HomeMy WebLinkAboutDWG 420-5B; CT 04-03; LA COSTA RIDGE NEIGHBORHOOD 2.3 & 2.4 SOUTH; 01-08GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE C11Y
or c.ARLSBAD REGARDING IMPROVEM£N7S SHOWN ON THIS SET or PlANS.
2. APPROVAL or THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1H£
CARLSBAD MUNICIPAL COD£, RESOLtmON OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJSTED H~ON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. Cl1Y APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF -WORK FROM RESPONSIBJLJTY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO 1HE Cl1Y ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMfT FROM TH£ CITY ENGINEER WILL BE REQUIRED FDR ANY
WORK IN THE PUBLJC RIGHT OF WAY, PRIOR TO PERMIT ISSUANCE, A
CERTJF!CA TE OF INSURANCE MUST BE F!LED NAMING THE CITY OF CARLSBAD AS
AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE
COMPANY WRlnNG THE POLICY MUST tk\\1s A RATING or "A. AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA\IE" BEEN OBTAINED FROM
mE CITY AND omER APPROPRIATE AGENCIES,
6. REVISION OF THESE PLANS MAY BE REQUIRED IF
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE
IMPROVEMENT AGREEMENT.
THE PROPOSED
DATE OF THE
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TH£ WRITTcN APPROVAL
ON THE OF THE CITY ENGINEER, NOTEV WITHIN THE REVISION BLOCK,
APPROPRIATE SHEET OF THE PlANS AND 1ITI.£ SHEET.
8. ORIGINAL DRAW!NGS SHALL BECOME THE PR0PER1Y OF THE CITY UPON BEING
SIGNED BY TH£ CITY ENGINEER.
STREET NOTES
t, ACTUAL STRUr:nJRAL SECTIONS WILL BE DETERMINED AFTER i?" VALUE
TESTS HA VE BEEN CONDUCTFD Br A PROffSSIONAL ENGINEER OF THE STATE
OF CALJFORNIA, PRINCIPALLY DOING BUSINESS IN TIIE FIELD OF APPLIED
SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRI.ICWRAJ.. SECTION MUST BE SUBMITTED TO THE
ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DA )'S BEFORE THE WORK BEGINS.
2. S77?££T LIGHTS SHALL BE /NSTAUED AS SHOWN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOI..ES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNOEl?GROI.IN[) I.IT/LIT/ES #10 IA~l?ALS SHALL BE INSTALLED PRIOR ro
CONSTRI.JCTIQN OF CURBS, Cl?OSS GUTTERS OR SURFACINC OF STl?EETS.
4. STORM DRAIN PIPE SHALL 8£ Rf/NFGRCED CONCRETE PIP£ WITH A MINIMUM
D-LOAD OF 1.350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LDAD OF
2 TIMES THE MINIMUM D-LGID /?EQI./IRED FOi? RCP.
FOR PR/VA~ STOFIM DRAIN PIPES, UP TO 15" PVC A«Y BE UTILIZE[)
PROVIDED DEPTH IS LESS Tl-WI 15 FEET AND BACKFILLED WITH 3/ 4" ROCK
PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35
SOLID Hl4Ll PIP£
5. WHERE AN EXISTING PIPE LJNE IS TQ BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERL r COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVcD AS APPROVcD BY THE CITY ENGINEER.
WHEELCHAIR RAMPS SHALL BE INSTALLED PER R£QUIREMENTS OF ITTLE 2-J.
CALIFORNIA ADMINISTRATIVE GODE.
7. STREET TREES SHALL 8£ INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
ENGINEER'S NOTES
I.
2.
3,
4,
NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULArlONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE' FOR CONFORMING TO ALL LOCAL,
STAT£ A/VD fEO£RA/. SAFETY Al(lJ HEALTH STANDARDS, LAWS Al(lJ REGULATIONS.
CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JQB SI~
CONDmONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY or ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND Nor BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RE:AL OR ALLEGED,
IN CONNECnON WITH THE PERFORMANCE OF" THE WORK ON THIS
PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE ENGINEER.
THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES. STREETS,
UTILITIES. AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PlANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR AELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CAWNG THE ENGINEER OF WORK AT 558-4500. THE CONTRACTOR
SHALL ALSO TAKE 7HE NECESSARY STEPS ro PROTECT THE PROJECT AND
ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT
RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS,
HAY BALES. TEMPORARY DES/LT/NG BASINS, DIKES, SHORING. ETC.) UNTIL
SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTEO FOR MAINTENANCE
BY THE OWNE:R.
ENGINEER'S NOTES (CONT.) WORK TO BE DONE
9,
10.
I I .
12,
/3,
14.
15,
THE CONTRACTOR SHALL NO//fY THE SURVEYORS 48 HOURS PRIOR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK
WITH A LETTER OF CERT/FICA TION STA TING THAT ALL IMPROVEMENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH TH£ LINES
AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
!TEMS REQUIRED BY THE APPROVING AUTHORITY.
THE GENERAL CONTRACTOR IS REQUIRW TO KEEP AND MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE
ENGINEER OF 'NORK, SOILS ENGINEER AND TH[ CITY INSPECTOR. TH£ GENERAL
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLAAS SHALL
BE CERTIAED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT. AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
STATIONING OF DRIVEWA Y.5. LATERALS AND PROPERTY LINES ON CUL DE
SAC"S AND KNUCKLES ARE AT Tl/£ RIG/ff OF WAY. PRC ANO PCR STATIONS
ARE AT THE CURB.
RETAINING WAI.LS. IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECT/ON
IS REQUIRED FROM THE BUILD/Na DEPARTMENT FOR AI..L RETAINING WALLS.
THE S011.5 REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO AND /./ADE A PART OF THIS PIAN. ALL CONSTRUCTION SHALL CONFORM
WITH AND BE: SUBJECT ro ANY TESTING QR INSPECTION REQUIREMENTS
IN THE REPORT.
CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL -4.NGLE POINTS AND TEES
IN WAIER SYSTEMS PURSUANT TO THE APPROPRIATE WATER D/Sff?/GT STAMJARD.
THE IMPROVEI./ENT IWRK SHALL BE PERFORMED IN ACCORDANCE WITH THE: FOLLOWING DOCUMENTS,
CURRENT AT THE: TIME OF CONSTl?UCT/ON, AS DIRECTED BY THE CITY ENGINEER.
'-2.
J.
4.
5.
6.
7,
8.
9.
10.
11.
12,
13.
CARLSBAD MUI-IICIPAL COD£.
CITY QF CARLSBAD £NG/NEERING STANDARDS.
THIS SET OF PLANS.
THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CO. :STRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DA TED,
AUGUST J, 2001, UPDATE LETTER DEC. 20, 2004.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 6£ MDDll'IE:D BY THE
CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-D 7 , ,
CITY OF CARLSBAD RESOLUTION NO. 5736, 5737 <I: 5738. DATED:J..2.li +
~~LLE'C/TDS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS.
LEUCADIA DISTRICT STANDARD DRAWINGS AND SPECIFICAOONS.
STORM WAITR POLLUTION PREVENTION PLAN (SWPPP)
PREPARED BY: HUNSN<ER &: ASSOC/A TES, DA TE: I 2/08/0J.
STORM WATER MANAGEMENT PLAN (SWMP)
PREPARED BY: HUNSAKER &: ASSOC/A TES, DA TE: 12/0 7 /04.
CALIFORNIA STORM WA ~R OUAUTY ASSOC/A TION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT QF mANSFDRMATION,
DESCRIPTION
LEGEND
STD. DWG, SYMBOL
CONTRACTOR SHALL SUBMIT AN AS-BUILT PUW IND/CA TING ALL STREET LIG/ff SUBDIVISION BOUNDARY ---------CONDUIT RUNS, ACCESS POINTS. HAND HOLES AND SERVICE POINTS PRIOR ==T OF WAY ""E TO ENERGIZING THE SYSTEM. ~-urn
16. ALL SEWER LIN£ BEDDING SHALL 8£ 3/4" BACKFILL PER SDRSO S-4, PROPERTY LINE
TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. JOJ4 FOR SOR 35
QUANTITY
9. TH£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE •l>IGINE:ER-QF-WORK PRIOR TO FINAL ACCXPTAACE OF THE WORK BY
CITY.
THE 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
DF WORK OF THIS PLAN PER SDRS DWG Mt9.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF" THE AVAILABLE RECORDS. TO
TH£ BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR
THIS CONTRACT. THE CONTRACrDR SHALL /./AKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND
UTILmES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT.
SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED
IMPROVEMENTS UEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DEV/A TIONS PRIOR TO ORDERING MA TERJALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES ffEQUIRE CHANGES TO THE D£S/GN.
SOLID WALL PIPE.
STORM DRAIN NOTES
EASEMENT LINE
A.G. PAI/ING/BASE
6" TYPE G CURB &: GUTTER G-2
G-27
88,D30 SF
4,774 IF
10. ACC~'"SS FDR F!RE AAD OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTTWCTION.
1 I. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS Rf PORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER Of' TH£ STAT£ OF
CALJFORNIA, PRINCIPALLY DOING BUSINESS IN THE F!ELD OF APPLIED SOILS
MECHANICS. THE SOILS RcPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLrnON DF FIELD TESTS. THE
WRITTEN FIELD COMPACTION R£PORT(S) SHALL BE IMMEDIAffi Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A fflfCONSTRlJGTIQN UffTJNG SHALL BE HF/ Q AT THf s,rr ffllQR fil THE
BE~INNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES
RES~''lNSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF TH£ WORK. THE' CONTRACTOR SHALL SCHEDULE TH£ MEETING
THROUGH TH£ PERMIT CLERK( 438-3891) AT LEAST FTVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCT/ON. APPROVE:D DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING,
t J, ALL INSPITDON REQUESTS OTHER THAN FOR PRECONSTRUCTION 1,/EET/NG WILL BE
MADE' BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT
(760) •U8-JB91.JNSP£CTION REQUESTS MUST BE RECEIVED PR/QR TD 2:00 P.M,
ON THE QAY BEFORE llif INSPfCDON IS NffOfP INSPECTIONS WILL BE MADE
THE NEXr WORK DAY UNLESS YOU REQUEST 01H£RWISE, REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FDR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER loND/OR CONTRACTOR
SIW.l. DESIGN, CONSTRUCT AND MAINTNN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOff CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HfAL TH STANDARDS, LAWS AND REGULATIONS,
15. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6 705 BY SUBMlmNG
A DE:TAIL PLAN TO THE Cl1Y ENGINEER AND/OR CONCERNED AGENCY SHOWING
TH£ DESIGN OF SHORING, BRACII-IG SLOPING OR OTHER PROVISIONS TO B£ MADE
OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE
EXC,,VATION OF SUCH TRENCH OR TREI-ICHES OR DURING THE' PIPE INSTALLATION
THER£IN. THIS PLAN MUST 8£ PREPARED FDR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EX01VATION. IF" THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS fSP:81 ?SHEP BY THE CONSIRI IGDDN SAFfTY QRQfBS nu f f!
CALIFORNIA ADl,IINISTRAT(YE CODE. THE PLAN SHALL BE PREPARED BY AN
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA T/ON.
16. IF ANY ARCHAC:OLOG/CAI.. RESQURC<S ARE DISCOVERED WITHIN ANY WORK ZONE
DU'/ING CONSTRUCTION. QPERADQNS WI/ I CEASE IMWWATEJ Y AND THE
P"RMITTE£ WILL NOTIFY THE CITY ENG!NEER. OPERATIONS WILL NOT RESTART
UNTTL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TD DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRNAL. DEPARTURE OR OPERATION or TRUCKS,
EARTHMOI/ING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
~RAO/NG fQU/PI.IENT SHALL BE UM/TED TO THE PERIOD BUWEEN 7:00 A. I.I. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING QR GRADING
OPERATIONS SHALL Bf CONDUCTED ON WEEKENDS DR HOLIDAYS. (A LIST OF CITY
HOUUAYS IS AVAIi.ABLE ,,_T THE £NG/NEERING DEPARTMENT COUNTER.)
I 8. ALL OFT-SITE HAIJL ROUTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO THE
CITY ENGIIIITR FOR APPRQVAJ. 7WQ FULL WORKING QAYS PRIOR TD BEGINNING Of
WORK THE CONTRACTOR SHALL BE RESPONSIB[,£ FDR ANY D£BRJS OR DAMAGE
QCCURfflNG ALONG THE HAUL ROUTE OR AQJAC£/fT SIRfCTS AS A RESU! T Of THE
GRADING OPERATION.
19. 1-10 BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
2D. THE EXISrENCE A.ND LOCA TIQN OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES QR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON TH£ PLANS. THE CONlRACTQR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SfTE SUFTICIENTL y
AHEAD OF" THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF" IT IS FOUND THAT TH£ AC1UAL LOCATIONS ARE IN CONFUCT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAtf THEIR
FACIL/TJES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDGdtE (760).fa0-7647
PACIFIC BELL (800~92-0123
ADELPHIA CQMMUNICAT/01'1S (760)438-7741
COX CQMI.IUNICATIQNS (760)80(;-9809
crrr OF" CARLSBAD (STREETS dt STORM DRAIN) (760)4J4-29ll0
CITY OF CARLSBAD (SEWER, WAITR &: RECLAIMED WATER) (760)438-2722
LE:UCADIA WolSTEWATER DISTRICT --~1753-0155
VALLECITOS WATER DISTRICT ( -~,'i:6~~0
PLANNING
ENCINEBIINC
Sl.IVEYING
~~t2f! TIS ( ft,'' ,_, 1
i -> SAN Oi~CO, INC
10179 HIJMl"leken, Stre&t
5.wT Diego, Ca 9212'1
PH(osalSS&-4500• FXIBS&)sSll-141'
)
9. ALL SURVEY MONU/.IENTS AND POINTS THAT ARE DISTURBED 8'f THIS WORK
SHALL 8E RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL W/0 SUR\IE"YORS ACT.
10. 1'WO (2) SETS OF SURVEY (Cl.IT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
11. STREET UGHTS PROPOSED BY THIS PLAN AR£ PRIVATE. THE PRIVATE
STR££17.JGHTS ARE OWNED 8'f THE HOA. PRIVATE MAII-ITENANCE RESPONSIBILITY
IS COVERED 8'f AN ENCROACHMENT PERMIT. PR-D3-t23.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA\IE" EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT
THE DESIGN IS CONSISTENT WfTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/flCATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK. OF 1./Y
RESPONSIBILITIES F"OR PROJECT DESIGN.
FIR/./, HUNSAKER 8 ASSOCIATES
ADDRESS, IO I 79 HOCN/IQ(fNS AVE
CITY, ST.· SAN OIEGO CA
5,
6,
7,
8,
CONTRACTOR SHALL TAKE PRE:CAUT/ONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR
SI/ALL REPAIR OR R£PI.ACE ITEMS REQUIRED ro REMAIN IN PLACE WHICH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES. A LICENSED
SQ/LS ENGINEER SHALL BE R£TAll{£0 Br THE OWNER TO COUPLET£ NECESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
THESE PLANS SHOWN THE MIN/MUI.I IMPROVEMENT REQUJRE:D BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL 8£ BORNE BY THE CONTRACTOR. ANY
ADOITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPE:NSE.
PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTl?IJCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SflALL NOTIFY THE ENGJNEER OF WORK
IN WRITING, WHENEVER T/1£5£ PLANS SEEi.i UNCLEAR.
VALLECITOS WATER DISTRICT ::LEZ;:;';::t;:¥ DATE,
STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS
EXTENSIONS OR ENLARGEMENT OF FACIIJTIES
I ,
2,
3,
AND
-o/ RAYMOND L. MARTIN
P. E. NO., RCE 4867Q
EXPIRATION DATE, ~6.,fc..3"'QLJ(Q6.,.._ _______ _
THE OWNER OF THE PROJ£CT DESIGNATED LA CQSJ/'\ RIDGE NEJGHBORHDDQ 2 J 4c 2A HAS REVIEW£D
DIS'Tl?ICT ORDINANCE NO. 115, ADOPTED NOVEMBER t, 1995, AND AGREES THAT TH£ PROJECT:
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRlSENTATION OF TH£
CALCULATED HGL DURING THE DESIGN STORU, AS REQUIRED BY THE CITY. THE
CAlCIJLATED 1/G/. CAN BE FOUND IN 'THE APPR(NED STORM DRAJNl!GE REPORT
ON FIL£ AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
RESPONs/BLE FOR USE OF THE HGL SHOWN HEREC/,, BY OTHERS, WHEJI /.IA/(/t-lG
ADDITIONAL CONNECTIONS OR REALIGNING TH£ SYS~M. CHANGES TO THE
SYSTEU, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR
THE REVISIONS.
STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABO\IE" THE
PIPE somr SHALL 8E CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AMERON REINFORCE CONCRETE PIPE WITH REINFORCE:D THERI.IOSETTING
RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH.
CDUPUNG SHALL MEET THE REQUIREMENTS OF ASTM C76, C361, AND G443.
STORM ORAIN PIPES WITH VELOCITIES E:XCEED/NG 20 FEET PER SECOND
SIW.l ~II£ A /I/NIIIU/r/ COlfl? OF t-T/2 INCH OVER TII£ INVERT R£JNFURC/NC STEEL.
THE CONCRETE DESIGN STREN(;TI( IN THESE REACHES SHAi.L BE fc = s.oao PSI.
FOR VELocmES £XC££/J/NG 30 FEET PER SECOND, USE fc = 6,000 PSI.
CITY or
SAN MA.~COS
ll
PEDESTRIAN RAMP TYPE 'l4 •
CONCRETE SIDEWALK
DRIVEWAY
G-7, G-9, G-10
•"G-t#J
DOUBLE STREET NAME SIGN
STREET SIGN (TYPE PER PLAN)
12" WHITE LIMIT LINE, "STOP" PA\IE"MENT LEGEND
PR/VA~ STREET LIGHT 9,500 LUM (HPSV)
STREET CEN~RUNE MONUMENT
EX/STlNG STORM DRAIN
PROPOSED RCP STORM DRAIN (SIZE PER PLANS)
PROPOSED CURB INLET TYPE "6"
PROPOSED CURB INLET TYPE "6-I"
PROPOSED CURB INLET TYPE "tl-2"
PROPOSED CLEANOUT TYPE ".,,\-,#"
SIDEWALK 1./NOERDRA/N
EXISTING SEWER
SDM-102
SDM-1D2
..,E-1, E-2, M-21
M-1D
UQ-2, OS-I
'"0-2, OS-t
D-9
D-27
;J I K
+ .,,.,
sro,
~
~
[9
-----
3 EA
24,245 SF
8,400 SF
1 EA
5 EA
3 SIi
7 £A
18 £A
94J LF
JSII
1 EA
1 EA
6 EA
48 EA
SOURCE OF TOPOGRAPHY
R. J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, C4. 92680.
(714) 832-2077, AERIAi.. PHOTOGRAPHY FLOWN QCT. 25. 1999,
~
□
IS NOT ELIGIBLE FDR A REIMBURSEMENT AGREEMENT.
IS ELIGIBLE FOR A REIMBURSEMENT AGREEMENT AND:
LA r:oSTA RIDGE PROPOSED SEWER MAJN(SDR 35) LWD
N[!GH. 2 '3 & 2.4 PROPOSED SEWER 1./ANHDLE LWD
•s-11, •s-12
•s-3. •s-.J
•S-17, •S-18
-s-o--9 [A
,0 EA
REFERENCE DRAWINGS
CfTY OF CARl9JAD DRAWINGS 397-J, 397-.lt
OWNERS I PERMITTEES
WILL EXECUTE AN AGREEMENT WITH THE DISTRICT.
WILL NOT EXECUTE AN AGREEMENT WITH TH£ DISTRICT.
REIMBURSEMENT AGREEMENTS SHALL BE EXECUTED PRIOR TO FINAL ACCEPTANCE OF TH£
APPLICAAT'S PROJECT.
PROPOSED SEWER LATERAL LWD
EXISTING WATER LINE (PER DWG 397-3)
EX/STlNG WATER LINE
PROPOSED 8" D.I.P. CL -350 WATER MAJN
1 • WAID? TEST STATION
w-11•--
w-21r••
-------<®
''"-w,-·
-----W·
w
'S
REAL ESTATE COLLATERAL MANAGEMENT COMPANY,
A DELAWARE CORPORATION SIGNED BY: ~dt. f'RESTONH. LEWIS, P.E.
R. C.E. 4-592 7 EXP. 12/02
'-/? ·•C VICINITY MAP 1" AIR dt VACUUM ~\IE"
2• BLOW-OFF ASSEMBLY
w-2••--
w-1•*•
1• AV. . . '. .
2,238 LF
J EA
6 EA
1903 WRIGHT PLACE
SUITE 180
CARLSBAD, 01 92008
(760) 929-2701
DAT£
V. W.D.
"
NT5 2" BO! ·-
GV
"AS-BUILT' 8" GATE VALVE
li
LEGAL DESCRIPTION DECLARATION OF ENGINEER OF WORK: (SIGNAlURE) DATE FIRE HYDRANT ASSEMBLY WITH MARKER
END CAP ASSEMBLY
W-14""""', W-16••
w-,4u.-., w-s•••
W-16,.**
r®
---,3
5 EA
4 EA
6 £A,
J fA
48 EA LA COSTA RIDGE NEIGHBORHOODS 2.J AND 2.4
BEING A SUBDMSION OF LOTS 222. 230, 231 AND
232, OF 1HE crrr OF CARLSBAD mACT NO.
99-04-02, VILLAGES OF" LA COSTA -LA COSTA
RIDGE, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO. STATE OF CALIFORNIA. ACCORDING TO MAP
THER£0F" NO. 1 ffl3B, F"ILED IN THE OFFICE OF" THE
COUNTY RECORDER ON JULY 14, 2004
I HEREBY DoCLARE THAT TH< DESIGN OF THE' IMPROVE'ME'NTS AS SHOWN
ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERl/'JG
STANDAffDS ANO PffACTICES. AS TH, oNGJNEoff IN ffESPONSIBLE' CHARGE
OF THE' DE'SIGN OF THESE IMPROVEMENTS. I ASS'--C ,ULL i?oSPONSIBLo
CHAffG£ FOfl SUCH DE'SIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE
SIGNATURo OF THESE PLANS BY INFRASTRUCTURE £/'Kll~EERING CORP.,
FOff THE VALLECITJOS WATEff DISTRICT, ANO THE REVIEW OF THE'
PLANS BY THE VALLE'CITIOS WATER DISTRICT, IS A fffVIEW OF
GENERAL COMPLIANCE WITH DISTRICT STANDARDS THIS APPROVAL IS
NOT A DETERMINATION OF THE: TECHNICAL ADEQUACY OR ACCURACY OF
THE DESIGN OF THE 11.F'ROVEMENTS. SUCH APPROVAL DOES NOT,
THEREFOR£. ffE'LIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF
THESE IMPROVEME'NTS.
RAYMOND L MARTIN P.E. NO.: 4a670 1 " WATER SERVICE ®
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. THRUST BLOCK (VWD) ◄ 6 SIi
PROJECT LOCATION
I
r'
THIS PROJECT IS LOCATED WITT/IN ASSESSORS PARCEi. NIJ/J8£R(S)
22J-721-0t. 223-721-02. 22.}-721-03, AND 223-721-04 ENGINEER OF WORK: 7if;,-u.,..,/ ,:Z,, "1.,_,r/4. DATE: '-,11/or
THE CIJ.JF'ORN~ CDORD/1/AIE IND£X OF IH/S PROJECT IS
N ____ _,,.,., [ 6268 LEGEND OF ABBREVIATIONS
I, I ~
-
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CAUFORNIA
COORDINATE SYSTEM -1983, ZONE VI, 19!11.35 EPOCH, NORTH
AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS BETWEEN
STATION VWD-3075 AND STATION l-1!'0-3085 AS SAID
COORJ)JNA r£S ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY
CONTROL NETWORK ESTABLISHED BY RECORO OF SURVEY MAP NO.
1 7211, FILED IN THE omcE OF THE SAN DIEGO COUNTY
RECORDER ON FEBRUARY 8, 2002.
1£: N 04·55•39• W
REfFRENCED BEARINGS FROM OTHER OOCUMENTS/DEEDS MAY OR
MA r NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE
FACTOR AT STATION VWD-3085 IS 0.999939470. GRID DISTANCE
-GROUND DISTANCE X COMBINED SCALE FACTOR.
TC
GB
BVC
E\/C
VPI
BC
EC
HP
LP
FL
DWY
FS
PRC
ST.
RT
LT
PCC
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
VERTICAL POINT OF INTERSECTION
BEGIN CURVE
ENO CURVE
HIGH POINT
LOW POINT
FLOW LINE
DRNEWAY
FINISHED SURFACE
POINT OF REVERSE CURVE
STREET
RIGHT
LEFT
POINT COMPOUND CURVE
TW
PCR
MVC
CL
BW
N.T.S.
CTB
RP
EOP
CDS
RCP
SD
KNU cc
CB
GP/.J
WP OF WALL 11 PO/NT CURB RETURN , ,=m •-~ __.R
MODIFIED VERTICAL CURVE •~
CENTERLINE J -
BOTTOM OF WALL 1 ~
NOT TO SCALE • ,---, ~ CEMENT TREATED BASE ,,___,,gr,....,
RADIUS POINT _,~:_~--i'k-r \
EDGE OF PAVEMENT s -",~,1-t"°'.
CUL-DE-SAC STATIONING ' -;
REINFORCED CONCR£TE PJP[ I ,-...--r
STORM DRAIN ~
KNUCKLE STATIONING . ~ I I
CENTER OF CUL-DE-SAC \ 7
CURB ~~::;::;;:;_. __ _
GALLONS PER MINUTE ~
FIRE HYDRANT LAYOUT PLA!i._
~cA:_E: 1 "-S'JO'
LEUCADIA WASTEWATER DISTRICT CITY OF CARLSBAD FIRE DEPARTMENT IMPORTANT NOTICE
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
DUDEK AND ASSOCIATES
26514 DA
EXP. 03/31/06
REQUIREMENTS:
NIJM8£II OF F.H. '5_6_ F.FWW1fiWG.P.U. 0/JT Of_L F.H. 's
SECTION 4216/4217 OF THE GOVERNMENT CODE:
REQUIRES A DIGALERT IDENTIFICATION NUMB[R BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VAi.JD. FOR YOUR D/GALERT I.D. NUMBfR CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
7WO 'NORK/NG DAYS BEFORE YOU DIG
• LWD STANDARD DRAWINGS V. W.C. DWG NO.
•• AS MODIFIED 8'f THE CITY QF CARLSBAO £NG/NEERING STANDARDS
..,, \IWD STANDARD DRAWINGS
ENGINEER or WORK
-J SHEET INDEX
NOTES AND LEGEND
KEY ~p ANO SECTIONS
IMPROVEMENTS
SEWER LATERAL TABLE
SHEET I
SHEET 2
SHEET 3-7
SHEET 8
VALLECITOS
WATER DISTRICT
Approved By: ~,#
Preston --L I ewis, P _t__
R.C.E. 45927, EXP. 12-31-J6
)ate: C.·1?-.-{" __________ _
OESCRIPTION:
LOCATION:
ELEVATION:
BENCH MARK
IJ.S. C. & G.X. BRASS DISC STAMPED
"1<302., 7 93:," IN CONG. MON.
POINT LIES 8.5' EASTERLY OF EASTERN
BER!yl LINE ON RANCHO SANTA FE ROAD
133 NORTHERLY OF EL[Cm/C
TRANSMIS~ION LINE POLE MARKED
7L23011 AND "7Ll3825"AND
APPROX/MA TEL Y I.? MILES NORTHfRL Y
OF TH£ lNTFRStCTION OF RANCHO
SANTA fE ROAD ANO LA COSTA AVENUE.
533,39 NGVD 29 MSL
~ ,J ~ ,:;J,,.J;:." .. /~/4.r _R.LA.;,YsM~O,_N.,D-=-L"---M-'-A-"RT-l-cN==='-------"'"7'r ATE
R.C.E. NO. -4867D EXP. 6/3D/06
REVIEWED BY:
.~:r;;:_
INSPECTOR /7
8/2~/oa
DAfE
1-----+------------------+---+---t---+----I ~ ~TYEN~~~INf !~~~ m
DATE INITIAL
, _______ _ ----+---t-----lc----+-----
M\. bOPe.o lf'!8.\C,ArlCIJ H~~ ¼JO Vi\,._,,,__, <-oe. .... ..._~
DATE
' -
lNITIAL
ENGlNEER or WOR1 REVISION DESCRIPTION OTHER APPROVAL CITY A.PPROVAL
R:\0457\&.Erg \]MproveMent-s \ South\0457ib01.ciwg[ 2QOOJJuri 03 2005:0'):44
PRIVATE STREET & UTILITY IMPROVEMENT PlA.~i F"OR:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 SOUTH
APP~O~D /.LOY J h 8.;IS >t,\ ~I\· , :1,_,_
, , GINEER' RC£"~
OWN BY, -~.,.--I
CHKO BY:~?.-•;:!~---,
RVWD BY,
PROJECT NO.
CT 04-03
~ ------
DRAWING NO.
I 420-SB
W.O. NO. 2? ,2-101
BIN.
I V.W.D. W.0. 205-701
027.806
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION
(FHWA} MANUAL ON UNIFORM TRAmC CONTROL DEVICES (MUTCD} 200:J E:DITION AS AMENDE:D BY THE: MUTCD 200:J
CALIFORNIA SUPPLEMENT, THe CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF}, THESE
PLANS AND THE SPECIAL PROVISIONS.
:J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS
REPRE:SENTATIVE. PRIOR TO INSTALLATION.
4. ANY DE:VIA TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND
PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE Fl£LD.
5. ALL STRIPING SHALL BE REFl.ECTIVE: PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED 7WO WEEKS
AFTER INITIAL PAINTING.
6. ALL SJGNAGE SHALL BE REFLECTM PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS
REFl.ECTM SHEETING (HIGH INTENSITY OR EQUAL}.
7. PRIOR TO FINAL ACCEPTANCE OF STRrIT IMPROVEMENTS, ALL STREIT STRIPING ANO MARKINGS WITHIN A 500'
PER/MITER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE PRIOR TO JNSTALLA TION.
9. CONTRACTOR SHALL REMOVE: ALL CONFl.lCTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING.
DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE: LATEST VERSION OF THE: CALTRANS STENCILS.
11. LIMIT LINE:S AND CROSSWALKS SHALL BE: FIE:LD LOCATm. CROSSWALKS SHALL HAVE: 10' INSIDE: DIME:NSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVE:MENT ARROWS AND PAVEMENT LEGENDS SHALL BE
TIIERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
1 :J. FIRE: HYDRANT PAVE:ME:NT MARKERS SHALL CONFORM TO THE MUTCD 200:J E:DITION AS AMENDED BY TIIE 200:J
CALIFORNIA SUPPLEME:NTAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. ALL MEDIAN NOSE:S ANO FLARES SHALL BE: PAINTED ~LLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 200:J EDITION AS AMENDE:O BY TIIE 200:J
CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIE:D.
16. SIGN POSTS SHALL BE: SQUARE: PERFORATED STEEL TUBING WIT// BRE-1KAWAY BASE: PER SAN DIEGO REGIONAL
STANDARD DRAWING M-45.
17. WHE:N A SIGN IS ATTACHE:D TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED
MC JNTING BRACKIT WfTH STRAPS.
18. EXISTING S/ONS REMOVED Br' THE: CONTRACTOR SHALL BE: DE:LJVE:RED BY THE CONTRACTOR TO THE CITY OF
CARLSBAlJ PUBLIC WORKS YARD AT 405 lh4K AVENUE.
19. ALL SIGNS SHOWN ON TIIE:SE PLANS SHALL BE: NEW SIGNS PROVIDED AND INSTALLED BY Tl/£: CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE R£LOCATm OR TO REMAIN.
20. (IF NECE:SSARY} WHERE Rl SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE: INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE, TIIE Rl SIGN SHALL BE 1e·x24• AND THE N-1 OBJECT MARKER SHALL BE 12·x12~
VAJ.T.Er'.ITOS WATER DISTRICT
1. ALL WATER AND SEWE:R UNE:S SHALL BE INSTALLED ACCORDING TO THE CURRE:NT STANDARD SPECIFICATIONS
DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITIOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER
AND SEWER FAG/UT/ES.
2. WATER LINE:S SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE: A MINIMUM COVER OF 5
FEET.
:J. CONTRACTOR SHALL NOTIFY TIIE FOLLOWING AGE:NCIES 48 HOURS PR/OF? TO CONSTRUCTION.
VALLEC/TOS WAIE'I D/STR/CT .................... 1-760-744-0460
COX COMMUNICATION .............................. 1-800-227-2600
S.D.G. 4' E.. ........................................... 1-800-227-2600
PACIFIC BELL ........................................ 1-800-227-2600
UNDERGROUND SERVICE ALERT. ............... 1-800-227-2600
4. IT SHALL BE TIIE RE:SPONSIBILITY OF TIIE CONTRACTOR TO VE:RIFY THE LOCATION OF ALL SUBSTRUCTURES,
WHETIIER SHOWN ON TIIE PLANS OR NOT. AND PROTECT THEM FROM DAMAGE:. THE ACTUAL LOCATION AND DE:PTH OF
ALL fX/STING WATER AND SEWE:R LINES IS TO BE VERIFIED BY THE: CONTRACTOR AND ANY DISCREPANCY IS TO BE
BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT
FOR APPROVAL.
5. NEITHE:R THE ENGINEER, OWNER NOR THE: VALLECITOS WAID? DISTRICT SHALL BE RESPONSIBLE FOR THE
ENFORCEMENT OF SAFETY STANDARDS.
6. A PRE CONSTRUCTION CONFERENCE MEETING WITH VALLECITOS WATER DISTRICT PERSONNEL SHALL BE HELD A
MINIMUM OF THREE (:J) WORKING DAYS PRIOR TO CONSTRUCTION.
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT II.IPL Y THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR
MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEE:R/NG DE:PARTMENT.
8. ANY PROPOSE:D CHANGES IN THE: APPROVED IMPROVEME:NT PLANS MUST BE REVIEWED AND APPROVED BY THE
DISTRICT PRIOR TO THE: INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE: SHOWN ON THE IMPROVEMENT
PLANS.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIME:S ON TIIE JOB SITE, AN "AS-BUILT"
RE:CORO OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDE:R HIS CONTRACT AND PROVIDE SAID
RECORD TO THE £:NG/NEER AT Tl/£: COMPLETION OF THE CONTRACT. THE: ENGINEER SHALL PROVIDE TWO (2)
BLUE:LINE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BE:ING PLACED INTO
SERVICE, AND A FINAL "AS-BUILT" MYI.AR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM.
10. AU CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT
OR EXCAVATION PERMIT FROM THE APPROPRIATE AGE:NCY. INSPECTION OF All WORK IS RE:OU/RED. FORTY-E:IGHT
(48) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. NO WORK SHALL BE PERFORME:D IN THE PUBLIC
RIGHT-OF-WAY ON SA1URDAYS, SUNDAYS OR LE:GAL HOLJDAYS WITHOUT THE EXPRESS PERMISSION OF TIIE DISTRICT
ENGINEER.
11. UNLESS OTHERWISE: SHOWN, SEWER LATERALS AND WAIE'i' SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN.
1:l, ALL ll'ATf'R Lll'lf'S SHAU. fJf' OUCT/1.f' IRON P/Pt, CLASS JtiO OR AS l'IOTEO, ALL Flro/'IGS ARE TO fJf' PUSH ON,
UNLESS OTHE:RWISE: SHOWN ANO APPROVED BY THE: DISTRICT ENG/NE:E:R. All SEWER LJNES SHALL BE BELL ANO
SPIGOT SDR:J5 Pvt: PIPE, OR AS NOTED.
1 :J. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VAL ITT.
14. UPON CONNECT/Of>, OF THE NEW WATER SYSTEM TO Tl/£: EXISTING SYSTEM, ALL VAL VE:S ON THE: EXISTING AND
NEW SYSTEM SHALL BE: OPERA TEO ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY
DISTRICT INSPECTOR IN WRITING A UINIMUM OF 6 WORKING ll-1 YS PRIOR TO A PLANNED SHUTDOWN.
15. ALL ABANDONED SEWER LATERALS SHALL BE: CAPPED AT Tl/£: PROPERTY LINE:. ALL ABANDONED WATER SERVICES
SHALL BE PLUGGED OFF AT THE MAIN, ANO THE CONNECTION SEVE:RED. BAILS AND SERVICE SADDLES OTHER THAN
BRASS SHALL BE RE:PLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SE:RVICES AS DIRE:CTED BY THE: DISTRICT
ENGINE:ER.
16. ALL SEWE:R LATERALS DAMAGE:D OR MODIFIED DURING CONSTRUCTION SHALL BE REPAIRED IN FULL AS DIRECTED
BY TIIE DISTRICT ENGINEER.
17. ALL LATERALS SHALL BE CONSTRUCTED TO A U/NIMUM FIVE:-FOOT (5J DEPTH (To TOP OF PIPE) AT PROPERTY
LINE AND SHALL 8€ CLEAR OF DRIVEWAYS. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "S" ON THE CURB
AND SHALL BE SHOWN ON THE: "AS-BUILT" DRAWINGS.
18. PRIOR TO ACCE:PTANCE OF ANY SEWE:R LINE: BY THE DISTRICT, ALL MAINS SHALL BE AIR PRESSURE: TESTED,
FLUSHED CLEAN USING THE ~Al'NE" BALL ME:THOD, AND SHALL PASS A 5,C MANDREL THROUGH THE PIPE.
19. THE DISTRICT WILL NOT SUPPLY WA 7E'i' OR SEWE:R SE:RVICE: TO ANY PROJECT UNTIL ALL PROVISIONS OF THE
DISTRICT STANll-lRDS AND IMPROVEMENT PLANS HA VE BEEN UU, AND FINAL ACCEPTANCE OF THE: PROJECT HAS BEEN
GRANTED BY THE DISTRICT BOARD OF DIRECTORS.
20. IF ME:TERS ARE: INSTALLE:D IN SIDEWALKS OR DRIVE:WA YS, METER BOXES SHALL BE OVERSIZED, PE:R DISTRICT
STANlh4RO DRAWINGS AND APPROVED MAIE'i'IAL LIST.
21. RE:LOCATION OR EXTENSION OF AN E:XISTING WATER METER SHALL MEAN INSTALLATION OF THE: METER AT A
LOCATION IN CONFORMANCE WfTH DISTRICT SPE:C/FICATIONS AS DIRECTED BY THE DISTRICT AND PERPENDICULAR TO
THE MAINLINE CONNECTION, UNLESS OTHERWISE: NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE
RE:PLACED TO THE /MIN. BAILS AND SE:RVICE: SADDLES OTHER THAN BRASS SHALL ALSO BE: REPLACE:D.
22. WATER SE:RVICES WHICH ARE: DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL BY A COPPER
SERVICE PER DISTRICT SPECIF/CATIONS AS DIRECTED BY TIIE DISTRICT.
L WD SEWER NOTES
1. L WO APPROVAL OF THESE PLANS DOES NOT RELIEVE: THE APPLICANT, PRNA TE ENGINITR OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FVR THE CORRE:CTION OF ERRORS AND OMISSIONS DISCOVE:RE/J DURING
OR AFTER CONSTRUCTION.
2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER
DISTRICT LWD SEWE:R STANDARDS AND TO THE RE:OUIRE:ME:NTS OF THE: STANDARD SPE:CJFICAT/ONS FOR
PUBLIC WORKS CONSTRUCTION (GRE:E:NBOOK) AND THE: REGIONAL STANDARD DRAWINGS, MOST CURRENT
E:DITIONS. IN THE EVE:NT OF CONFLICT THE LCWD SEWER STANDARDS GOVERN.
:J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY
R£QUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE: CONTRACTOR SHALL HAVE: A COPY OF THE SE:WER NOTES 2. ,t :J. DOCUMENTS ON THE JOBS/TE AT
ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE: OF FINAL
AGCEPTANCE BY LWD AND SHALL RE:PAIR OR REPLACE ANY WORK THAT MAY PROVE: DEFECTIVE: IN
WORKMANSHIP AND/OR MATERIALS WITHIN THE: ONE YEAR PERIOD WITHOUT EXPENSE WHATSOE:VER TO LWD.
6. QUANTITIES SHOWN HERON ARE: FOR BOND ESTIMATE PURPOSES ONLY. NE:ITIIER THE PRIVATE ENGINEER
NOT LWD GUARANTEE TIIE ACCURACY OR COMPLE:TENESS OF THE SEWER QUANTITIES.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL
MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE: UNTIL SUCH MATE:RIALS
ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING THE: SEWE:R WORK THE: LWD INSPECTOR SHALL
BE FIJRN/SHE:0 THRE:E SETS OF CUT SHEETS AND SHALL COMPLY WITH L WD STANDARD SPEC SURVEY
REOUIREMF:NTS.
9. PRIOR TO BEGINNING SEWER WORK. CONTRACTOR SHAU SECURE A
LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE: A MINIMUM OF 48 HOURS NOTICE: TO LWD PRIOR
TO CONSTRUCTION.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN
OBTAINED Fl?OM THE JURISDICTIONAL CITY, COUNTY. AND/OR OTHER
APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SE:CTION 6705 BY SUBM/ffiNG A OITAIL PLAN TO THE
DISTRICT ENGINEER SHOWING THE: OE:S/GN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE
MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND OUR/NG TRENCH E:XCAVATION
AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FF:IT OR MORE
IN DEPTH. IF THE: PLAN VARIES FROM THE: SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDE:RS. TITLE 8, CALJFORNIA ADMINISTRATIVE CODE, THE: PLAN SHALL BE PREPARE:D
BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE: SUBMITTED TO THE
LWD INSPECTOR PRIOR TO EXCAVATION.
12. ALL SE:WE:R FACILITIES SHALL BE: INSTALLE:D IN DRY EXCAVATIONS
AND TRENCHES. CONTRACTOR SHALL DEWAIE'i' AND MAINTAIN DE.WATERING CONTINUOUSLY UNTIL THE WORK
IS COMPLE:TED INCLUDING PLACE:MENT AND COMPACT/ON OF BACKFILL MATERIALS IN A DRY STATE. ALL
PIPE ZONE MATERIAL LOCATED IN WET OR ARD-S SUSPE:CTEO TO BE WET IN THE FUTURE: SHALL BE:
ENCASE:D IN GE:OTEXIILE MATERIAL. SUITABLE GE:OTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT
ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DE.WATER/NG PERMITS AS NECESSARY
AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
1 :J. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED
BY AVAILABLE RECORDS SEARCH BY THE PRIVATE: ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S
KNOWLE:DGE, THERE: ARE NO EXISTING UTILITIES EXCEPT TIIOSE: SHOWN ON THESE: PLANS. ATTENTION IS
CALLE:D TO THE POSSIBLE EXISTENCE OF OTIIER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A
DIFFERENT LOCATION FROM THAT SHOWN ON THE: PLANS. THE CONTRACTOR SHALL TAKE OUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTIIER EXISTING
FACILITIES OR STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF
THE: LOCATION OF. OR Tl/£: E:x/STENCE: OR NON-EXISTENCE: OF. ANY UNDERGROUND UTILITY. PIPE. OR
STRUCTURE WITHIN THE UM/TS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDE:RGROUNO SERVICE ALERT (800} 422-41:J:J, AS REQUIRED BY STATE
LAW. ALL UTILITY CROSSINGS SHALL BE: POTHOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RE:SPONSIBLE FOR COMPLYING WIT// ALL LOCAL.
STATE, AND FEDE:RAL SAFETY RE:GULATIONS INCLUDING, BUT NOT LIMITED TO, TRE:NCH SAFETY AND CONFINE:D
SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIE:D
SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS
£:NG/NEER IN ACCORDANCE WITH ON SITE EARTHWORK SPE:CIF/CATIONS AND THE: LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.} INSIDE BOTTOM OF PIPE.
19. ALL RE:VISIONS TO DRAWINGS SHALL BE APPROVED BY THE L WD DISTRICT ENGINEER IN WRITING PRIOR
TO CONSTRUCTION.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH
RECORD AVAILABLE TO THE: PRIVATE E:NGINITR. THE: PRIVATE E:NGINITR SHALL PROVIDE: AS-BUILT
DRAWINGS TO LWD FVR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF TIIE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE UM/TED TO 350 FEIT, INCLUDING COLLE:CTORS AND LATERALS,
UNLESS OTHERWISE APPROVED IN WRITING BY TIIE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED
AT Tl/£: CONCLUSION OF EACH DAY OR WORK.
22. TIIE CONTRACTOR SHALL PROTECT AU SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE
DISTURBED OR DESTROYE:O, THE: CONTRACTOR SHALL RETAIN A LICE:NSED SURVEYOR TO RE -ESTABLISH AND
RECORD THE MONUMENT CHANGE PER STATE LAW.
2:J. A MINIMUM OF 12 INCHES VERTICAL CI..EARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE ANO
ANY OTHER UTILITIE:S.
24. SE:PARATION OF SEWE:R/WATER AND SEWER/RECLA/ME:D WATE:R SHALL COMPLY WITH LWD STD. DWG.
S-2 ANO WIT// ALL COUNTY AND STATE HEALTH DEPT REGULATIONS.
25. CONNE:CTIONS TO EXISTING SEWE:R PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT
PRESENCE OF TIIE LWO INSPE:CTOR. NE:W SEWER SHALL NOT BE CONNECTED OR ALLOWF:D TO FLOW TO
EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPE:CTOR, OR
AS APPROVED BY DISTRICT ENGINE:ER.
26. ALL SERVICE LATE™LS SHALL BE: LOCATED AT RIGHT ANGLES TO Tl-If SEWER MAIN UNLESS OTHERWISE
SHOWN AS APPROVED BY LWD ON THE PLANS.
27. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE
CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE: SHALL Bf BURIE:D OVER EACH LATERAL. THE: WIRE SHALL EXTEND
UP TO 2· COPPE:R TAG nm AND SOLDE:RE:1) TO THE WIRE. THE: TAG OVER THE SEWER MAIN SHALL
TERMINATE 6" ABOi.E PAVING SUBGRADE: WITH FINAL LOCATION JUST BELOW PAVING. THE: TAG OVER THE
CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE: GRADE UNTIL CONNECTED AND SHALL THE:RE-1FTFR
BE BURIE:D AT THE POINT OF CONNECTION.
29. ALL PIPE: SHALL BE: HANOLE:D AND INSTALLED SO AS TO PROTECT
PIPE, JOINTS. LINING, AND GOA TING. THE PIPE SHALL BE CAREFULLY BEDDE:D TO PROVIDE CONTINUOUS
BEARING AND PREVENT UNEVEN SE:TTLEMENT. PIPE SHALL BE PROTECTED AGAINST Fl.OTA TION AT ALL TIMES.
OPEN ENDS OF PIPE SHALL BE SEALE:D AT ALL TIMES WHE:N CONSTRUCT/ON IS NOT IN PROGRE:SS.
:JO. PIPE: JOINTS SHALL NOT BE omECTm UNLESS so DESIGNE:D AND
SHALL Tl/EN 8E LIMITED TO LESS THAT ONE-HALF OF THE ANGLE
RECOMMENDED BY THE PIPE MFGR.
:J 1. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER TIIE L WD SEWER STANDARDS. WATER
JETTING SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL BE: CONSTRUCTED CLEAR OF DRIVE:WA YS.
:J:J. JOB MIXING OF CONCRE:TE IS NOT ALLOWED WITHOUT E:XCEPTION. CONCRETE TESTING BY LWD WILL BE
AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF
PLACEME:NT. GPK PRODUCTS, INC.. OR APPROi.ED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE
BASE FOR EACH PIPE CONNECTION. SE:TTING OF MH RINGS SHALL NOT BE: ALLOWED FOR 48 HOURS
AFTER CONCRETE: PLACEMENT. PRE:CAST MANHOLE BASES ARE ACCE:PTABt.E FOR USE: WITH 8" SEWERS WITH
DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWE:E:N MH BASE, SHAFTING. CONE SECTIONS, ANO RING SHALL HAVE: A 2• BY 2• BUTYL
RUBBER GASKET PLACE:D WITHIN THE FULL C/RCUMFERE:NCE. GASKET SHALL BE CPS-210 BY PRE:SS-SEAL
GASKET CORP., OR APPROVED EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1} BEFORE: BACKFILL, 2) AFTER BACKFILL, AND :J)
SUBSEQUE:NT TO ANY SUSPE:CTED MOVEMENT OR DAMAGE AFTER BACKFILL.
37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLE:D, LOW PRESSURE AIR TESTm, AND TELEVISED AT
THE APPLICANT/CONTRACTORS EXPENSE: PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE: BY LWD. AIR
TEST SHALL BE: DONE AFTER CONSTRUCTION OF ALL OTHER UTILITY LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE: IN PLACE: AND SHALL HAVE:
FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
39. MANHOLES SHALL BE 4-FEET DIAME:TER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD OWG S-:J.
MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LWD STD DWG S-4.
40. MH'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE:
UN/NG SYSTEM PE:R SECT 500-2 OF THE: GREENBOOK FOR 1) ALL NEW MH'S ON SEWERS 75• OR GRE-1TER;
2) ALL MH'S WITH INLET PIPE SLOPE 5,c OR GREATER; :J) ALL EXISTING MH'S WITH NEW CONSTRUCTION; AND
4) ALL MH'S WITH 1,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY SE:WER.
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 N O TE s
4.:J.1 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVE:S, AND OTHER
APPURTENANCES SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA
C105/A21.5-9:J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM
POLYETHYLENE WITH BOT// ENDS SEALED AS TIGHTLY AS POSSIBLE WITH ADHE:SIVE TAPE OR
PLASTIC TIE: STRAPS AT THE JOINT OVERLAP. PLACE CIRCUMFERENTIAL WRAPS OF TAPE OR
PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP
MINIMIZE THE SPACE BETWEE:N THE POLYETHYLENE: AND THE PIPE.
4.3.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIPE
SHALL BE BY METHOD A. SUBDIVISION
BOUNDARY
4.:J.2. 1 METHOD A (REFER TO FIGURE 1 ): CUT POLYETHYLENE TUBE TO A LE:NGTH I 243 PER DWG 420-5
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP
THE TUBE AROUND THE PIP£, CENTERING IT TO PROVIDE A I-FOOT (0.3 m)
OVE:RLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION
FASHION LENGTHWISE UNTIL IT CLEARS THE PIPE ENOS.
LOWER THE PIPE INTO TH£ TRENCH AND IMKE UP THE PIPE JOINT WITH THE
PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST 8£ MADE AT JOINTS
TO FACILITATE INSTALLATION OF THE POLYETHYLENE TUBE.
AFTER ASSEMBLING THE PIPE JOINT, IMKE THE OVERLAP OF THE POLYETHYLENE
TUBE. PULL THE BUNCHED POLYETHYLE:NE FROM THE PRECEDING LENGTH OF
PIPE, SLIP IT OVE:R THE ENO OF NEW LENGTH OF PIPE:, AND SE:CURE IT IN PLACE.
THEN SLIP THE END OF THE POLYETHYLENE FROM THE NEW PIPE SECTION OVE:R
THE END OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF THE
PRECEDING LENGTH OF PIPE. SECURE THE OVERLAP IN PLACE. TAK£ UP THE SLACK
WIDTH AT THE TOP OF PIPE TO IMKE A SNUG BUT NOT TIGHT FIT ALONG TIIE BARREL
OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS.
CUTS, TEARS, PUNCTURES, OR OTHER DAMAGE TO THE POLYETHYLENE SHALL BE REPAIRED
AS DESCRIBED IN SECTION 4.3.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION
OF PIPE IN TIIE SAME MANNER.
4.3.5 REPAIRS. REPAIR CUTS. TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLE:NE WITH
ADHESIVE TAP£ OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE CUT OPE:N,
WRAPPED AROUND THE PIPE: TO COVER THE DAMAGED AREA. AND SECURE:D IN PLACE.
R/W
56' GENERAL UTILITY EASEMENT
10'
MIN.
6 5' 4.5'
~~
');·' FIRE HYDRANT
28'
18' 18'
6" TYPE G CURB
AND GUTlfR
I
PRNATE STREET LIGHT
R/.W
28'
10' 3'*
5' 6"
.\ "'1-1;
!.lS.-
4" A.C PAvrMENT
AND 4• BASE (MIN.}
SEE STREET NOTE 1
• J' M1HIMUltl SE:mACK 1V H<M lt/AJNrA/N£D SLOP£
OTHERWISE IVP /TOE IS AT RIGHT OF WAY LINE
Tl=4.5 CUL-DE-SAC
Tl=5.0 LOCAL STREE75
PRIVATE LOCAL STREET
SIT/O CORDERO, CORTE PALOMA &
PORTION OF SIT/O MONTECILLO (STATION CDS -24+51.62).
N()T TO SCALE
R/11'
60' GENERAL UTILITY EASEltlENT-""';c===::::a-,
JO'
... 10'
M/N.
6 5' 4.5'
20' 20·
6" TYPE G CURB
ANO GUTTER
JO'
PRIVATE STREU LIGHT
R/.W
/
PER DWG 45,-5
PER DWG 420-5
242
! ~--
WATER
TEST
SITE
10B
WATE:R\
TEST \ SITE
32.
'---\,
,os \
0 OS ,t
Nl---.,h.-,,:cR 1 1
KEY MAP
106
200
63 \
\ 107 '-,.
=---~. ~
61 --r~lG 4];:;
\ I/ Irr 56 I
60 59 5B 57 , 55
49
________ .,
0 200
SUBDIVISION
BOUNDARY
SCALE 1 '= 200'
lit~• Mil-llf-14-" =n:.J:>C.I"'. To \.lOA
~ur,i,.i i...eo ~ f't:. or..\eR,.U1:::,e
T'"'P;'roe. 10 ~ ~•-rr o"" ......_.,.. LEGEND
~~
'l< \ FIRE HYDRANT
4• A.C PA vrMF;NT
AND 4' BASE (It/IN.}
SEE STREET NOTE 1 1!=4.5 CUL-OE-SAC
Tl-5. 0 LOCAL S7'1E:E75
PORTION OF SIT/O MONTECILLO (STATION 25+
NOT TO SCA/ • .E re,;-e.7. e.L]
Pt
>-~ 1,C MIN. SWALE /---',,,
PL I \ i I
:!,
i;:,.oL.e.11
f"A\lei--,e.ur oec::-11<:>\,J iee.cot-1Me.L-1~1.:>\..IO
",;'1161f)IVISION BOUNDARY
RIG T OF WAY
'11C.AF!-t;.
LO:::-O.IIOU U • .JCe)<.
(·fl)
~ ~-<>T'A ... +~.,... lf><-&o '!!:.o
'""'--<:>t-1A·-elT"A. l'=>+?x> Tl> 1<..+6<> SO
~IT°IO ~U...0--• ru.+<!Olb~ S.o
S.o
!5o
.b6!'14.-L-T GI 6"'6~-
~i"e OC:C,fi' o/tA'"T""E,
(11 !Cleo) e.ooe(IL ""I 1eo) FIRE
-+ +
-+
+
-+
5
s
NO.
YDRANT
0
[XX]
Q--a
= ===D=== =
-v-
"''° 4 N (DOUBLE: STREET NAME SIGN)
1-1 (STOP SIGN)
-A. ,..... Ji'. w.n,,......:· AS7Rl[JL'T'll. W14-1 (DEAD END}
W/4-2 (NO OUTLET)
V.W.D.
DATE (SIGNATURE) ENGINEER OF WORK
RAYMOND L. MARTIN P.E. NO.: 48670
DWG NO.
-
i
I
I
I
XTO
TYPICAL SWALE"
FUTURE DRAIN BO
CONNECT TO SIDE'M
UNDERDRAIN PER
GRADING PLAN
MY REGISTRATION EXPIRES: 6-30-06 ~◄✓ol"/4~ DISCIPLINE R.C.E. ,his-
'bATE ONO L. MARTIN '
r-
l
-·-·-I ' ,
/
TYPICAL SIDEWALK UNDERDRAIN DETAIL
NTS
NOTE: EVE:RY LOT SHALL "4VE 1 DRIVEWAY, 1 WATER LATERAL, 1
SEWER LATERAL. AND 1 SIDEWALK UNDE:RDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
HUNSAKER
& ASSOCIATES
SAN DIEC.O,. INL
PLANNING 10179 Hi,emekens Strett
ENGINEr~INC San OiegOt Ca IJ2121
SURV ONG PH(05$5M500 · FX(058)558-1414
'Al..)(
PRECISE R.C.E. ND. 48670 EXP. 6/30/06
VALLECITOS BENCH MARK "AS Bl.llLT"
WATER DISTRICT DESCRIPTION: IJ..S. C. & G.X. BRASS DISC STAMPf'D
~.J&kb 'K302., 1935" IN CONG. MON.
d..e,_ LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ob[~Lab BER¥ LINE ON RANCHO SAN/A FE ROAD , '
133 NORTHF:RL Y OF ELECTRIC R~IO EXP. c,(,/t>o/,o DAT[
Approved By: TfliANSMIS~ION L!l;if POLE MARKED .,.... 1
Preston H. Lewis, P.E. .·.' L23011 AND L13825" AND
· APPROXIMATELY 1.2 MILES NORTHtRLY REVIEWED BY: R.~.c. 45? EXP. 12-31 -06 OP THt /NTPRSECT/ON or RANCHO
Date ,~,z-., SANTA FE ROAD AND LA COSTA AVPNUP . . ---~ 11/a.~;o .. / -· ., ELEVATION: 533.39 NGVD 29 MS/_ INSPECTOR "f) DATE
I SH;ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRIVATt-. STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 SOUTH
-~
AP~).ED \LLj..r,t~BS e,l-v. 'o.r ~1"1/ D.;-
i CITY'-! NGINEER RCE EX v5 ;-DATE
..-.!at,/<'!!> R.1..-M Iii-,.,,...0.,11...T' -
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY; g~ CT 04-03 I 420-SB REVISION DESCRIPTION RVWD BY: ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL
R: \ C 4 5 7 \~Eng\ I Mpr:J veM en ts\ Sou tn \0 4 5 7ib 02. d wg[ 19 35 J Mo. y-16-2 00 5 :09=5 7 W.O. NO. 2352-101
BIN:
V W.D. W 0. 205-701
100605
I\)
0 -00
0
i
.,::i.
I\)
0
I c,,
OJ
/
r
____ --c--_ ------------------------·-
- ---r
____ -L:··------------>----
. --------------__ : :: -0-----
CENTERUNE DATA
: BEARING/DELTA RADIUS LENGTH REMARKS
1 N 3°50'20" E 97.65'
2 23'24'40" 500.00' 204.30'
3 N 2r15'00· E 173.57'
CURB DATA
□ BEARING/D~LTA RAD/US LENGTH REMARKS
1 208"06'20" 38.00' 138.02' 6" TYPE G C&<G
2 N 3'50'20" E 97.65' 6" TYPE G C&<G
3 23'24'40" 518.00' 211.66' 6" TYPE G C&<G
4 N 2T15'00" E 139.02' 6" TYPE G C&<G
5 N 26'12'29• E 34.56' 5• TYPE G C&<G
6 N 2T15'oo• E 173.57' 5• TYPE G C&<G
7 21'41'28" 482.00' 182.48' 6" TYPE G C&<G
8 29·49•32• 100.00' 52.06' 5• TYPE G C&<G
9 N 24·15•00· w 50.00' 6" TYPE G C&<G
VWD WATER DATA
l BEAR/NG/DELTA RADIUS
1 N 3'50'20" E
2 23'24'40• 489.00'
3 N 2T15'00" E
LENGTH REMARKS
10 1.96' 8" DIP CL-350**
199.81' 8" DIP CL-350**
173.57' 8" DIP CL-350**
•• WfTH POLYETHYLENE WRAP PER DETAIL ON SHEET 2
LWD SEWER DATA
) BEAR/NG/DELTA RAD/US LENGTH REMARKS
N 3'50'20• E 8• PVC SDR-35
l-IUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENQNEERING San Diego, Ca 92121
SURVEYING PH(858)S58-4500· FX(858)558-1414
f--------..
1 1
815 HGL ZONE
--" -·:: __ :_1___ ------- -1
:::::: :::::: :::::: ::::::::: .
-
--,
-- --------------·::.:: -------f------------
fl'_
(
12
V.W.D. "AS-BUILT'
20' LWD SEWER EASEMENT
PER DOC 2004-0240354
DATED MARCH 23, 2004
)
I
SIT/0 MONTECILLO (PRIVATE)
..
16
M"
'
.
24+00
6
-
1/
25+00
5
20' SEWER EASEMENT
PER DOC 2004-0240354
DATED MARCH 23, 2004
VWQ NOTE:
NEW STREETS SHALL BE CONSTRUCTED TO
SU BG RADE PRIOR TO THE INSTALLATION OF
THE PUBLIC WATER OR SEWER SYSTEM.
40 0 40 80 -----
SCALE 1'= 40'
NOTE: EVERY LOT SHALL HA VE 1 DRIVEWAY, 1 WATER LATERAL, 1
SEWER LATERAL. AND 1 SIDEWALK UNDERDRAIN. LOCA TTON OF
SIDEWALK UNOERORAIN TO BE SHOWN ON "AS-BUILT" PLANS.
120
V. w_o. DWG NO.
ENGINEER OF WORK
R~:t:?.uL di~
R.C.E. NO. 4B670 EXP. 6/30/06
"AS BUILT"
~£~L
RCE -tb<'.170 EXP. c;G,/e,0/10 , '
REVIEWED BY:
INSPECTOR J ---7,::;::,;:,,
DATE
a/zr-/06
DATE
1---f----+-----------+---+--+--+-----1 I SH~ET I .c_1_TY----=c..cco=F=c=-cA=R=L=s=s-'---A-D_ _ ENGINEERING DEPARTMENT
I SH~ETS I
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
VALLECITOS BENCH MARK LA COSTA RIDGE
WATER DISTRICT OESCRIPTTON: l,!i<]62,&1fli,. ~fSA~bNf!.S7,;JJ_AMPED NEIGHBORHOODS 2.3 & 2.4 SOUTH
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN l------+---+-----------------+---+---+-----1----1 J BER" LINE ON RANCHO SANTA FE ROAD1-----1---+~----------------+----l---+--+------l I AePf3?VED LL OY/]fl /r/UBBS
Approved By:ft• f~:J,~l'/JJf{,1-/fifl~N~FP~ZfCl:J~KED . ,.,._~e, l<'Li-1 1"'-M>-OLI"--T I ?sb\ [\. J\J\I\ · /4 0~ ~!,,fa, "r(7/DJ
1-----~(~Sl~G~NA~J"U~R~E') -----DATE ______ , Pre~onH.Lewis, P.E. '7L23011 AND 'tLI 3825" AND ~°"~' hO~h~E,~~fel_.h~~gl7i\~1 ~:ze.;~v~,o~e~,~~~ref'..~~=:::=::::==~======t/~,-j,,~ ... ~f~~~:::t,.~·? /2J-''''~c,-·t~~r,,~,~c~:}=J)E1N~G~IN_l~t _fE!R~1R~C~E~~2,3Mt9~~~~~~;;~Egx~c;~-;§~~-~ c5_~=-=-~_j_btA~TJE~
RC E 45927 ?p 12 3 1 06 APPROXIMATELY 1.2 MILES NORTHERLY D"ljo<1/os 1'cLM 11\f!l:-Vtoe, -':ti--.!"'-"'-,+-Ofe.1vE.UA.Y~ /1//¢f,,.,-1.At-"-C> ·• '-~ /'A.,/ ~ ~ RAYMOND L MARTIN 8670 · · · ' · --OF THE INTERSECT/ON OF RANCHO ,u, -DWN BY:-~--~ PROJECT NO DRAWHG NO.
----~===-c=-·-=-='-'------P.E. N0.:_4==--1 Date.:_ ----~lr--J,1L1~--~~J-~------SANTA FE ROAO AND LA COSTA AVENUE.,_=DA-"T-=-E___,_-'IN-"IT-"IA-=L'-< DATE INITIAL DAE ITIAL CHKD BY: 12,!S .
1..:M:_Y:.__::R:.:E:::G:::IS::_:TR_:::A:_:TI::,O::N:__::EX::P...:l:_::RE:::S'.:.:==6~3~0~0~6==--=D:::IS::::C:'.'.IP_:L:'.'.IN::E=-=='R=.C=-=£=. =I...------------------....I.-E-lEV,_i-'I_T1_o_N_: __ 5_3_3_.3_9_1v·_,_vo_2_9_M_s_L _______ _._E_N_G_1N_E_rn_o_F _w_o_R...1... ____ R_E_v_1s_10_N __ 0_E_s_c_R_I_P_T_lo_N ____ ...1...o_r_H_ER_A_PP_R_a_vA_L...J._c_1r_Y_•_P_P_Ro_v_A_L...1.::R=VW::_D"--_--"B~Y_=~_=_=_==="' ~--C_T __ o_4_-0:_3 __ ~ 420-SB
R: \ 0 4 5 7 \ 8. Eng\ I ripr o v e Men ts\ South\ 04 5 7 i b Cl 3, d w g( 20 00 J Jun -05-2005: 2 0: 0 9 W 0. NO. 2352-101
BIN:
V.W.D. W.0. 205-701
)
091708
(,.)
0 -
0
:E
(i)
.a::. "->.
0
I
0,
0,
•
----_, __ _
:::::: :::_::;: ---------------___ ::: •• • J ' TC CL I ( __ -
------ -------__ ::::::::: ___ ::_::::[: ... . ----__ J ----!----------------1------UNLESS OTHERWISE
SHOWN ------ ---I----i------_:c ·::_ ~~-= -1............ J '··_·_ --------____ )+-1·· --+.-:::-+:: _===_:::,_:=:_···+----I ......• 11.-.-.-,·:· .··••••·· .. ·•·•·1·· ... ····· 11···.···.··.· .• ···.~.: .•.• •.· •• ·· f·,t·····.···.· I I··.· •• ·.· .• ·. · .•• ·.· .••. 1:::,==c1~~-,··_· ·_··:c··:c··:c· .:c. l'···:c···t··:c· :c···:c···:c···r· . . ... • I •· ! . :
l=r·=···+· ·· ___ ···1· ·-·•···· ·.·.1·•······ --h-hl -:-···=-··•·_···_••·•;1_••·~,,~i··:::c···~···~···f··;··•r1••_···t· 1--:-t I I· . '···.· .. ·.··.·.. .................. I + . ···~ ····· · 1····4·.·.·.·.C·. • lc___t...:t1__:_·.:::j···· +····· •',•• , ........ I •I••····· • I
. .. L . • . . .• f ..
I ·· J---+-l=-'-
1--------------
------------==-----------1 --------::------j--j i I-~ i::::::
-+~
I" --:::t: :-·----1••·········•1•••/--, __ ···/····•·•·· 1······· ·q--:::::: _____ J __ -I+ ·•· +f . ··1------·------;;:~~:;:----------------------------i-::·:-~:·:---------------------1------ --1---+ _,_ -· ----------L -------------::_,::·----;--:••··•·•• .. • , ••• ;
.. -... +j---.. i.::.+:::.+:::.==i •i·•=j__!-,•-•·•1-c••·=·••1cc•••=·••·~••·=••··1cc••••c)·~ i;jl~~;-~ ········· · . ··. rop op is J6= 1:;i, 1 . 1 •····· --·· , , ,,re: i
j
--+-~
:~----------------~ -
--------------------------
CENTERLINE DATA
l J BEARING/DELTA RADIUS LENG1H REMARKS
1 N 2T15'00" E 70.15'
2 32"01 '00" 600.00' 335.28'
3 N 4"46'00" W 42.29'
CURB DATA
□ BEARING/DELTA
1 N 2t"12'29" E
2 30."58'30"
3 N '4"46'oo • w
4 N 4"46'00" W
5 28"42'44"
6 86"41'44"
7 90·00·00·
8 N 2T15'oo· E
RADIUS
580.00'
620.00'
30.00'
30.00'
LENG1H REMARKS
80.71' 6" TYPE G C&G
313.56' 6" TYPE G C&G
42.29' 6 • TYPE G C&G
42.29' 6 • TYPE G C&G
310.70' 6" TYPE G C&G
45.39' 5• TYPE G C&G
47.12' 5• TYPE G C&G
I 1.52' 6" TYPE G C&G
VWD WATER DATA
I I BEARING/DELTA RADIUS
1 N 2T15'oo· E
2 0"02'38" 611.00'
3 31"58'22· 611.00'
4 N 4"46'oo· w
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
Pt.ANNING 10179 Huennekens Street
ENONEERlNG San Diego, Cr 92121
SURVEYING PH(858)558-4500 · FX(es8)558-1414
LENG1H REMARKS
70. 15' 8 • DIP Cl -350**
0.47' 8" DIP Cl-350**
340.96' a• DIP Cl-350**
37. 40' 8 • DIP Cl -350**
•• WITH POLYETHYLENE WRAP
PER DETAIL ON SHEET 2
17
20' LWD SEWER EASEMENT
PER DOC 2004-0240354
DATED MARCH 23, 2004
5
NOTE: EVERY LOT SHALL HA VE 1 DRIVEWAY, 1 WATER LATERAL, 1
SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
V.W.D. "AS-BUILr'
,-----~====-----DATE ______ , (SIGNATURE)
1 _____ RA_YM_O_N_D_L_. _M_A_RT_IN ____ P.E. N0.:_48=6~70~-I
Approved
26+00 27+00 28+00
1
3
&
V '
30
SITIO MONTECILLO (PRIVATE)
VALLECITOS BENCH MARK
WATER DISTRICT DESCRIPTION: l/,/§82:&1fffs .. ~!JAg:gN9!.S7.iJJ_AMPED
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN
29+00
---------------,---
--------------------------_ -_____ -,
---:::::: __ ---__ : _____ ---__ r : :r
-------------------------------------
•• • •• • •• • • • • • • •• • •••• •• c. I
VWD NOTE·
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO THE INSTALLATION OF
THE PUBLIC WATER OR SEWER SYSTEM.
40 0 40 80 -----
SCA LE 1•~ 40'
-----------------------1---
--------------
-----------___ -____ ---f_:_-~-
----------1---
----------------------------------",----------·::::
~
1--t---'
-------------------------
~ -
-----------::::: :::::_; __ :_ +,--+---
i _---
----,---
-----------------_··-1'-1--+-.-___ t_:_:::-: ---------------------...... I . · ·· ··1 -------------..
..
------------c-.
y -
120
V.W.D. DWG NO.
ENGINEER OF WORK
~~~ &M, RAt«>LtiARTIN . DATE
R.C.E. NO. 4B670 EXP. 6/30/06
REVIEWED BY:
__,.--7 ..., ;.-,,,
INSPECTOR
"AS BUILT"
V -4~:C
EXP. o<.,/'?Jo/io / J
=loo/oe, I J
DATE
,e/a ~-;01
DATE
I
l----+---C------------+---+---+--+-------.11 SH4EET I ~C_I_T_Y_O_F_C_A_R_L_S_B_A_D~ I SH~ETS I _ ENGINEERING DEPARTMENT
1-----+----+-------------------+----+----+---+---I PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
~---+---+-------------------+---t---tt---t---J NEIGHBORHOODS 2.3 & 2.4 SOUTH
BER¥ LINE ON RANCHO SANTA FE ROADt---,--.-+-::----h-----------------t---+--t----t----t Pg_OVED LLO r'D,_HUBBS I
I 133 NORTHERLY OF ELECTRIC iol',/oe,/<t ~L..H &"6-0UIL.T" {i¥ .\"\ K. ~I\ '~--= ~~ ~ f' 'I_ {7 /l>) By:. ~-F'~ . ~~~•~-~-~----TRANSMISC:/ON LINE POLE MARKED ...-'}-" 1 /--~ ~ "TL230 7 7" AND •:1 13825" AND 09/09/0e> R.LY1 /1\R.e-vltt->-IA.n:.f".. //•?• .. , 'g° 1-' ' A.4Fr. ENGINEER Re• E•P 'l;u 1 -05 .. 'DATE
~'.~1JO/n!t~2t w~~PP.~2-31-r6 trr~~P1~ffk1Ebifof!1i.Jl t:P/!lt!§RLY os/oct/o6 "'-'-->--1 l;,\,ee.v,c,e -<cewei'-. ... OR,~w.,,,._y~ rt/lo/Df" li> ;. -., ~D_W_N_B_Y_: =::;;::==--PRC,JECT NO. I DRAWING NO.
Date,: ____ _,,V;,.~·-2._-11-=-.l--------~ SANTA FE ROAD AND LA COSTA AVENUE.,___DA_T_E~_IN_IT_IA_L_, DATE INITIAL DATE I iilAL CHKD BY: .. t<,T CT 04-03 420 SB ,·::.:....:.====c...===============c....:==========l--------------------.L.~-LEV,_,1_n_o1··· -~5'.::3~3~-:3~9~N~G~V.~V'.._:2_:'.9.!:.M:S~L-------~EN~G~1N~E:E:R~o:r~w:o~R'.1. ___ ~R:E:V~l~S~IO=N~D~E:S~C:R=IP_T~l~O~N:_ ___ _l~DT~H~E:R~A~P~PR~a~v~AL:J_c~1:1Y~-~AP~P~R~ov~A~L.J..:R::v::w::D:::B::Y:::'====-=========::::._~i·==::-==:J _MY REGISTRATION EXPIRES: 6-30-06 DISCIPLIN E R.C.E, _
R,\0457\&Eng \ lMproveMents\Sc ,th \045 7 ib04 ow;: 1935]Mo y-16 -2005,16•36 W.O. NO. 2352-101
BIN :
·r V.W.D. W.0. 205-101
\ I
09 1708
020306
00
0
~
(i)
~
I\)
0
I
0,
O:,·'
J BEARING/DELTA
1 N 72"20°00" E
2 29°05'00·
3 N 78"34 ·oo· w
4 90·04•00·
5 N 11°30°00" E
5 74•15•00·
7 N 52°45'00• W
□ BEARING/DELTA
1 194"58'49"
2 N 72"20'00" E
3 25"34'01 •
4 24·57•12·
5 145·30•21·
6 2r57•10·
7 N 11"30'00" E
8 74·15•00•
9 N 52•45•00· w
10 N 62"45'00" W
IT 74°15'00•
12 N 11°30'00" E
13 95·41•44•
14 38"27'05"
15 N 5T21'1 1" E
, I BEARING/DELTA
1 N 02·45•00· w
2 74·15•00·
3 N 11"30'00" E
4 N 33°30'00" W
5 N 78"30'47" W
6 29°09°13"
7 N 72"20'00" E
Q BEARING/DELTA
1 N 72"20'00" E
2 29°09'13•
3 N 78"30'47" W
4 N 11"30'00" E
5 45·03•49•
CENTERUNE DATA
RADIUS LENGTH REMARKS
22.47'
200.00' 101.58'
18.08'
50.00' 78.50'
155.75'
200.00· 259.18'
110.70'
CURB DATA
RADIUS LENGTH REMARKS
38.00' 129.32' 5• TYPE G C&:G
22.47" 5• TYPE G C&:G
218.00' 97.28' 5• TYPE G C&:G
50.00' 25. 13' 5• TYPE G C&:G
60.00' 153.42 ' 5• TYPE G C&:G
60.00' 29.27' 5• TYPE G C&:G
132.53' 5• TYPE G C&:G
182.00' 235.86' 6" TYPE G C&:G
62.70' 6" TYPE G C&:G
61.78' 6" TYPE G C&:G
218.00° 282.51' 6" TYPE G C&:G
166.42' 6" TYPE G C&:G
32.00' 53.45' 6" TYPE G C&:G
100.00· 67. 11' 6" TYPE G C&:G
50.00' 5• TYPE G C&:G
VWD WATER DATA
RADIUS
211.00·
189.00°•
LENGTH REMARKS
99.70' 8" DIP CL-350••
273.44' a• DIP CL-350••
183.72' a• DIP CL-350••
31.13' a• DIP CL -350.,
34.93' a• DIP CL-350••
96. 17' a• DIP CL-350••
22.47' a• DIP CL-350••
• USE 9' PIPE LENGTHS
•• WITH POLYETHYLENE WRAP
PER DETAIL ON SHEET 2
LWD SEWER DATA
RADIUS LENGTH REMARKS
27.47' a• PVC SDR-35
200.00· 101.77' a• PVC SDR-35
57.95' 8" PVC SDR-35
215.74' 8" PVC SDR-35
200.00· 167.77' 8" PVC SDR-35
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 6°04'32" W 5.25' 18 • RCP 1350-D•
2 N 22"41'36" W 46.75' 18" RCP 1350-D•
3 16"57'57" 211.00· 62.48' 18" RCP 1350-D••
4 N 78"34 ·oo· w 16.07' 18" RCP 1350-D••
5 86°25'42" 63.oo· 95.03' 18 • RCP 1350-D.,
6 N 11"30'00" E 158.75' 18" RCP 1350-D
7 35·30•44• 187.00' 119.17' 18" RCP 1350-D
8 35·30•44• 187.00' 119.17' 18" RCP 1350-D
9 N 52·45•00· w 46.78' 18" RCP 1350-D
10 N 2T15'oo· E 29.25' 18" RCP 1350-D
• WATERTIGHT JOINTS ALONG ENTIRE PIPE REACH
•• SEE PROFILE FOR LOCATION OF W~ TERTIGHT JOINTS
1 "=8'
9+00 10+00 1 1 -'--1 " 12+00 13+00 --14+00 15+00 16+00
FOR SEWER CONTINUATION
SEE SHEET 6
23
V.W.D. "AS-BUILr'
1-----~====-----DATE ------1 (SIGNATURE)
____ _,RA=YM=O'-'ND:c_:L=.. _,Mc:A.::_RT=N'------P.E. NO.: _48~6~70~-,
MY REGISTRATION EXPIRES: 6 30 06 DISCIPLINE R.C.E.
Approved
VAL LECITOS
WATER DISTRICT
By: ~f Pres~Lewis, P.E.
ill
R.Cj . j-5927, EXP. 12-31-06
Date:~----Jf,.t1--'f-f--,.2-'~f1'-lr------~
VWQ NOTE·
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRAOE PRIOR TO THE INSTALLATION OF
THE PUBLIC WATER OR SEWER SYSTEM.
...
27
"' + "' '-" ~
fl'. -,/-...__./,.._ _ _.,
'
'
"'--~--J-.::::0~ WJO c:<: I IE I'-ue>E'Mel-!f
tz-.eG. c:e-01-05
0oc-LOO'=>-<XhZ.~>UC>
.~ ·. .PLANNING
ENGINEERING
SURVEYING
NOTE: EVERY LOT SHALL HAVE 1 DRIVEWAY, 1 WATER LATERAL. 1 I
SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF-. I
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLAN~
4 0
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
10179 Huemekens Street
San Diego, Ca 92121
PH{858)558-4500· FX(858)558-1414
'
0 4"-0 ___ __:80 120
' SCALE 1 '= 40'
V.W.D. DWG NO.
ENGINEER OF WORK
~,ad (/2,/4 ~TE
R.C.E. NO. 48670 EXP. 6/30/06
RCE 4t,L."7o EXP . ov{e,o(lo , j
REVIEWED BY:
INSPECTOR
oe/oe,/oe, • DATE
e /zr/o e
DATE
SIT/O CORDERO (PRIVATE) l---+--+--------------f---+--+--+-----1 I SHsEET I.c_1r_Y~o_F~C~A=R~L=s~s_A_D~ I SH~ETS I
DESCRIPTION:
LOCATION:
ELEVAT!( V:
BENCH MARK
f/...S. C. c,: G.X ... BRASS 0/SC STAMPED
K302., 1935 IN COiv~. MON.
_ ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVE.ME.NT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 SOUTII
POINT LIES 8.5' EASTERLY OF E.ASTE.RN l-~-1.---,+---+-,..~----------------+---+---+--+----I~=====================;
BER¥ LINE. ON RANCHO SANTA FE ROAD'~T,0:::6~•":.::a>~~.Z.2'-'4~'--f~At>=-,:.=,::::1:::'--•~,-----.,------,--,:-------,---+,....,,---c-h..-..--l---,c--.+-----,-J APP,_R9Y..ED ,. LL •Q YD k/U BS
?JiNs'f2f{t!fJILJNfF /f)if CWJ..~KED 1="'::c~/Jl_!"t,/,t"'est--4.'::Ru-1:':::_-'--lf'.;5;;,~.=t>-ClOe.0~~:::..:1~"'-:J:f<.:"ie.c..;,;,:.-1:r-"'""-"::'.1 _r:M~e:::1:r...'.e.'::'~::::::i_:VLJO~~---l!t~-1~1-o<.~~__.,1.~r.~-J.4, ~-~ '-~~~-~-'»'.! )oh ' -J', d\ )\ u .. -~ ., ,~. / .,
DATE "rL23011 AND ":LI 3825" AND l=°'~VE.'""'~/0:c"":..j._.".'Ru-"\c::'::'..__j!L,µ''\ c:""-':'''::'J.cl=.:'°:.':-'-""::"':':r,."°e:,e."::._ __________ ___jµ/,~'/-'/2:;•~~1_>'--1-,<;~--J.l~'l,1,),/_.,.,.,f:'.L~•!JI-~' CIT~ ..ifNGINEER RU , li:8 EXP 1]5 ll5
APPROXIMATE.LY 1.2 MILES NORTHERLY b<\lo')ios RU-1 1\ RJC,v1<:>e-~ ... Cf"J'-""-'--""Yo 11(10(0$ ,dL"{;II ; /, .• , ..-'JA~-• ------------------OF THE. INTE.RSE.CTION OF RANCHO DWN BY:----PROJECT NO. DRAWING NO.
SANTA FE. ROAD AND LA COSTA AVENUE.. L-..::.DAcc.Tc::E_L.CCIN"'IT"-IACCL_, DATE INITIAL DATE IN~IAL CHKD BY: _,,&.a!.'.!'..__ CT 04-03 420-5B
533.39 NGVD 29 MC:L ENG"CER OF WORI REVISIO N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
R 1 \ 04 5 7 \ 8. Eng\ I Mpr o v e M '2 n ts\ South\ 0 4 5 7ib0 5, olw g[ 2 0 00] Jun-05-2005: 2 0: 06 W.O. NO. 2352-101
BltJ:
V. W.D. W.0. 205-701
091708
07.2B06
(J1
0 -00
C
:E
(i)
.r:::a.
I\)
0
I
0,
OJ
)
\
)
)
1
2
3
4
5
6
C)
1
2
3
4
5
PLANNING
ENGINEERING
SURVEVINC
LWD SEWER DATA
BEARING/DELTA RADIUS L£NG1H REMARKS
N 52'39':JJ" E 60.42' 8" PVC SOR-35
N 78'50'53" W 81.75' 8" PVC SOR-35
14'17')1 • 200.00· 49.86' 8" PVC SOR-35
N 64'33'51 • W 56.59' 8" PVC SDR-35
N 74'03'24" E 32.12' 8" PVC SOR-35
19'46'56" 200.00· 69.05' 8" PVC SDR-35
PRIVATE STORM DRAIN DATA
BEARING/DE:LTA
N 64'33'51 • W
41'22'45"
N 74'03'24" E
59'29'58"
N 14'33'26" E
HUNSAKER
& ASSOCIATES
SA~ DIECO, INC.
10179 Huemelens Street
San DiEgo, Ca 92121
PHIB>e l5.S8-4500 • FX(ls8)5511->114
RADIUS LENG1H REMARKS
95.95' 24" RCP 1350-0
45.00' 32.50' 24" RCP 1350-0
39.13' 24" RCP 1350-0
45.00' 46.73' 24" RCP 1350-0
16.18' 24" RCP 1350-0
490-_]
.. ----------+--------41q
-----------------~--------
V.W.D. "AS-BUI Lr'
{SIGNATURE) DATE
RAYMOND L MARTIN P.E. NO.:
MY REGISTRATION EXPIRES: 6-JD-06 DISCIPLINE
IIWQ NOTE;
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO THE INSTALLAllON OF
THE PUBUC WATER OR SEWER SYSTEM.
48670
R.C.£.
NOTE: EVERY LOT SHALL H-IVE 1 DRI-AY. 1 WATER LATERAL, 1
SEWER LATERAL, ANO 1 SIDEWALK UNDERORAIN. LOCATION OF
SIDEWALK UNOERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
18 r-.: 470-~
Approved
70+00
20' LWO SEWER EASEMENT
PER DOC. ~5-r?'.rl5:? ..._l..!?
DATED ce,-01-015,
70+60.42 SWR
MH NO 7=
LWD MH NO:
...
J,
~
..J
815 HGL ZONE
------PROPOSED GROUND OVERSEWFR
18J..2()
/ 0 -1.
WER LIN£ &-
EX MASS G £
OVER SEWEi
' i
8" DIP ~--:;, 484.63 jp
HG!, I
96,17 F. 8" t'\lt:'
0 -1.
71+00 72+00 73+00
105
20
13
50+02.00 SD
CONNECT TO EXIST.
TYPE A-4 CO
PER DIVG 397-3
51+69.58 SD BC
51+30.45 SD EC
50+97.95 SO BC
-
----~---
71+92.03 SWR C
72+48. 62 SWR
MH 8-LWD MH NO 10-15250
SEWER LINE & STORM DRAIN
12
14
-90
.,... 70
74+00
11
10
19+86.98
73+49.79 MH NO 9=
LWD MH NO: 10-15260
I t---..€!1±~ m--.··· .. ·· .. · ..... -·----··----.... ···---...
I lr---2Qt.~
I \ s \
SITIO MONTECILLO SEE SHEET 3 9
R=\0457\8.F no\ J-:-:rovr?rients \S:::: ...1th \04 57ib06 j w-g[ 2000jJun-03-?005=0Sl:12
40
PROFILE SCALES
( ) INDICATES IELD ELEV. --IJRIZ.
V~RT. . "=8'
[] IND/CA TES LEV. FROM AS BUil T ORA WINGS
0 120
V.W.D. DWG NO.
ENGINEER OF WORK
--'12~•~4--~./._._:r~~~~·---~~ h./4s
~OND L. IAARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/06
REVIEWED BY:
-er.:
INSPECTOR
Ob/ot:,/ot!> l i
DATE
,;as-/•IJ
DATE
------t-----i I sH6EET I ,c_1_r_Y~o~F==c~A=R=L~S=B~A_D~ I SH~Ts I _ ENGINEERING DEPARTMENT
W.O. NO. 2352-101
BIN:
V. W.D. W.O. 205-701
C
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(i)
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0
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I . : . . : I ' •·• +· .. ··r
. . ........... ! ·······;: ········• .. L , --~n •··· ··· T'~•••~r:=:• ·······,··:··············· · ·· ·· ····························· i ' ... ,;•,,,, .. ,~~ :.······•••••••••·••••··. :•••·•• ' I ••·····'·· .::::: I i ;B¢q + ---··
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•··. j ~., __ J i ··••·ti •· : ~ ; + & , f J ••~~·•···••·:•••···••··· .. ~i:;J .~;J~Q~":i ;sllf'e_'ii; ,. • i.···· : .. +:;-i ,. . .. ···1. ;r ·····•·••· +· i... L ······ .... ···········. i , . ···············;--±-=1=±c-.±cc-i :l w~E8;;~ b1;i'!fi~cl1,·2t1Jb~~~6t#f-,--_ ·~. •. ~ ,; ~ki ,.· ··~: ; i i ~ : ~.-! 1 .. ,.,.~ -.. -' .•• ~ :~ ~
1
• ;i : , : g ti .: ....•.••. ! .. ~.~
r:: · .. ---=-----+ -"·, -_·: . t-+---. llt)I ~-' --~ !(')_ __ ----I .. .... : :::::: ::: (;:i·;i--1: f -----------,-----I I· l -==+c+-'4-=t=F+=f=f=t=+--~ ------·-·1· . ~ I ,___ --~-t-----t-----i------1--t-______ j-:-:--__ r____ ---I t ~cc==. j=+s:c: 7 j -_-:-:-_i--:-+ I• + •I ~ ~--= ----------------------------------·-·:::J::··-·7··---,-_ ---------------~~:""-.j,. .·--::H::::;::)r=--------~.~+ffi: -:j·:_ --1::
r
------:-:-:--:::::-:: __ ::: __ ::::-:::::: ·::::: :::::: :·:: ___ ---·-:1--··:'.~-· · _ --_ ------_________ ::_::1-:·:~::"::' __ :: ::::::!::_ --------------i ::::: ::::::~_::::\ ___ --. ----r:---.... ' ----------------------------------------
. '
I
- ---~--,--_' --------+· PROFILE SCALES
__ ·IL··.-··~• 1,-·-.••.:,:·.e-•··-+--+-'. -=··~············ '!· .. ·.·.,.·.·.·.·.·.·.·. T ......... .. . . ............ ·• . •.:•••+•·· ..... '···•---·1~ .. 0 ... ···I···.·!·••·:••········•· 1==Lk--'-l . .... f ! ; I , ....•....•....•....•.... L t)······························· r ; i-· ···························•················· :••···· ·........................ i ()~:14~~s .1tL otl~······················· I ~~~~Z ... ~ :::~?' ~111:----c1=-_J_d2l±J ______ s· ___ J:J.'[J:ccr1•.=·cc·J=-:•1,cz1~1 -;;;-;;;-;;;1·1·=··-·=·~·:· ___ ···=·=·j··ill·=· .. t··=···1· ·=··=···~1·:·1· jC~d__JS]J ... ___ ... L, . ___ fil.
1••---·•---· ___ ••·---••i• .···=· =:=t=:Js· .J ··t,· ___ ···11 ___ ·•2tt::.=-••·il.•l,••j··~·•·.._· ___ · ___ •J ··, ___ . ___ !±1 --22sl ___ .J '.G_.] 11•;··± ,:t--·: ... J .. : .. : .. c ... J. · .. [,·.: .. 1:1;;-;;;-·:·-·=··ci,·"··=·t:·=·ct••=··=•·,c••=·••..c··=···=·L·cc·cc··=··ci·=···=·••c..Lcc"=·=--;1=CL-,?::===···=·'L··=·::1"" •• "' •.• = •• L •• ===:~=-;;;··c:;···:c-·~·-··~·L·_·~·-··_···~1~···· ...... i 1 ···· ...... I [)' Ql/tAT,Sc,}f: fClil()M A5!BUIU' PRfWl~1_c_s~;_. -1-----------, 1------"------'-"-----'----L------'-~~_c_ _ __cc__c=c====-"'=='--"·····---:.i_-_:: ... -.: _-_:·-I -+ --:~::--::: --
CENTERLINE DATA
I 1 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 43°30'30" W 67.72'
2 40"16'00" 200.00' 140.56'
3 N 83"46'30" W 124.14'
4 34·57'30• 300.00' 183.04'
5 N 61"16'00" E 37.50'
CURB DATA
□ BEARING/DELTA
1 N 43"30'30" W
2 40•15'00·
3 N 83"46'30" W
4 15"17'54"
5 42"00'58"
6 N 38"54'38" E
7 202·21 ·22 •
8 N 61"16'00" E
9 34·57'30•
10 N 83"46'30" W
11 40·15'00·
12 N 43"30'30" W
RADIUS
182.00'
282.00"
100.00·
38.00'
318.oo·
218.00'
LENGTH REMARKS
67-72" 6" TYPE G C&G
127.91' 6" TYPE G C&G
124.14' 6" TYPE G C&G
75.30' 6" TYPE G C&G
73.33' 6" TYPE ; C&G
50. 00' 6 • TYPE <-C&G
134.21' 6" TYPE G C&G
37.50' 6" TYPE G C&G
194.02' 6" TYPE G C&G
124.14' 6" TYPE G C&G
153.21' 6" TYPE G C&G
67.72' 6" TYPE G C&G
VWD WATER DATA
( ) BEARING/DELTA
1 N 43'30'30" W
2 40-16'00·
3 N 83"46'30" W
4 34·57'30•
5 N 6t"t6'oo· E
RADIUS
211.00'
311.00'
LENGTH REMARKS
62-72' 8" DIP CL-350**
14-8.29' 8" DIP CL-350••
124.14' 8" DIP CL-350••
189.75' 8" DIP CL-350••
47.50' 8" DIP CL-350••
•• WITH POLYETHYLENE WRAP
PER DETAIL ON SHEET 2
LWD SEWER DATA
I \ BEARING/DELTA RADIUS LENGTH REMARKS <--=-='--'---+-----1---===c-1--===------1 1 N ,s30•30• W 62.72' 8" PVC SDR-35
2 ,,.J"/6'00" 200.00" 140.56' 8" PVC SDR-35
3 N 83"46'30" W 124. 14' 8" PVC SDR-35
4 34·57'30• 300.00' 183.04' 8" PVC SDR-35
5 N 61"16'00" E 59.50' 8" PVC SDR-35
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 43°30'30" W 6.02' 24 • RCP 1350-D*
2 N 46'29 '30• E 3.25' 18" RCP 1350-D•
3 N 46"29 '30• E 29.25" 18" RCP 1350-D.,
• WAJFRTIGHT JOIN7S ALONG ENTIRE PIPE RAECH
•• SEE PROFILE FOR LOCATION OF WATERTIGHT JOIN7S
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10V9 Huemeker s Street
ENGINEERING San Diego, Ca 9?121
SURVEYING PH(t:!58)558-4500· FX(858)556-1414
109
11 +00 12+00 13+00 14+00 15+00 16+00
10+50.09
CONNECT TO EXISTNG STORM
STORM DRAIN
PER DWG 397-3
L:14/T UNE AND PAVEMENT----
LEc'END PER CAL TRANS
STANDARD A24D, A24E
{THERMOPLASTIC)
CL INT 10+00.00=
22+73.65 CORINTIA ST
10+50.09
REMOVE END PLUG &
CONNECT TO EXISTNG SEWER
PER DWG 397-3
10+50.09
REMOVE END CAP &
CONNECT TO EXISTNG WAJFR
PER OWG 397-3
NOJF: EVERY LOT SHALL HAVE 1 DRIVEWAY, 1 WATER LATERAL,
SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
V. W.D. "AS-BUILT'
.,
I
-----~===~-----DATE _____ _ (SIGNATURE)
_____ R'-'A-"YM=O-"N"'D_L:c._Mc,A.cR-"T"-IN'------P.E. NO.: _4-8~67~0~-
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.CE
48 47
.
36
37
VWD NOTE:
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO THE INSTALLATION OF
THE PUBUC WAJFR OR SEWER SYSJFM.
If 46 If
l
'
44
'-"
45
'-' .:,,_,,'
\ '-' 'o ~-/ ' ,";,:;;
\
'
'
41
If
40
32+31.40 CDS
1-AV ASSY PER I/!.
V.W.D. DWG W-2
16+08.05
43
END CAP ASSY W/ TB
'6•0.S.OS
-
40
I
0 · 40 80 120
__ 'lllllll
SCALE 1'=40'
~=~=~= -V.W.D . DWG NO.
------------~------ENGINEER OF WORK
~~/Ji, J,-_"
RAYMOND L MARTIN 1DATE
R.C.E. NO. 4B670 EXP. 6/30/06
"AS BUILT"
R~::~ > I
REVIEWED BY:
INS PECTOR
oe, /o,, !oe,
}~
DATE
a/,.s-/o9
DATE
CORTE PALOMA (PRIVATE) t-----+--+-------------i-----+----i------i-------J I sH;ET I ~c_1r_Y_o_F_c_A_R_L_s_s_A_D~ i SH~ETS I
ENGINEERING DEPARTMENT
Approved
VALLECITOS
WATER DISTRICT
By,_/;;d........,,.,L,,=--=-=----_
Presto~I'ewis, P.E.
R.C!. 45927, EXP. 12-31-06
Date.: _____ .,&,_L·iLL7~12~C _______ _
DESCRIPTION:
LOCATION:
ELEVATION:
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
BENCH MARK
l,j.S. C & G.X. BRASS DISC STAMPED
'K302., 1935" IN CONC MON.
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 SOUTH
POINT LIES 8.5' EASTERLY OF EASTERN 1----+--t-----------------t----t----t-----t----i ~=================:cc============,
BERlyl LINE ON RANCHO SANTA FE ROAD•t:::-:-;-~+=c-:---h.:---:-::-;;:;-;;;--:;;c-------------j-----t---t----r------1 AP.__P~~-E,[l _LL.{)Y0. f,IUB1BS o·~ 133 NORTHERLY OF ELECTRIC ioc,/oe,/-,e f<.u-1 V.?>.A<>-""-'IL-,-l"\L-A,.J'\_J\ ,-J\J\ ,,~n ff!f f J0M(j'J1~¼o Uf;f/i_ ,ig';,~ ,,Mj!J!JED 09/0"I/°"' ~ 1, \ Re.vi~ "-lAI'e.ie. 1 //.1o-or ~L----ll .. ~·'1.1,·-t,,;. '•LJ,,~ •·n ~'= -,.,...1"'=1 rT,_,__"'EN ... G.,_,1 ... N EE R RCE ~ ·~
~/1~f'3/tFfkfElfiotf1L6f f/PrfJ!/SRLY =!=Joo ,e.u-, /i\i=v,,:,e.~<-ORJvew.o,,,, ll/ld/O~ 1.:p --!h Aj,t, ~D_W_N_B_Y-,----PROJECT NO .
SANTA FE ROAD AND LA COSTA AVENUE. DATE INITIAL DATE INITIAL DATE l~ITIAL CSKD BY,-~11,~i;.r--~-CT 04-03 DRAWING NO.
420-SB 533.39 NGVD 29 MSL ENGINEER or WOR" REVISION DESCRIPTION OTHER APPROVAL cnY APPROVAL RVWD BY,
R: \ 0 4 5 7 \&Eng\ IM pro veMe n -ts\ Sou th\ 0 4 5 7 i b O 7, d w g [ 12 7 5 J Jun-07 -2005: 11: 38 W.0 . NO. 2352-101
~IN:
I V W D. W.0. 205-701
09 1708
020306
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SEWER LATERAL & WATER SERVICE DATA TABLE
ill r-~
, ~
LOT NO ( Street Station of Invert al Drop to Length of Lateral Elev. Elev Depth@ Street Station of Curb Elev.
Lateral@ fL I Main IE Main Lateral A!PLIE Set Slop, e. PL Lateral@ Curb Water TC Remarks
. . A...
# # fl fl fl fl % " fl -~-fl "-
1 Per Dwg 397-3 Zb,-<,<,_?4 '56G.s:. ' 2 Per Dwg 397-3 27+ 71 32 551 23
3 Per Dwg 397-3 2'.1-44.oo "'4':>.00
4 Per Dwg 397-3 %.S+?Jl'l.'I<, ~--5 Per Dwg 397-3 24+46.54 533.93
6 Per Dwg 397-3 23+53.15 523.51
7 Per Dwg 397-3 22+58.29 512.13
8 Per Dwg 397-3 ( 21+67.67 501.40 '
-9, □--~ --/---.. :20<-"\1.0'\ -4'!4.<J,;
10 z.o-to-1.2.I 4"7!:>.-1'! 'l.'5o 28.00 ~.$ 200% <Itri.OS s.= 1'\i-6,1. U 4t,(.6E,
~
11 40+47.64 CDS 473.56 4.85 68.00 479.77 200% 485.63 586 40+21.06 CDS 485 91
12 40+59.65 CDS 473.67 2.01 71.20 479.79 577% 485.65 5.86 40+8163 CDS 485.92
-13 41+19.01 CDS 473.71 0.89 54.50 481.23 12.17% 487.09 5.86 ~+l<,.60 sos --le,(._.,,, I
14 Per Dwg 397-3 -.. ~1-"ltl 4'M.~ ,,
lo PerUwg 397-"3 =+~:iz. ""'"1 ""1 :
16 Per Dwg 397-3 23+34.02 521.21
17 Per Dwg 397-3 .... z.\+2',.-lo S-:.2..DI I
18 13+20.39 504 5 1 97 28.00 511.06 16.40% 516 92 5 86 13+31 38 517 85
19 11+16 78 485.1 0 58 28 00 49117 19.60% 497 03 5.86 11•l6. 78 4"/ f<S
20 10+49.74 KNU 478.07 2.84 3800 485 92 13.18% 491 78 586 10+53.83 KNU 492.00
21 9+31.0f 478.76 363 28.00 482.95 2 00% 4B8.81 5 86 9+41 06 48880
.2 8+80.52 479.3 3.42 28.00 483.28 2.00% 489.14 5.86 8• 70 12 488.99
23 30+24.47 CDS 479.5B 3 52 34.00 483.78 2 00% 489.64 5.86 30+31.36 CDS 469 50
24 30•97.24 CDS 479.21 2.83 86.00 483.76 2.00% 4B9.62 5.86 30+89.47 CDS 489.48
25 31 +62.80 CDS 479.01 2.78 56.00 482.91 2.00% 4B8.77 5.86 31+56.32 CDS 488.82
26 12+7409 499.84 6.07 28.00 50647 2.00% 512 33 5.86 12+83.58 513.07
27 13+41 38 506.61 6 03 28 00 513 20 2.00% 519 06 5.86 13+50 86 519 80
28 14+05 07 512 58 7.43 28 00 520 57 2.00% 52643 5.86 14+24.01:1 527 H
29 Per Dwg 397-3 25 + "1"1<>'l. 5'11-12..
30 Per Dwg 397-3 U-+<A-.a:> 5"16'lb
31 Per Dwg 397-3 27+25.75 549.00
32 Per Dwg 397-3 U>t-<e'l:> 61:0eb ~ 3s n •• -~--' u V V .. Zb+OS,e,+ 5EG.2..!>
~ 34 lOl-<h.'11 55Z..-\2.. -4.'14 U,.C,:, !>!lb.ZS ~ re,;r. o(,":15 5.SO !0+"15.'H 5<,!l.(,O '
35 11+29.98 553 46 4 50 27 50 558.51 2.00% 564.37 5 86 11+39.15 564 26 ' 36 11 +88.40 554.34 4.05 27 50 558.94 2 00% 564 80 586 11+9840 564 91 \
37 11.+-C:.O.'otl !!,5!:,.5"7 ,ue u,.a::, 5<-at,i 2.00% -~ S,So 12..+10.~ lSGE,."72.. T
38 13+34.32 556.7 3.51 27.50 560.76 2.00% 566.62 5.86 13+44.32 566.52
39 14+<>0."lb "6"161 !>."'9 u,.a:, ~l-"14 2.00% 6<,"7~ s.s,, 14+16.U !'i."1~
40 14+63.49 558.68 2.95 27.50 562.18 2.00% 568.04 5.86 14+73.49 567.94
41 IM◄tl . .U. ,;;:.ooi 2..e.1 'Jb.00 '!,<,~ 2.00% -~◄ 5.50 r&re,z..OI <U,.,b
42 ~S<..E,E,CO:, e<,O.l;f'I 2-.ee. Z:,."lt, 5"'4.ss 2.Tl'.1. 5"10.06 '5.SO ~.t!!C:00 5Ul,"fl
43 32+25 24 CDS 560.98 3 35 23.80 564.81 200% 570.67 5.B6 31+9458 CDS 570.84 -44 !Jlt'e"le:,, CO!) ""-o"7c. ?>.cl. "6.$ !!<hl'S 2.00% la"10.U5 5.50 !!>1+66.!IO = 570.82 '
45 :,:>+i<>.-'\2..:0,, 5,ae,e, !>.l'l Zb.54 ,;,:,LC.I 2.00% ""-6.l l s.,;o !>e:>tZ2.,;t.. = 5<.boL
46 I!> +<A. IS?> $1,.e, ?,(,,1 2.b.00 ,;<,L .51 2.00% '5£.."1.0l "'·"" 1?>¥1'!.G,(, !',(,(,.'12..
47 12+81.57 555.89 3.74 27.50 560.18 2.00% 566.04 5.86 12+91.57 565.94
48 11+95 61 55447 4.21 27.50 559.23 2.00% 565.09 5.86 12+06.60 565.00 ._____,, ~ ~ --~ ~/"------A -
LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SElfER MAIN
MANHOLE UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE fADORESSl IIH RIM EL. MH INVERT MH DEPTH •• , J. , rn NO. OF LINES
(FEIT) rk~n (FEf'J :;G, Sf£)) DE, ,D NUMBER COORDINATES' LENGTH DIA. MATERIAL UPSTRfAM )Im UPS X r (FEIT) (IN.} (:ir) ADDRESS DESCRIPTION
1 TO 2 6259120. 1 1981242.8 197. 19 8 PVC 1.00:ir SIT/0 CORDERO
4 TO J 6258934.7 1981614.0 167.77 8 PVC 10.06:ir SIT/0 CORDERO
J TO 2 6258970.1 1981455.0 216.74 8 PVC 8.90:ir SIT/0 CORDERO
2 TO 7 6258926.8 1981242.6 60.42 8 PVC 1.01:ir smo CORDERO
7 TO 6 6258878.8 1961205.9 188.20 8 PVC I.00:ir smo CORDERO
8 TO 9 6258700.J 1981261.7 101.17 8 PVC 1.00:x' SIT/0 MONTECILLO
9 TO EX. 6258601.1 1981245.6 JJ.69 8 PVC 1.25:ir SIT/0 MONTECILLO
18 TO EX. 6259J72.J 1982J61.8 20J.28 8 PVC 1.57:ir CORTE PALOMA
19 TO 18 6259925.7 1982269.2 J66.68 8 PVC 1.57:ir CORTE PALOMA
/AST DOWNSTREAM MANHOLE COORDINATES ARE: 62586QJ 1981279 2
CL (4)
LENGTH OF LATERAL
5~ -('N'\'l-
% MIN (.J) OR 2 1.0' MIN.
DROP TO MAIN
(2)
1 _o' MIN-
1.2' MIN (PER a• MAIN)
so
TYPICAL LATERAL ELEVAVON
NTS
S:
PL
TC
(1)
DEPTH BELOW Pl
5' MIN.
NOTE.
CONTi
PRES
RACTOR SHALL CONSTRUCT LATERALS WITH
CR/BED SLOPE AND DROP TO MAIN.
DOWNSTRfAM P, SMT THROUGH MH
ADDRESS DESCRIPTION UPS OWN UPS DWN UPS OWN UPS OWN UPS OWN
SIT/0 CORDERO 489. 1, 491.16 479.61 477.68 9.56 1J.42 STD ANG 1 J
SIT/0 CORDERO 525.61 508.83 51J.2• 496.7, 12.J7 11.80 STD sro 1 2
SIT/0 CORDERO 508.8 491.16 496t477.68 11.80 1J.42 STD ANG 2 J
SIT/0 CORDERO 491.11 490.49 477. 476.92 1J.68 1J.57 STD STO J 2
SIT/0 MONTECILLO 490.49 488.JB 476.7. 474.88 IJ.77 1J.50 STD STD 2 2
smo MONTECILLO 488.JI 487.8J 474. £a47J_ 7 1J.70 14.11 STD ANG 2 2
N/A 487.8 N/A 47J.7.,,,47J.45 14.11 N/A ANG N/A 2 N/A
N/A 565." N/A 555. ·~551.4 10.15 iilA STD N/A 1 N/A
CORTE PALOMA 570.01 565.48 561. 1-•55.4 8.91 9.99 STD sro 1 2
V.W.D. DWG NO.
ENGINEER OF WORK
~Y,2,4c£'
R ONOL.MARTIN
,:;/4/0!>
DATE
R.C.E. NO. 48670 EXP. 6/30/06 .
BENCH MARK "AS BUILT" VALLECITOS
WATER DISTRICT DESCRIPTION: 1,1.S.C. & G.X. BRASS DISC STAMPED :iE-✓✓-4-L ""#I«>
'KJ02 .. 1935" IN CONG. MON.
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN
Approved Ry: ~~11
BER¥ LINE ON RANCHO SANTA FE ROAD
1 JJ NORTHERLY OF ELECTRIC R~;o EXP. =!t,af1p DATE T~ANSM/s~,oN Lll:i[ POLE MARKED ?reskmH. Lewis, P.F. ' L2J011 AND L1JB25" ANO I r
R.C.E. 45927, '::XP. 12-31-06 APPROX/MA TEL Y 1.2 MILES NORTHERLY REVIEWED BY:
OF THE INTERSECTION OF RANCHO
Date: w1 ... c _________ SANTA FE ROAD AND IA COSTA AVENUE . .-z;-~ ,;.,j<J#
ELEVATION: 533.39 NGVD 29 MSL 7 INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD lSHEETsl
ENGINEERING DEPARTMENT s I
PRIVATF STR[ET & UTILITY ,MPROVEMENT PLANS FOR:
I LA COSTA RIDGE
~ NEIGHBORHOODS 2.3 & 2.4 SOUTH I ---.
I
HUl\ ::iAKEP..
& ASSOCIATES
-· At'J'R~O mB5 <tL7,~~ I ' C6 ieu-1 /,,1.A<,-l:lulL..r .,... . · ,. ,boll
EX 'Jf-g,fJc; O'ljo<ip., ~ /,\ fOe>./1-0e_ ....,,.-e,e.. I/-$• ••l' • 1/ .. , ---~ 1... ll:"' NGINELR RCE
S.AN DIECO, !NC O"ljo~/o,s ~ 1,\~v1-e,e ~ 4' Pf">-/e.klt>-Yb riTlo7t>~ {/) ~ ,,I-~
OWN HY: I i-'-?OJECT NO. DRAWING ND.
DATE INlll_.~-DATE LNITIAL DAT 'f"NITLAL CHK) BY: !l. !,,1' 420-SB
ENGINEER or WORIC REVl!-ION DESC~ •~TION OTHER Ari'ROVAL CITY APPROVAL I RVW,1 BY: I CT ~4-03 PI..Nllr\llNC 10179 Huemekens Street
ENGINEEIING ~ " Diego. C'.a 92121 -SURVEVN:j, Ph '\58.}SS&4~· FX.{as8)SS8-1414 -----------------------------------------------------------------------------------------------------------------------------...---------! R=\045 7\&.Eng \IMproveMeri ts \Sou th \0 5 7ibr 8.dw9r ?OnOlJSA"'-05-2005=20:~..J W.O. NO. 2352-101
Cl~:
W.0. 205-701 V.W -------~
020306
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