HomeMy WebLinkAboutDWG 420-5; CT 04-03; LA COSTA RIDGE NEIGHBORHOOD 2.3 & 2.4; 01-08GENERAL NOTES
1. THIS PIM SUPERSEDES ALL OTHER PIMS PREVIOUSLY APPROVED i1'f THE C/JY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PIMS.
2. APPROVAL OF THIS PIM DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PIMS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PIM REVISIONS SHALL
BE PROMPTLY SUBMITTF:D TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIF1CATE OF INSURANCE MUST BE F1LED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE
COMPANY WRIDNG TH£ POLICY MUST HAVE A RATING OF "A• AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PIMS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PIMS WITHOUT THE WRITTF:N
OF THE CITY ENGINEER, NOTE:D WITHIN THE REVISION BLOCK,
APPROPRIATE: SHEET OF THE PIMS AND TITLE SHEET.
APPROVAL
ON THE
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED SY THE CITY ENGINEER.
STREET NOTE$
1. ACTLIAL 5TRU/;1VRAL SECTIONS WILL BE DETE:RMINED AFTER 'R" VALUE
TE:STS HAVE BF:EN CONDUCTE:D BY A PROFE:SS/ONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANlqS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TE:STS
AND THE ENGINEERED STRUCIVRAL SECTION MUST 8£ SUBMITTF:D TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS, SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT' PIMS, NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL 8£
ALLOWED. ALL LUM/NA/RES SHALL 8£ ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE: PIPE WITH A MINIMUM
D-LQAD DF 1,JSO OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LQAO OF
2 TIMES THE f,,IINIMUM D-LDAD REQUIRED FOR RCP.
FOR PRNATE $TORM DRAIN PIPES, UP TO 15" PVC MAY 8£ UTILIZED
PROVIDED DEP'rff IS LESS THAN 15 FE:ET AND BACKFILLED WITH J/ 4 • ROCK
PER SDRSD So-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS
SOLID WALL PIPE.
5. WHERE AN EXl$TING PIPE LINE 15 TO 8£ ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FE:ET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED
WITH CONCRETE: OR REMOVED AS APPROVED i1'f THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TIT!.£ 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL 8£ INSTALLED PER SECTION N D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
ENGINEER'S NOTES
1.
2.
J.
4.
NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT /,J,/D MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
/,J,/0 SHALL BE SOLeL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FE:DERAL SAFETY AND HEALTH STANDARDS, LAW.S-AND REGULATIONS.
CONTRACTOR HAS SOLE AND COMPLETE Re5PONSl8ILITY FOR JOB SITE
CONDITIONS DURING mE COURSE OF CONSTRUCTION OF T7-I/S PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS RF:QUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT 8£ LIMITE:D TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM /,J,/Y AND ALL LIABILIIY. REAL OR ALLEGED,
IN CONNECTION 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 Pt.ANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENG/NeER OF WORK AT 558-4500, THE CONTRACTOR
SHALL ALSO TAKE THE NECESSARY STE:PS TO PROTECT THE PROJECT AND
ADJACENT PROPERTY FROM ANY eROSION /,J,/D 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 ACCEPTE:D FOR MAINTENANCE
BY THE OWN£/?.
ENGINEER'S NOTES (CONT.)
9.
10.
11.
12.
1J.
14.
15.
n-lE CONTRACTOR SHALL NOTIFY n-1£ SURVEYORS 48 HOURS PRIOR TO
BACKFILL/NG TRENCHES FOR ALL NEW UTILITIES. n-lE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROV/OE THe eNGINEER OF WORK
WITH A LETTER OF CeRTIFICAT/ON STATING THAT ALL IMPROVEMENTS
ARE CONSTRUCTEO IN SUBST/,J,/T/AL CONFORMANCE WITH THe LINES
AND GRADES SHOWN HEREON. n-1£ CERTIFICATION SHALL INCLUDF: ALL
ITEMS REQU/ReD BY THE APPROVING AUTHORITY.
THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF n-1£5£ PLANS ONSITE AT ALL TIMES FOR USE BY THE
ENG/NEEi? OF WORK. SOILS ENG/NeER AND THE CIIY INSPECTOR. THE GENeRAL
CONTRACTOR'S SUPeRINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERT/FleD BY mE SUPERINTENDENT AS ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT, ANO BECOME THE PROPERTY
OF THe ENG/NeER OF WORK.
STATIONING OF DRIVEWAYS, LA TE:RALS 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 PLANS, A SEPARATE PERMIT /,J,/0 INSPECTION
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
THE SOILS REPORT AND All THE SUPPlEMeNTS THEJ?COF ARE INCORPORATED
INTO AND MADE A PART OF THIS PIM. ALL CONSTRUCTION SHALL CONFORM
WITH AND 8£ SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPORr.
CONTRACTOR SHALL INSTALL THRUST BLOCKS AT All ANGLE POINTS AND TEES
IN WATER SYSTEMS PURSUANT TO THE APPROPRL4TE WATER DISTRICT STANDARD.
CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICe POINTS PRIOR
TO ENERGIZING THE SYSTEM.
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY mE CIIY eNGJNEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENG/NeeRJNG STANDARDS.
J. THIS SET OF PLANS.
4. THE STANDARD SPECIF1CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
5. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TE:STING, INC. DATED,
AUGUST J, 2001, UPDATE LETTER DEC. 20, 2004.
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CIIY OF CARLSBAD STANDARDS.
7.
8.
9.
FINAL PROGRAM EIR 98-07
CIIY OF CARLSBAD RESOLUTION NO. 57J6, 57J7 & 57J8. DATE:D: !!!./2,P/04
VALlECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS.
10. LEUCADIA DISTRICT STANDARD DRAWINGS AND 5PECIF1CATION5.
11. STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
PREPAReO BY: HUNSAKER & ASSOCIATES, DATE: 12/08/0J.
12. STORM WATER MANAGEMENT PIM (SWMP)
PREPARED BY: HUNSAKER & ASSOCIATES, DATE: 12/07/04.
1J. CALIFORNL4 STORM WATER QUALITY ASSOCL4TION, STORM WATE:R BEST MANAGEMENT PRACTICE.
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNL4, DEPARTMENT OF TRANSFORMATION,
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY LINE
PROPERTY LINE
EASEMENT LINE
A.C. PAVING/BAS<
6 • TYPE G CURB & GUTTE:R
PEDESTRIAN RAMP TYPE "A•
LEGEND
STD. DWG.
G-2
G-27
SYMBOL --------QUANTITY
107,232 SF
5,858 LF
4£;4
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY
CITY.
THE 8. FIRE HYDRANT , MARKERS SHALL 8£ PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PIM PER SDRS DWG M19.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTA/NeO BY A SEARCH OF THE AVAII.ABLF: RECORDS. TO
THE BEST OF OUR KNOWLeDGE. THeRe ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BeFORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF All UNDERGROUND
UTILITIES AFFECTING THE WORK. WHETHER SHOWN ON THE PLANS OR NOT.
SPeCIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED
IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERL4lS FOR n-1£
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN.
16. ALL SEWER LINE BeDDJNG SHALL Be J/4" BACKFILL PER SDRSO 5-4,
TYPF: C. PVC SEWER PIPE SHALL MeET ASTM STD. JOJ4 FOR SOR JS
SOLID WALL PIPE. CROSS GUTTF:R "G-12 2,092 SF
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINE:O TO
THE PROJECT SITE: AT ALL TIMES DURING CONSTRUCTION,
1 1. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEE:TS AND (C) COMPACTION
CURVES, SHALL 8£ SUBMITTF:D i1'f A PROFE:SSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TE:STS. THE
WRITTE:N FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRfCQNSTRUCVQN MEETING SHALL BE; H[I D AT llif SITE; PRIOR TO llif
BEGINNING OF WORK AND SHALL BE ATTENDED i1'f ALL REPRESENTATIVES
• RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TE:STING AND ALL
07l-lER ASPECTS OF THE; WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(4J8-J891) AT LEAST FNE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
I J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE SY CALLING THE ENGINEERING 24-HOUR INSPECTION RE UEST LINE AT
760 4J8-J891.JNSPECTJON REQUESTS MUST BE RECENED PRIOR TO 2:00 P.M.
ON T1-II; DAY BffORE lliE INSPE;CVON IS NE'[l)E'D INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FE:DERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 8705 BY SUBMITTING
A DETAIL PIM TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECT/ON FROM THE HAZARD OF CA VJNG GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PIM MUST BE PREPARED FOR ALL TRENCHES FIVE FE:ET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTE:1.1
STANDAR(JS E'STABLISH[D BY lliE CONSTRUCT/ON SAWY ORDERS nn f B
CALIFORNIA ADMINJSTRA TN£ CODE. THE PIM SHALL BE PREPARED BY AN
ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTF:D TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, DPfRAVQNS WII I CEASE; lMM[QIATf/ Y: ANfl THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTE:N AUTHORITY FROM THE CITY
ENGINEER TO DO SD.
17. ALL OPERATIONS CONDUCTED ON THE SITE: OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRNAL, DEPARIVRE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED'
GRADING EQUIPMENT SHALL BE LIMITE:D TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTE:D ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTE:R.)
18. ALL CFF-SITE: HAUL ROUTE:S SHALL BE SUBMITTE:D i1'f THE CONTRACTOR TO THE
CIIY EN(j/NEER FOR APPROVAL TWO FULL WORKING DA\'S PRIOR TO BEGINNING OF
,'/ORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG T1-II; HAUi. ROUTE; OR ADJACENT STRIT[S AS A RESULT Of lliE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTE:NCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED i1'f A SEARCH OF THE AVAILABLE
RECORDS. A TTF:NTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PIMS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PIMS AND
ANY OTHER EXISTING FACIUTIES OR STRUCIVRES NOT SHOWN.
21. ThE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE sumclENTL y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON'
PIMS IF IT IS FOUND THAT THE ACTLIAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. fli£ CONTRACTOR SHALL NOTIFY AFFECTE:D UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR
FACIUTJES AND SHALL COORDINATE: WORK WITH A COMPANY REPRESENTATIVE. ·
U'vDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA COMMUN/CATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD (STREE:TS & STORM DRAIN)
CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
LEUCADIA WASTEWATER DISTRICT
VALLECITOS WATER DISTRICT
HUNSAKER
& ASSOCIATES
SAN OIECO. INC.
PlANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
SURV£VING PH(858)558-4500• FX(858)558-1414
9. All SURVEY MONUMENTS ANO POINTS THAT ARE D/51VR8ED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTE:D PER THE
PROFESSIONAL LAND SURVEYORS ACr. 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASUReS TO PROTECT
EXISTING ABOVE: GROUND /,J,/D UNDeRGROUND IMPROVeMeNTS SHOWN
HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR
SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK. TO THF: SATISFACTION
OF THE APPROPRIATE AGENCY.
STORM DRAIN NOTES
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
11. STREET LIGHTS PROPOSED BY THIS PLAN ARE PRNATE. n-1£ PRNATE
STREETLIGHTS ARE OWNED i1'f THE HOA. PRNATE MAINTENANCE RESPONSIBILITY
JS COVERED BY AN ENCROACHMENT PERMIT. PR-OJ-12J.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEf:R OF WORK FOR THIS PROJECT, THAT I
HAVE EXEJ?CISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 670J OF THE BUSINESS AND PROFE:SSJONS CODE. AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: HUNSAKt:.R & ASSOCIATES
ADDRESS: 10179 HUENNEKENS AVE
CIIY. ST.: SAN DIEGO CA
6.
7.
8.
WHERE TReNCHES ARE ADJACENT TO FIJIVRE BUILDING SITE:S, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY THE OWN£/? TO COMPLETE NECESSARY
TE:STING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN n-1£ PRELIMINARY SOILS REPORT.
THESE PLANS SHOWN mE MINIMUM IMPROVEMENT REQU/ReD BY THE
APPROVING AUTHOR/1Y IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL 8£ BORNE BY n-1£ CONTRACTOR. ANY
ADDITIONAL TE:STING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPeNSE.
PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK
IN WRITING, WHeNEVER THESE PLANS SeEM UNCLEAR.
VALLECITOS WATER DISTRICT
mffi~.~~5~8~~~5~~ ....... -~.......,oo~-------
BY, ~ /4ca:t: DATE: t.!z/4r
RA Yi',IOND L. MARTIN '
STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS
EXTENSIONS OR ENLARGEMENT OF FACILITIES
1.
2.
J,
AND
P.E. NO.: RC£; 4-8670
EXPIRATION DATE: _6~V:_J~O/i~D_6 _______ _
THE OWNeR OF THE PROJECT DESIGNATED LA COSTA RIDG£ N[!GHBORHOOD 2.J & 2.4 HAS REVIEWED
DISTRICT ORDINANCE NO. I 15, ADOPTED NOVEMBER I, 1995, ANO AGREES THAT THE PROJECT:
SOURCE OF TOPOGRAPHY
R. J. LUNG AND ASSOCL4TES, 28J2 WALNUT AVENUE. IVSTIN, CA. 92680.
(714) 832-2077, AERIAL PHOTOGRAPHY FLOWN ocr. 25, 1999.
IS NOT ELIGIBLE FOR A REIMBURSEMENT AGREEMENT.
JS ELIGIBLE FOR A RelMBURSEMeNT AGREEMENT AND:
REFERENCE DRAWINGS
C/1Y OF CARLSBAD DRAWINGS J97-J, J97-JA.
OWNERS / PERMITTEES
REAL ESTA TE CQLLA TERAL MANAGEMENT COMPANY.
A DELAWARE CORPORATION
190J WRIGHT Pl,ACE
SUITE 180
CARLSBAD, CA 92008
(750) 929-2701
LEGAL DESCRIPTION
LA COSTA RIDGF; NEIGHBORHOODS 2.J AND 2.4
~ffG o~ ~:D'J(!r10iF o{.Jf};,,_g2~~:0Ng_J1 AND
99-04-02, VIL/,AGES OF LA COSTA -LA COSTA
RIDGE. IN THE (:!TY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE Of CALIFORNIA. ACCORDING TO MAP
THEREOF NO. 14-838, FILED IN THE omcE OF THE
COUNTY RECOR/)ER ON JULY 14, 2004
PROJECT LOCATION
THIS PROJECT IS LOCA1ED WITHIN ASSESSORS PARCEL NUMflfR(S)
223-721-01. 223-721-02. 223-721-03. ;,J,/D 223-721-04
THE OILIFORNIA CODRDINA1E INDEX OF THIS PROJECT IS
N ____ _,..:L..O... ____ E 6268
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAO "BJ
CALIFORNIA CODRDINA TE:S SYSTEM ZONE IJ GRID BEARINGS
BETWEEN STATION 3075 AND STATION JOBS AS SAID
COORDINATES ARE PUBLISHED IN RECORD OF SURVEY MAP NO.
17271.
I.E. N 04'55'J9" W
WILL EXECUTE: AN AGREEMENT WITH THE DISTRICT.
WILL NOT EXECUTE AN AGREEMENT Wl11-I THE DISTRICT.
REIMBURSEMENT AGREEMENTS SHALL BE EXECUTED PRIOR TO FINAL ACCEPTANCE OF THE
APPLICANT'S PROJECT.
SIGNED BY: ~,&,,
PRESTON H. LEWIS, P.E.
R.C.E. 45927 EXP. 12/02
DECLARATION OF ENGINEER OF WORK:
I HEREBY DF:CLARF: THAT THE DtSIGN OF THE IMPROVEMENTS AS SHOWN
ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINF:F:RING
STANDARDS AND PRACTICF:S. AS THE ENGINEER IN RESPONSIBLE CHARGE
OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE
CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THF:
SIGNATURE OF THESE PLANS BY INFRASTRUCTURE ENG/NtERING CORP.,
FOR THE VALLECITIOS WATER DISTRICT. AND THE REVIEW OF THE
PLANS BY THE VALLeCI TIOS WATER DISTINCT, IS A REVIEW OF
GENF:RAL COMPL/ANCF: WITH DISTRICT STANDARDS. THIS APPROVAL IS
NOT A DETERMINATION OF THE TF:CHNICAL ADEQUACY OR ACCURACY OF
THE DESIGN OF THe IMPROVEMENTS. SUCH APPROVAL DOES NOT,
THEREFORE, RELi tVE ME OF MY RESPONSIBILITY FOR THE DES I GN OF '
THESE IMPROVEMENTS.
ENGINEER OF WORK: ~,( ~~ DATe: (, /1 /or ~-
LEGEND OF ABBREVIATIONS
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DeSIGN STORM, AS REQUIRE:D i1'f THE CITY. THE
CALCULATED HGL CAN 8£ FOUND IN THE APPROVeD STORM DRAINAGE REPORT
ON Fil£ AT THE omcE OF THE CITY eNGINEER. eNGINEER IS NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEReON, BY OTHERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTE:M. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTEReD ENGINEER RESPONSIBLE FOR
THE REVISIONS.
STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE: THE
PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AMERON REINFORCE CONCRETE PIPE Win-I REINFORCED THeRMOSITTJNG
ReS/N (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH.
COUPLING SHALL MEET THE ReQU/REMENTS OF ASTM C76, CJ61, AND C44J.
STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND
S/i41.L H-l~ A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STEEL
THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL 8£ fc = 5,000 PSI.
FOR VEI.OCITIES EXCEEDING JO FEEI PER SECOND, USE fc = 6,000 PSI.
\ \
"1 I I
t-.\ ~
0
0
0 "' \\ "~ ....
CITY OF ENC/NIT AS
F
MARCOS
II
VICINITY MAP
NTS
SHEET INDEX
NOTES AND LEGEND
KEY MAP AND SECTIONS
IMPROVEMENTS
SEWER LATERAL TABLE
SHEET I
SHEET 2
SHEET 3-7
SHEET 8
VALLECITOS
WATER DISTRICT
MOD/FleD CROSS GUTTF:R
CONCRETE SIDEWALK
DRIVEWAY
DOUBLE STREET NAMF: SIGN
STREET SIGN (TYPE PER PLAN)
G-7, G-9, G-10
,.G-148
SDM-102
SDM-102
12• WHITE LIMIT LINE. "sTOP" PAVEMENT LEGEND (THERMOPLASTIC) /
J I K
+-
/ -,,-
(INCLUDED ABOVE)
29,86/J SF
9,625 SF
2 f;4
J f;4
PRNATE STREET LIGHT 9,500 LUM (HPSV) ••e-1, £-2, M,-21
~roP
o----0
5 f;4
7 EA
STREET CeNTERLINE MONUMENT
EXISTING STORM DRAIN
PROPOSED RCP STORM DRAIN (SIZE PER PLANS)
PROPOSED CURB INLET TYPE "8"
PROPOSED CURB INLET TYPE "8-1 •
PROPOSED CURB INLET TYPE "8-2•
PROPOSED ClEANOUT TYPE "A-4 •
PROPOSED CATCH BASIN TYPE "F"
SIDEWALK UNDERDRAIN
EXISTING SeWER
PROPOSED SEWER MAIN(SDR J5) LWD
PROPOSED SEWER MANHOLE LWD
PROPOSED SEWER LATERAL LWD
EXISTING WATE:R LINE (PeR DWG J97-J)
EXISTING WATER LINE
PROPOSED a• RECLA/MEO WATER MAIN (CMWD)
PROPOSeD a· 0.1.P. Cl-JSO WATER MAIN
1 • AIR & VACUUM VALVE
2• BLOW-OFF ASSEMBLY
8" GATE VALVE
M-10
"D-2, D5-1
••D-2, OS-I
"D-2, DS-1
D-9
0-7
D-27
•s-11, •s-12
*S-.J, *S-4
•S-17, •S-18
W-1°
W-17'"
W-2""*"
W-1"*"
FIRE HYDRANT ASSEMBLY Win-I MARKeR
END CAP ASSEMBLY
W-4.t.t*, W-5**"
W-16**'*
1 • WATER SERVICE W/ 5/8" X J/4 • METE:R
THRUST BLOCK (VWD)
2• IRRIGATION SERVICE W/ BACKFLOW PREVENTER
(CMWD)
• LWD STANDARD DRAWINGS
//
•• AS MODIFIED i1'f THE CITY OF CARLSBAD ENGINEERING STANDARDS
.,, VWD STANDARD DRAWINGS
BENCH MARK
6
[9
--------
, ...... , ... ,5 ·-.. , .... _ '''' -,, ''" -''
--s-------
-s-0-----
-------®
""'" ,,,,,. w,,-''"
----~--w-~.
----RW
w
1" AV'
2· BOf
CV
---'3
>------®
◄ 1------------<(j)
21 f;4
827 LF
2 f;4
7 EA
1 EA
7 EA
2 EA
55 f;4
2,744 LF
11 f;4
55 f;4
68 LF
2,761 LF
IJ~
g f;4
5 f;4
7 f;4
5 f;4
55 f;4
IJ f;4
1 f;4
V. W.D. DWG NO.
--;ENGINEER OF WORK ,,
2 ,' ✓ )61/),d;,
~L.MARTIN c..h/os
' OATE
R.C.E. NO. 46670 EXP. 6/30/06
DESCRIPTION: "AS BUILT" l/'i<JS2 .. & 1 ij1 • ~ffAf:3N°d.5irJJ.AMPED ,i
LOCATION:
THE COMBINED SCALE FACTOR AT STATION JOBS IS 0.999939470.
GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE
FACTOR.
TC
GB
BVC
EVC
VP/
BC
EC
HP
LP
VERTICAL POINT OF INTERSECTION
BEGIN CURVe
END CURVE
HIGH POINT
LOW POINT
1W
PCR
MVC
CL
BW
N.T.S.
CTB
RP
eOP
CDS
RCP
SD
KNU cc
CB
GPM
Approved By:~<&~·-'~-~-~--Preston H. Lewis, P.E.
POINT LIES 8.5' EASTERLY OF EASTERN cq.,p!-,~~,>L'.',ef]~ ~/r,, BERi/ LINE ON RANCHO SANTA Fe ROAD -:; ':'°/1-ft:,Z_ ~
IJJ NORTHERLY OF ELECTRIC ~=~~ EXP. a,/3ol/.2 DATE
TJftJJ/t/f!i'~~Dll'fi_ /}~1§ .MJ!J!JED t-R __ ~---------------i
APPROXIMATELY 1,2 MILES NORTHERLY REVIEWED BY:
V.W.D. "AS-BUILT' Fl 1-----------------------1 DWY
1--------,,,===.-------DATE _____ _ (SIGNATURE)
----'-'RA"-:iM=O-"N~D~L~. ~M~A~R-"Tl.c:N ____ P.E. NO.: ~~=67~0~_
FS
PRC
ST.
RT
LT
MY REGISTRATION EXPIRES: IJ-J0-06 DISCIPLINE R.C.E. PCC i..:::..:_:_::=.:.:..:..:c:.:.:.:.:....=..:::.:.============-==-=-.=:.====
FLOW LINE
DRMWAY
FINISHED SURFACE
POINT OF REVERSE CURVE
STREET
RIGHT
LEFT
POINT COMPOUND CURVE
LEUCADIA WASTEWATER DISTRICT CITY OF CARLSBAD RR£ DEPARTMENT
PUBLIC SEWER SYSTEM APPROVAL REQUIREMENTS:
APPROVED BY: LWD DISTRICT eNGINEER NUMBER OF F.H. 's_l_ F.Fl.OWnf}f)G.P.M. OUT OE..L F.H. 's
s41,/4--t. Ii)~@ $(,Io)
TeVE DEERING R. £.26514 DATE
DUDEK AND ASSOC/ATeS EXP. OJ/J1/06
FIRE HYDRANT LAYOUT PLAN
SCALE: 1 "=500'
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT /DENT/FICA TION NUMBER 8£
ISSUED BeFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR D/GALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
/WO WORKING DAY.S BEFORE YOU DIG
/R.C.E. 45927, EXP. 12-31-06
Date:. __ _.,-_lfC-,L/,,,2c.."4c=...;;,c__ _______ _
ELEVATION:
OF THE INTERSECTION OF RANCHO
SANTA Fe ROAD AND lA COSTA AVENUE.J.-cr--,.c;,
5JJ.J9 NGVD 29 MSL l~;ECTo:--•o
2/<!.J/// DATE
t----+---+--------------+-----+----+--+---1~~C-IT_Y_[_N_G~_f_ER_IN_f_~_E~_A~_r:_E_~_A_D_~I SH~TS I
DATE INITIAL DATE INITIAL DATE INITIAL
PRIVATE STREET & UT/Un' IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBbRHOODS 2.3 & 2.4 NORTl-1
DWN BY: ___ _ DRAWING NO.
420-5 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKO BY: 7 ,-:;'>~Cl: __
RVWO BY:
PROJECT NO.
CT 04-03
R, \ 0 45 7 \&Eng\ IMpr av eMen ts \Nor th\ 0 45 7io 01,clwg[ 2000]Jun-0 3-200 5 ,os, 4 2 V.W.D. W.0. 204-686 w.o. NO. 2352-101 V.W.D. 04-027
BIN:
_.
9.
O>
~
(i)
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0
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(J'I
)
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i
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONS/Bl.E FOR INSTALLA.TION OF All SIGNING ANO STRIPING.
2. ALL SIGNING, STRIPING ANO PAVEMENT !,W?K/NGS SHALL CONFORM TO THE FEDERAL HIGHWAY AOMINISTRA noN
(FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) 200J EDIOON AS AMENOEO BY THE MUTCO 200J
CALIFORNIA SUPPLEMENr, THE CALTRANS STANDARD SPECIFICAnONS (2002 OR LA.TEST VERSION THEREOF}, THESE
Pl.A.NS ANO THE SPECIAL PROVISIONS.
J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS
REPRESENTAnVE. PRIOR TO INSTALLA.TION.
4. ANY DEVIATION FROM THESE SIGNING ANO STRIPING Pl.ANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO
PUBl.lC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFI.ECTM PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS
AFTER INITIAL PA/Nr!NG.
6. ALL S/GNAGE SHALL BE REFI.ECTIVF PER CALTRANS SPECIFICAOONS ANO SHALL USE ENCAPSULA.TEO LENS
REFI.ECTM SHEEnNG (HIGH INTENS(TY OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO !,W?K/NGS WITHIN A 500'
PERIMETER OF THE CONSTRUCnON PROJECT WILL BE RESTORED TO A "LIKE NEW" CONOlnON, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCA noN OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVF PRIOR TO INSTALLA.nON.
9. CONTRACTOR SHALL REMOVE ALL CONFUCTING PAINTED LINES, !,W?K/NGS ANO PAVEMENT LEGENDS BY GR/NO/NG.
DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LA.TEST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INS/OE DIMENSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE
THERMOPLA.STIC UNLESS OTHERWISE SPECIFIED.
1J. FIRE HYDRANT PAVEMENT !,W?KERS SHALL CONFORM TO THE MUTCO 200J EOlnON AS AMENOEO BY THE 200J
CALIFORNIA SUPPLEMENTAL ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. All MEO/AN NOSES ANO Fl.ARES SHALL 8£ PAINTED YELLOW.
15. All SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN THE MUTCO 200J EOlnON AS AMENDED BY THE 200J
CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BRD.KAWAY BASE PER SAN DIEGO 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.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TD THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
19. All SIGNS SHOWN ON THESE Pl.A.NS SHALL 8£ NEW SIGNS PROVIDED ANO INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO 8£ RELOCATED OR TO REMAIN.
20. (IF NECESSARY) WHERE R7 SIGN ANO TYPE N-1 OBJECT MARKER ARE TO 8£ INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE. THE R7 SIGN SHALL 8£ 18"X24" ANO THE N-1 OBJECT MARKER SHALL 8£ 12"X12~
VALLECITOS WATER DISTRICT
1. ALL WATER AND SEWER LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICAnONS
DRAWINGS ANO APPROVED MATERIAL LIST OF THE VAllECmos WATER DISTRICT FOR THE CONSTRUCT/ON 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.
3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCnON.
VALLECITOS WATER DISTRICT. ................... 1-760-744-0460
COX COMMUNICATION ............................... 1-800-227-2600
S.O.G. <k £ ......................................... (·· 1-800-227-2600
PACIFIC BELL .................................... T'. 1-800-227-2600
UNDERGROUND SERVICE ALERT. ......... 'j". 1-800-227-2600
4. IT SHALL BE THE RESPONSIBILITY jOF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES,
WHETHER SHOWN ON THE Pl.ANS OR Nor. AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCAnON AND Df:PTH OF
All EXISTING WATER AND SEWER Ur IS TO 8£ VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO 8£
BROUGHT TO THE ATTENTION OF TH ENGINEER OF WORK FOR CORRECnON AND THEN SUBMITTED TO THE DISTRICT
FOR APPROVAL.
5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL 8£ RESPONS/Bl.E FOR THE
ENFORCEMENT OF SAFETY STANDARDS.
6. A PRECONSTRUCnON CONFERENCE MEETING WITH VALLECJTOS WATER DISTRICT PERSONNEL SHALL BE HELD A
MINIMUM OF THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION.
7. A SIGNED SET OF IMPROVEMENT Pl.A.NS DOES NOT IMPLY THAT CONSTRUCnON MAY BEGIN. THE CONTRACTOR
MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPAR™ENT.
8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT Pl.A.NS MUST BE REVIEWED ANO APPROVED BY THE
DISTRICT PRIOR TO THE INSTALLA.nON OF SUCH CHANGES AND THE CHANGES SHALL 8£ SHOWN ON THE IMPROVEMENT
Pl.ANS.
9. IT SHALL BF THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT"
RECORD OF All WATER ANO SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT ANO PROVIDE SAID
RECORD TO THE ENGINEER AT THE COMPLEnON OF THE CONTRACT. THE ENGINEER SHALL PROVIDE TWO (2)
BLUEL/NE SETS OF "AS-8UILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING Pl.A.CED INTO
SERVICE, AND A FINAL "AS-BUILT" MYI.AR 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 EXCAVAOON PERMIT FROM THE APPROPRIATE AGENCY. INSPECTION OF All WORK IS REQUIRED. FORTY-EIGHT
(48) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECnON. NO WORK SHALL 8£ PERFORMED IN THE PUBLIC
RIGHT-OF -WAY ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT
ENGINEER.
11. UNLESS OTHERWISE SHOWN, SEWER LA.TERALS AND WATER SERVICES SHALL BE RUN PERPENDICULA.R TO THE MAIN.
12. All WATER LINES SHALL BE DUCTILE IRON PIPE, CLA.SS 350 OR AS NOTED. All FlmNGS ARE TO BE PUSH ON,
UNLESS OTHERWISE SHOWN AND APPROVED BY THE DISTRICT ENGINEER. ALL SEWER LINES SHALL 8£ BELL ANO
SPIGOT SDR35 PVC PIPE. OR AS NOTED.
1 J. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES.
1-#. UPON CONNECnON OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING ANO
NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY
DISTRICT INSPECTOR IN WPTING A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN.
15. All ABANDONED SEWER LA.TERALS SHALL 8£ CAPPED AT THE PROPERTY LINE. All ABANDONED WATER SERVICES
SHALL BE PLUGGED OFT AT THE MAIN, AND THE CONNECnON SEVERED. BAILS AND SERVICE SADDLES OTHER THAN
BRASS SHALL 8£ REPLA.CED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT
ENGINEER.
16. All SEWER LA.TEF:ALS DAMAGED OR MODIFIED DURING CONSTRUCOON SHALL BE REPAIRED IN FULL AS DIRECTED
BY THE DISTRICT ENGINEER.
17. ALL LA.TERALS SHALL 8£ CONSTRUCTED TO A MINIMUM FM-FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY
LINE AND SHALL BE CLEAR OF DRMWAYS. ALL LA.TERALS SHALL BE CLEARLY MARKED WITH AN "s" ON THE CURB
AND SHALL 8E SHOWN ON THE "AS-BUILT" DRAWINGS.
18. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE 0/STR/Cr, All MAINS SHALL 8£ AIR PRESSURE TESTED,
Fl.USHED CLEAN USING THE "WAmE" BALL METHOD, AND SHALL PASS A 5:C MANDREL THROUGH THE PIPE.
19. Tl-IE DISTRICT Will NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL All PROVISIONS OF THE
DIS7RICT STANDARDS AND IMPROVEMENT Pl.A.NS HAVE BEEN MIT. AND FINAL ACCEPTANCE OF Tl-IE PROJECT HAS BEEN
GRANTED BY Tl-IE DISTRICT BOARD OF DIRECTORS.
20. IF METERS ARE INSTALLED IN SIDEWALKS OR DRMWA YS, METER BOXES SHALL 8£ OVERSIZED, PER DISTRICT
STANDARD ORA WINGS AND APPROVED MATERIAL UST.
21. RELOCATION OR EXTENSION OF AN EXISnNG WATER METER SHALL MEAN INSTALLA.TION OF Tl-IE METER AT A
LOCAnON IN CONFORMANCE WITI-I DISTRICT SPEC/FICAnONS AS DIRECTED BY Tl-IE DISTRICT AND PERPENDICULA.R TD
Tl-IE MAINLINE CONNECnON, UNLESS OTI-IERWISE NOTED. SERVICE LA.TERALS OTI-IER THAN COPPER SHALL 8£
REPLA.CED TD Tl-IE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLA.CEO.
22. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLA.CEO IN FULL BY A COPPER
SERVICE PER DISTRICT SPEC/FICAnONS AS DIRECTED BY THE DISTRICT.
L WD SEWER NOTES
1. LWD APPROVAL OF TI-IESE Pl.A.NS DOES NOT RELIEVE Tl-IE APPLICANT, PRNATE ENGINEER OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FOR Tl-IE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
OR AFTER CONSTRUCTION.
2. All DESIGN MATERIALS, AND CONSTRUCnON WORK SHALL CONFORM TO Tl-IE LEUCADIA WASTEWATER
DISTRICT LWD SEWER STANDARDS AND TD Tl-IE REQUIREMENTS OF Tl-IE STANDARD SPECIFICATIONS FOR
PUBUC WORKS CONSTRucnoN (GREENBOOK) AND Tl-IE REGIONAL STANDARD DRAWINGS, MOST CURRENT
EDITIONS. IN THE EVENT OF CONFI.ICT THE LCWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY
REQUIREMENTS SHALL 8£ FOLLOWED AT ALL TIMES WITI-IOUT EXCEPnON.
-#. Tl-IE CONTRACTOR SHALL HAVE A COPY OF Tl-IE SEWER NOTES 2. <k 3. DOCUMENTS ON THE JOBS/TE AT
All TIMES.
5. Tl-IE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER Tl-IE DATE OF FINAL
ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLA.CE ANY WORK THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND/OR MATERIALS WITI-IIN Tl-IE ONE YulR PERIOD WITHOUT EXPENSE WHATSOEVER TD LWO.
6. QUANTITIES SHOWN HERON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER Tl-IE PRNATE ENGINEER
NOT l WO GUARANTEE THE ACCURACY OR COMPLETENESS OF Tl-IE SEWER QUANnTIES.
7. PRIOR TO l;ONSTRUCnON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL
MATERIALS AN/I SUPPLIES SAnSFACTDRY TD LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS
ARE APPROVEO BY LWD.
8. PRIOR TO F;JEGINNING Tl-IE SEWER WORK Tl-IE LWD INSPECTOR SHALL
8£ FURN/SHU) THREE SETS OF CUT SHEETS AND SHALL COMPLY WITI-I LWD STANDARD SPEC SURVEY
REQUIREMENT$.
9. PRIOR TD F;JEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
LWO PERMIT F,OR CONSTRUCnON AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOnCE TO LWD PRIOR
TD CONSTRUCOON.
10. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN
OBTAINED FR0/,1 Tl-IE JURISDICTIONAL CITY, COUNTY. AND/OR OTHER
APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TD LA.80R CODE SEcnoN 6705 BY SU8MlmNG A DETAIL PLA.N TO Tl-IE
DISTRICT ENGlf:/EER SHOWING Tl-IE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO 8£
MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVAnON
AND PIPE INSTALLA.T/ON TI-IEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FM FEET OR MORE
IN DEPTI-/. IF' Tl-IE Pl.AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY Tl-IE
CONSTRUCT/0~ SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRA TM CODE. Tl-IE PLAN SHALL 8£ PREPARED
BY A REG/STEREO ENGINEER. A COPY OF Tl-IE OSHA EXCAVAOON PERMIT MUST 8£ SUBMITTED TD 7HE
LWD INSPECTOR PRIOR TO EXCAVAnON.
12. All SEWER FACIUnES SHALL 8£ INSTALLED IN DRY EXCAVAnONS
AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNnL THE WORK
IS COMPLETED INCLUDING Pl.A.CEMENT AND COMPACnON OF BACKFILL MATERIALS IN A DRY STATE. ALL
PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO 8£ WET IN THE FUTURE SHALL 8£
ENCASED IN GEOTEXnLE MATERIAL. SU/TABl.E GEOTEXTILE MATERIAL SHALL 8E SUBMITTED TD Tl-IE DISTRICT
ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY
AND RETURN OF GROUNDWATER TO Tl-IE SEWER SHALL NOT 8£ ALLOWED.
13. Tl-IE EXISTENCE AND LOCAnON OF UNDERGROUND UTILITIES SHOWN ON TI-IESE PLANS WAS OBTAINED
BY AVA/LA.Bl.£ RECORDS SEARCH BY THE PRNATE ENGINEER. TO Tl-IE BEST OF Tl-IE PRNATE ENGINEER'S
KNOWLEDGE, THERE ARE NO EXISTING ununES EXCEPT TI-IOSE SHOWN ON TI-IESE Pl.A.NS. ATTENTION IS
CALLED TO Tl-IE POSSIBLE EXISTENCE OF 07HER UT/UT/ES OR STRUCTURES NOT SHOWN, OR IN A
DIFFERENT LOCAOON FROM THAT SHOWN ON Tl-IE Pl.A.NS. Tl-IE CONTRACTOR SHALL TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE unUTIES SHOWN ON Tl-IE Pl.A.NS AND OTHER EXISTING
FACILITIES DR STRUCTURES NOT SHOWN.
14. APPROVAL OF TI-IIS PLA.N BY LWD DOES NOT CONSnTUTE A REPRESENTATION OF THE ACCURACY OF
Tl-IE LOCATION OF. OR Tl-IE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY. PIPE. OR
STRUCTURE WITI-IIN Tl-IE LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE
LA.W. All UTILITY CROSSINGS SHALL 8£ POTI-IOLED PRIOR TD TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITI-I All LOCAL,
STATE. ANO FEDERAL SAFETY REGULA.TIONS /NCLUO/NIJ, fJUT NOT LIM/TEO TO, TRENCH SAFETY ANO CONFINEO
SPACE ENTRY.
17. SOILS REPORTS SHALL 8£ SUBMITTED TD L WO BY A QUALIFIED
SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY Tl-IE SOILS
ENGINEER IN ACCORDANCE Wl7H ON SITE EARTI-IWORK SPECIFICATIONS ANO Tl-IE LWD STANDARD SPEC.
18. SEWER ELEVA noNS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM OF PIPE.
19. All REVISIONS TO DRAWINGS SHALL BE APPROVED BY Tl-IE LWD DISTRICT ENGINEER IN WRJnNG PRIOR
TO CONSTRUCnON.
20. CONTRACTOR IS RESPONS/Bl.E FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH
RECORD AVAILA.8LE TO Tl-IE PRIVATE ENGINEER. Tl-IE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT
DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL 8£ LIMITED TD 350 FEIT, INCLUDING COLLECTORS AND LA. TERALS,
UNLESS OTHERWISE APPROVED IN WRJnNG BY Tl-IE DISTRICT. TRENCH SHALL 8£ BACKFILLED OR Pl.A.TED
AT Tl-IE CONCLUSION OF EACH DAY OR WORK.
22. Tl-IE CONTRACTOR SHALL PROTECT All SURVEY MONUMENTAOON. IF ANY SURVEY MONUMENTS ARE
DISTURBED OR DESTROYED, Tl-IE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND
RECORD Tl-IE MONUMENT CHANGE PER STATE LA.W.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL 8£ PROVIDED BETWEEN Tl-IE SEWER PIPE AND
ANY OTHER unUTIES.
24. SEPARATION OF SEWER/WATER AND SEWER/RECLAIMED WATER SHALL COMPLY WITI-I LWD STD. DWG.
S-2 AND WITI-I All COUNTY AND STATE HEALTI-I DEPT REGULA.nONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY 8£ DONE IN Tl-IE DIRECT
PRESENCE OF Tl-IE LWD INSPECTOR. NEW SEWER SHALL NOT 8£ CONNECTED OR ALLOWED TO Fl.OW TO
EXISTING SEWER UNnL AFTER FINAL ACCEPTANCE OF All UPSTREAM WORK BY Tl-IE LWD INSPECTOR, OR
AS APPROVED BY DISTRICT ENGINEER.
26. All SERVICE LA.TERALS SHALL 8£ LOCATED AT RIGHT ANGLES TO Tl-IE SEWER MAIN UNLESS OTI-IERWISE
SHOWN AS APPROVED BY LWD ON Tl-IE Pl.A.NS.
27. A 2-INCH HIGH ·s· SHALL 8£ INSCRIBED ON THE CURB FACE AT EACH LA.TERAL LOCAnON BY Tl-IE
CONTRACTOR.
28. A 10 G4GE SHIELDED COPPER WIRE SHALL 8£ BURIED OVER EACH LA.TERAL. THE WIRE SHALL EXTEND
UP TO 2 • COPPER TAG TIEO ANO SOLDERED TO THE WIRE. 7HE TAG OVER Tl-IE SEWER MAIN SHALL
TERMINATE 11• ABOVE PAVING SUBGRADE WITI-I FINAL LOCAnON JUST BELOW PAVING. Tl-IE TAG OVER Tl-IE
CUSTOMER END OF Tl-IE LA.TERAL SHALL EXTEND ABOVE GRADE UNnl CONNECTED AND SHALL TI-IEREAFTER
8£ BURIED AT THE POINT OF CONNECTION.
29. All PIPE SHALL 8£ HANDLED AND INSTALLED SO AS TO PROTECT
PIPE, JOINTS, UN/NG, AND CDA TING. THE PIPE SHALL 8£ CAREFULLY BEDDED TO PROVIDE CONTINUOUS
BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL 8£ PROTECTED AGAINST Fl.OTAnON AT All TIMES.
OPEN ENDS OF PIPE SHALL 8£ SEALED AT ALL TIMES WHEN CONSTRUCT/ON IS NOT IN PROGRESS.
30. PIPE JOINTS SHALL NOT 8£ DEFI.ECTED UNLESS SO DESIGNED AND
SHALL TI-IEN 8£ LIMITED TO LESS THAT ONE-HALF OF Tl-IE ANGLE
RECOMMENOEO BY Tl-IE PIPE MFGR.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL 8£ PER Tl-IE LWD SEWER STANDARDS.
JEmNG SHALL NOT 8£ ALLOWED.
32. ALL LA.TERALS SHALL 8£ CONSTRUCTED CLEAR OF DRIVEWAYS.
WATER
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITI-IOUT EXCEPnON.
AT CONTRACTOR EXPENSE.
CONCRETE TESnNG BY LWD Will 8£
J4. MANHOLE BASES SHALL 8£ MONOUTI-IICAll Y Pl.A.CED, FINISHED, AND COMPLETED AT TIME OF
Pl.A.CEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL 8£ SET IN Tl-IE
BASE FOR EACH PIPE CONNECOON. SEmNG OF MH RINGS SHALL NOT 8£ ALLOWED FOR 48 HOURS
AFTER CONCRETE Pl.A.CEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITI-I 8" SEWERS WITI-I
DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE,· SHAFTING, CONE SECTIONS, ANO RING SHALL HAVE A 2• BY 2" BUTYL
RUBBER GASKET Pl.A.CED WITHIN Tl-IE FULL CIRCUMFERENCE. G4SKET SHALL 8£ CPS-210 BY PRESS-SEAL
GASKET CORP., OR APPROVED EQUAL.
36. ALL MANHOLES SHALL 8£ VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3)
SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL.
37. All SEWERS AND LA.TERALS SHALL 8£ WAYNE BALLED, LOW PRESSURE AIR TESTED, ANO TELEVISED AT
Tl-IE APPUCANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR
TEST SHALL 8£ DONE AFTER CONSTRUCnON OF All OTI-IER unuTY LA.TERALS.
38. All SEWERS AND LA. TERALS SHALL 8£ IN Pl.A.CE AND SHALL HA VE
FINAL APPROVAL BY Tl-IE LWD INSPECTOR PRIOR TO PAVING.
J9. MANHOLES SHALL 8£ 4-FEET DIAMETER FOR PIPE UP TO 15-/NCH DIAMETER PER LWD STD DWG S-3.
MANHOLES SHALL 8£ 5-FEET DIAMETER FOR PIPE 18-INCHES AND LA.RGER PER LWD STD DWG S-4.
40. MH'S SHALL 8£ LINED WITI-I INTEGRALLY LOCKING P\'C (T-LOCK) OR A POLYURETHANE PROTECT/YE
LINING SYSTEM PER SECT 500-2 OF Tl-IE GREENBOOK FOR 1) ALL NEW MH'S ON SEWERS 15" OR GREATER;
2) ALL MH'S WITI-I INLET PIPE SLOPE 5:C OR GREATER; 3) ALL EXISnNG MH'S WITI-I NEW CONSTRUCTION; AND
4) ALL MH'S W/7H 1,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY SEWER.
POLYETHYLENE ENCASEMENT FOR
DUCTILE-IRON PIPE SYSTEMS
4.3.2 PIPE. METl-/00 OF INSTALLA.TION OF POL YTHYL.ENE ENCASEMENT ON DUCTILE-IRON PIPE
SHALL BE BY METI-IOD A.
4.3.2. I METl-/00 A (REFER TO FIGURE I): CUT POLYETI-IYL.ENE TUBE TO A LENGTH
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP
THE 71.JBE AROUND THE PIPE, CENTERING IT TO PROVIDE A 1-FOOT (O.J m)
OVERLA.P ON EACH ADJACENT PIPE SEcnoN, AND BUNCHING IT ACCORDION
FASHION LENGTHWISE UNTIL IT CLEARS THE PIPE ENOS.
LOWER THE PIPE INTO THE TRENCH AND MAKE UP THE PIPE JOINT WITH 7HE
PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS
TO FACILITATE INSTALLA.TION OF THE POLYETI-IYL.ENE 71.JBE.
AFTER ASSEMBLING THE PIPE JOINT, MAKE THE OVERLAP OF THE POL YETI-IYL.ENE
TUBE. PULL THE BUNCHED POLYETHYLENE FROM THE PRECEDING LENGTH OF
PIPE, SLIP IT OVER Tl-IE END OF NEW LENGTH OF PIPE, AND SECURE IT IN PLACE.
THEN SLIP THE END OF Tl-IE POLYETHYLENE FROM THE NEW PIPE SECTION OVER
THE END OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT Tl-IE END OF THE
PRECEDING LENGTH OF PIPE. SECURE Tl-IE OVERLA.P IN Pl.A.CE. TAKE UP THE SI.A.CK
WIDTH AT THE TOP OF PIPE TD MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARREL
OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS.
CU7S, TEARS, PUNCTURES, OR OTHER DAMAGE TO 7HE POLYETI-IYLENE SHALL BE REPAIRED
AS DESCRIBED IN SECTION 4.3.5. PROCEED WITH Tl-IE INSTALLA.nDN OF THE NEXT SEC710N
OF PIPE IN THE SAME MANNER.
4.3.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLENE WITH
ADHES/VE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A 71.JBE CUT OPEN,
WRAPPED AROUND THE PIPE TO COVER THE DAMAGED AREA. AND SECURED IN Pl.A.CE.
PRIVATE STREU LIGHT
R/W £.i'=:=S,-, R/.W 56' GENERAL U71LJTY EASEMENT
28' 28'
'* 10' 18' 10' J'*
WATER 106
TEST
SITE
60 59 58
1-1 C RTEP CIFI
57
49 50 51 52
48 47 45
37 38 39
,,
56
108
53
44
43
42
41
40
10&
MIN.
6 S' 4.S'
18'
.s I s' Ml.
6"
105
' 32
/'---f!.':_~WG 420-58
SUBDIVISION
BOUNDARY
"'~ 'v. \ FIRE HYDRANT
.--.-5/0EWALK
2.01
5• IYPf G CU/?B
AND GUTTER
I
4• A.C. PA\,Ol~T AND 4 • BASE MIN.)
SEE STRfET N TE I
• 3' MINIMUM SETBACK TO ~ MAINTAINED SLOPE
OTHERWISE TOP/TOE IS AT RIGHT OF WAY LINE
PRIVATE LOCAL STREET
CORTE LANGOSTA
71=4. S CUL -DE -SAC
71=5.0 LOCAL STREETS
CORTE PACIFICA, CORTE BOSQUE &
PORTION OF SITIO SENDERO (STATION32+6900-CDS)
NOT TO SCALE
PRIVATE STREU LIGHT
R/.W
60' GENERAL U7/LJTY EASEMENT..::,s:==='==-,
R/.W
JO' JO'
* 10' 20' 20' 10' 3•*
MIN.
242
PER DWG 420-58 ...--,rt-..::
'
WATER
TEST SITE
' ' 2 ' : I 31 ii 3 30 '
29
25 105
25 24
12 / ,os _____ --L_ ___ _
23
0 200 400 ----MIN.
6 4.5' .s I s· 6"
f'l:i,
KEY MAP SCALE l '= 200'
"'~ 'v. \ FIRE HYDRANT
4" A.<; PA\IEM~T AND 4 BASE MIN.!
SEE STRfET N TE 1
SIDEWALK 6" TYPE G CURB 2.0'
2.0· AND GUTTER ·' I 27' 27'
-?.-.,.
6"
~-+-
• J' MINIMUM SETBACK TO~ MAINTAINED SLOPE ___,.-;::;--;·..,-~~-----r--~--.r-.....,.,~
OTHERWISE TOP/TOE IS AT RIGHT OF WAY LINE ,..-'.A~•":.!:./;Ull-T STKE.!::T $$<!.i/0/VS
71=4.S CUL-DE-SAC r-•-r--· LOCATION T./. A.C. CLIJA.f:J.
71=5 o LOCAL STRfE7S !JJT/0 !3ENDf'fl.O • STA. ,ol-00 n> 33+co 5.o. 4-" 4-"
. .STA.3ai()OTo31.-fW 5.o 4" <l,"
PORTION OF SITIO SENDERO (STATION30+48.00-31+73.00)
~TA. 3hfoo 1V :s? ftk> 5.o 4" 5"
CoRr& l.W(;OS1A-Sr.4. 'U7o -rr:, I;;. -r'?o 5.0 4" 4"
NOT TO SCALE grA. IJf'it>T0/5r7o 5.o 4" 4-"
SJA. !S-l'lO n, li!r'lo 5-o 4" 4 ..
JrA. /e•no ro ~,. 7o 5.0 4-" 4 ·•
$,A. ;l./+70n, ).4-.b5 5.0 4" & "
CO!lTe 60SOUI! -STA. l0,10 ro IJt 3o 5.o 4" 4"
00/?f/! PACIFICJI • 8TA. /0110 fo 1;i.t;0 S.o 4-" 4 •
Pt --ST,4./J.t!io TO /4f o 5-0 4-" S''
LEGEND
SUBDIVISION BOUNDARY
RI/JHT OF WAY
SHEU NO.
FIRE HYDRANT
PVT STREIT LIGHT
STORM DRAIN
WATER LINE
SEWER LINE:
STREIT SIGN
0
t>o<l
~
= ===D== =
DSN (DOUBLE: STRE:IT NAME: SIGN)
Rt-t (STOP, S(GN)
600
1,i MIN. SWALE
V.W.D. "AS-BUILT' Wt4-t (Df:AO f:ND)
Wt4-2 (NO O~TLIT)
V.W.D. DWG NO.
PL
RW
1('· ~ -----====-----DATE _____ _ (SIGNATURE) I
.! ENGINEER OF' WORK I
I
I
I
I
Tr'PICAL SWALE ----~RA~:f~M~O~N=D~L=·~MAR=~Tl~N ____ P.E. NO.: _48=67~0~_
I
I
I
I
I
FUTURE DRAIN BOX TO
CONNECT TO SIDEWALK
UNDERDRAIN PER PRECISE
GRADING PLA.N
MY REGISTRATION EXPIRES:
VALLECITOS
WATER DISTRICT
6-30-06
l\ Approved By: a4
Preston H. Lewis, P.E.
R.C.E. 45927. EXP. 12-31-06
W. TER LA. RA~l=~-1!--:::::;iQl!'EJJ. LA.TERAL PER P R \/WO -6 --11 LWD S-17 AND S-18. Date:~-~L~~r ________ _
DISCIPLINE R.C.E. ~-2<~
R.C.E. NO. 48670 EXP. 8/30/06
BENCH MARK "AS BUILT"
oEScR1PT10N: 11,.s.c. & G.x. BRASS Disc STAMPED I~ KJ02., 1935" IN CONG. MON. . L &tl
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ' ,.a , !/~~ __ t1 '( to
BER¥ LINE ON RANCHO SANTA F,l ROAD ,...., 4-= 71.
1JJ NORTHERLY OF ELECTRIC ./d.4 j ff?ANSMIS;j/ON LINE POLE MARKE R.-(lf,70 EXP. 0/3o 1..1.. 7L2J011 AND '7L13825" AND ,_ _________________ _,
APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY:
OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA ~VENUE. ~ ~ ,c. ,
ELEVATION: 5JJ.J9 NGVD 29 MSL i INSPECTOR p
DATE
DATE
SIDEWALK UNDERDRAIN PER SDRSD D-2 7 CURB
I SH~ETS I
ONE LENGTH OF POLYETHYLENE: TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT
FIGURE 1, INSTALLA.TION METHOD A NOTES
4.3.1 INSTALLA.TION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVES, AND OTI-IER
APPURTENANCES SHALL 8£ INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA
C10S/A21.S-93 STANDARD. FOR INSTALLA.TIONS BELOW THE WATER TABLE, USE TUBE-FORM
POLYETHYLENE WITH 80TI-I ENDS SEALED AS nGHTLY AS POSSIBLE WITH ADHESIVE TAPE OR
PLASnc TIE STRAPS AT Tl-IE JOINT OVERLAP. Pl.A.CE CIRCUMFEREN71AL WRAPS OF TAPE OR
PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP
MINIMIZE Tl-IE SPACE BETWEEN THE POLYETHYLENE AND 7HE PIPE.
TYPICAL SIDEWALK UNDERDRAIN DETAIL
NTS
NOTE: EVERY LOT SHALL HAVE 1 ORMWAY, 1 WATER LA.TERAL,
SEWER LA. TERAL, AND 1 SIDEWALK UNDERDRAIN. LOCA noN OF
SIDEWALK UNDERDRAIN TO 8£ SHOWN ON "AS-BUILT" Pl.A.NS.
HUNSAKER
& ASSOCIATES
SAN DIECO. INC
Pl.ANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· f)((858)558-1414
1---+----+-----------------+---+----1---+---t PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LACOSTA RIDGE
. NEIGHBORHOODS 2.3 & 2.4 NORTH
APPROVED LLOYD HUBBS dY · .
hY ::f ,~ ~ ~ 3@ S' _;4 ~· ~/ 1---+----+-----------------+---+----1---+---t CITY ENGINEER°RCEE•P 12,IJ!/rJ ' DATE
DATE INITIAL
ENGINEER OF WOR!
OATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
O'fN BY:-~--
CHKO BY: _& ;:,•S~·-
RVWD BY: \ ,. /'
PROJECT NO.
CT 04-03
DRAWING NO.
420-5
R• \04 5 7 \ ~Eng \!Mpro veMe n ts\ North \04 5 71a 02.ci w g[ 1935 ]Mo y-09-2005, l 0,38 V.W.D. W.O. 204-686 W.O. NO. 2352-101 V.W.D. 04-027
BIN:
· 1 11:llli
)
Cl
=E
(i)
t
0
I
(J1
I
1.
........ ........ .. • ... 1 ----------------------T ---------------._-------1
---------------c---:: _____ -----------r . . ................ : . . i
. I -----------------
-------------------------------------.. . . • : .••• •••• : • •:1
T--____ :__ --------__ : ___ :_ _::::i:-----------------------------t
--- ------, -........... , ..
----:: : i -' -------------
----· .. ----"--··· ------------------c---··.4 .... -f ...
----___ :::: :: - 7
1-----.-.+-__ ::J :---
'
---------
; 'F" ,•-•--+----t-t---___ T----
r 1 BEARING/DELTA
I N 69'50'20 • W
2 J8'19'40"
J N 11·so·oo· £
4 N 71'50'00" £
5 27'24'J8"
□ BEARING/DE:LTA
1 204'24'05"
2 N 4-5"26'15" W
J J4"44'J2"
4 27'59'1J"
5 N 71'50'00" £
6 N 71·50•00• £
7 27'24'J8"
8 27'24'JB"
9 N 71'50'00" £
1( N 71'50'00" £
11 J8'19'40"
12 N 159'50'20" W
() BEARING/DE:LTA
1 N 69'50'20" W
2 J8'19'40"
J N 11·so·oo· F
4 N 11·so·oo· E
5 27'24'J8"
----------· · P
CENTERLINE DATA
RADIUS LENGTH RE:MARKS
25.00'
550.00' J67.92'
67.55'
141.09'
200.00' 95.68' .
CURB DATA
RADIUS LE:NGTH RE:MARKS
JB.00' 1J5.56' 6" TYPE: G C&:G
50.00' 6" TYPE: G C&:G
100.00· 60.154' 6" TYPE: G C&:G
5J2.00' 259.86' 6" TYPE: G C&:G
19.55' 6" TYPE: G C&:G
9J.09' 6" TYPE: G C&:G
182.00' 87.07' 6" TYPE: G C&:G
218.00' 104.29' 6" TYPE: G C&:G
9J.09' 6" TYPE: G C&:G
19.55' 6" TYPE: G C&:G
5158.00' J79.96' 6" TYPE: G C&:G
25.00' 15• TYPE: G C&:G
VWD WATER DATA
RADIUS U:NGTH RE:MARKS
25.00' 8" DIP CL-J50,.
561.00' J75.28' 8" DIP CL-J50,.
78.55' 8" DIP CL-J50,.
1J0.09' 8" DIP CL-J50,.
211.00' 100.94' 8" DIP CL-JSO*'
•• WITH POL YUHYL£NE: WRAP PER DUAIL ON SHEU 2
LWD SEWER DATA
{ ) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 69'50'20" W 40.00' 8" Pl'C SOR-JS
2 19·09•50• 550.00' 18J.96' 8" Pl'C SOR-JS
J 19·09•50• 550.00' 18J.96' 8" Pl'C SOR-JS
4 N 71·50•00• E 57.55' 8" PVC SOR-JS
5 N 71'50'00 • E 141.09' 8" PVC SDR-J5
IJ 27'24'J8" 200.00' 95.68' 8" PVC SOR-JS
PRIVATE STORM DRAIN DATA
C) BEARING/DELTA RADIUS LE:NGTH REMARKS
1 N 18'10'00" W 8.75' 18" RCP 1J50-D
2 90•00·00· 22.50' J5.J4' 18" RCP 1J50-0
J N 11·so·oo· E 20.50' 18" RCP 1J50-D
4 N 11·so·oo· E 67.00' 18" RCP 1J50-0
5 N 18"10'00" W J.25' 18" RCP 1JS0-a•
6 N 18'10'00" W 29.25' 18" RCP 1J50-(J ..
• WATERTIGHT JOINTS ALONG ENTTRE: PIPE: RAECH '* SEE PROFILE FOR LOCATTON OF WATER TTGHT JOINTS
HUNSAKER
& ASSOCIATES
SAN DIEGO. JNC
PIANNING 10179 Hueanei<ens Suee1
ENGINJ'ERING San Diego, C. 92121
SURVEYING PH(858)558•4500• FX(858)55B·1414
.+ ..••. ·.~-r=·· c+=t.c.+_~T-815 HGL ZONE t-t-----!
-------------T::-
TC = CL + 0.04'
UNLESS OTHERWISE
SHOWN
-'-I -
----C .. , .. +·•C..····+-· •CC-i""••·7•··=· Cf=~=rc,=±==c=r=-c---±c..-l=±cc .. o,,;;l,k=l~=f➔
!!B~='l='+c=J==i.c=FFFcc=±=±==--4=+=-F±=--±±+=+cc+=.±.=.-F . . . . -_--:::_ --T_ __( ______ --------- ---== ... -F.cc-. ---+-----t---~--j--+-----t----t-··· i ' -
.. . .........•. ··•·§ 4 :::: I ------=-:::: ::::-:: :: =-·:-:_:_ : :::: ::----,--------_:_--------_· -+--+-==
1--:-:-rr,ro·· ifrsdR ~, ... ,·". ➔•• ==ci==FF~t=t==+=+==c t--+=+=t'H= .....
.. Cf~rRL NI C -r ---t---t--.t-.. -... ' ······ ······· ······. F ••••.• ••. ...... ~p:::c?·1·•·--•·i·~~ ~···c•+••··=• ±=t=l
------------ ----------
=t=f'O~
· ... ~.···1··••, :::::: :::~::: :-:--
f-----------+--f-,
-.•••.• ····+· ····•······· ' • ••• I ··••• --__ -_-_____ -::-:-:r :_ -
............... I --+--+--+-------------1 ------
----. ----:-_::r -
------···•······
-----<--
1 · ............... .
. 4 . -I --1: ~ -
_·-.. --·-, --.. . " .
_:-:c::_ --__ :_ :_ -T: --::--::-. ,1=. ~ =-•"
•• -----t f---+-+-------!. -
---------i-----------,---
----------------------------------
-----·---...... . -- -
.... ••······· ·······•• ...... : . .L
... -·······
- - ----
!il-1 .. ···ci
••. q-::---!
• al•· .
·1 .
r::
---------------1 -, ---------------------
-----,---
• . •I.. ,
. . 7-r--
92
VWD NOTE;
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO THE INSTA/.LA.TTON OF
11-IE PUBLIC WATER OR SEWER SYSTEM.
-------==-=-i--= -
·-+-c+c=t
~57~
_,,_ . ·=== 7 J---
······•····· ···---n.,l!,---#··. ~. t-T~-
---t---t--3; -;.Rf$--~ i
. T Q !OQ.,J; CFS,
---:::::::: _:: : ________ :+::-:+ ,~.~~-'. ---:-rt~ _· --+-+--
-.~ ............ ···········---f············ . .. :& ' -' j
·•·•••••·•• ~ . . ~ . .. ~ .. ~±=t=-t-c
-··=+c-+c-+=+--_;:-;;--t--:~+'-'--l 1···.·~-4----4---1-::::2::::~~-f)-."~~=·'i··t·-=··=·c,4·-t· ·=···•:tr=•··i·· ·=····'1··F···-··•,-·-· t= :..t·· ...... ~.~.-!!'. tt5 Hr••: vii,~~2~xl I.•····
t-1------== ===== ~= _=·==1 --___ :_ ---C:V l: --- - - -
-----_l -_:_-i:::----- --------f···---· --f -----t--
' . -------,
---1--I - -------r---
~f ··· ·
---1
~~ •-t=rc I .,~
=
1 •·•·
82
--r-~"' 0, 0, K o t + -.,,+
"!.a,\5 ---~ ~ !.8
~ -Vl ~"' ~
+--·~····_· r • ---j-,.
I
~ -t I"\ -t ~
8
o 40 80 ----
PROFILE SCALES
HORIZ. :
VERT. :
120
1"=40'
111=8'
W,.10 ,e,e.~ EA-oe.MWT' =· oe,-01-<>'5 SCALE 1 '= 40'
00<:-. LOO~-ot.,<'fot..=~
99
NOTE:: £VERY LQT SHALL HAVE: 1 DRIVEWAY, 1 WATER I.ATERAL, 1
SEWER I.ATE:RAL., AND 1 SIDE:WAIJ( UNDERDRAIN. LOCATTON OF
SIDE:WAIJ( UNDERDRAIN TO BE SHOWN ON "AS-BUILT" Pl.ANS.
;
'
'
s
CORTE LANGOSTA PRIVATE)
if' :, 68 I
I I • I ,
. · 1ii ' . . ' ,'.I· ',I ,
I ' ,, :
V.W,D. DWG NO.
ENGINEER OF WORK
~.,./ ~/JttttL ONO L. MARTIN
R.C.E. NO. 48670 EXP. 5/30/06
,, AS BUILT,,
.~~ _1/z_rb
DATE
INSPECTOR C
1------+-----+-----------------+----+---+---+--;+,-,.-tt PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR: ,-------------------,.----.,,,.,,,,.,.-,-,,,..,..,,--.,..,..,..,,,,.,...,,_.-----1 BENCH MARK LA COSTA RIDGE VALLECITOS
WATER DISTRICT
V.W.D. "AS-BUILT' ;"'r/
1-----------------------1 Approved By: r~'-"~"~"'-'"''=----c----------====-----□ATE ______ , ,. (SIGNATIJRE) Preston H. Lewis, P.E.
RAYMOND L. MARTIN R.C.E. 45927, EXP. 12-31-06 ---~~~~~~~----P.E. NO.: 48670 Date: b•l1·#C
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E.
DESCRIPTION:
LOCATTON:
ELEYAT/ON:
11,..S.C. & G.X. BRASS DISC STAMPED 'K302., 1935" IN CONG. MON. NEIGHBORHOODS 2.3 & 2.4 NORTH
POINT LIES 8.5' EASTERLY OF EASTERN 1----+----+-----------------f----t---t---t--+-i+t :CC=;===================~
BER!rf LINE ON RANCHO SANTA FE ROAD1------+---+-----------------+----+---+---t-+--i--rt APPROVED LLOYD HUBBS4Y
133 NORTHERLY OF ELECTRIC .-1,,a ~ • .,/f:-d, VIY='rt:'--l.. BµJ-,/o$'.
fJltJf/j(f!Jl~~DLll.ifi__/~~}§•MJ!J/JED "f o ~lM ';4.~-/31.1/lT" • 1 i CIJY ENGINUIV"'RCr :iiSef EXP l2/JC/t?5 'DATE
APPROX/MA TEL Y 1. 2 MILES NORTHERLY , ,O'l~'-'.:ll!:o::::"'+:::r<-U-1~'--IL~I ..':Rb./::::::::~'~::::::.::ORl::::v:,:e:::1 :::lt>::::of_c:6:'.__ ________ µ?3'l!'L!J'--J-A~'-i-!1£lli'J>l-!:il..::.j!:t"Wr OF THE INTERSECTION OF RANCHO ,-r, ,r DWN BY: PROJECT NO. I DRAWING NO.
SANTA FE ROAO AND LA COSTA AVENUE. DATE INITIAL DATE INITIAL DATE INI IA~! CHKO BY: ll.!,'.C Cf 04_03 420-5
533.J9 NGVD 29 MSL ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL CITY APPROYA~l L_tR~V!!_W~D-"B~Y=c=J'-E"'c==.J ~-------~ ~----~
. r
R,\0457\~Eng\loprovecents\North\0457io03 dwg[ 2000]Jun-03-2005 09•04 y, W,O. W.O. 204-686
.1111
1• 111·1· 1 --"C II , 1.1 , ,
W.O. NO. 2352-101
BIN:
v.w.o. 04-027
C
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9. .a::-,
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0
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(J1
)
HORIZ. : 1 "=40'
VERT. : • 1 "=8'
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
66
l""--=--==-g~~~'ll~_l'A'.fA-3.~'~"~-tA~i:>SO~-..i~?kPJ~1~7-.;-CENTERLINE DATA
Q BE:ARING/D£LTA RAD/VS L£NG1l-l R£MARKS 17 1-~-OWf
1 15•25•22· 200.00· 26J.28' '--_.,,,..__.,/lj\-
2 N 3I°DO'DO" W 76. 14' ,'__I_',
3 13'18'30" 200.00' 46.45' ,1.;-4 .
4 N 44'18'30" W 235.4-8' II!. l--l---,-'-''=-'-'---'---+---,-+-=.:..;..:;-,---4 _____ --I
5 4'46'5o" 200.00· 16.69'
6 N 49"05'20" W 87.18'
CURB DATA
0 BEARING/DA.TA RADIUS L£NG1l-l R£MARKS
I 75"25'22• I82.DO' 239.58' 6" TYPE G C&:G
2 N 31•00·00· w 76.14' 6" TYPE G C&:G
3 13"18'JO" 182.00' 42.27' : 6" TYPE G C&,G
4 N 44"18'JO" W 221.49' ; 6" TYPE G C&:G
5 J2'I2'J8" 100.00' 56.22' 6" TYP£ G C&,G
6 N 7i3"JI "08" W SO.DO' 6" TYP£ G C&,G
7 201°25'48" J8.00' 137.57' , 6" TYPE G C&,G
8 N 49"05'20" W 87.18' ; 6" TYPE G C&,G
9 4'46'50" 218.00' 18.19' ; 6" TYPE G C&,G
IC• N 44'I8'JO" W 235.4-8' ; 6" TYP£ G C&,G
11 1J"18'JO" 2I8.DO' 50.64' 6" TYPE G C&,G
12 N J1"00'00" W 76.14' 6" TYP£ G C&:G
1 75"25'22· 218.00' 286.97' 6 • TYPE G C&:G
WATER DATA
RAD/US
211.00·
2 N J1·00·00· w
3 1J"1tfJO" 211.00·
4 N 44t'l8'JO" W
5 JO"Jl'20· 211.00'
L£NGTH R£MARKS
277. 76' . B" DIP CL-J50"
76.14' ; 8" DIP CL-J50,.
49.01' 8" DIP CL-J50"
235.4-8' 8" DIP CL-350••
112, 77' 8" DIP CL -J50,.
•• W/17-1 POL YITHYl.£NE W/QIP
PER DETAIL ON SHEET 2
LWD SEWER DATA
DELTA RADIUS LENG1l-l REMARKS
1 200.00' BJ.BO' , 8" PVC SOR-JS
200.00' 179.4-8' B" Pl-t: SOR-JS
J N 31"00'00" W 76.14' 8" PVC SOR-JS
4 1J"18'JO" 200.DO' 46.45' 8" PVC SOR-JS
5 N 44, IB'JO" W 235.4-8' 8" PVC SDR-35
6 30'37'20· 200.00' 106.89' 8" Pl-t: SOR-JS
7 N 74"55'50" W 5.00' ,8" PVC SOR-JS
HUNSAKER
& ASSOCIATES
SAN DIEGO,. INC.
PlANNJNC 10179 Huemekens Street
ENGINEER.INC San Diego, Ca 92121
SURVEYING l'H(858)558·4500· FX(858)558·1414
82
81
i..w o <ceWe.jE'.. eA -e:ere.ur
iee,:;,. 00-01-0<;
NOT£: EVERY LOT SHALL HAW: 1 DRIVEWAY, I WAT£R LAT£RAL, 1
S£W£R LATERAL, AND 1 SIDEWALK VNDERDRAIN. LOCATION OF
SID£WALK UNDERQRAIN ro BE SHOWN ON "AS-BUil r" PLANS.
V.JY.D. "AS-BUILT'
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N£W STR££TS SHALL 8£ CONSTRUCT£0 ro
SUBGRADI! PRIOR ro 17-1£ INSTALi.A 770N OF
17-IE PUBLIC WAT£R OR S£W£R SYST£M.
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~~I. V.W.D. DWG NO.
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NO. C-486rO
txp. 06-30-12
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ENGINEER OF WORK
R~~~~•
R.C.E. NO. 48670 EXP. 6/30/06
REVIEWED BY:
I
' "&;~ z./a,;,,,
' ' INSPECTORC7 DATE (l \11
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l'/l ' "' Q l----+----+--------------l-----1----1------1---i-----l---llftiilirl CITY OF CARLSBAD I SHEETS I
l---l------1-----------------+-----l---+-----I--+-~
1
L±_J ENGINEERING DEPARTMENT 8
r-----;--;-:-;-:-'.;::;~;:;:~-----,----7'5".r1-;;~rTITI'5T.,---..:;;;;,_ __ _j_ __ j___ ______________ 1-__ L_J __ L_LJ r ,1vAr£ srR££T & unuJY :MPRov£M£Nr Pi.ANS FOR,
VALLECITOS BENCH MARK LA COSTA RIDGE
WATER DISTRICT DESCRIP7lON: l,/k]62 .. &1fs1· 1!JAg~N~S14JJ_AMPED 1----+---+--------------+---+--+--+----I II NEIGHBORHOODS 2.3 & 2.4 NORTH
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN 1-----1----l-------------------+---+---l------l----+-~ PA f51¥ J(;;¼Ej,,~t,4L f!AlffHB._iifl-%Tt FE ROAD APPROVED LLOYD HUBBS ,1 y
l-----,=s1=GNA=ru=R=E~J -----DATE -----1 Approved 8Y'--fo{/~~~~e~,~;~----r11tYJoM/f;il~~DLll;ll_ /~~~~·MJ!J5ED 9 RL " 9-8ll t..T" 'tfffftc1::EtrF"~-Js;f;;?dt!J2z11 /058/4'~-;{r
I ___ ~RA"'-'-'-:r'M""D,:_,_N"'D--'L"'-. __,,M,.,Ac::RT"-'1N,__ ___ P.E. NO.: -~48=6~7~0 __ , Date.·. ___ ,;LR'._~;_,-~,_0.--"!_5 .. 9_· 2_~-~w_~_;_p ·_P ·_f 2_-_3_1_-_0_6 _ lf/1iP3/tFfkfEt-#oMI!.Jf /t.°tlt/lRL Y oY'-•/0 "' ~ I• ff"-,r ~ ~o:t~::::N ~a~Y:~~~~==-~~~=;=P=Ro=J=E~cr=N=o='.:.' ~-~=o-=R-A=w-=1-N=c~=N-o~.-
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E.
-~ l , SANTA FE ROAD AND I.A COSTA AVENUE. OATE INITIAL DATE INITIAL DATE INITIA CHKD BY ~ REVISION DESCRIPTION R·v·w'. 0 •r', ' CT 04-03 420-5 ELEVATION: 5JJ.J9 NGVO 29 MSL ENGINEER OF WOR OTHER APPROVAL CITY APPROVA • -
R1\0457\&Eng\!MproveMents\North\0457io04.ciwg[ 2000]Jun-03-20051091D \J. W. ,',' W.O. 204-686 W.O. NO. 2352-1 QI V. W.D. ('4-027
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BEi\RING/DELTA
N 18'10'00" W
N TB'TO'oa" W
26"45'oo·
N 44"5/;'00" W
4'46'44 •
N 49"41'44" W
BEARING/DELTA
N 18'10'00" W
90·oa·oo·
90•00·00·
N 18·1o·oa· w
26°45'00·
N 44"55'00" W
32'41'25•
N 77'39'19" W
207'51'35"
N 49'41 '44• W
4"46'44"
N 44·55•oa• W
25•45•00·
N T8°T0°oa• W
go·oo·oo·
90·oa·oo·
N 18'/0'oa• W
BEARING/OELTA
N 18·1o·oa· w
N 18·1o·oa· w
25•45•00·
N 44•55•oa• W
27'51 '10"
BEARING/DELTA
N 18'10'00" W
N 18'10'00" W
25·45•00·
N 44"55 •oo• W
2a·s9•55•
CENTERUNE DATA
RADIUS LENGTH REMARKS
173.00'
96. 12'
300.0Q' 140.06'
142.71'
250.oa· 20.85'
97.98'
CURB DATA
RADIUS LENGTH REMARKS
125.00' 6" TYPE G CM
3o.oa· 47. 12' 6" TYPE G CM
3o.oa· 47. 12' 6" TYPE G CM
48. 12' 6" TYPE G CM
282.00' 131.68' 6" TYPE G CM
. 142.91' 6" TYPE G CM
roa.oa· 57.06' 6" TYPE G CM
50.00' 6" TYPE G CM
38.00' 137.92' 6" TYPE G CM
97.98' 6" TYPE G CM
268.oa' 22.35' 6" TYPE G CM
142.71' 6" TYPE G CM
318.oa' 148.47' 6" TYPE G CM
48.12' 6" TYPE G C&:G
JO.oa· 47. 12' 6" TYPE G CM
3o.oa· 47. 12' 6" TYPE G CM
125.00' 6" TYPE G CM
VWD WATER DATA
RADIUS LENGTH REMARKS
157.()0' 8" DIP CL-350"
107. 12' 8" DIP CL-350"
JI 1.0Q' 145.20' 8" DIP CL-350''
142.71' 8" DIP CL-J50"
261.0Q' 126.88' 8" DIP CL-350"
,. WITH POLYETH'rlENE WRAP
PER OITAIL ON SHEIT 2
LWD SEWER DATA
RADIUS LENGTH REMARKS
168.()0' 8" PVC SOR-35
96. ,2· 8" PVC SOR-35
300.00' 140.06' 8" PVC SOR-35
142.71' 8" PVC SOR-35
2so.oa· 126.53' a• PVC SOR-35
'
PRIVATE STORM DRAIN DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 18'10'00" W 92.()0' 30• RCP 1350-0
N 18'10'00" W 8J.()O' 24 • RCP 1350-0
N 71'50'00" E 5.25' 18" RCP 1350-0
N 71"50'00" E 31.25' 18" RCP 1350-0
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NOrE: EVERY LOT SHALL Ji.I\.!" 1 DRMWAY, 1 WATER ,_.,TERAL, 1
SEWER ,_.,rERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERORAIN TO BE SHOWN ON "AS-BUILT" Pu.NS.
&,
40 0 40 80 120 ----
SCALE I'= 40'
31+00
64
HUNSAKER V.W.D. "AS-BUILT'
& ASSOCIATES DATE
SAN DIEGO, l~C. (SIGNATURE)
Pl.ANNING 10179 Huerviekens Street RAYMOND L. MARTIN P.E. NO.: 48670
ENGINEERING San Diego, Ca 92U1 DISCIPLINE R.C.E. SURVEYING PH(858)558-4500· FX(858)55~1414 MY REGISTRATION EXPIRES: 6-30-06
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FROM STA 30+48.0 Tl;I 31+73.00
UNLESS OTHERWI £ $tfOWN
TC = CL + 0.04'
FROM STA 32+69.00 TO CDS
UNLESS OTHERWISE SHOWN
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32+00 33+00 35+00 36+00
&
37+00
Approved
VALLECITOS
WATER DISTRICT
By: ~---Preston H. Lewis, P.E. ,_ ~J-E. 4_!;927, EXP. ) 2-31-06
Date: __ d_?_,_~_f_ ________ _
VWD NOTE;
NEW STREETS SJ-bill BE CONSTRUCTED TO
SUBCRADE PRIOR TO THE INSTALJ.AT/ON OF
THE PUBLIC WATER OR SEWER SYSTEM.
g1
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SIT/O SENDERO (PRIVATE)
BENCH MARK
DESCRIPTION:
LOCATION:
ELEVATION: 533.39 NGVO 29 MSL
't-\ ~?f B
89
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108
37-i-2J.J1~22.0T 'LT
4 'H NO 17~
L : 10-15350
37-i-2J.04
END CAP AS
V.W,D. DWG NO.
ENGINE R or WORK
RA ONO L. MARTIN DATE
R.C.E. NO. 48670 -, EXP. 6/30/06
REVIEWED BY:
£/4.~
INSPECTOR
1---+---t--------------+---c+---+--+--i~i'S~H;_•T_ ,c_,_T_Y=O=F=C~A=R=L=S=B~A_D~ I SH~TS I , _ ENGINEERING DEPARTMENT
1-----+---+-----------------+----+---+---t----1 f'RIVATE: STREET & UTILITY IMPROV[M[NT PLANS FOR:
LA COSTA RIDGE
1---+---+--------------;----+---;---i--------1 -NEIGHBORHOODS 2.3'& 2.4 NORTH
ENGINEER or WOR
PROJECT NO.
CT 04-03
DRAWING NO.
420-5
R,\Q457\&Eng\lMproveMents\North\0457io05 o•,g[ 2000JJun-03-2005,Q8,57 V. W.D. W.O. 204-686 W.O. NO. 2352-101 V. W.D. ()4-027
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-±=~+=+=i~;1=~=c.c..f-' .. "'tci='c.c.."'r~~Lr-J.'fL!i'=:=t--:':"i=Y-:9':"'i-"""t•.·.•.•.•.~.·. l:l.+_••· ;"·11• ••.•.•. ·.· ··• .......... , ·• •·· j t-•=-r--i-at
f . ---------------------------------:r:_:_ ----------r--.. +·••1···· .·--r=:-t-•-· -......... .
=-1----+--+~ _--+--:..:.--:_ ---------1 ---- -:-------,-- - ' . --. ....,=--J --------------+:.. . -+._+-+._+ :: J \!) ._ ± .
------1 ---::1::
' -----------== .. =,= __ -------------··>·--------------
-------- --------- -------- - -
---- - - - -·-------------------_::;:_ ;;}4(: -: . ~14=-:~ =--r-r---,-,.--,-.....
···4··:_·
------ ----- -- -- ---------- -- --: ---_[: _:---
... I -----·----
----' ____ :: ::---
__ · - ! -
-------------------- -
. I -:::
•·•·· ·•· ··•• J· ~· =··•=F=F
• : 1 F .. ·· •• =1...+. ~,c=,=·· ct•
l=±--+cc.l=c-tc= c.,=-. .c-.. cr.==c ... 1 ..... -:r -1--. '
---------------------------
••· •••··'-'• E : ... 5:. 4 F • . ... ·••··••• .. ••••••••••• • •T t.= ... cc.,= .. = +-+-j
' ____ ------+--
-----, ___ ----
-=---l----------------i---
F--t--i=-i=='=c-.f
..
-~=<; ------------------, ~ -i--'~~ ,,..-:: .. : -~'?)~~06 .. ·•-J ••• ···•·• ... . :· .. -.i-.•=• . .;--. ---r----r----r----r--7=crcc±=~t-t-t-r=t. =···,...·.--···,·~"~···--tc=,fl
····················j···· ·=~+=:==l=c+j~~#t-k ..... +. ' I . !~tl -~1r r~ .1 •••• , ,.... .••. ff+G±.~±9:rfsd·a···'·t_,_ .. ••.:.;.-jff .. t-.'.---.. -.§:;j•··erlGT····~.~fffi~~:B
l=+c-'--=tc=f-=c=+=·········· ...... ' .~ -••·•[,.0.-.•.•. ·.· i6I6r·~,::i:i:l . ;tocil t .. I '
-------------------------------------------
-------- -------------___ : :::-::c:-:----+--+--t-,
- -::::r::_
- : ----1---. . I
I
' +-
i ~ . ' ---
------------~~•4+4+~·•••:t--.-• I -
~ -v4 , '\...'a : "' -t ........... ' . ····••·• • •·•· ••• •• ··•••-•·· ··•• 50U=+=t~ . y :. ..
~. . _· _ 1_ 6 ··•··· .... · ....... , . ==··~···...... .. · .... . : ... l.
K,l~t\t ;r~~~t. --.· r.· •· ••••••• •• ==···=····· i i .....•..•••.. ' ". t _,,•:'~, -f ••. _ .. hstF..,-
" •====±·=·-±_ ----·······•----------------J ::~
. .. . . .. , 1 ·••·· .... 1----+--,---.cj=
...
---. . ... " ----
-------------------... ···i····----------------------
-- ----------_______ : :::_i:----------------- - --,
I
I -I::
ff\ { ! ·-· -i ' _J • :. •: • wr, PE i' QW:cG:., . .=. ... :..C,C.C . .=ti~l!li:
••.J ·~ ~ . .Z.!17~ ·· . . SCALES
I .. ••••• .
i 8Stf j$j' . .... f =-ctc· .. ···J-•~±-... ~. . .......... c-r·••=••,•••_••· ij .. •··1 ........ · .. =· ...... ·t--.c=±c ... =+=·=·· =· ·➔· ............. 1 HORIZ . 1 "=40'
l-'-j__J__.c_..t=:~::::::::::•·_.iSL····=§=T1=···L··· ....... L•··· .... ····=···=··•·.Li=····.L t.:·T·I···:··:· :::~
7
~··'-1·-,-•=:6::·_.,....,.·•=···•=l========••cc:_P_R_e~Fi-l_k_·•~··'·~· ·:~~·'-----'· _· •Lc.cccc••~·_cc•cr_T..__•·_Lt .... · •cl.·· .... ··=:=·:._cJ.·· 1 ___ ·_: _ __,_._ 1 _..__·-'C· L""._....····· ·••c·•=···•j__: :___·.:__·___i:__i4~~;=-=l!~<f.ll...,::_;:':C:~LL;t;::12121;1;_1-.=.J·.:c-::1l~ .. ;,;_;~0;;c;;c:L::_LLLL~~&=::L±±I-:-:=JL ... _Lc±cl::;-;-;_·-· .... ··--=••-.-+·±•t-·.__•-··_j_•-·_ .• -•• _j_.c-·-···•cl1.cc•-···=·•t--._=._J ••• t-;_ ••• : ••• :. :=·=····=···=··L·="L-· ·=···L··=~Ld_ •. L. :·r=·r·==~:=~==/J:l~._._;l=oRA=··· .... ·~~1L~=~L·.•~·JlL; _v_E_RT_,_-_: _---1 _" =_s_·--i
12+00 13+00
( J BE:ARING/DELTA
1 N 58'20'00" E
2 37'07'38"
3 N 84'32'22" W
□ BEARING/DELTA
1 N 58'20'00" E
2 37'07'38"
3 N 84'32'22" W
4 207'54'08"
5 N 56'38'14" W
6 34·35'40•
7 30"26'06"
8 N 58'20'00" E
( J BEARING/DEL TA
1 N 58'20'00" E
2 18',JJ'49"
3 50"27'27"
( 1 BEARING/DELTA
1 N 58'20'00" E
2 69'01 '16"
CENTERLINE DATA
RADIUS LENGTH REMARKS
20.34'
200.00' 129.60'
99.21'
CURB DATA
RADIUS LENGTH REMARKS
20.34' 6" TYPE G C&:G
218,00' 141.26' 6" TYPE G C&:G
99.21' 6 • TYPE G C&:G
38,00' 137.89' 6 • TYPE G C&:G
50.00' 6 • TYPE G C&:G
100.00· 60.38' 6 • TYPE G C&:G
182.00' 96.68' 6 • TYPE G C&:G
20.34' 6" TYPE G C&:G
LWD SEWER DATA
RADIUS LENGTH REMARKS
15.34' 8" PYC SDR-35
200,00' 64.80' 8 • PYC SDR-35
200.00' 176.13' 8" PYC SDR-35
VWD WATER DATA
RADIUS LENGTH REMARKS
15.34' 8" DIP CL-350"
189.00'• 227.68' 8" DIP CL-350••
• • USE 9 PIPE LENGTHS
•• WITH POLYETHYLENE WRAP
PER DETAIL ON SHEET 2
PRIVATE STORM DRAIN DATA
0 BE:ARING/DELTA
1 N 58"20'00" E
2 8"56'10•
3 52"52'.f-8"
4 39•54•11 •
5 N 82'23'54" E
6 N 31'40'00" W
7 N 31'40'00" W
8 N 13"25'55" W
HUNSAKER
& ASSOCIATES
SAN DIEC(\ INC.
PLANNING 10179 Hucmekenl Street
ENGINEERINC S,n D~go, Ca 92121
SUR\IEYING PH(856)5584500· FX(BSB)SSB-1414
RADIUS LENGTH REMARKS
11.34' 18" RCP 1350-0
213.00' 33,22' 18" RCP 1350-0
213.00' 196.58' 18" RCP 1350-0
4-5.00' 31.34' 18" RCP 1350-0
56.28' 18" RCP 1350-0
3.25' 18" RCP 1350-D
29.25' 18" RCP 1350-0
57.80' 18" RCP 1350-0
V. W.D. "AS-BUILT'
(SIGNA11JRE) DATE
RAYMOND L. MARTIN P.E. NO.I
ADD R1-1 SIGN
TO EXISTTNG DSM
LIMIT LINE AND PAVEMENT
LEGEND PER GALTRANS
STANDARD A24D, A24£
10+53.00
REMOVE END PLUG &:
CONNECT TD EXJSTNG SEW~
PER DWG 397-3
CL INT 10+00.00=
28+46.56 CORINTIA ST
10+53.00
REMOVE END CAP &:
CONNECT TO £XISTNG \'WO PER DWG 397-3
48670
MY REGISTRATION EXPIRES: 6-JO 08 DISCIPLINE R.C.E.
107
'ATER
61
l..LJO <:lek.Je,JZ eA"C>e-1-'\e,.rr
~-=-01-0~
Ooc., -"X>'5-0<.'C>Z,.~~
CORTE BOSQUE (PRIVATE)
eoco~ D-:).7 ili ~--_....._.......-NO 6~
: 10-15230
30+88.82 CDS
12+97.80~39.53'RT
END CAP ASSY W TB
VWQ NOTE:
NEW STREETS SHALL BE CONSTRUCTED TD
SUBGRADE PRIOR TO THE INSTALV.TTON OF
THE PUBLIC WATER OR SEWER SYSTEM.
I
!
40 80 120
SCALE: 1'=401
'I. W.D, DWG NO.
ENGINEER OF WORK
2.""/ o.7,:i~£ ~ L /. s
~ND L. MARTIN ;/-~ -....;;;;;;~..-r;,.::,, f' R.C.E. NO. 48670 EXP. 5/30/015
~:==,_lii.l,: "AS BUILT"
~vJaL 9/4 'f ft,,
~~~-EXP. ~/3o/;). DATE
REVIEWED BY:
£ ~~ z./a,/.-/
' 1 , i INSPECTOR (7 DATE
••11 I ,1,
!1:_11 i,_sH_6-_EET CITY OF CARLSBAD I SH~Ts I 1---+---+-----------------t----r---t-----,---, ENGINEERING DEPARTIAENT
NOTE: EW:RY LOT SHALL HAVE 1 DRIVEWAY. 1 WATER V.TERAL, 1
SEWER V.TERAL, AND 1 SIDEWALK UNDERDRAIN. LOCAOON OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" Pu.NS.
1-'---t---+-----------------t----t----i----r--_..,~P;i;f;+/V,=.)l;TE~S;TR;E;E;T=.&=.=U;Tl~Ll~IY;::;IM=.P;R;:O~VE;M=.E~N;T=.P::;:lA~N~S~FO~R~:===;
.--,---:--vA:-:--:--LL'."""'.E=-c=-:1=r0-::-5-=-----.---,=B;;:E=.Nirc"H,--;M.7~;;;:R,,K~-----i-----+--1-----------+---+---1--+-----1 ii :i LAcosTAR100E
w,/A TC"R D/STR/CT DESCRIPTION: IJ..S,C. & G.X. BRASS DISC STAMPED l------+--+-------------i-----t-----t----t--7 i',i,' kl_ EIGHBORHOODS 2.3 & 2.4 NORTH /"If C, f, KJ02., 1935" IN CONC. MON. 11 t•
, LOCATION: POINT LIES 8,5' EASTERLY OF EASTERN ~--+--+------------------t----i---t--,--;-, :'==,P=P=R=ov=E=D=L.=Lo=.Y=O=H=U=B==B==S=d==,_~==, .. ======.===
I ~ BER/I LINE ON RANCHO SANTA FE ROAD,~--+---l----------------t-----t---t----t-----c7 " ?
I ~ 1JJ NORTHERLY OF ELECTRIC I 'A 0: ee-i'--.!7. ~~ . _s~
Approved By:~• -f'1tfJ/f/f;il~~OLllj.fi_ ,r~g~~•~AJJ!JED 9, '/t) ''AS-131411..T" CITY ENGINEER ilcr iToR~ ~• 12/Jl,/05 DATE
Pr'eston H. Lewis, P.E. APPROXIMATELY 1,2 MILES NORTHERLY °' t.1 o,e, 1 i<b/1-=e 01<-1veu,,..-{o ~ 06-lE-!".. ~ , R.C.E. 45927, EXP, 12-31-06 OF THE INTERSECTION OF RANCHO
Date: !/! •/1 •-,( SANTA FE ROAD ANO IA COSTA AVENUE. DATE DATE INITIAL DATE INITl~L
5JJ,J9 NGVO 29 MSL ----------, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELEVATION:
R, \ 0 4 5 7 \&Eng\ Jr,prov er,e n ts \Nor th \0 4 57i o 06, d wg[ 200 0 J J un-0 3-20 05 •08,54
PWN BY:_~~-
CHKD BY: I\!,]'
RYWD BY:
PROJECT NO.
CT 04-03
W.O. NO. 2352-101
BIN:
DRAWING NO,
420-5
V.W.D. 04-027
0-
9..
00
0 :E G)
)
ts
0
I
(J1
)
-------_j ----------,-
...... j
' -~ ----T ---_---,--
·=+c~··'j 8 . '
----------::_:::~
.'f.=~~'18
····· ················ ····· Jr®,Cdl=
......... ··•· .................... ••·•• • .. G2 2.47:i -1 -.
---⇒;:;..:: ------- ---------~--
J:(J
--"<-' . ·····••)
-------
····· ••••••• •• •••• • ·•••·• •• ••••I •.... 2 ... ,
t -1-00="'1 · .. ; I fPS
--------- - -- . ------1----
I J
t
2
J
□ t
2
J
4
5
6
7
I J
t
2
J
1
2
J
--- --------------------------------i:-:----F~cc+=c=J=F=+-"F=f-'"¥
···-·--·------------------------•··-·--····=+ .. .. . ................... ····• I
BEARING/DELTA
N 85',0'to• W
1756'06"
N 76'5J'44 • E
BEARING/DELTA
N 65'10'10" W
J6'22'1J"
N 56'27'J7" E
198'26'07"
N 76'5J'44 • E
1756'06"
N 85'10'10" W
BEARING/ORTA
N 85'10'10" W
1756'06"
N 76'5J'44 • E
BEARING/DELTA
N 85'10'10" W
1756'06"
N 76'5J'44 • E
CENTERLINE DATA
RADIUS LENGTH REMARKS
282.21'
200.00' 62.60'
25.28'
CURB DATA
RAO/US LENGTH REMARKS
239.60' 6" TYPE G C<l-G
100.00' 6J.#J' 6" TYPE G C<l-G
50.00' 8" TYPE G C<l-G
38.00' 131.61' 8" TYPE G C<l-G
25.28' 8" TYPE G C<l-G
218.00' 68.24' 6" TYPE G C&G
282.21' 6" TYPE G C<l-G
VWD WATER DATA
RADIUS LENGTH REMARKS
277.21' 8 • DIP Cl -J5o••
211.00' 66.05' 8 • DIP CL-J50••
J5.28' 8 • DIP CL-J50••
•• WITH POL YITHYL£NE WRAP
PER DEJAIL ON SHEU 2
LWD SEWER DATA
RADIUS LENGTH REMARKS
277.21' 8" PvC SDR-J5
200.00' 62.60' 8" PvC SDR-J5
J0.28' 8" PvC SDR-J5
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 04'49'50" E J.25' 18" RCP 1350-D•
2 N J'51'J4" E 29.50' r8" RCP 1J50-D•
• WATERnGHT JOINTS ALONG ENTIRE PIPE REACH
-------------- ---------------------
------------------------------, -
I• [ -,-
1 t-i ------- -
-,---
--- - -----! ----------------- --- -.. .. . . -···-·· ----· .....
+--l--1---+---=--+--' -l-: . I c:
·-' -----------
. I
10+00
10+45.90
REMOVE: BARRICADE <t
END SURFACE IMPROVEMENTS
MATCH EXISTING PER DWG J97-J
ADD R 1-1 TO EXISTING DSN
LIMIT LINE ANO PAVEMENT
LEGEND PER CALTRANS
STANDARD A24D, A24E
10+50.90
REMOVE: £ND PLUG &:
CONNECT TO EXISTNG SEWER
PER DWG J97-J
fhJUl.oo~
25+J4. 70 CORINTIA S
10+50.90
REMOVE: £ND CAP &:
CONNECT TO EXISTNG VWD WATER
PER OWG J97-J
CORINTIA STREET
SEE DWG 397-3
CORINTIA STREET
SEE DWG 397-3
60
~i M
la1l . ., <) -~ ~
~Q .,__
-~~ ~
~1 II
~ t3 ~
~~~ ~
i-~~ ++~ ~~I:: C 0!;;
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l;j ...
-1 " II) :Ji ..;
.J; .J; --
4
~1
~C\
V.W.D. "AS-BUILT'
(SIGNATURE) DATE
RAYMOND L. MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6 JO 06 DISCIPLINE R.C.E.
+
If -" .; -i---
&
It
l!i
i--
s ..
?ii () Q
1o -::.:
~ i---fl.
TC = CL + 0.04'
UNLESS OTHERWISE
SHOWN
----------'--_----------------------
------------------------·~===+= · · ······ ········· ···· ·
T ....... =.fl
------------
---------------+---+--+---=>+----+-++-
---------------
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------
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--------------------------------------------1 _J _:
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------------
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==:.:± ---------------------- ---__ -:-:±-_-' ----------------------------------
-------------------------"---------------------------,---
12+00 13+00 14+00
59 If If 57 If --.., ..,
~ " " t. i-~ r-i--"' --r-.... ';I
NQ
I-I-JO
I "' "' & 6e.klc'..~ e..,...~Me.1--11 Q c:, 8
Rec..oe>-01-06 (j l;j
Ocx,ta:>o-=== fil ~ l ~
'O ci :-J
it~ ~~ ~ II) <o ~ & i-~ It Pj .;
~ ~~ rr;; m~ ~+ -~ii! + i-i-i-
lg :g
(j
lg/?
l;j
~ lg lg ~ ~~ l;j -0 "' l;j (j
II) ( 0, ~ ~ ~ ~ ~ ;;; (~' ¥ C .; "',~ ;;; t;
"' --;!: i' +·
8'.i: + tfil d -.., .... ..,
~Q ") ~
--,.J "' ~d --. (j -
s
If
CORTE PACIFICA (PRIVATE)
HUNSAKER
& ASSOCIATES
SAN DIEGO,. INC
Pl.ANNING 10179 Huennekens Street
ENGINEERING San Diego, Ct 92121
SURVEYING PH(858)SS.!1·4500• fX(858)558-1414
--- --: _:: i:--
L--'--'-"=··=----r· "'···i-------------+'-···-+--+--,f--~
15+00
55
1+95, 11 cos
& If
20~
10-15380
_,,.-~~
.,..-3-A r:lo CDS 0-::i.7 40 ......_ -~..__,...___.........,_ ...... -..._ .. ~
D CAP ASSY W7 TB
54
VALLECITOS
WATER DISTRICT
Approved By: ~ i'restonH. Lewis, P.E.
Date:
( ... rtYo;t'.927, EXP. 12-31-06
9ho Rt.NI ,~ '':/JS-BUN.T"
0'\/<-1 /05 r<w-1 I] ~v1oe.. Oft.lve.J..jAY-0
DATE INITIAL
-------------
----------------------------
............. :: I ............ .
--------------------------------1 ---------------------------=------_:::::J:.
_, -
--____ j:-f--.C-+
-------_:: :::-1---- 1 ::
---------1
"I---!
--1---I
cl . t· -
-----, - - - --j ---
___ -:::::;_l_<o_. ---li
: ::· I;()
=~::'--:::.~ ~-::;-} -_t------: ----'---<·---+-
----. ----,
. '
------------······ --·-··1·""•-----------·-1 T ------------,-!---"~-.---------: ----
·•11 ___ ;_ ::::r--
----------::::: =-::::f :::· :: :::=:=1===1f= ::::: ::::r--
1 .•• : .:i::::r ::·::_,_._• -+---+---+--+
·•••••• 111 I
·······r··
---------,--
' 1 . : -r
;;;;; ;;_r::: --T ---1-----~l~
--l----'_c__j=Jc--c-·_;_•_4---_ 1--=--~ .. ---------------
----------------
~-,-,.=',a.-..-,....,,r.,hEf 2 ; :
. ..,,,,.,~"'F""~
: : :::1 --------------------- - -
------------------,-----,
NOTE: £vf"RY LOT SHAL4 ,HAI-E' 1 DRMWAY. 1 WATER V.TERAL, 1
SEWER LATERAL, AND I'. $1/)EWALK UNDERDRAIN. LOCAnON OF
SIDEWALK UNDERDRAIN _ TO BC SHOWN ON "AS-BUILT" PLANS.
VWQ NOTE; '
NEW STREITT SHALL BE CONSTRUCTED TO
SUBGRAf)c PRIOR Ta THE INSTALLAnDN OF
71-IE PU8/.K) t ATER (?R SEWER SYSTEM.
0 ____ 4~0 ____ a.;.0 _____ 120
PROFILE SCALES
HORIZ. :
VERT, :
V.W.D. DWG NO.
SCALE 1'=40'
ENGINEER OF WORK
~~~4 ~h/4s-~ DATE
R.C.E. NO. 48670 EXP. 6/30/06
BENCH MARK ' ' . "AS BUILT" ' ! '
DESCRIPnDN: 1,1,.S.C. & G.X. BRASS DIS1.f STAMPED
~r;r1,ia;L ~ '1<302., 1935" IN CONG. 0/'!.
LOCATION: POINT LIES 8,5' EASTERLY OF' /!ASTERN
BER/yl LINE ON RANCHO SANTA FE f/OAO
133 NORTHERLY OF £L£CTRI~ DATE
rJ!iANSMIS!ilON Lllj_E POL£ .MA KEO , RCE t..70 EXP. (p/ 3(,)//J...
L/J3011 AND TL13825 AND AP ROXIMATELY 1-2 MILES NORTHERLY REVIEWED BY:
OF TH£ INTERSECTION OF ~A~CHPv, SANTA FE ROAD AND LA C S ~ A 'ENUE. £4-,.~ -;/3'0/ 533.39 NGVD 29 MSL ! i ELIYAnDN:
'
INSPECTOR ~ DAE
CT] CITY OF CARLSBAD I SH~TS I 7 ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
• LA COSTA RIDGE
-NEIGHBORHOODS 2.3 & 2.4 NORTH
APPROVED LLOYD HUBBS &Y-
_,,.g,.,« .=-a t-r~;< fj,/4.,loS
CITY ENGINEER ~ 2JRR=-=-Exe 12,Z.JllOf:-' DATE
1,,/u-/,r -·" //<,/OS" ~
'DATE INltlAL OWN 8Y: PROJECT NO. DRAWING NO. INITIAL DATE I I
CHKO BY: (!,~,3'. CT 04-03 420-5
ENGINEER OF WORI REVISION DESCRIPTION CITY APPROVAL RVWO BY: . "'-'A~ .. -OTHER APPROVAL
R,\Q457\&Eng\!MproveMents\North\0457iQQ7,ciwg[ 2000JJun-03-200S,0B-\!lW.D. W,O. 204-686 W.O. NO. 2352-101 V.W.D. 04-027
i , BIN:
I IIWil I !
)
0
....... ~
Q.
()() rs
0
I
(J1
Sewer Station of Drop to Length of CB Elev. Invert at Lateral Street Station of CB Elev. LOT NO Sewer Lateral@ IE at PL Depth at PL Water Lateral@ Remarks Main Lateral Sewer Main IE Slope Sewer Curb Curb
# # ft ft ft ft ft ft % # ft
49 10+68. 71 4.31 27.5 577.60 583.46 573.29 5.86 2.00% 10+86.54 583. 51
50 11+55.74 3.27 27.5 579.54 585.40 576.27 5.86 2.00% 11+65.74 585.45
51 12+38.32 3.05 27.5 582.16 588.02 579. 11 5.86 2.00% 12+48.32 588.17
52 13+14.63 3.19 27.5 584.91 590.77 581.72 5.86 2.00% 13+24.63 590 92
53 13+83.83 3.30 27.5 587.40 593.26 584.1 5.86 2.00% 13+93.83 593.41
54 14+44.32 4.01 36.3 589.10 594.96 585.09 5.86 2.00% 31+98.47 CDS 595.00
55 14+53.34 3.96 61.8 589.16 595.02 585.2 5.86 2.00% 31+86.05 CDS 595.03
56 10+65. 71 3.26 64.1 587.84 593.70 584.58 5.86 2.00% 31+23.15 CDS 593.94
57 13+34.85 3.48 41.2 585.90 591.76 582.42 5.86 2.00% 30+ 60 .44 CDS 591.69
58 12+18.32 3.03 27.5 581.45 587.31 578.42 5.86 2.00% 12+28.32 587.45
59 11 +35. 74 3.44 27.5 579.03 584.89 575.59 5.86 2.00% 11+45.74 584.93
60 10+65. 71 4.38 27.5 577.57 583.43 573.19 5.86 2.00% 10+78.71 583.38
til-. 10..+~6~ -5.~-__-;iz..~--;i99,,&Q.... -~66.... .59W 5.86 2.00% 10+98.64 606 03
62 30-li...'I\. "-"CDS 4-'18 4e..'l (pl!,.~ r.tz.u, 4>10. 3g 5.86 2.00% 30+88.82 CDS 621. 74
OJ ~.43"=.,S I .-./U .-5-J:11j 62,.~o ., ' '~.f,J 5.86 10.23% 30+19.29 CDS 621.45
64 15+57.08 3.43 27.5 569.23 575.09 565.8 5.86 2.00% 15+67.08 575.22
65 16+24.92 2.35 27.5 572.47 578.33 570.12 5.86 2.00% 16+34.92 578.81
66 16+92.52 2.77 27.5 577.19 583.05 574.42 5.86 2.00% 17+02.52 583.54
67 17+59.44 3.18 27.5 581.87 587.73 578.69 5.86 2.00% 17+69.44 588.23
68 18+25.58 3.48 27.5 586.49 592.35 583.01 5.86 2.00% 18+35.58 592.86
69 18+90.82 3.59 27.5 591.07 596.93 587.48 5.86 2.00% 19+00.82 597.43
70 19+66.29 3. 71 27.5 596.37 602.23 592.66 5.86 2.00% 19+76.29 602. 71
71 20+43.59 3.79 27.5 601.76 607.62 597.97 5.86 2.00% 20+53.59 608.07
72 21+23.96 4.14 27.5 605.64 611.50 601.5 5.86 2.00% 21+33.96 611.54
73 22+03.36 3.92 27.5 606.76 612.62 602.84 5.86 2.00% 22+13.36 612.50
74 22+82.19 3.37 27.5 607.54 613.40 604.17 5.86 2.00% 22+92.19 613.29
75 23+60.73 3.11 28.6 608.65 614.51 605.54 5.86 2.00% 23+70.38 614.55
76 24+20.22 9.18 42.42 615.55 621.41 606.37 5.86 2.00% 32+39.06 CDS 615. 73
77 30+95.40 CDS 8.69 47.2 615.15 621.01 606.46 5.86 2.00% 31+04.38 CDS 615.29
78 22+51.16 3.58 27.5 607.23 613.09 603.65 5.86 2.00% 22+61.16 612.98
79 21 +71.56 4.12 27.5 606.47 612.33 602.35 5.86 2.00% 21+84.56 612.21
80 20+94.36 3.58 27.5 604.58 610.44 601 5.86 2.00% 21+04.36 610.64
81 19+97.35 3.75 27.5 598.54 604.40 594.79 5.86 2.00% 20+07.35 604.88
82 32+99.42 .628 27.5 572.25 578.11 565.97 5.86 2.00% 33+09.42 578.50
83 33+71.22 4.93 27.5 576.55 582.41 571.62 5.86 2.00% 33+81.22 582.80
84 34+40.22 3.64 27.5 580.70 586.56 577.06 5.86 2.00% 34+50.22 586.94
85 35+37.45 4.18 27.5 586.51 592.37 582.33 5.86 2.00% 35+47.45 592.78
86 36+13.74 4.88 28 591.03 596.89 586. 15 5.86 2.00% 36+23.96 597.21
( v< ..,v ,, . V .C v,.,-..,..U I ~v• 'ssv, V , . ~· ., 37+04.12 600.10
88 41+10.41 CDS t.,te, '50,\ 594.C;I 600.;.1 590.,i:. 5.86 2.00% I 41+29.77 CDS 600. 71
' • 01 • . M ., .. ~ . ('\1)0/_ .... 40+64.67 CDS 598.98
90 35+57.45 4.40 27.5 587.73 593.59 583.33 5.86 2.00% 35+67.45 593.98
91 34+61.22 3.46 27.5 581.97 587.83 578.51 5.86 2.00% 34+71.22 588.20
92 33+50.58 5.30 27.5 575.30 581.16 570 5.86 2.00% 33+61.22 581.60
93 11 +68.83 3.64 27.5 575.25 581.11 571.61 5.86 2.00% 11+58.49 581.21
94 10+79.95 3.82 37 577.52 583.38 573,7 5.86 2.00% 31+89. 78 CDS 583.46
I 95 10+22.32 3.76 63.3 578.81 584.67 575.05 5.86 2.00% 31+28.99 CDS 584.94
96 9+92.68 3.95 60.1 579.70 585 56 575. 75 5.86 2.00% 30+63.67 CDS 585.60
97 9+96.68 3.96 32.2 579.62 585.48 575.66 5.86 2.00% 30+55.67 CDS 585.55
98 10+27.53 3.53 27.5 578.46 584.32 574.93 5.86 2.00% 10+17.53 584.31
99 10+95.66 3.77 27.5 577.10 582.96 573.33 5.86 2.00% 10+85.85 582.95
100 11+73.07 3.61 27.5 575.12 580.98 571.51 5.86 2.00% 11+63.39 581.06
101 12+43 95 3.80 .. 27.5 573.00 578.86 569.2 5.86 2.00% 12+33.95 578.94
102 13+18.51 4.73 27.5 570.76 576.62 566.03 5.86 2.00% 13+08.51 576.71
103 13+93.33 5.67 27.5 568.51 574.37 562.84 5.86 2.00% 13+83.32 574.46
. -.,,; -,_ -------
LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SEWER MAIN
MANHOLE 10 NUMBER
UPS OWi
6 TO 5
10 TO ,,
11 TO 12
'" TO 14
14 TO 7.J
1.1 TO 12
17 TO 16
18 TO 12
,10 TO EX.
5 TO EX.
12 TO EX.
UPS MH PIPE PIP! PIPE SLOPE LOCAnON OF MANHOLE (ADDRESS! '-'H RIM El. MH IM[RT MH OEPT1-I ~ sWi'ol NO. OF LINES
COORDINATES' UPSTREAM DOWNSTREAM (FEET) (FEET) THROUGH MH LENGTH 0/A. MATERIAL {FEET) DRP, SM
X y (FEET) (IN.) (X} ADDRESS OESCRIPnON ADDRESS DESCRIPOON UPS OWN UPS OWN UPS OWN UPS OWN UPS OWN
625966.J.6 1982905 . .J 176.1.J 8 PVC 9.00X CORTE BOSQUE CORTE BOSQUE 621.J> 606.88 610.9' 595."' 10.4.J 11.42 sro sro 1 2
6258516.5 1982429.0 22.J.96 8 PVC 2 . .J5X CORTE t.ANGOSTA CORTE t.ANGOSTA 584.5 579.57 575.8 570.~ 8.75 8.92 sro STD 1 2
62587.J4.0 1982.J81.6 251.51 8 PVC 4.27X CORTE t.ANGOSTA CORTE t.ANGOSTA 579.5 57.J.15 570.4 559_9, 9.08 1.J.20 sro STD 2 4
6258894.4 198J092. 1 J47 . .J7 8 PVC 1.69X CORTE t.ANGOSTA CORTE t.ANGOSTA 615.8 609.81 606.6 6uu.i:J9 9.17 8.92 s,u s,u 1 2
6259154.7 1982869.0 J02.07 8 PVC 6.86X CORTE t.ANGOSTA CORTE t.ANGOSTA 609.81 589.19 600.7 580.2, 9.08 8.92 STD STO 2 2
62592J8.4 1982594.2 J20.57 8 PVC 6 . .J8X CORTE t.ANGOSTA CORTE t.ANGOSTA 589.19 57.J.15 580. 11 559.9' 9,08 1.J.20 STD STO 2 4
6258668.1 1982804 . .J 269.24 8 PVC 5.00X SIT/0 SENDERO SIT/0 SENOERO 600.89 587.J2 591.61 578.#J 9,2.J 8.92 sro STD 1 2
6258876.7 19826J9.6 2J6.18 8 PVC 7.89X SIT/0 SENDERO CORTE t.ANGOSTA 587 . .1 57.J.15 578.2• 559.95 9.08 1J.20 sro STD 2 4
6259899.2 1982576.4 J70.09 8 PVC .J.45X CORTE PACIFICA N/A 594.2, N/A 585.J, 572~ N/A sro N/A 1 N/A
6259496.9 1982941. 1 80.14 8 PVC J.J5X CORTE BOSQUE N/A 606;] N/A 595.JI N/A 1.58 N/A sro STD 1 N/A
6258979 . .J 19824.J9.0 168.00 8 PVC 5.61X SIT/0 SENOERO N/A 57.J. 1 Nn, 559.7 N/A IR.85 N/A Sw N/A J N/A
LA.ST DOWNSTREAM MANHOLE COORDINATES ARE: 6258603. 1981279,2
CL (4)
LENGTH OF LATERAL
0~
sO~~
1.0' MIN.
(3) OR 2% MIN
DROP TO MAIN
(2)
1.0' MIN-SO
1.2' MIN (PER 8" MAIN)
TYPICAL LATERAL ELEVATION
NTS
NOTES:
PL
TC
(1)
DEPTH BELOW PL
5' MIN.
CONTRACTOR SHALL CONSTRUCT LATERALS WITH
PRESCRIBED SLOPE AND DROP TO MAIN.
BENCH MARK
~~
NO. C-4867
. 06-30·
..... , -V.W.D.
ENGINEER OF WORK
~k'~~ ONOLMARTIN
R.C.E. NO. 48670 EXP. 6/30/05
DWG NO.
Gft/.ir-ATE
VALLECITOS "AS BUILT" DESCRIPTION: l,f:S.C. & G.X. BRASS DISC STAMPED WATER DISTRICT KJ02., 1935" IN CONG. MON. ~ .. ~(Jatl _e;/41/4,,
Approved By:~r
LOCAnON: POINT LIES 8.5' EASTERLY OF EASTERN
BER/yl LINE ON RANCHO SANTA FE ROAD 1 JJ NORTHERLY OF El ECTRIC R §8(o?O EXP. &/3<,L_/:1.. DATE
T~ANSMISJION Lit:![ POU: .MARKED
Preston H. Lewis, P.E. " L2J01 I AND LIJB:?5 AND APPROXIMATELY 1.2 MILEf NORTHERLY REVIEWED BY: R.C.E. '." ''7, EXP. 12-31-06 OF THE INTERSECTION O RANCHO
Date:_(,,d? • ....-SANTA FE ROAD AND I.A COSTA AVENUE. ---,!'?/a,/✓., 1/..· b,,.7 ELEVATION: 5JJ.J9 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
NEIGHBORHOODS 2.3 & 2.4 NORTH
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC
PLANNING 10179 Hueooeken1 Street
ENGINEERll',IG San Diego, Ca 92121
APPROVED LLOYD HUBBS er
~~~ .if1..a;,la;r ?/10 .'7LM t"AS·Bt.1/LT" CITY ENGINEER CE ~XP 1273170 ' DATE -~ r
Oj/t.J/~ l'4..l--'I f"e..Vl<:e. ~ /o/Zf/or ,r,.,,;:::, OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: IZ '-""" CT 04-03 420-5 REVISION DESCRIPTION RVWD BY: _ .,u.n. / ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL
SURVEYING PH(8S8)558·4500· FX(858)55a-1414
R,\0457\~Eng\!MproveMents\North\0457io08.dwg[ 1935JMoy-09-2005,! ,V)W.D. W.O. 204-686 W.O. NO. 2352-101 V.W.0. 04-027
BIN:
)
0
<X> ~
9.
<X> ~
0
I
0,