOCKS
1 • WATER TEST STA noN
W-15'"
W-21'"
" AS MOD/Flm BY 1HE CITY OF CARLSB'./J STANDAROS
,,, Vl+v STANDARD DRAWINGS
·--s-------
ea--,~=-m·.~~-,~• W-···--
w
1• AV.
2· eo•
GV
l-0 §
-3
®
(i)
◄ @
-V.W.D.
/J E:A
71J LF
G EA
). EA
J EA
), l EA
2 EA
2 EA
• l,f'IOLF
. /$'EA
J.J. EA
I 1 (i). 'J LF
SEA
I, EA
5'~
+EA
2 EA
J ;t EA
1 EA
18 EA
3 EA
DWG NO. REFERENCE DRAWINGS ( LP LOW POINT CTB CEMENT TRE:ATE:D BASE
CITY OF CARLSBAD DRAWINGS 2D0-2, 368-2, 205-J, AND 397-38.
SAN DIEGO COUNTY DWG 2887-4.
OWNERS / PERMITTEES
REAL ESTATE: COLI.ATE:RN.. MANAGEMENT COMPANY,
A DELAWARE CORPORATION
1903 WRIGHT PLACc
SU/Tc 180
CARLSBAD, CA 92008
I 760/' 929-2701
LEGAL DESCRIPTION
Bf/NG A SUBDNISION OF LOIS 224, 225, 236 ANO A
PORnDN OF LOT 220, OF 1HE CITY OF CARLSBAD TRACT NO.
99-04-02, VILLAGES OF I.A COSTA -I.A COSTA RIDGE, IN
1HE: CITY OF CARLSBAD, COUNTY OF SAN 0/EGO, STA TE: OF
CI.UFORNIA, ACCORDING TO WP 1HEREOF NO. I 48J8,
FILED IN /HE omcE OF 1HE COUNTY RECORDER ON JUL y
14, 2D04.
BASIS OF BEARING s FL FLOW LINE RP RADIUS POINT
' ST. STREET EOP EDGE OF PAVEMENT VWQ NOTE:; ENGINEER Of' WORK
DR THIS SURVEY IS THc CALIFORNIA COORDINATE RT RIGHT CDS CUL-DE-SAC NEW STREETS SHALL BE CONSTRUCTED 1991. JS EPOCH, NORTH AMERICAN DA TUM OF t.; ,\~ LT LEFT RCP REINFORCED CONCRETE PIPE TO SUBGRADE PRIOR TD THE INSTALLA.TION NGS BETWEEN STATION VWD-.3075 AND STAnON ,. J', STORM ORAIN 1W TOP OF WALL SD OF THE PUBUC WATE:R OR SEWER SYSTE:M
THE BASIS OF BEARINGS Fi
SYSTEM -19BJ, ZONE vi,
198.J (NADBJ), GRID BEARI
VWD-JOBS AS SAID COORD
SURVEY CONTROL NETWORK
1727', FILED IN THE OFF/C
FEBRUARY 8, 2002.
INATES ARE PUBLISHED IN me CITY OF CARLSBAD
ESTABLISHED BY RECORD OF SURVEY MAP NO. g " ~ 1./VC MODIFIED VERTICAL CURVE PRC POINT OF REVERSE CURVE ~k-111~
RA ONOL. MARTIN
el~~
DATE
E OF THc SAN DIEGO COUNTY RE:CDRDER ON \ \ . -KNU KNUCKLc
OM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT
IE: N 04'55'J9" W
REFERENCcD BEARINGS FR
Be IN TERMS OF SAID SYS
\/WO-JOBS IS 0.9999J9470
COMBINED SCALE FACTOR.
Tel.I. THE COMBINED SCALc FACTOR AT STATION
GRID OISTANCc = GROUND DISTANCE X Ji ----
i ,
:ii ET INDEX SHE
COVER
KEY
STREET
IMPRO
SfWER
SHEET
WP
SECnONS &: NOTE:S
VfMENIS
I.A TERAL TA/3LE
SHEET I
SHEET 2
SHE:ET 2
SHEET J-7
SHEET 8
~ fi'-afEss,~ ~,v L.li-1 1, -_, ' !? ~ 'i: 'i
0 NO. 48670 f:: \\ EXP. 5/Joi;,€_ '/ ) i'>, 12 '
FIRE HYDRANT LAYOUT PLAN -~ -f~ (F C-'Llfdt. I'
SCALf: 1 "=500' ~
IMPORTANT NOTICE CARLSBAD FIRE DEPARTMENT
SEC770N 4216/4217 OF THE GOVERNMENT CODE REQUIREMENTS: REQUIRES A 0/GALERT IDEN77FICA TION NUMBER BE '_L '~ ' ' ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE NUMBER OF F.H. S F.Fl.OW-1:f:. .P.M. OUT 0/:._ F.H. S
VALID. FOR YOUR 0/GALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT: z.-ITT_NO.X_ F.Fl.OW __ G.P.M. TOLL FREE i -800-422-4133 ~~,, -~1/c,; /WO WORKING DA \-S BEFORE YOU DIG
PCR POINT CURB RETURN
VALLECITOS
WATER DISTRICT DESCRIPTION:
LOCATION:
Approved By:~~,
Preston H. Lewis. P.E.
R.C.E. 45927. EXP. 12-31-06
Date: ~-~2-.. c:
ELEVATION:
7/;o A'LM ~.S-BUILT"
11l0'1 RLM VOi n S.tlE r.:r-2 S.r7 8EMQJlfL0DJW mu • • ·'
2·()1·t76 ,f£M , l?EY/Se' f1WYI LRTEl(RL L/JC/17lt7N5.
SHTS. 3·13
DATE INITIAL
ENGINEER r;. WORI REVISION DESCRIPTION
R.C.E. NO. 48670 EXP'. 8/J0/06
BENCH MARK "AS BUILT" 1,/_.S.C. & G.X. BRASS DISC STAMPED
'1<302., 1935" IN CONG. MON. j ~ z/gk POINT LIES 8.5' EASTERLY OF EASTERN -, .-. -1:L!:. BER/I LINE ON RANCHO SANTA Ff ROAD
133 NORTHERLY OF ELECTRIC
T~ANSMIS;i/ON Llt:lfi POLE MARKED R 4-8t;.?O EXP. ,:,./3o//..Z.
' L23011 ANO ' 13825" ANO
APPROXIMATELY 1.2 MILES NORTHERLY REV'EWED BY:
OF THE INTERSECTION OF RANCHO . -,;=;: SANTA FE ROAD AND LA COSTA AVfNUE. -z e/J.1L1() r,:. ...............
533.39 NGVO 29 MSL INSPECTOR (i£_. DATE
I SH~ET I CITY OF CARL~BAD I SH~ETJ
l'l/1/01 l)efl.
'<· I?· o, Dell
.,,. ' • .")d VI.
DATE INITIAL
OTHER APPROVAL
ENGINEERING DEPJ.RTMENT
PR/VAT[ STRfET & UTILITY IMPROV£MENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOOD 2.5
COVERSHEET
LLOYD HU88S,1~ : APPROVED Ve/10 GVP A ..i ~./7 .// . , . ~~/.-;z.f
*~ -.,, ~J CITY ENGINEERV RCE ?<4J:t EX 0 f? ,_;, /05 ~-DATE ,
DATE INITIAL PROJECT NO. DRAWING NO.
420-6 CITY APPROVAL
OWN BY: I
CHKD BY~
RVWD BY; _ CT04-04 I
V.W,D. W.O. 204-685 w.o. NO. 2352-100 V.W.D. 04-026
BIN:
~\~'-) \~
)
..,
'
_--f-'\
'osuo6 ,\
' ---
i
' 1 ! C
~
. ',•·,, -.. ;;~\-"~
. '
/''
0 ,.,.._ti~
....... ;j . .., . ,. ! '' ,)<-", .....
0 ~ . ..,,
l _j
f co
; °' t:i!
J_
VALLECITOS WATER DISTRICT
1. ALL WATER AND SEWER LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS
DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITIOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER
ANO SEWER FACILITIES.
2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5
FEET.
J. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HO RS PRIOR TO CONSTRUCTION.
VALLEC/TOS WATER O/STRICT. ................... 1-760-744-0460
COX COMMUNICATION ............................... 1-800-227-2600
S.D.G. &, E ............................................... 1-800-227-2600
PACIFIC BELL ......................................... 1-800-227-2600
UNDERGROUND SERVICE ALERT. .............. 1-800-227-2600
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO V. RIFY THE LOCATION OF ALL SUBSTRUCTURES,
WHETHER SHOWN ON THE PLANS OR NOT, ANO PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF
ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY rE CONTRACTOR AND ANY DISCREPANCY IS TO BE
BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR · CRRECT/ON AND THEN SUBMITTED TO THE DISTRICT
FOR APPROVAL.
5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE
ENFORCEMENT OF SAFETY STANDARDS. I
6. A PRECONSTRUCT/ON CONFERENCE MEETING WITH VALLECITOS I WATER DISTRICT PERSONNEL SHALL BE HELD A
MINIMUM OF THREE (3) WORKING DA>'S PRIOR TO CONSTRUCT/Off:
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY TH.A,T CONSTRUCT/ON MAY BEGIN. THE CONTRACTOR
MUST CONTACT THE VALLE CIT OS WATER DISTRICT ENGINEERING DF;PARTMENT.
8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT Pl,ANS MUST BE REVIEWED AND APPROVED BY THE
DISTRICT PRIOR TO THE INSTALi.AT/ON OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT
Pl.ANS.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT"
RECORD OF ALL WATER ANO SEWER MAINS ANO APPURTENANCES INSTALLED UNDER HIS CONTRACT ANO PROVIDE SAID
RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT. THE ENGINEER SHALL PROVIDE TWO (2)
BLUEL/NE SETS OF "AS-BU/LTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER Sl'STEM BEING Pl.ACED INTO
SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM.
10. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT
OR EXCAVATION PERMIT FROM THE APPROPRIATE AGENCY. INSPF;CTION OF ALL WORK IS REQUIRED. FORTY-EIGHT
(4-8) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC
RIGHT-OF-WAY ON SATURDA>'S, SUNOA>'S OR LEGAL HOLIDAYS ilTHOUT THE EXPRESS PERMISSION OF THE DISTRICT
ENGINEER.
11. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER ~RVICES SHALL BE RUN PERPEND/CUI.AR TO THE MAIN.
12. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, Cl.ASS J5 OR AS NOTED. ALL FlmNGS ARE TO BE PUSH ON,
UNLESS OTHERWISE SHOWN ANO APPROVED BY THE DISTRICT E. G!NEER. ALL SEWER LINES SHALL BE BELL AND
SPIGOT SDR35 P\IC PIPE, OR AS NOTED.
13. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN (]LOCKING ANO NOT AGAINST DISTRICT VALVES.
14. UPON CONNECTION OF THE NEW WATER Sl'STEM TO THE D</STING SYSTEM, ALL VALVES ON THE EXISTING AND
NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNl;L. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY
DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6 WORKING DAYr PRIOR TO A PLANNED SHUTDOWN.
15. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WATER SERVICES
SHALL BE PLUGGED OFF AT THE MAIN, ANO THE CONNECTION S,EVEREO. BAILS AND SERVICE SADDLES OTHER THAN
BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCA Tl!; EXISTING SERVICES AS DIRECTED BY THE DISTRICT
ENGINEER.
16. ALL SEWER I.A TERALS DAMAGED OR MODIFIED DURING CONSTRUCT/ON SHALL BE REPAIRED IN FULL AS DIRECTED
BY THE DISTRICT ENGINEER.
17. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY
LINE ANO SI ~~L 8E CLEAR OF DRil'fWA l'S. ALL I.A TERALS SHALL BE CLEARLY MARKED WITH AN "s" ON THE CURB
ANO SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS.
18. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE 0/STRleT, ALL MAINS SHALL BE AIR PRESSURE TESTED,
FLUSHED CLEAN USING THE "WAYNE" BALL METHOD, ANO SHALL PASS A 5Jr MANDREL THROUGH THE PIPE.
19. THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVIC1TO ANY PROJECT UNTIL ALL PROVISIONS OF THE
DISTRICT STANDARDS ANO IMPROVEMENT Pl.ANS HAVE BEEN M ANO FINAL ACCEPTANCE OF THE PROJECT HAS BEEN
GRANTED BY THE DISTRICT BOARD OF DIRECTORS.
20. IF METERS ARE INSTALLED IN SIDEWALKS OR DRIVEWA>'S, MrR BOXES SHALL BE OVERSIZED, PER DISTRICT
STANDARD DRAWINGS ANO APPROVED MATERIAL LIST.
21. RELOCATION OR EXTENSION OF AN EXISTING WATER METER SHALL MEAN INSTALi.AT/ON OF THE METER AT A
LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY THE DISTRICT AND PERPENDICULAR TO
THE MAINI_INE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE
REPLACED TO THE MAIN. BAILS ANO SERVICE SADDLES OTHER .THAN BRASS SHALL ALSO BE REPLACED.
22. WATER SERVICES WHICH ARE DAMAGED OUR/NG CONSTRUCT!pN SHALL BE REPLACED IN FULL BY A COPPER
SERVICE PER DISTRICT SPECIFICATIONS AS DIRECTED BY THE DISTRICT.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING ANO
STRIPING.
2. ALL SIGNING, STRIPING ANO PAVEMENTS MARKINGS SHALL Cf?NFORM TO THE
FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UN/FORA( TRAFFIC CONTROL
DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCO ~OOJ CALIFORNIA
SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION
THEREOF), THESE Pl.ANS ANO THE SPECIAL PROVISIONS. j
J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL F THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTA17VF, PRIOR TO INSTALi.AT/ON.
4. ,dNY DEVIATION FORM THESE SIGNING AND STRIPING PLANS HALL BE APPROVED BY
THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR 'TO ANY CHANGE IN
THE FIELD. .
5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFIGATIONS. STRIPING SHALL
BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING.
I
PL
I
PL ,r \ ·-
I
I I
I
I
TYPICAL SWALE
I FUTURE DRAIN BOX TO
CONNECT TO SIDEWALK
\
,{,,..--f'7-UNDERDRAIN PER PRECISE
HUNSAKER
& ASSOCIATES
RW~~1L~ __ Jl::--.:::-::si!:;~;:_~ GRADING PLAN
CURB
TYPICAL SIDEWALK UNDERDRAIN DETAIL
NTS
NOTE: EVERY LOT SHALL HAVE 1 DRil'fWAY, 1 WATER LATERAL, 1
SEWER LATERAL, AND 1 $/DEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRA/N TP BE SHOWN ON "AS-BUILT" PLANS.
SIGNING AND STRIPING NOTES CONTINUED
6. ALL S/GNAGE SHALL BE REFLECTNE PER CALTRANS SPECIFICATIONS AND SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQLIAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC DIRECTOR OR HIS REPRESENTATNE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS ANO
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE
CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS
STENCILS.
1 1. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL
HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
1 J. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCO 200J EDITION
AS AMENDED BY THE 200J CALIFORNIA SUPPLEMENT ANO SAN 0/EGO REGIONAL
STANDARD DRAWING M-19.
14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 200J EDITION AS
AMENDED BY THE 200J CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAJGolWAY BASE
PER SAN 0/EGO REGIONAL STANDARD DRAWING M-45.
17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A
STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS.
,0
5' OR L
c PER PLAN cPER PLAN c
1 ~.,i'o., 1
,,;
£GOE OF
AC A ~· •
4"
4-" c..·
4• 4"
4" 5"
~N
BOUNDARY
PER PLAN c
1
WATER TEST STATION
7.0'
/
',
",~ '-',
',, >,,., :--,: ::..;:
'-,_, ',_ "
'"'
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE OWVEREO BY THE
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
GUTTER 6" TYP£ G C&G 1.5
CURB FACE CURB FACE
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV!OEO AND
INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS
EXISTING TO BE RELOCATED OR TO REMAIN.
20. (IF NECESSARY) WHERE R7 SIGN ANO TYPE N-1 OBJECT MARKER ARE TO BE
INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE 18"X24" AND
THE N-1 OBJECT MARKER SHALL BE 12"X12~
POLYETHYLENE ENCASEMENT FOR
DUCTILE-IRON PIPE SYSTEMS
ONE LENGTH OF POLYETHYLENE TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT
FIGURE 1, INSTALLATION METHOD A
NOTES
4.J.1 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVES, ANO OTHER
APPURTENANCES SHALL BE INSTALL£0 WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA
C105/A21.5-9J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM
POLYETHYLENE WITH BOTH ENOS SEALED AS TIGHTLY AS POSSIBLE WITH ADHESIVE TAPE OR
PLASTIC TIE STRAPS AT THE JOINT OVERLAP. Pl.ACE CIRCUMFERENTIAL WRAPS OF TAPE DR
PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP
MINIMIZE THE SPACE BETWEEN THE POLYETHYLENE AND THE PIPE.
4.J.2 PIPE. METHOD OF INSTALi.AT/ON OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIPE
SHALL BE BY METHOD A.
4.J.2.1 METHOD A (REFER TO FIGURE 1): CUT POLYETHYLEN£ TUBE TO A LENGTH
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP
THE TUBE AROUND THE PIPE, CENTERING IT TO PROVIDE A I-FOOT (O.J m)
DV£RLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION
FASHION LENGTHWISE UNTIL IT CLEARS THE PIPE ENOS.
LOWER THE PIPE INTO THE TRENCH ANO MAKE UP THE PIPE JOINT WITH THE
PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS
TO FACILITATE INSTALLATION OF THE POLYETHYLENE TUBE.
AfT£R ASS£MBLING THE PIPE JOINT, MAKE THE OVERLAP OF THE POLYETHYLENE
TUBE. PULL THE BUNCHED POLYETHYLENE FROM THE PRECEDING LENGTH OF
PIPE, SUP IT OVER THE END OF NEW LENGTH OF PIPE, AND SECURE IT IN Pl.ACE.
THEN SUP THE END OF THE POLYETHYLENE FROM THE NEW PIPE SECTION OVER
THE END OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE ENO OF THE
PREC£DING LENGTH OF PIPE. SECURE THE OVERLAP IN Pl.ACE. TAKE UP THE SI.ACK
WIDTH AT THE TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARREL
OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS.
CUTS, TEARS, PUNCTURES, OR OTHER OAMAG£ TO THE POLYETHYLENE SHALL BE REPAIRED
AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE INSTALLATION OF /HE NEXT SECTION
OF PIPE IN THE SAME MANNER.
I
4.J.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLENE WITH
ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE CUT OPEN,
WRAPP£0 AROUND THE PIPE TO COVER THE DAMAGED AREA, ANO SECURED IN PLACE.
PR/VA TE STREU UGHT
R/W
56' GEN£RAL UTILITY EASEMENTc!f==:c:=-,
R/.W
28' 28'
J'* 10' 18' 18' 10' J'*
MIN MIN.
<?-,,,
TRAFFIC CALMING DETAIL
NTS
12D D
MEDIAN PLANT/Nb oR
....__HARDSCAP£ PtR
LMID5CAPE PLAN5
12D 24D
SCALE 1'= 12D'
PRIVATE STR£U LIGHT
R/W w· GENERAL UTILITY EASEMENT""'====-,
R/.W
JO' 30•
'* 10· 20' 20' 10' J'*
MIN. MIN
5• 5' 4.5' .5 s· 6"
~-f-2%
_..--rSIDEWALK
2.0'
6" TYPE G CURB
AND GUTTER 2.0'
~i--""
'r< \ FIRE HYDRANT --j 6"
2% 2%
L?,t, 2%
LOT
2J5
36D
4• A.C. PAv[M;T AND 4 • BASE MIN.)
SEE STREET N TE 1
• J' MINIMUM SETBACK TO HOA MAINTAINED SLOPE
PRIVATE LOCAL STREET
T/=4.5 CUL-DE-SAC
T/=5.0 LOCAL STREETS
TO[ IS AT RIGHT OF WAY LIN£ OTH£RWIS£ TOP/
PORTION OF SITIO TORTUGA (STATION 17+0882-17+ 73.72)
NOT 7lJ SCALE
I
\
\
\
228
\,
'\
r" f I
•
VALLEC/TOS
V.W.D. "AS-BUILT' WATER DISTRICT
DATE (SIGNATURE) By~I,,-. Approved
restonk Lewis, P.E.
71
_§_' 5' 4.5' 2.:-r 5• SIDEWALK 6" TYPE G CURB v.l--""
RAYMOND L. MARTIN P.E. NO.: 48670
DISCIPLINE R.C.E.
'--lf;!.~927, EXP. 12-31-06
Date:
~~
'r< \ FIRE HYDRANT
4• AC. PA\£M;T AND 4• BASE MIN.)
SEE STR£ET N TE 1
2.0'
~5•
AND GUTTER ·' MY REGISTRATION EXPIRES: 6-J0-06
2%~
2% 2% ~
<?-,,,
--j~5• +.,-f-
• J' MINIMUM SETBACK TO HOA MAINTAINED SLOPE
OTH£RWIS£ TOP/TOE IS AT RIGHT OF WAY UN£
T/=4.5 CUL-0£-SAC
Tl=5.0 LOCAL STREETS
VWD NOTE:
NEW STREETS SHALL BE CONSTRUCTED
TO SUBGRADE PRIOR TO THE INSTALi.A TION
OF THE PUBLIC WATER OR SEWER Sl'STEM
s A N D I E G o. I N C PRIV. TE LO AL STREET
J\IJAP 13891
--,-------' ' " ' ' ' '
11
' ' '
10
LEGEND
SUBDIVISION BOUNDARY
RIGHT OF WAY
SHEET NO.
FIRE HYDRANT
PVT STREET LIGHT
STORM DRAIN
WATER LINE
SEWER LINE
STREET SIGN
--- ---
@
-i
Q----0
====-===
DSN (DOUBLE STREET NAME SIGN)
R 1-1 (STOP SIGN)
W14-1 (DEAD END)
W14-2 {NO OUTLET)
, 28 • ., ''"-. " ~
51
SJ
1: /,?,'
/, '/
Ii/
I/
/•/
I I
I I 0 11
1--+-~I I
I
~VOID 5l~EET5 5+7
)
/
I
I
V.W.D lJWG NO.
KEY MAP 5ei;-owc;.1'-10410-r.o
ENGINEER OF WOPK
~oZ-latt r..J,lo-.~ ' RONDL MARTIN DATE
R.C.E. NO. 4867D EXP. 6/30/06
BENCH MARK "AS BUILT" DESCRIPTION: !J..S.C. & G.X. BRASS DISC STAMPED ~---1<302., 1935" IN CONG. MON.
•· A ,K'~_7Ar;?v LOCATION: POINT Ll[S 8.5' EASTERLY OF EASTERN
BERi,' LINE ON RANCHO SANTA FE ROAD (;/: 133 NORTHERLY OF ELECTRIC 6LJ.Q//:2. DATE IJ/-,_ANSMISJION LINE POLE "MARKED RC EXP.
L23011 ANO 'TL13B25 AND APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTERSECTION OF RANCHO ~,:;.'71 SANTA FE ROAD AND lA COSTA AVENUE. 8/?I~ ELEVATION: 533.39 NGVD 29 MSL INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOOD 2.5
KEY MAP & SECTIONS
APPROVED LLOYD HUBBS dY &a~/?.~~ -..
/
i '
-!/J~/.q_f 71/o ,_,LM I' I\ "AS:-BUILT" CITY ENGINEER ,r.111c[ -2J8i,., EX0 1? ✓ '1 /Q ----. DATE
/I /r,c, /a;. VO/fl SU/i/i'T!i 5 .,_ 7 SEE DWG N/1.1:J" -I. n 12/1 /01 1)£,'l.. ,/e/,o .
l?IM 6VP OWN BY: PROJECT NO. DRAWING NO. ' 0DATE DATE INITIAL INITIAL DATE INITIAL CHKO BY: ~ <..,
& 11!.;\d,ND SITIO CABALLERO f
Pu\NNINC 10179 H,ennekens Slrcet OF"-srrro TORTUGA 'STATION 18+91.01 -CDS' ENGINEERING San Diego, Ca 92121 l' 'I CT04-04 420-6 REVISION DESCRIPTION RVWD BY: w ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL SURVEYING PH(BSB)SS8·4500· fX(BSB)SSB-1414 NOT 7lJ SCALE ;
.__ __________ ---1-----------------------------------------------------------,-----------.......,...,...,,...-------,------,..,....,.-!<i V.W.D. W.0. 204-685 W.O. NO. 2352-100 V.W.0. 04-026
BIN:
)
::::: i .... :::::· --------- - -··-::
--~----f-------,1-~--+---------t--
____ I.
CENTERLINE DATA
( 1 8£ARING/DELTA RADIUS LENGTH REMARKS
1 N 44"46'JO" W 88.68"
2 753'20· 200.00' 27.54'
J N 52"J9'50" W 121.71'
4 10·20'10· 500.00' 90.20'
S N 42"19'40" W 2JJ.46'
6 9"04'48" 200.00' J1.69'
CURB DATA
□ 8£ARING/DELTA RADIUS LENGTH REMARKS
1 213°09'10" 38.00' 141.37' 6" TYPE G C&G
2 N 28"11"55" W 50.00' 6" TYPE G C&G
J l6"J4'J5" 100.00' 28.93' 6" TYPE G C.!<G
4 N 44"46'30" W 1.38' 6" TYPE G C&G
5 753'20" 182.00' 25.06' 6" TYPE G C&G
6 N 52'J9'50" W 121.71' 6" TYPE G C&G
7 10·20·10· 518.00' 93.45' 6" TYPE G C&G
8 N 42"19'40" W 2JJ.46' 6" TYPE G C&G
9 9'04'48" 218.00' J./-.55' 6" TYPE G C&G
10 9"04'48" 182.00' 28.84' 6" TYPE G C&G
11 N 42'19'40" W 2JJ.46' 6" TYPE G C&G
12 10-20·10· 482,00' 86.95' 6" TYPE G C&G
1 N 52"J9'50" W 121.71' 6" TYPE G C&G
14 753•20· 218.00' J0.02' 6" TYPE G C&:G
15 N 44"46'JO" W 1.38' 6" TYPE G C&:G
16 l6"J4-'J5" 100.00' 28.93' 6" TYPE G C&:G
1; N 61'21'05" W 50.oo· 6" TYPE G C&G
18 50·00·00· 2.00' 2.09' 6" TYPE B-1 CU>B
19 N 12'19'40" W 6.66' 6" TYPE B-1 CU>B
20 Jo·oo·oo· 2.00' 1.05' 6" TYPE a-1 cu,a
21 N 42'19'40" W 5.46' 6" TYPE B-1 CU>B
22 30•00·00· 2.00' 1.05' 6" TYPE B-1 CU>B
2 N 72'19'40" W 6. 66' 6" TYPE B-1 CU>B
24 60-00'06" 2.00' 2.09' 6" TYPE a-1 cu,a
25 N 42"19'40" W 21.00' 6" TYPE B-1 CUl;IB
26 60"00'00" 2.00' 2.09' 6" TYPE B-1 CUl;IB
2, N 72"19'40" W 6.66' 6" TYPE B-1 CUl;IB
28 Jo·oo·oo· 2.00' 1.05' 6" TYPE B-1 CUl;IB
29 N 4-2'19'40" W 5.46' 6" TYPE B-1 CURB
JO Jo·oo·oo· 2.00' 1.05' 6" TYPE B-1 cu ?B
_J:..:1+--N'--"12=-".;..;19:...'.,;.;40:..."....::._W_-+---~+----6'-'."-66c.,',-+-'-6~•-TYP,--'C'---"-B---'-l--'C'-'U+?-,,'8
J2 60-00'06" 2.00' 2.09' 6" TYPE B-1 CU >B
J.' N 4-2"19'40" W 21.00' 6" TYPE B-1 CU >B
VWD WATER DATA
B£ARING/DELTA RADIUS LENGTH REMARKS
I N 4-4-•45•30• W 88.68' 8" DIP CL-J50
2 75J'20" 211.00' 29.05' 8" DIP CL-J50
J N 52'J9'50" W 204-.95' 8" DIP CL-J50
4-N 4-2'19'40" W 168.82' 8" DIP CL-J50
5 5•4-2•55• 200.00' 1!1.95' 8" DIP CL-J50
6 N J6"J6'45" W 69.74' 8" DIP CL-J50
7 J'21'52" 189.oo'• I 1.10' 8" DIP CL-J50
• USC 9' PIPE LE:NG, 11S
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
(
SUBDIVISION-----------.. / BOUNDAl?Y Z
, _.,_
I
I
I
I
........
24
VWD SEWER DATA
I
B£ARING/DELTA
N 45•40•13• W
2 N 52'J9"50" W
J N 42"19'40" W
4-N J72f'14-" W
RADIUS LENGTH
123.19"
205.94'
180.34'
92.12'
REMARKS
8" PVC
8" PVC
8" PVC
PRIVATE STORM DRAIN DATA
0 B£ARING/DcLTA RADIUS LENGTH REMARKS
I N 42'19'40" W 44.70' 18" RCP 1350-0
2 11'04'48" 213.00' JJ.75' 18" RCP 1350-0
J N 4740•20• E: J.25' 18" RCP 1350-D•
4 N 47'40'20" £ 29.25' 18" RCP 1350-D•
• WATERnGHT JOINTS ALONG ENTIRE REACH
\'WD NOTE;
NEW STREITS SHALL 8£ CONSTRUCTED TO
SUBGRADE PRIOR TO THC INSTALi.A TION OF
TH£ PUBLIC WATER OR SEWE:R SYSTEM.
V.W.D. "AS-BU/LI"'
-------,,,,===-----DATE _____ _ (SIGNATURE)
____ ..:.RA:..:YM=O:.::N:.:D_L=•...cM""A-"-R'-'-Tl"'N'-----P.E. NO.: ~48=67~0~_
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.E.
SIT/0 CABALLERO
f---~---•---
------____ i
Approved
------,-------
: : ~=::: : : :: : : : ..
1 -----
-----1-----F-T-- ,
··:r-···-:: ·:: _:
-f --.. -.... :: -. i-----
--------
-.. -:··::::
1
' ----.. ----
I I --_-
i
SCALES
HORIZ. : 1 "=40'
VERT. : 1 "=8'
1K[[£;
PAINT CURB RED. TH£ 111'.JRDS "No PARKING
FIR£ LANE" SIW..L BE PAINTED ON TH£
HORIZONTAL .t \ID?770IL SURFACE AT
INTERVALS OF NO MOR£ TIWI 25 FaT.
LE:TTERS SHALL BE WH/rE: & 5 INCHES HIGH.
V. W.D. DWG NO.
ENGINEER OF WORK
1----+--+--------------+----+---t----t---i CTJ c ITYENG~rRINf ~~~~~Ao I SH~ETS I
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
-I NEIGHBORHOOD 2.5
~1tOfESS10,,,. SITIO CABALLERO STA. 20+06.72 TO 26+00.00 ~~dj/<'J L. ~ :ff'ji.:r 1, APPROVED LLOYD HUBBS $'1_' , A _ / , "~ , -4/?-# ,zzt:_d_ ,.,,V..,;/;,,O-V'I,, _J[/J~/o5 I•
PLANNING
ENGINEERING
SURVEYING
g NO. 48670 -z. ~ ?l/0 RLM ~..,_,•/1:..-,,.S7-~8'cll::cl._.l..'-iT="=-=--===---:-c===:----cf---;~-...-+-.l-.c--J-c:c.----;,---t----:-----:;;--1 CITY ENGINEER c:,{<;f iToM ~P 12131/o~'Y• 7 DATE ')~•
10179 H,e,mekeos St<eet ";;XP. S/JO~ ;~ $_ :_;·Oc.,l_· 0,::6"-1---"H._.L..,_M-'-Jl!.',\..,_,,_~,c'Ef.c.cZ,c'S=.e.=.fl:.:...rY._.YL1/..c:W.'.'-'11._.T__-e,"-'if-'L.,-ll,.T,._.c."'-ii'.:.::ll._.lccL:c-CJ,._.,l'.:-_'ll._.T,.:..:lO:..:t\o'..:..:S:__-'t---'-lf--'•J'c•:-'4''---f'C"""-/.---,---l""'.01~ DWN BY:~~..,,--PROJECT NO. DRAWING NO. 3 40 0 40 80 120 "',J-e-,,,·..,,.r-:--':V~": ,-;#7/ DATE INITIAL DATE INITIAL DATE I '4llTIAL CHKD BY: 1-' <.,, CT 04-04 420-6 ;
San Diego, Ca 92121 -----=• REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: =, PH[BSB)556-4500· FX[858)558-1414 _:::-::, ENGINEER OF WOR
L------------------------+--------------------------------------------------------s-cA..:L_E_1·_~_4_0· ___ . ________ -_______________________________________ 7v:iim7v.o::w,H~srw.o."NC~23i~'.io:arv:w.□.o,HD2i5\ii
\V.W.D. W.0. 204 685 w.o. NO. 2352-100 \ V.W.D. 04 026
BIN:
os,106
I-----+----:-,---
,__-+----+-"--'----------1 --+--... + .. -.. +. --..,,k~,i-,==e---l==4 ·•······· : -f..0-1::· 1},;._
------ ------------,
I ., •·····, •••••••••.••• ~-3-·-•·•·•·•· •.·.•·±···. •.·•·······.•.• -r------r------------1· ---·-····· :::·:::1 ··
_·:: :;:;: .. ::.::: ..... -+--+ ------·· ------+--+-
--oi Cb ""-
+---+---·-:+. •··~ltt~~T ' -·-··--·-+----+--+--~~~" --•,w '"'··,1
=· =1 •• = ••• ~=i.···_· ~ .... · tit····t·0····t···..... I Iil'f• .L-.L--C1········•··• 1
........ ""cilc:•:
-___ ,
----,------·~-+---l-~--+--+ -·---=---i -------------______ +:-::-:-:_
K ·····•·· 8 •.·· .:..C.j.:_:._j::::::.j._.c.c..• .... ··•+• • .... ••• .... • • .... ••• .... •••F+=+++ ........ ....cJ=r··
...•.••. '~8>: ..
-----------·-·· ···---
········ ···· I . l"' ·· ··· . ~ ;t_l . Q1;.i O.JC
.~1 i ... ~T~f-c. i~•··••·=·· =+c.::=•~ ·=--t-i•~it,716'·? .. J····· ..•. Eh~ •.:•~ j
V.W.O. 670 HGL ZONE TC = CL + 0.04'
UNLESS OTHERWISE
SHOWN
- - - ----• -·1:-+ ,cc+, --------:;-~ 1-
j ·-+-
• '. I
-~ - --·--
I i I ---l. '"j 1
1 ••cc --j~ 'i~~ l t•'c.·1'!-·····-········-1'····;"1 .. _~-+··· . -~ -~·· .... ···g3F1-~· .!tc.-ct=1cf··· r~.'.•.······•.····!···•·.·.· ...
l·····,1;,c··+·· ···_j_··J1··""+• -+-~+--( r ..... · I ••••••1 •• • f1~;i~---"±=ti---r=--f•rir~··· ··t· ilTI~t1
•= ....... .. +---+--+-···=t=f'--'-=+c=+!.il;H== 'cc=++=---l=t-+=~!• c •·····················:••···•••·······•·••• -+--+--+-++--+----+--+==.,-:::::::::: .. ::::::;::::::: :::::: :::::: :;;;;; ;~~:;::::':: t-:;-:::-+: :-• -+--+--+--+-+ -·----------------r ------r--------:-
.. .••••• 1· +· • . ••••••• • .,..;""•··-·· ,.,·· -'~.-sf--+--'---+--+--+--+-~-+-+.cc4 6; ........ ,0\ . . • ..
•4c-~i"':c=+=f=FW=l4+"!±.~'!c=rcR~±i"~4r'i .. ~7 s···~~s~c• ,Of_ _ • 1 TT .. ~ · G .. ··I ,.
------------,---
.. I I
=H=T _§f Rf ~ 2-···•.•1 ~ ti FF . . +4 =4·•·•··•·····j ,+ •••. -+--+I
--l ·;=_· ~ -1.:__j._.._.:_--J····•···=· ji____"f--J.____"t__j---t·······___'._•·····. c ,· . •
1
··+··· .. 74 .••.• t ?>4
. 1""T
0-·· ___ :____ =--1----
+--+<t "~
----------------·-
---_____ , __
' -L_. __ _ . ·.1······ .. -------
------------
......... & Et ......... 'Raft£ @i .~· .. 1 1--~ll6.£~~~~~~1•~··.·········· . -·r .
+--+---'' • r-+-·· ----~. ---~:==~~c ! :_
---7--_
-------------
+-
---------:---8 -----'-+---+---+--< PROFILE SCALES
- ---,---r---1---1=~1--i:----+---1---1-----,------t--ltcc~-+--+--+--+--+--+-++cc.L. .... = ... +.cc .. 'T ... lc=t=.J=r~=-+c-+=---rcc+= .. = .. ➔ .. = ... ..J•,·r·.:\"==--J.r..c=cc±=~+ l.= ... 4 .. = .. cc1r·· 4
·r
' --------_ _! __ ~--:_
_J__ _ _J___c -------·--r------------+--+--+--t
----------------,-------------------------
---------------________ ! __ -::-----------------•·•••· •••••. + cc . -------.... ------------. ----... ----
.. .... ··.1·.·· C j' --+-it--+---+---+--___ ... · __ ;_j
"---------==-1
:=c=t=i==.= .. = .. 7j:i-f ~rt;,;.,i;-.,·~c,t.-~~;;.,-.er._ 1141Lf 0#~1;~ ~1 HORIZ. :
VERT. :
1"=40'
1"=8'
CENTERLINE DATA
C l BEARING/DELT. RADIUS LENGTH REMARKS
1 20"12'32" 200.00' 70.54'
2 N 73·02•20• I 124.89'
J 69'27'40" 200.DO' 242.47'
4 N 82'JO'oo· Ill 86.96'
CURB DATA
D BEARING/DELTA RADIUS LENGTH REMARKS
1 20·12•32• 218.DO' 76.89' 6" TYPE G C<kG
' 2 N 13'02'20" I 124.89' 6" TYPE G C<kG i
J 69'27'40" 182.DO' 220.64' 6" TYPE G C&:G i
4 N 82°30'00" I 38.75' 6" TYPE G C&:G
5 90'15'00" ' JO.DO' 47.25' 6" TYPE G C&:G i
6 89"45'00" i JO.DO' 46.99' 6" TYPE G C&:G
7 N 82"JO'oo· 111 39.17' 6" TYPE G C&:G
8 69"27'40" i 218.DO' 264.29' 6" TYPE G C&:G
9 N 13"02'20" I 124.89' 6" TYPE G C&G I
10 20·12'32• 182.DO' 64.19' 6" TYPE G C&G
VWD WATER DATA
I J BEARING/DELT~ RADIUS LENGTH REMARKS
1 20'12'32" ' 189.00' 66.66' 8" DIP CL-350
2 N 13'02'20" W 124.89' 8" DIP CL-350
J 69'27'40" 211.00' 255.80' 8" DIP CL-350
4 N 82"JO'DO" Ill 98.01' 8 • DIP CL-350
• USE 9' PIPE LENGTH.
' VWD SEWER DATA '
< J BEARING/DELT. RADIUS LENGTH REMARKS
1 N 37'21'14" 1 1 25.40' 8" PVC
2 N 13"02'20" I 170.46' 8" PVC
J N 21"43'11• I 60.38' 8" PVC , N 39'05' 1 J" I 60.38' 8" PVC
~ N 56'27'07" ft; 60.38' 8" PVC
(, N 73'49'02" fl' 60.38' 8" PVC
7 N 82'JO'oo· w: 85.96' 8" PVC
i
PRIVATE STORM DRAIN DATA
0 BEARING/DELT1 RADIUS LENGTH REMARKS
I 20·12•32• 213.DO' 15.13' 18" RCP 1350-0
2 N 13'02'20" M 28.78' 18" RCP 1350-D
J N 13"02'20" i, 92. 11' 18" RCP 1350-D"
4 32"05'41 • 187.DO' 104.75' 18" RCP 1350-D••
5 36'08'21· 187.DO' 117.96' 24" RCP 1350-D
6 N 82•30•00· w: 71.42' 24" RCP 1350-D
7 N 44'15'13" E, 2.75' 18" RCP 1J5D-D•
8 N 44'15'13" El 28.75' 18" RCP 1J5D-D••
• WATERTIGHT JOINTS, ALONG ENTIRE REACH
•• SEE PROFILE FOR! LOCATION OF WATERTIGHT JOIN7S
P\ANNING
ENGINEERING
SURVEYING
HUNSAKER
& A$SOCIATES
SAN o:IECO, INC.
10179 Hl,jerinekens Street
San Diego, C.a. 92121
PH(858)558-4500· FX(B58}558-1414
26+00
VWQ NOTE:
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TD THE INSTALV.TION OF
THE PLJBUC WATER OR SEWER SYSTEM.
NOTE: EVERY LOT SHALL HAVE 1 DRIVEWAY, I WATER V.TERAL, I
SEWER V.TERAL, AND I SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PUWS.
V. W.D. "AS-BUILT'
(SIGNATURE) DAlE
RAYMOND L. MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6 JO 06 Dl\,CIPLINE R.C.E.
27+00 29+00
40 0 40 80 120 ----
SCALE 1'=40'
V. W.D. DWG NO.
ENGINEER OF WORK
R~:-:;tNJ-
R.C.E. NO. 48670 EXP. 6/30/06
"AS BUILT"
ec~,";"!:,°:f::-7~
REVIEWED BY: -....:, >:.
INSPECTOR
1---+--+------------t--+--+--t--ll s~nl,c_1r_Y~o=F~c~A=R~L=s=s_A_D~lsH~Tsl _ ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR: .
BENCH MARK LA COSTA RIDGE VALLECITOS
WATER DISTRICT DESCRIPTION: l,!i<362., & 1 $31 .. 1fJA'f:8N9!5 iJJ.AMPED s~~JiE1]£ ~~2?+~£> TO ~i~2486
POINT LIES 8.5' EASTERLY OF EASTERN l---+----+------------------11----1----+--+----l ;====================~
Approved By: 4--4• ·
Preston H. Lewis, P.E.
~C.E. >5927, EXP. 12-31-06
Dote: ,/, 77-0L_
LOCATION:
ELEVATION:
r5111 Nl/:i%tH~%L fAfif'1RE7!i-~M FE ROAD ;;R:ED LLOY°a H~d LA .a /J~ /, .s fftff/j/fiiI~½D LIIY,f_ 1 j~}~ .. MJ!J!JED 1-7-/.~1,-,:1-+,'f~L--+,..-7.'/l--s-,--e.-u_/._i(._r-,-. -----------+-----l_j_--l--cc-+---1 c1{f' ENGfNWif C1lCE -2.38~ EXP 12/ Jt/05" ~ iATE
APPROXIMATELY 1.2 MILES NORTHERLY ?.·07·Cb KlM Kcf/SE J?WY/WRTEK LRTEKfll ltlCf?Tltl#S "f· ~(, 1/,.J-~ OF THE INTERSECTION OF RANCHO 1-=-==q_,=_._-l'-'-======='-========:c._+-:.u~~='----P'/J,,-SANTA FE ROAD AND LA COSTA AVENUE. DATE INITIAL DATE INITIAL DATE ITIAL
533.39 NGVD 29 MSL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY,~~~-
CHKD BY, . ..n.""'--
RVWD BY,
PROJECT NO.
CT04-04
DRAWING NO.
420-6
V.W.D. W.0. 204-685 W.O. NO. 2352-100 V.W.D. 04-026
BIN:
"' -i
o/ >,
j
~
l
I ~ ~
.'l I ~ Ci)
~~ j
00 ~ J
l I
~ ~
Q /
&
...
···-l.
•·•·· f'I '-+---""'+"'+=+=+=+=+=+=== . . I .
! --- I - --~-- -- -----T-. - - --
............ , ..... . ~-----------------V.W.D. 670 HGL ZONE•••
-------------------i-----···· ········· r ·
---__ :_ ---------------1---
----------------------- ------------------------ -
TC CL + 0.04'
UNLE. 5 OTHERWISE
SHOWN
---------··----- ----------- ---------------------.
~+----+--.. t-... c.. ·I.· ••••••••••••• ··~•-••·-•···-· cc .. =. r=t=-+---------, -------------------------------
1
' ---------1--.
-----~--
---i---c-::,'-'c=+=+=+=+=+ ""--=+=-.. •1 r ....•. * .
t---+---+---c---+-. -... ~ .. -::. ===~f~ -
- -.. r· - -··1···--
----------, -----------------•=-J=~=t~iw,~=ttttt~········· Ji•F·••·+=••····E·· ='±c=~ T__ ....•••• ·•··. --------------------------------
-~===·· ,:, ..
~----· -i!::: .:·--.J.. ................. ::::::_:_· -------------------------1------+-~-+-+-f--+-+---+--+---+--+--·-+-__ ; __ ::-: --~~:-:
---t-. - I --T
----
----------
····. -------
-1 --------------------
. ..
------------1--------------l --
'
.~... . ' lil·(:;""::Jf"4=±--=J==--+c =:~+~ i~ • ,;_,tc;i,;;..cct •.•. •·•·•• 1~
, QI ·g_~J:?.. ·s. C:C:L:C: ••
' ' ' --_:::--:-_~:::-----_: t---
--------------------_:_ ----------_i
---7 ----------------
••••• •• ••• • •• ' -+--+-+-----=.----.f-... "' .. +,-=l=--b--
i --. . --
_]_
----___ .. ) .. ::::-:_ -----------T --
~l ~f
----~-J-____ ::f=-=--=--·-·-·,:. -----
------f --: ::'.~-=+==t ::: : __ -:+~-I ------_ ---i"',,j
:;"'········ ············· f----+····•• r·•·•· : f ..... -. ; C
--------------------------
----------------------
--.-----
1 . ; ----
l .
_:::-::x ---'
i.,. " , l'4a·••.··• ···i .. ........... 1 ········••··•• ;· J•· +--•••••··••·••·•if .. ......... f~: . FF·+· ·cc· ±==--±==--±±± 'T
PROFILE SCALES
~·:__•·••1l:__-··=·•cc·r_rr1cITCGtG1GGGJGJGstG2I··ili•t•s•=••2:•2•=••j•+•s•=··•Iil·=••s•=••titC12Jsc±1_:±_j;__l·j··1··s··u··s·J···L .•• £ .. 2 •... ::_ ... Js1··2·1· ___ ··_5·,·2··112t22··•1••2·••·1•• ___ ··.J1 ___ ····~··•~::•••·t•·~;1-------____jt___t____t___------j___~___tj;••1• ___ •••· ___ ·•·---·•u••2_j _____________ t___12~~;~==••:••·-···----···-···--··L-1_••·L··•-----.lfc..···J_·_···J .. '::; . .-.,J •. cc ••• ::c •• ~ •. •:"'··•LE~•·.t'_:.-;:::±± ____ ,;.~~--;;c-:;:c-'L--LL_L±____L:;f;~:;:;_µ··----··----··c:· ____ ·L·----··:::-::i.:J=-i~·•i;2F·?:1;1:~:::;t:t:1~1:;";~t-c7CLE£=:£-=:c±::i:.:::1=:i·=·f;±EY.:::,----·=l=c=J.ccRAcJ.lcc:•fll----l/f_:0_:,'fE~·=··Jl· __ v_E_R_T_._: ____ 1_'_'=_a_·_{
10+00 13+00
CENTERLINE DATA
r l Bo.RING/DELTA RADIUS LENGTH REMARKS , 47·47•40• 200.00· 145.54'
2 N 3J"35'DO" E 95.23'
3 14·05•00· I ODO.DO' 245.80'
4 N 19"30'00" E 48.75'
5 12•15•00· 200.DO' 42.78'
8 N r15•00· E 18.42'
CURB DATA
□ Bo.RING/DELTA RADIUS LENGTH REMARKS , 187'28'13• 38.00' 124.33' 6" TYPE G C<f<G
2 41"4 I '40" 218.00' 158.64' 6 • TYPE G CJ<G
3 N 3J"35'oo· E 95.23' 6 • TYPE G C<f<G
4 14·05•00· 982.00' 241.38' 6 • TYPE G C<f<G
5 N 19•30'00· E 415.75' 6 • TYPE G C<f<G
6 12•15•00· 182.00' 38.91' 6 • TYPE G C<f<G
7 N r15•00· E 16.42' 6 • TYPE G C<f<G
8 N r15•00· E 16.42' 6 • TYPE G C<f<G
9 12·15•00· 218.00' 46.61' 6 • TYPE G C<f<G
10 N 19"30'00" E 46.75' 11• TYPE G C<f<G
II 14·05•00· 1018.00' 250.22' 6 • TYPE G C<f<G
12 N .J.J"35'00" E 77.85' 6 • TYPE G C<f<G ,_ 49·09•5,3• 100.00' 85.81' 6" TYPE G C<f<G
14 N 15"34'5,J" W 50.DO' 6 • TYPE G C<f<G
VWD WATER DATA
( ) BEARING/DELTA RADIUS LENGTH REMARKS
I 41"41 '40" 189.oo·• 137.54' 8" DIP CL-350
2 N 3J"35'DO" E 95.23' 8" DIP CL-350
3 14·05•00· 1011.00· 248.50' 8" DIP CL-350
4 N 19"30'00" E 46.75' 8" DIP CL-350
5 12·15•00· 21 ,.oo· 45.11' 8" DIP CL-350
6 N r15•00· E 11.42' 8" DIP CL-350
' • USE 9 PIPE LENGTHS
VWD SEWER DATA
{ ) Bo.RING/DELTA RADIUS LENGTH REMARKS , N 8'011'40" IV 41.79' 8" PVC
2 N 12'44'10" E 73.58' 8" PVC
3 N 3J"3s'oo· E 132.02' 8" PVC
4 N 30"03'45" E 122.82' 8" PVC
5 N 22"03'01" E 169.51' 8" PVC
6 N IJ"22'30" E 42.68' 8" PVC
PRIVATE STORM DRAIN DATA
0 Bo.RING DEL TA RADIUS LENGTH
I N 31'25'14" W 4J.5.5'
2 6"54'51 • 90.00' 10.86'
3 N 24'30'23" W I •
4 38'11 '02" 213.00' 8" RCP I 350-0
5 N 3J"35'00" E 93. o· 18" RCP I 350-0
6 2·2r,2· 987.00' .28' 18" RCP 1350-0
7 11•23•52• 198.34' 18" RCP 1350-0 ..
8 N 19'30'00" E 46.75' 18" RCP 1350-0 ..
9 12•15•00· 39.98' 18" RCP 1350-0 ..
10 N 7'15'00" E 7.42' 18" RCP 1350-0 ..
II N 82"04'52" E 3.49' 18" RCP 1350-0 ..
12 13"37"07" 45.00' 10.70' 18" RCP 1350-0 .. , 17.24' 18" RCP 1350-0 ..
2.75' 18" RCP 1350-D•
10' PUBLIC TRAIL DEDICATION
_...-c:;:;--PER FINAL MAP
80+44.78 SD BC
80+00.00 so
1Jti:5-J ~ 'fioES
10+01.84
END CAP ASSY W/
HUNSAKER
\
\
& ASSOCIATES
S A N DIECO, INC
PLANNING 1W9 Huennekens Street
72
' '
58
-J, If. ~ °". ~ ~ ;!; ---
57 If. 56 If. <o -.,.,
o; " -+ "--+
55
---
<.\J ~ ~8
~ <S:, c::, ~r ,.. "' " "'( "'~ ... -+ & + ... -~:d ::: ~ -
NOTE: EVERY Lor SHALL HAVE I DRMWAY, I WATER /,A.TERAL, I
SEWER /,A.TERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN ro BE SHOWN ON "AS-BUILT" Pl.ANS.
V. W.D. "AS-BUILT'
(SIGNATURE) DATE
RAYMOND L MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-30-0/i DISCIPLINE R.C.E.
53 If. -... + -?> ~
$/TIO TORTUGA
52
114-1 SIGN
, VlID NOTE;
NEW STREU$ SHALL BC CONSTRUCTED ro
SUBGRAOC PRIOR ro THC INSTAL/,A.T/ON OF
TH£ PUB/JC WATER OR SEWER SYSTEM.
BENCH MARK
40~----~80 1~0
SCALE 1 •~ 40'
V.W.D. DWO NO,
ENGINEER o, WORK
~ ~ ~a,J;... 4/6.-4.£--
R NOL.MARTIN DATC
R.C.!, NO, 48870 EXP. &/30/08
VALLECITOS
WATER DISTRICT DESCRIPTION: 1/_.S.C. & G.X. BRASS DISC STAMPED
K302., 1935' IN CONC. MON.
"AS BUILT"
LOCATION:
A proved By• ,&¾,At. .
Preston H. Lewis:, P .E.
~.C.E. 459~7. EXP. 12-31-06
D \e:. ____ 'i-_• fw?~,~~~C..~--------
ELEVATION:
POINT LIES 8.5' EASTERLY OF EASTERN 15111 N'6¼~H?JLP'YfH{if!!-%~ FE ROAD OAT(
fl/tJSM/ffil~NDLI~ lJ~2§ .MfNffED . 1-R_C_E~~~~~~~--•X_P_. ---------------~
APrfii8x1MATELY 1'.2 MILES NORTHERLY REVIEWED BY:
OF TH£ INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
533.39 NGVD 29 MSL INSPECTOR DAT[
1---+---+---+--------------------------------+-------+-----+-----+-----< PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOOD 2.5
SITIO TORTUGA STA. 9+96.84 TO 15+94.33
APPROVED LLOYD HUBBS dY
..
RLM I R~nse p,ry' l()C,97/0NS OWN BY:~~~-PROJECT NO. DRAWING NO.
/~ L ~,&: ,d..Jee'~-·A_, _1.,l •-1./,:;,,f
D CITY ENGINEEW!lCE 2wi/L F1P 12.lJl_/05'r--LrDATE ,.· .. · , 5 li 1£ Wr,. tvo. .
28.75' 18" RCP 1350-D• ENQNEERING San Diego, Ca 92121
TERTIGHT JOINTS ALONG ENTIRE REACH SURVEYING l'H(858)558·4SOO· fX(8S8)SS~1414
• SEE PROFILE FOR LOCATION OF WATERTIGHT JOINTS
OATE INITIAL OAT[ INITIAL ITIAL CHKD BY
--------------------------------------------------------------------------------------------------------f-_-=_::::._c:. ___ -'-_"'_"-'_'.:'.:_~i---=_o-:_.__-'-_"'_"-'.,.~..,..~.,....,......,-=-:~""'..,...._ __ ,,._~--,-c-T_o_4_-o_4_.,...,..,.,.,,.,.,,..42_0,,.-6,......,~--1~·.
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: i
V.W.0. W.0. 204-685 W.O. NO. 2352-100 V.W.0. 04-026
BIN:
--1-------------------
1
)
! iT+!-·+···~v.-. w.b-.--+D-. 670 HGL ZONE·.•·· FRZ¾Lt;~ l~~-;~:T~Hb7wt73.73 FRZ¾Lt;~ !~i;;~Hb?!tv91.22 : r I J .•••.. ' L .••. f I r
--- ----r --- ----. -, ---
. . .. ·j.____l_.:.•~~:il ..iF~T~=:1~.0f .· I •••• r.. . I.!· b •· •·•· 'R ·• , rt-±-t=t~fi~Ff7--=f-.. ,+++--=±~:h ... tf17•-:-,-.. ±--i=F:titf=--:-,-j=--:----·· ··-1 .······•·••·••···· 1 .4Qtl--
, T ~;-+ --cc= ~f--f-t. ·•·d--.t:=.1=:=+=~~ µ ••.• J ~ rl 11•·····~ c:"fti"'.r'11 •=
I
l•---
---. ----t=1=:=1=1 + '.
CENTERLINE DATA
( l BfARING/DfLTA RADIUS LENGTH I REMARKS
1 N r15•00· E 112.69' I
2 N r15•00· E 65.41' I
J 18"41 '45• 200.00· 65.26'
4 N 11'26'45• W 124.2J'
' 5 12·11 •15• 200.00· 42,54'
6 N 2J'J8'oo• W 80.12·
CURB DATA
□ BfARING/DfLTA RADIUS LENGTH I REMARKS
1 N r15•00· E 64.~1' 5• TYPE G C.!cG
2 N r15•00· E 17.20' 5• TYPE: G CM
J 18'41 '45• 182.00' 59.J9' 5• TYPE G CM
4 N 11•25•45• W 115,88' 5• TYPE G C.!cG
5 JB'27'Jo· 100.00· 87. 12· 5• ,:t'PE G CM
8 N 49·54•15• W 50.00' 8 • TYPE: G CM
7 206'18'15• JB.00' 1J8.80' 8 • TyPC: G CM
8 N 2YJ8'oo• W 80.42' 5• 1YPE G CM
g 12•11 '15• 218.00' 48. 7' 5• TyPC: G CM
10 N 11•25•45• W 124 .. J' 6 • ,rPc G C.!cG
11 1 l'J1 'JJ· 218.00' 68. 8' 5• tr'PE G CM
12 N 6'04'48• E 100. 17' 5• TyPE G C.!cG
1J N 7'15'00• E 81.80' 5• Tf'PE G CM
VWD WATER DATA
11 , BfARING/DfLTA RADIUS LENGTH ,REMARKS
1 N r15•00· E 96.6/J' 8• /)IP CL-J50
2 N r15•00• E 78.48' 8• D,iP CL-J50
J 18'41'45· 211.00· 68.85' 8• D/P CL-J50
4 N 11•25•45• W 124.2J' 8• DIP CL-J50
5 12·11 •15• 211.00· 44.88' 8• ()IP CL-JSO
8 N 2J'J8'oo• W 80.42' 8• 0/P CL-J50
VWD SEWER DATA·
I ( , BfARING/DfL TA RADIUS LENGTH REMARKS
1 N r15•00• E 92.81' a• P,VC
2 N r15•00· E 85.41' 8. P')iC
J N 2'05'52" W 84.97' 8" Pv'C
4 N 11'28'45" W 124.2J' a• F1/C
5 N 17'J2'22• W 42.48' 8"PVC
8 N 2YJ8'00" W 75.71' 8" PVC
'
PRIVATE STORM DRAIN DAT.A.
C) BEARING/DELTA RADIUS LENGTH REMARKS
I N 7'15'00" E 114.75' 24" (?CP 1J50-D"
2 N 82'45'00• W 4.75' 18" (?CP 1J50-D•
J N 82'45'00" W 30.75' 18" (?CP 1350-D•
• WATERTIGHT JOINTS ALONG ENTIRE REACH
•• SEE PROFILE FOR LOCATION OF WATERTIGHT JOINTS
HUNSAKER
& ASSOCIATES
SA.ill DIEGO, IIIIC.
Pl.ANNING 10179 Huennekens Street
ENGINl.:ERJNG San Diego. c.a 92121
SURVEYING PH(858)SS84500· FX(SSS)SSll-1414
17+1J.81
REMOVE END CAP &, CONNECT TO EXISTING VWD WATER PER DWG 397-J
51
ADD RI-I SIGN
NOT£: £VERY Lor SHALL HAVE 1 ORM'WAY, 1 WATER LATERAL. 1
SEWER LATERAL, AND I SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
V.W.D. "AS-BUILT'
{SIGNATIJRE) DATE
RAYMOND L MARTIN P.E. NO.: 48870
MY REGISTRATION EXPIRES: 6 JO 06 DISCIPLINE R.C.E.
s~EE SHEE'I' .,,O CABJ\LLEk<)
I " -
12
1~ o;, o, + + 0) 0) --I
13
~?i; 0: c:, te.
<;:, "' .. -\o;
<:,
"' d
,8
~8 ~g
~~
,:, ..
' I) r ~ o
"' -" "' + ~~
9
11
\
2 80 PER /IWD W-1
10 )
' j
J
_) -}J j:,,l r,. ~ t
9 -o O <> ++ ~ I ~ '1-"" t0-....i
o r-t-"' it:Jr"'l">"'~s,,:;...'<5~12 ~\_.. ~ J ,. ~ , , 0 r( ~ ~ r-. <:, ~ <:, 0 --+ + _ -. ->,: ~ o< , ·,, V V ... ... ... " <0 --8 <)\ "'-~... ;:: I I I ~ \_'4, ~ U\ V) ~ ta , ..... ..,, ...... •
40
VWQ NOTE:
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO THE INSTALLA T/ON OF
THE PUBUC WATER OR SEWER SYSTEM.
~~
0 40 80
SCALE I'= 40'
_I
_1· ---------
. -,-
I
----r :.:=:==
•t-••--t '. 7. . . : .....
- -,----
120
V. W.D. DWG NO.
ENGINEER OF WORK
.,.,_ (;; ,!_-l Q (j I,, -C) \J ,\>I \l:> ,o 1 :,:,<>o \JI t. ·._,. N ~ / ~~ ><-tw) 0.. £1'.l ~ ~ ...J...,. IQ r-"'1, ..J ~~ IJ\ V\...,. + ~ °' "i,~ ~ __/
<,J,.!_ \!) (j <l V i + -.,, ~ "' <:, <:, ~ :::\ -<. / "-----./ "----/ V /1 L I, I ~ ~o ~~ '9 >-~ >-&l 't,. i Lil ,l '11::, ?! ~ °' <:::, ·,< o--<. • 7 L/_____.... \.,_____ ~ !';t~ei1...~o<~:·,t11.,tk,a,,,<.;....~i,:,,,,, __ !:f.(, J_6 (0 r ~ 31: ~ ~ "> ~ "' -, ~ o ,,s. /1), + ;.; ,,, / R 0"0 L "ARTIN DATE
le. R t,1.> ~-:::i ~ c:, i::J <o ~, ~ ~ ~ <>. ~ • :,._ <ii~ l\11.v ~ ~ "°' -N ~\"° \io 6 "' .,, -.__/ n , ., c:;"' "I ":i . . ~ " ~ ~ . . ,-: <0 ,.-,J..._...::.._,.,.=:__ __________ -r------,,,.-::,.,..,..,.,.,~-,-~=-=-~----+.::R.:.::.C::.:.E:.:. . ..:,N.:,::O;,:_ . ..:48.:,8:,:7~0:__....:,EX:.:,:P..:, . ..:6~/.:.3~0/:_:0:,:6 ___ -j
o:i Zc:, ~ ::l Is."'...: 8"' " "' l;i ~ -°'l~'Utl "' t:'i lo I> ~ I::' s: + "' · '--:t i§ei ;!: ;!: ~: ! ;;; ! ~:.:_ ~ ~:_+~:"~:Ji.., .. 1.1;e5 te. J VALLECITOS BENCH MARK "AS BUILT"
-'-'Cl: __ ,...,_ --~-" --..., ~~~ i~4 -">Cl; F 5 / WATER DISTRICT DESCRIPTION: l.,lk§82 .. &1ffs·~JA~f;£SCj,,JJAMPED
1 te_ <ii 2 J le. ~ LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN '/(~a,,t:_ 7/28'/;tJ ~~ , ~ ~L A ~5~¥ N'-6¼fH~%LlttfH3_Effi-~Tt FE ROAD --DATE
l\l ~ :,,. -/fr-/~ Approved By: J(,<7~-f1ttlfrf/f;il~iDLll;ifi_/~~~~•M1!J5ED ,__RC_l_::•..:_r:._!'_~_~_~_-_E_X_P_. _,:._/_.3_o_J._'l_.2 _____ ____,
,b ~~~ ,b ~~ 1 PreSlon H. Lewis, P.E. APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: ~ Q !l:)~ !a> J Date.·. ---'/=-·_,R, .. r.lc_.~.=:·~4-~·-2_7_, _E_x_P._12_-_3_1_-_0_6_ OF THE INTERSECT/ON OF RANCHO -,,.---s: Ol!l:>~ ~ J _ ~ __ r SANTA FE ROAD ANO LA COSTA AVENUE.l~_!_/~..,~,..:'..c.,...~-«Ut-~~••,J.t_ __ _
A: II <o ei ELEVATION: SJJ.39 NGVD 29 MSL INSPECTOR r ~ ~ ~°'! "'';,, ~ Cl: . i:< ~~~~ ~~J_) S/T/O TORTUGA 1----+----1--------------1----+----1---J----I ~ CITY OF CARLSBAD I SHE8ETS I
---"> <..>"> -l\l ~ ENGINEERING DEPARTf.AENT
~\___,I\_/ PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
7//o RLM
2·tJ7'tl6 RLM
DATE INITIAL
ENGINEER or WOR
"AS-BU/LT"
,fEflSE t?WY SEWER/ i'YRTEtf' l/lTE.fl?l L()(,9TIIJ. 'S
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA RIDGE
NEIGHBORHOOD 2.5
SJTIO TORTUGA STA. 17+08.82 TO 22+04.38
OWN BY:~~~-
CHKD BY:
RVWO BY:
PROJECT NO.
CT04-04
DRAWING NO.
420-6 I ..... --------------------+-----·------------------------------------------------------------------------------------------..,.,.,..,.,.,..,.....,-----=-r-------.,.....------lci V.W.0. W.0. 204-685 W.O. NO. 2352-100 V.W.0. 04-026
BIN:
051706
t -
-----------------------------
-----------------------------------------------------___ -----· ···········-----·· -+---+----+-+ ---------' -------------. -------- ------------------------------···c+-~···t.11=~·
..... ······ f:=-t-.. ---t--~---t-~
+-----+.----;:-. •. +-+-•·IJIT-: !-::. -+---------+--+-+---+--+---------+-
-============r= ··------------------------- ----·,----....
IO' PUBLIC TRAIL DEDICATION
PER FINAL MAP
·······••·••·· i --------------
-------------------+---·---------------
...
I
~-.-•.• r·•••--•·"r•••7·•·• •d=-~ .. ~~.~ .. ~~ ............ ·-------------~ ---
1=Lc ,+-=---i=-±c= .• :.·.·=,-9± ... ~.·. -•.•• ·.cl. ~;:::~:;::::1-jTFE=t'------Frf'+~4-:tt!Fl=c.bF v. -l .... 4._ ....... "'-'-"" .. ~i ~1~ -_;:> ~~
If 41 ~ (j
~~ 16 -f. ::::i II) ~
"
TC CL + 0.04'
UNLE. S OTHERWISE
SHOWN
-------------------------'--
. cccc•f" ..
. •·• ~T--t . . .... ...... , t jij•. ·~., ------------,------------------
----1----1---+--+--+--~"-··-.. •' , JS .... ,,, ~il'-..E+-+--t-+-~EEEic=EEr FF+==e==r+"'=+-+=i-~.c'··-=····k=i-=+ -1· -· r······ ············.................. K• · 8:::::: -+--+-===cr=+cc+--+-t-~+=+ccc+-.• ·+--+--+----+
::~_:_i· ...... ···cc•;• ,C'f;;Q-.d1••·•••••••••••••••
- -- ------------------------------------J-----t----1c-l
--- ------ --------- --
-----------
--------. ----------------
------------....
.......•... :·· ..... ·i···· ' ... ------------ - - - ------------. --~--
===::======== ==:==:===;·::==·=·:::r::_:::'.::===·--
'13+00 15+00 16+00
15+82.07~
---------------------
l'=l=4=ic.ccF=="i""··>",j•j•···•
.T=t=t=cr.ccr···=·=tc··· •••••• ...... •••••••• F:..i,F+ =----<+--I I
· · · ·· · · · ·· · .,. ·1c··=+----t-~"=-FE'i<il"'li'¼=iffi
-----------------------,--
-t----,--4,r-.
--------·:::: ::: ::::: t.::::: :··---------------r_
VWQ NOTE;
NcW STREUS SHALL BC CONSTRUCTED TO
SUBGRADE PRIOR TO THC INSTALLATION OF
THI: PUBLJC WATER OR SEWf:R SYSTEM.
" -------,----- -
,.. . ... ' . . . I
~ If. ~ I.JI' .J.52 ' ...
·..-.-c=+=c · ioas:: 11 FP .•.•• .• !,.: .. --4-.::..
.. ••:1 i --------
-·· ------...
----------· ·::::·j
---___ :_;::: ·1 ----, __ ----~
------_:ii ~
·--=--1 -----7
. . i .
. r---t-~·~c---1~-•c•··
PROFILE SCALES
HORIZ. :
VERT. :
CENTERLINE DATA
r 1 BEARING/DELTA RADIUS LENG11-I
EXISTING STORM DRAIN~ PER DWG J97-J
" ~ I
~' I REMARKS
~t,
!I) V\
8 ~ i "' ~ -"' '
~ "' ~ V) t
" ~~ ~ -.. 'I' l\i ~ ~ -t
.,.,
-f. -~ "' (j
~ "
J0+00.00 S TYPc 8--1 INLU
L~t5'
5+88.
END SURFACE IMPROVEMEN
REMOVE: BARRICADE & MATCH EXISTING
I N J6'JO'oo· E 221.22·
2 9·40•00· 800.00' IJ4.97'
J N 26'5o'oo· E 190.71'
CURB DATA
□ BEARING/DELTA RADIUS LENG11-I REMARKS
I 208' 11 '4/J" JB.00' IJB.08' 6" TYPE G CJcG
2 N 54'41'4/J" E 50.00' IJ" TYPE G CJcG
J 28'1 I '46" TOO.DO' 49.21' IJ" TYPE G CJcG
4 N J6'JO'oo• E 117.95' IJ" TYPE G C&G
5 9•40•00· 782.00' IJl.94' IJ" TYPE G CJcG
6 N 25•50•00· E 190.71' IJ" TYPE G CM
7 N 25·50•00· E 190.71' IJ" TYPE G CJcG
8 9•40•00· 818.00' IJ8.0I' 6" TYPc G CJcG
9 N Jl)'JO'oo• E 227.22' 6" TYPE G C&G
VWD WATER DATA
{ J BEARING/DELTA RADIUS LENG11-I REMARKS
I N J6'JO'oo· E 22J.8J' 8" DIP CL--J50
2 9•40•00· 811.00' IJ6.8J' 8" DIP CL --J5D
J N 26'50'oo· 1: 185.71' 8" DIP CL -J50
VWD SEWER DATA
{ l BEARING/DELTA RADIUS LENG11-I REMARKS
I N J6' JO'OO" E 129.lJ' 8" PVC
2 N J6'JO'OO" E IIJ.61' 8" PVC
J N Jl'40'00" c IJ4-.81' 8" PVC
4 N 26'50'00" E 170.71' 8" PVC
PRIVATE STORM DRAIN DATA
0 BEARING DELTA RADIUS
I N 6J'IO'OO" W
2 N 61"25'1J" W
• WATERTIGHT JOINTS ALONG ENTIRE REACH
10179 Huennekens Street
San Diego, Ca 92121
PH(656)556·4SOO· FX(B58)556·1414
LENG11-I
J.25'
29.26'
REMARKS
. 18" RCP IJ50--D.
18" RCP 13'~ '--'----'
~I
I
I
I
'
I I
' I
I
I
' I I
' ' I
"-~ <. 2 ~
,_ .. • "' -f. -"'
PER DWG J97-J
D Wt4-t SIGN
ER DWG 397-3
RINTIA STREET ' , I ,,, :/ :
I ,,u · ;
); r
.. _/ I I If /
I i/1 /
29 40 0 40 80 120 ----
SCALE I'• 40'
COR1Nll4 STR£Er fl
I I 10+19.66
~-;1;, ___ 2, tcl:cccc ,J~ i
.C?!!..;_',;:,'t\-r-9"f I rn " JO
(
\ \
49+88.88 MH NO 22
PER \WD S--1
..----LIMIT LINC ANO PAVEMENT
LfGENO PER CALTRANS
STANDARO A2#J, A24C \ \
\'(\
\ I
I \ 13\ ..
'
j, .• ' '1\T ! ,\' !
\\1, : I\'<\'. \ \\
I ' I I\\
\ I
\ ' \ I \
\
42
s s .,.
"' :--<::,
...... C')' ......
TIA STREET
DWG 397-3 31 V. W.D. DWG NO.
r-'-'lt I () --.. -· '1-r-~ t ,+ ai ..,. IQ "'~
A D Rt-I SIGN ENGINEER OF WORK
->-,_).. "~ -... ~ _,-t "' '9 ·-I> IQ il't """3: ,,., :t: 1-.) \I-...... ---,.... "'Ill :": t CJ)~ .fl,. ,.,.. 0 ~ ......
~c:, ~ ~ <::>c:, il1 il1 ~~ Pi:.~ ~\;j'i';!~~ ·~ --t --~~~ 8 8 ~.... ~ /V./7 L
i:; ~ ~ Pj " ~ ~ "' c:, . 1::: --t ->-8 ->-&, "' ~ ~ "' -:· "'."' -:--t :ii•~ A /4 ti~ <. -f. -f. ~ t-.. <o iii ~ ~ ti <»NO ~ :i; !> ' ;--J '-" ~ ~ ~ ~ --{ ~ RAY NOLMARTIN DAT[ -::;: d ::: ::: " ~ : ;!: ~ ,.. ~ co ., ~ ,_; ~ ~ ~ <ii i:3~ 8 ~ ~ ~ + ~ ~ a 50
-f. ..., --~ d ~ ~ : ~ ~111:1 :>o 'fi :;;; ~ -49f-::=:::,',:::=:,/f'<::;:?.~~~~~::--" ;__ ______ ..;:,,. ______ -------~..;.R;;..C;.;..;;.;[.;__N0;.;'...;.48;.;8..;.7.;;.0_;__tX..;.P..;.._8;.:.f..;.3_0/:..0.;..8;__ __ ~
43 ,e 44 ::: ~to ~ ~0 i:3 ,e" 48 ;--'ALLECITOS BENCH MARK "AS BUILT'*
------\. _..{ , 45 If 46 If 47 ~ !It~ 'f -._/ --WATER DISTRICT DESCRIPTION: /Jk§62 .. &1fA·~!JAg~N9!.S1JJJ.AMPED
-'-----"-\____. t . _I.. 'f "' '-.-/ LOCATION: POINT LIES 8. 5' EASTERLY OF EASTERN
'-.._....'-..._/• ~ '-..,./ ~ BERi/ LINE ON RANCHO SANTA FE ROAD ----------------
'----....---\._ l 1 \......,/ . A 133 NORTHERLY OF ELECTRIC DAT[ ----,__..\,. _ _,..,,~ i'e,\_../'-.._\___...1.._.., \_--i...____.,~\.._../ Approved By: ~ 1 TRANSMIS:jlON Lli';/E POLE .MARKED RCE ----EXP.
P t H L · p E TL23011 AND 'Tl..13825 AND res on · ew!O, · • APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: , ~;C.~:. 4~27, EXP. 12--31--06 OF THE INTERSECTION OF RANCHO
Da\e:~----~'• __ 7-~F_________ SANTA FE ROAD AND LA COSTA AVENU£
NOTE: EVERY LOT SHALL HAVE: I DRIVEWAY, I WATER LATERAL. I
SEWER LATERAL. AND I SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO Be SHOWN ON "AS-BUILT" Pl.ANS. SIT/O AVELL.ANA
ELEVATION: 533.39 NGVO 29 MSL INSPECTOR DATE
1---+------;-------------+-----;---t---t---t I SH~n 1,c_,_T_Y~O_f'_C_A_R_L_S~B_A_D~ I SH~ET' I
V.W.D. "AS-BUILT'
(SIGNAnJRE)
DATE
RAYMOND L MARTIN P.E. NO.:
MY REGISTRATION EXPIRES: 6-J0--06 DISCIPLINE
4-8670
R.C.f.
_ ENGINEERING DEPARTMENT
1----+---+-----------------1----1---+---+--~ PRIVATE STREET & UTILITY IMPROVEMENT Pl.ANS FOR:
LA COSTA RIDGE
NEIGHBORHOOD 2.5
SITIO TORTUGA STA 10+30.78 TO 15+88.63 ,,
;
;__---------------------------------------------------------------------------------------------------------------------,,~-=---=~~':"""'.::-::-::~~~~~~~-r-~:-:::---::-:--:=-i&t V.W.D. W.O. 204--685 W.O. NO. 2352-100 V.W.D. 04-026
BIN:
I
1 • I f,
f
f,
t
i
f i 1 i
l
'
. ' . '
'
051706 . \
. --
SEWER LATERAL & WATER SERVICE DATA TABLE .
Street Station Lrgth Lateral Depth Balow Lateral Street Station TC f "'.LA
of Sewer Invert at Drop to of CB Elev. of Water Brefi te
LOT NO. Elev. At PL TC to IE Slope MaiA Remarks Lateral @ Main IE Main L teral Sewer Lateral@ PLIE (1) (3) (2) Curb (4) Curb
# # ft ft ft ft ft ft % # ft
1 17+45.33 398.65 5.88 0.00 405.13 410.99 5.86 2.00% 17+55.33 410.98
2 18+28.25 401,38 4.90 : 9.20 406.87 412. 73 5.86 2.00% 17+97.26 411.87
3 _1?+62..33v-,.._ 4{;"'.l 'JQ 1.B9 ·aJ;:,.n 4DL5!i -41~4.l -, 5.86 ? 00,% 8±75~ 41~46,
4 ( 19t35.80 4/JIJ. 61 2.81 ~009 409.02 414.GG 5.86 2.00% l9t4S.23 4I4.Bfj ' ~
5 /' 19+71.62 406.35 2.84 , 8.00 409.75 415.61 5.86 200% 19+81.62 415.59 '
6 '-, 20t48.50 407.8G 2.BG : 8.00 411.20 416.94 5.86 2.00% 20t59.50 417. /6 &.
7 20+85. 73 408.64 2.83 , 8.00 412 03 417.89 5.86 2.00% 20+94.35 417.85
8 ' 21+42.94 409.78 2.81 8.00 413.15 419.01 5.86 2.00% 21 +52.94 419.02
9 21t90. 70 _410.85 2.69 ' 9. 7.3 414./3 419.72 5.86 2.90% , Zlt95.82 419.89 ' 10 4t+.ll. ·1 u-1,,u;, 41U.89"""' 3.0g-->4.30-"4t4'.or '-42'0.53 5:136 2.00% 42+ 1 u]S' CDS 420.0L
11 41+76.41 CDS 410.93 2.77 9.00 414.88 420.74 5.86 2.00% 42+04.94 CDS 420.55
12 19+16. 72 405.26 2.86 , 5.40 408.63 414.49 5.86 2.00% 19+27.86 414.52
13 19+83.00 406.58 2.81 , 8.00 409.95 415.81 5.86 2.00% 19+93.00 415.82
14 27+64.40 418.99 2.50 : 8.00 426.61 432.47 5.86 18.27% 27+64.40 432.24
15 26+96.14 423.86 3.40 : 8.00 431.37 437.23 5.86 14.67% ?fHi\R. 14 4'.F 71
16 26+37.32 427.92 3.07 , 5.50 435.28 441.14 5.86 16.80% / 25t94.28 444.15 ')
17 25+79.24 43:l.28 1.58 7.30 439.20 445.06 5.86 19.54% • 25t33, (4 '1-48. '1-3 &:,
18 24+98.36 439.41 5.25 , 8.00 445.22 451.08 5.86 2.00% 24t65.J5 45_3.15 C ' 19 23+34.01 453.09 3.07 : 8.00 456.72 462.58 5.86 2.00% 23+21.51 ·453_ I ,j
20 22+62.66 459.18 2.77 , 7.70 462.51 468.37 5.86 2.00% 22+53.35 468.93
21 21 +88.61 466.18 2.42 , 8.00 469.16 475.02 5.86 2.00% 21 + 78.61 475.66
22 20+96.10 473.43 3.28-, 6.50 477.24 483.10 5.86 2.00% 42+91.62 CDS 483.64
23 42+45.17 CDS 476.89 3.44 : 8.20 481.10 486.96 5.86 2.00% 42+35.17 CDS 487.72
24 41 +73.12 CDS 479.40 3.90 • 8.80 484.28 490.14 5.86 2.00% 41+95.24 CDS 489.49
25 25+66.11 433. 78 6.12 8.00 440.46 446.32 5.86 2.00% 25+56.72 446.15
26 27+22.66 421.97 7.02 . 8.00 429.55 435.41 586 2.00% 27+12.66 435.86 (4)
27 27+99.46 416.46 7.05 : 8.60 424.09 429.95 5.86 2.00% cLt.87 ·~ '"".6? CL PL
28 28+42.82 413.08 7.48 '9.50 2.00% ( LENGTH OF 1.ATERAL
421.15 427.01 5.86 Btl3.87 428.78 ,
29 28+96.25 408.90 7.87 -0.00 417.37 423.23 5.86 2.00% 2ti+ 7u.53' 424.irr-TC
30 29+62.77 405.24 7.06 , 9.60 412.90 418. 76 5.86 2.00% 29+54.32 419 04 ,
31 30+16.34 402.84 6.42 : 0.10 409.87 415. 73 5.86 2.00% 30+07.57 415.96
~ .,. ' -30+70.98 401.54 _ 5.30 : 8.C 0 407.40 413.26 5.86 2.00% 30+.60.98 413.49 --
.f . 7 ~ '-..33 15+65.57 416.91" ·4_37· a.ou 421.84 427. 70 5.86' 2:00% . 15+40.57 . 42tl.85 (1) ~ 15+15.42 421.53 2.80 , 8.00 424.89 430.75 5.86 2.00% 15+05.42 431.24 ., oS • 51)~ DEPTH BELOW PL 35 ...... 14+41.30 428.35 2.43 '8.00 431.34 437.20 5.86 2.00% 14+31.30 43~ ~
36 "'1:3+48.01 437.59 2.67 : 5.30 440.77 446.63 5.86 2.00% 13+37.42 ( 5' MIN
) 447 -• ---37 1 <.~.38 445.74 2.88 ~7.40 449.17 455.03 5.86 2.00% 12+58.77 ~00 % MIN (3) OR 2
38 11+,o~ 454.05 2.96 , 8.00 457.57 463.43 5.86 2.00% 11+80.96 _,, 464.16 < 1.0' MIN • 1 _0, MIN, SD 39 21+80.83 CD 461.86 4.04 ,2.10 466.75 472.61 5.86 2.00% 2t-t]A,5~S 473.lil -• I I 40 21+26.78 CDS . .18 3.35 ~7.10 469.88 475.74 5.86 2.00% '~4CtJ6 415.99 , NC DROP TO MAIN ► ~
41 21 +68.12 CDS 465. 5.59 (\6 20 472.48 478.34 5.86 2.00% 0.22 GOS 477.55 • (2)
• 42 20+22.40 CDS 465.89 '-.4.26 32.00 470.79 476.65 5.86 2.00o/,,.., 21 +41.50 CDS 474.83 i\ 1.2 MIN {PER a• MAIN}
43 10+68.13 463.68 ~ 8.00 468 20 474 06 5.86 2~o 10+58.13 474.21 • ,~~~
> 44 11 +32.29 459.52 ..._: 8.00 463.61 469.47 5.86 ,., . 00% 11 +22.29 469.93 ~
'
I 45 12+05.09 452.58 2.85 -~o 455.99 461.85 ~ 2.00% 11 +95.09 462.68 TYPICAL SEWER I.ATERAL ELEVATION
46 12+80.71 444.65 2.87 ' 9 .2U"'II 448.11 453.97 2.00% 12+69.74 454.84 NTS >
47 13+53.51 437 01 2.62 ~o 50 .24 446.10 7586 2.00% 13+40.81 447.38 •
48 14+21.30 430.19 2.66 28.00 433. 439 2-z.,' 5.86 2.00% 14+11.30 439.98 • NOTES:
49 14+94.00 423.50 2.32 ~8.00 426.38 ~ 5.86 2.00% ....Jft*~Q0_ 417 93 ' CONTRACTOR SHALL CONSTRUCT I.ATERALS WITH .. PRESCRIBED SLOPE AND DROP TO MAIN • .. 50 15+49.97 418.35 3.73 ~800 422.64 5.86 2.00% , l'1t2ttJi 4JtJ/3 Ir:,
I 51 15+53.96 399.00 1.69 ;,6.90 ~ 5.86 20.20% 1~+4J. ff 4Tl.::lti '
) 52 14+81.86 404.25 4.19 ,,5.60 416.56 ~5.86 8.80% 14+70.83 417.07 0
53 13+90.57 411.96 4.11 ~6.3Q., 418.98 424.84 ~ 11.07% 13+81.96 425.44 '
). 54 13+04. 73 420.15 2.65 ~ 427.48 433.34 17.93% 12+94.54 434.18 /~~ 55 12+31.45 427.27 1.62 • 434.98 440.84 5.86 ""21. 73% 12+21.45 441.46 0
) 56 11 +66.94 432.45 3--:;;, ~8.00 440.67 446.53 5.86 1~% 11 +56.94 446.92 ' ,..,M . ~,'\
I t;~ -~ I 57 11+14.88 436.64 '3.56 ;,5_30 444.08 449.94 5.86 1533~ 10+98.98 450.65 • ( u NO. 48870 2 ~ < ). 58 10+58.04 439 . f.o!" 3.71 ; 7.20 446.98 452.84 5.86 13.27% ~593 453.33 \ ~ EXP. 8/30~ l I I 59 41+33.18 CDS ]iff.75 4.97 66.40 448.05 453.91 5.86 2.00% 7 CDS 454.33 ~ ........ ~ ,.,,. > 60 42+03.68 CDS.-436.48 7.15 4~.00 444.47 450.33 5.86 2.00% 41+96.0~S 450.58 ◄ \.__ ~ OF CA~\f~ ~ V. W.D. DWG NO.
61 12+3~ 427.11 6.81 Z8.00 434.48 440.34 5.86 200% 12+23.45 -.._ 441.27 I ~-....,,. ..,
62 1~.30 419.30 6.58 29.80 426.48 432.34 5.86 2.00% 13+03.56 ~ ENGINEER OF WORK I 63 ./1'4+95.46 403.11 3.50. 29.90 414.34 424.34 10.00 25.86% 13+77.47 .
~-.c1a-.L r;/4/4r
,.
64 .... 14+60.30 406.07 5.61 3p.90 412.30 418.16 5.86 2.00% 14+50.63 418.76"" 11,,.
fT 15+21.73 400.89 6.51 2/J.60 407.98 413.84 5.86 2.00% 14+92.73 415.42 '-,. ◄ l £66 15+ 72.08 398.28 6.63 2/J.50 405.48 411.34 5.86 2.00% 15+52.15 411.91 ,J RA NOL.MARTIN I DATE ' R.C.E. NO. 48670 EXP. 8/30/08
,
··-'-,.-"--~.,.A-........ ~~.,,_,. A VWD AS-BUILT BENCH MARK "AS BUILT" , • . .
£Rl:MOVELOT5 JJT ~ VALLECITOS ,__ __ __,.___, . . DESCRIPTION: 1.,1,.S.C. & G.X. BRASS DISC STAMPED
.SF f O \o/Ci. r/0. +10-, D WATER DISTRICT K 302., 1935 • IN CONG. MON. -¼:1~~ _7/4s}t) LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN
.,
Approved By: ~ BER/yf LINE ON RANCHO SANTA FE ROAD I 133 NORTHERLY OF ELECTRIC DATE T~ANSMISJION LlfYf POLE .MARKED NAME DATE :x'eston H. Lewis, P.E. ' L23011 AND L/3825 AND
(,. R.C.E. 45927, EXP. 12-31-06 APPROXIMATELY 1.2 MILES NORTHERLY REVIE~ BY: OF THE INTERSECTION OF RANCHO --/...;~ 8b/h_ Dote: {.)-or SANTA FE ROAD AND LA COSTA AVENUE.
R.C.£ NO. EXP. ELEVATION: 533.39 NGVD 29 MSL INSPECTOR ,J DATE
I S~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVEMENT PLANS :OR:
LA COSTA RIDGE
NEIGHBORHOOD 2.5
HUNSAKER APPROVED LLOYD HUBBS d~
& ASSOCIATES 7/1~ .RlM 1/-'I\ hAS ·Btllt. T" ~4".~ ~b~lo~ II lnq nuw ,o•uov£ L015 3371tRU61,,"•~ n,.,,_ "0,4)0°'1 I!. h /1J• i)i' ,l. 1/~/,0 6VP PilcE :=::.::::=---fxe 12/,ll70---DATE -. SAN DIECO,. INC 2-07-06 l?lM KEY/$£ t.Rlcl?Rl TR8le ~ ,.,, Kt: ~~ ~ DWN BY:
I
PROJECT NO.
I
DRAWING NO.
Pl.ANNING 10179 Huemekens Street DATE INITIAL DATE INITIAL CHKD BY':"--~ CT04-04 420-6 ENGINEERING San Diego, U 92121 REVISION DESCRIPTION RVWD BY: ~ ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL
SURVEYING PH(858)558-4500· FX(858)558·1414
R, \ 04 58 \ &Eng \!Mprov e Men ts\ 04 5 8iA08.d wg[ 1935]Mo y-25-2 005 ,oa,23 IV.W.D. w.o. 204-6851 w.o. NO. 2352-100 I V.W.D. 04-026
BIN:
I I