HomeMy WebLinkAboutDWG 420-6D; CT 04-04; LA COSTA RIDGE NEIGHBORHOOD 2.5; 01-05GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSE/AD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSEIAD MUNICIPAL CODE, RESOLUTION OF CONDITJONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS TH£Y MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS WHfN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGJNEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED 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
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSEIAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRIT/NG THE POLICY MUST HAVE A RATING OF ';\-" OR ai:fffi'?
AND A SIZE CATEGORY OF CLASS V OR BWER AS ESTABLISHED BY "BESTS" K£Y
RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVE:MENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITJONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAJNTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF;
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL B[ SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT{$) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRFCONSTR(ICTION MUTING SHAii RF HEl D AT THF SJTF PRIOR TO THF
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WOR/<. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT {760) 4J8-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAJLABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2;00 P.M.
ON THF DAY RFFORF THF IN'if'FCUON IS NFFDFD 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 OAYS LATER.
0~
.14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAJNTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT£ AND F£0£RAL SAFETY AND HEALTH STANDARDS, LAWS ANO R£GULATJONS.
15. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAJL PLAN TO THE CITY ENGJN£ER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£
£XCAVATION OF SUCH TR£NCH OR TR£NCH£S OR DURING TH£ PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET {5') OR
MORE IN D£PTH AND APPROVED BY THE CITY £NG/NEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANQARQS FSIARI /SHED 8Y THF GQNSTRIIGVON SAFfTY ORDERS VT/ F 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAJR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPM£NT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7;00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OP£RATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
QCCIIRRING ALONG THF HAUL ROUTF OR A/1/ACFNT STRFFTS AS A RFSIII T OF THF
GRADING OP£RATION. .
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON TH£ CONSTRUCTION PLANS WERE OBTAJNED BY A SEARCH OF THE AVAJLABLE
RECORDS. ATTENTION JS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER £X/STING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL V£RJFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND ANO UNDERGROUND ) WITHIN THE PROJ£CT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT JS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACr.OR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE B£LOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOG&E (800)660-7343
PACIFIC BELL (800)892-0123
TIME WARNER CABLE {760)438-7741
COX COMMUNICATIONS {760)806-9809
CITY OF CARLSEIAD(STR£ETS ANO STORM DRAJN) (760)434-2980
tJTY OF CARLSBAD{SEWER,WATER & RECLAJMEO WATER) (760)438-2722
5AN DIEGUITO WATER DISTRICT {760)633-2650
'LEUCADIA WASTEWATER DISTRICT {760)753-0155
3/ALLECITOS WATER DISTRICT {760)744-0460
tlLIVENHAJN WATER DISTRICT {760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340
'AS APPROPRIATE
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
STREET NOTES ENGINEER'S NOTES ENGINEER'S NOTES (CONT.) WORK TO BE DONE
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL 8£ 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 UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4.
5.
6.
WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
STREET TREES SHALL BE INSTALLED PER SECTION JV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN TH£ STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M 19.
8. ALL SURVEY MONUMENTS AND POINTS THAT AR£ DISTURBED BY THIS WORK
, SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE
' PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY {CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
DECLARATION OF ENGINEER OF WORK:
1.
2.
3.
4.
5.
6.
NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS,
CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 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 JNSLIRE THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE JS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT (858) 558-4500.
THE CONTRACTOR SHALL VERIFY ALL STAK£S FOR ACCURACY AGAJNST APPROVED PLANS,
PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL R£WORK
THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT AR£ NOT VALIDATED
BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCT/ON.
THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO 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 SL/CH TIME THE PROJECT IS COMPLETED AND
ACCEPTED FOR MAINTENANCE BY THE OWNER.
THE EXISTENCE AND LOCATION OF UNDERGROUND LIT/LIT/ES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON 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 TD ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF £X/STING UTILITIES REQUIRE CHANGES TO THE DESIGN.
10.
11.
12.
13.
14.
15.
16.
17.
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.
THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO
BACKFILL/NG TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK
WITH A LEITER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS REQUIRED BY THE APPROVING AUTHORITY,
THE GENERAL CONTRACTOR /S REQUIRED TO KEEP ANO MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR LISE BY TH£
ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL
CONTRACTOR'S SUPERINTENDANT JS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECT/ON
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
TH£ SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPORT.
CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGL£ POINTS AND TEES
IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD.
CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES ANO SERVICE POINTS PRIOR
TO ENERGIZING THE SYST£M.
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULAT£0 HGL CAN 8£ FOUND IN THE APPROVED STORM DRAINAGE REPORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER JS NOT
RESPONSIBLE FOR USE OF TH£ HGL SHOWN HER£0N, BY OTH£RS, WH£N MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR
THE REVISIONS.
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3.
4.
5.
6.
7.
8.
9.
10.
12.
THIS SET OF PLANS.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DATED AUG. 27, 2001, UPDATED LETTER DATED APRIL 13, 2005
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-07
CITY OF CARLSBAD RESOLUTION NO. 5739 & 5740
VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
PREPARED BY; HUNSAKER & ASSOCIATES, DATE: 12/08/03.
STORM WATER MANAGEMENT PLAN (SWMP)
PREPARED BY; HUNSAKER & ASSOCIATES, DATE: 12/07/04.
CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSFORMATION,
DESCRIPTION
LEGEND
STD. DWG. SYMBOL
SUBDJVJSJON BOUNDARY
RIGHT OF WAY/LOT LINE
EASEMENT LIN£
A.G. PAVING/BASE
6" TYPE G CURB & GUTTER
CONCRETE SIDEWALK
DRIVEWAY
STREET LIGHT 9,500 LUM (HPSV)
G-2
G-7, G-9, G-10
GS-15
E-1*', E-2, M-21
------
<>----0
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS
SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING
STANDARDS AND PRACTICES. 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 THE SIGNATURE OF THESE PLANS BY
INFRASTRUCTURE ENGINEER/NG CORP., FOR THE VALLECITOS WATER
DISTRICT, IS A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT
STANDARDS. THIS APPROVAL JS NOT A DETERMINATION OF THE
TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE
IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME
OF MY O SPONSIBILTY FOR THE DESIGN OF THE IMPROVEMENTS.
7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND 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 THE SATISFACTION
OF THE APPROPRIATE AGENCY.
STORM DRAIN NOTES STREET SIGN, (TYPE PER PLAN) PER MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES SDM-102 -,,-
BY; x ~=-----DATE;HJl!:f/_ot.
. RTJN, R.C.E. 48670
J0/10
V.W.D. "AS-BU I Lr'
(SIGNATURE) DATE
RAYMOND L. MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6 30 10 DISCIPLINE R.C.E.
"DECLARATION OF RESPONSIBLE CHARGE"
8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS ENGJN£ER SHALL 8£ R£TAINED BY THE OWNER TO COMPLETE N£CESSARY
TESTING TO C£RTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE .
2.
VALLECITOS WATER DISTRICT
STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS
EXTENSIONS OR ENLARGEMENT OF FACILITIES
STORM DRAIN PIPES DESIGNATED AS HAVING TH£ HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE AMERON REINFORCED CONCRETE PIPE WITH REINFORCED
THERMOSETTING RESIN {RTR) COUPLING OR EQUAL FOR THE [NT/RE REACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C361, AND C443.
STORM DRAIN PIPES WITH V£LOCITIES EXCEEDING 20 FEET PER SECOND
SHALL HAVE A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STEEL.
THE CONCRETE DESIGN STRENGTH IN THESE REACH£$ SHALL BE le = 5,000 PSI.
FOR VELOCITJES £XCEEDING 30 F£ET PER S£COND, USE fc = 6,000 PSI.
AND
pQINS[fTIA
CITY OF
EX. DOUBLE STREET NAME
12" WHIT£ LIMIT LINE, "STOP" PAVEMENT LEGEND
PER CAL TRANS STD. PLANS A24E & A24D (THERMOPLASTIC)
STREET CENTERLINE MONUMENT M-10
EXISTING STORM DRAIN
STORM DRAIN (SIZE PER PLANS)
CURB INLET TYPE "8-1"
CLEANOUT TYPE "A-4"
CLEANOUT TYPE "8-5"
SIDEWALK· UNDERDRAIN
PROPOSED CATCH. BASIN TYPE "F"
0-2'*, DS-1
0-9
D-10
D-27
D-7
PROPOSED 8" PVC GREEN (SDR35) (V.W.D.) S-11'*', S-12'*'
PROPOSED SEWER MANHOLE "*S-3, ***S-4
+
------
~-------
--5--------
-s-0---
I HER£BY DECLARE THAT I AM THE ENGJN£ER OF WORK FOR THIS PROJECT, THAT I
HAV£ £XERCISED RESPONSIBLE CHARGE OVER TH£ D£SIGN OF TH£ PROJ£CT AS
DEFIN£D IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT
THE D£$/GN IS CONSISTENT WITH CURRENT STANDARDS.
THE OWNER OF THE PROJECT DESIGNATED LA COSTA RIDGE NEIGHBORHOOD 2.5 HAS REVIEWED DISTRICT
ORDINANCE NO. 115, ADOPTED NOVEMBER 1, 1995, AND AGREES THAT THE PROJECT;
·<> I
y~
SAN MARCOS
\I
SEWER LATERAL 4" PVC (SDR-35, GREEN OR WHITE) (V.W.D) "*5-4
EXISTING SEWER
EXISTING WATER LINE
-5
-----®
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE CITY OF CARLSEIAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM; HUNSAKER & ASSOCIATES
ADDRESS; 10179 HUENNEKENS AVE
IS NOT ELIGIBLE FOR A REIMBURSEMENT AGREEMENT.
IS ELIGIBLE FOR A REIMBURSEMENT AGREEMENT ANO;
WILL EXECUTE AN AGREEMENT WITH THE DISTRICT.
WILL NOT EXECUTE AN AGREEMENT WITH THE DISTRICT.
CITY, ST.; SAN DIEGO CA REIMBURSEMENT AGREEMENTS SHALL BE EXECUTED PRIOR TO FINAL ACCEPTANCE OF THE
APPLICANT'S PROJECT.
BY,_ . _.:::~:c...:...P'LAt,<L~==,:._-----""QA""TF'-"•ll/t..tloJ_
TELEPH~: fa8558-4500~
RAYMOND L. MARTIN
SIGNED BY; __ ~~~~/v~l=------
KEN GERDES
P.E. NO.; RC£ 48670
£XPJRATION DATE; ~6,;./..,,30.,l..!.1!<.o ________ _
SOURCE OF TOPOGRAPHY
R. J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, CA. 92680.
(714) 832-2077, AERIAL PHOTOGRAPHY FLOWN OCT. 25, 1999.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 200-2, 368-2, 205-3, AND 397-JB.
SAN DIEGO COUNTY DWG 2887-4.
PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
223-010-12, 223-010-19, 223-010-27, 223-010-29, 223-010-35, 223-010-37
223-021-09, 223-021-12. 223-021-16, 222-151-80, 222-470-23, 222-470-25
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS
N ____ -1u,;t_ ____ E 6268
s
OR THIS SURVEY IS THE CALIFORNIA COORDINATE
, 1991.35 EPOCH, NORTH AMERICAN DATUM OF
ING$ BETWEEN STATION VWD-3075 AND STATION
INATES ARE PUBLISHED IN THE CITY OF CARLSBAD
DATE
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CITY OF ENCINITAS
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TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
£ND VERTICAL CURVE
POINT OF INTERSECT/ON
BEGIN CURVE
£ND CURVE
HIGH POINT
LOW POINT
FLOW LINE
STREET
RIGHT
LEFT
TOP OF WALL
MODIFIED VERTICAL CURVE
PR aw
N.T.S.
CTB
RP
EOP
cos
RCP so
PRC
LA COSTA RIDGE
NEIGH. 2.5
PRESSURE REDUCING
BOTTOM OF WALL
NOT TO SCALE
PROPOSED B" 0.1.P. CL-350 WATER MAIN
1" AIR & VACUUM VALVE
2" BLOW-OFF ASSEMBLY
8" GATE VALVE
FIRE HYDRANT ASSEMBLY WITH MARKER
END CAP ASSEMBLY
W-17***
W-2***
W-1***
W-14***, W-16***
W-4-"**, W-5***
W-16***
1" WATER SERVICE W/ 5/8''x3/4" MITER W-6***
" AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
'" \'WO STANDARD DRAWINGS
VALLECITOS WATER DISTRICT
PRESSURE ZONE 670 CEMENT TREATED BASE
RADIUS POINT PUMP ZONE N/A EDGE OF PAVEMENT
CUL-DE-SAC VWQ NOTE; REINFORCED CONCRETE PIPE
STORM DRAIN NEW STREETS SHALL BE CONSTRUCTED
TO SUBGRADE PRIOR TO THE INSTALLATION POINT OF REVERSE CURVE OF THE PUBLIC WATER OR SEWER SYSTEM
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2" BO!
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ENGINEER OF WORK
~~ f2.
R~'1'0ND L. MARTIN
QUANTITY
46,581 SF
2,530 LF
12,865 SF
5,790 SF
4 EA
4 EA
2 EA
8 EA
741 LF
4 EA
3 EA
I EA
34 EA
2 EA
1,130 LF
10 EA
34 EA
1, /JO LF
3 EA
4 EA
2 EA
2 EA
2 EA
34 EA
11/4~2. DATE
OWNERS / PERMITTEES
CITY VENTURES, LLC
A DELAWARE COMPANY
2850 RED HILL AVE #200
SANTA ANA, CA 92075
(949) 251-8030
BASIS OF BEARING
THE BASIS OF BEARINGS F,
SYSTEM -1983, ZONE VJ
1983 (NAD8J), GRID BEAR
VWD-3085 AS SAID COORD
SURVEY CONTROL NETWOR
17271, FILED IN THE OFF/
FEBRUARY 8, 2002.
K ESTABLISHED BY RECORD OF SURVEY MAP NO.
CE OF THE SAN DIEGO COUNTY RECORDER ON
% 1
~
KNU KNUCKLE PCR POINT CURB RETURN R.C.E. NO. 48670 EXP. 6/30/10
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOTS 224, 225, 236 AND A
PORTION OF LOT 220, OF THE CITY OF CARLSBAD TRACT 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 THEREOF NO. 14838,
FILED IN THE OFFICE OF THE COUNTY RECORDER ON JULY
14, 2004.
OM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT
IE: N 04'55'39" W
REFERENCED BEARINGS FR
BE IN TERMS OF SAID SYS
VWD-3085 JS 0.99993947
COMBINED SCALE FACTOR.
TEM. THE COMBINED SCALE FACTOR AT STATION
0. GRID DISTANCE = GROUND DISTANCE X
ET INDEX
R SHEET
SHE
GOV£
KEY
STR£
IMPR
S£W£
MAP
ET SECTIONS & NOTES
OVEMENTS
R LATERAL TABLE
SHEET 1
SHEET 2
SHEET 2
SHEET 3 & 4
SHE£T 5
,.
~ ' ff:
0---''-,_J
f--; __,, -,..
1
' I P-
I' '?~QfESSto'Y. ..
'v ~I) L.~ '-1<
,,0 "' '1,rs <" I:' 'h
V) V: ---s. -U'." :Zz 5 NO. 48670 ~ ~
". EXP. 6/30//2 ;'
FIRE HYDRANT LAYOUT PLAN
,s,'4~ /',IV\1 ~'0-''r
(' OF CAL\~()
SCALE; /" = 500'
'
IMPORTANT NOTICE CARLSBAD FIRE DEPARTMENT
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIREMENTS: REQUIRES A DIGALERT IDENTIFICATION NUMBER BE NUMBER OF F.H. '$_2_~FLOW..12J!)G.P.~ OUT OLL F.H. 'S ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT: BLDG. SPRINKLED? YES __ Na..L F.FLOW __ G.P.M.
TOLL FREE 1-800-422-4133
VALLECITOS BENCH MARK "AS BUILT" DESCRIPTION: IJ..S.C. & G.X. BRASS DISC STAMPED WATER DISTRICT 'KJ02., 1935" IN CONG. MON. ~;t_t;iaef-'it/7/(r LOCATION: POINT LIES 8. 5' EASTERLY OF EASTERN
By:_~
BER/yl LINE ON RANCHO SANTA FE ROAD
133 NORTHERLY OF ELECTRIC DATE Approved TRANSM!S$,ION LINE POLE MARKED RCE 48&70 EXP. C:, /30//2
KEN GERDES "TL23017' AND "TL/3825" AND APPROXIMATELY 1.2 MILES NORTHERLY
REV~y-/C-/-,PO OF THE INTERSECTION OF RANCHO 9/;;/t1 Date: SANTA FE ROAD AND LA COSTA AVENUE. -,
ELEVATION; 533.39 NGVD 29 MSL ' INSPECTOR OATE
LT] CITY OF CARLSBAD I SH~ETS I .
ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR;
LA COSTA RIDGE NEIGHBORHOOD 2.5
PHASE II -LOTS 33-66
COVERSHEET
:::;;:.=x\/~1]£ER . Z . · gee 41M el?. ff,I, 11 , l.e,/.Jg_
DEP Y c1TY ENGINEER RCE 3.3.aa1 EXP. r!Aa71a DATE
9 &,-// RLM 11\ AS-St!JLT OWN BY: PROJECT NO. DRAWING NO.
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PLANNING 9707 Waples St,eet oo l()
() ' z/ 'I/ 'l.col_ ~ 'M. l...1,,~ DAT,E; INITIAL DATE INITIAL DATE INITIAL CHKD BY: [)12_ CT 04-04 420-6D TWO WORKING DAYS BEFORE YOU DIG '0 DATE REVISION DESCRIPTION RVWD BY: t MARSHAL ENGINEERING San Diego, Ca 9l12"1 V 0 ENGINEER or WOR OTHER APPROVAL CITY APPROVAL
SURVEYING PH(856)558-4500 · FX(858)558-14"14 / ,__ _________________________________________________________________________________________________________________________________ ..,... _______________ __,-------!&
V.W.D. W.O. 204-685 W.o. NO. 2352-100 V.W.D. 04-026
BIN:
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VALLECITOS WATER DISTRICT
1. ALL WATER AND SEWER LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT
STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITOS WATER
DISTRICT FOR THE CONSTRUCTION OF WATER AND 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 CONSTRUCTION.
VALLECITOS WATER DISTRICT. ..............................................• 1-760-744-0460
COX COMMUNICATIONS ......................................................... 1-800-227-2500
S.D.G.&E ........•...................................................................... 1-800-227-2600
PACIFIC BELL.. ...................................................................... 1-800-227-2600
UNDERGROUND SERVICE ALERT. ..........................•................ 1-800-227-2600
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL
SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE.
THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEWER 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. NEITHER THE ENGINEER, OWNER NOR THE VALLEC/TOS WATER DISTRICT SHALL BE
RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS.
6. A PRECONSTRUCTION CONFERENCE MEETING WITH VALLECITOS WATER DISTRICT PERSONNEL
SHALL BE HELO A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO CONSTRUCT/ON.
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCT/ON MAY BEGIN.
THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPARTMENT.
8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT 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 TIMES ON THE
JOB SITE, AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES
INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE
COMPLETION OF THE CONTRACT. THE NG/NEER SHALL PROVIDE TWO (2) BLUEL/NE SETS OF
"AS-BU/LTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO
SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND
SEWER SYSTEM.
10. ALL CONTRACTORS WORKING IN THE PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE
ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE ROPRIATE AGENCY. INSPECTION OF
ALL WORK IS REQUIRED. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED FOR
NSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS,
SUNDAYS, OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT ENGINEER.
11. CONTRACTOR SHALL POTHOLE (EXCAVATE AND EXPOSE) ALL UTILITIES ALONG
CONSTRUCT/ON EXCAVATION CORRIDOR AS SHOWN ON PLANS OR IDENTIFIED BY USA MARK-OUT.
THE POTHOLE INFORMATION (UTILITY SIZE, TYPE, LOCATION, ELEVATION, GRADE AND ALIGNMENT)
SHALL BE SUBMITTED TO VALLECITOS WATER DISTRICT PRIOR TO CONSTRUCTION. INN ADDITION,
POTENTIAL CONFLICTS WITH EXISTING UTILITIES, AS IDENTIFIED BY CONTRACTOR, SHALL BE
SUBMITTED PR/ORTO CONSTRUCTION. CONSEQUENCES OF CONTRACTOR FAILURE TO POTHOLE AND
PROVIDE INFORMATION TO DISTRICT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY AND
LIABILITY.
12. A BLASTING PLAN SHALL BE SUBMITTED FOR DISTRICT APPROVAL PRIOR TO THE USE OF
EXPLOSIVES NEAR DISTRICT FACILITIES.
13. NEW STREETS SHALL BE CONSTRUCTED TO SUB GRADE PRIOR TO INSTALLATION OF THE
PUBLIC WATER OR SEWER SYSTEM.
14. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, CLASS 350, OR AS NOTED. ALL FITTINGS
ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN OR APPROVED BY THE DISTRICT ENGINEER.
ALL SEWER LINES SHALL BE BELL AND SPIGOT SDR35 PVC PIPE, OR AS NOTED.
15. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST
DISTRICT VALVES.
16. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES
ON THE EXISTING AND NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL. THE
DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6
WORKING DAYS PRIOR TO A PLANNED SHUTDOWN.
17. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN
PERPENDICULAR TO THE MAIN.
18. THE MINIMUM SIZE FOR WATER SERVICES SHALL BE ONE-INCH (I"). ALL WATER
SERVICES SHALL BE MARKED WITH A "W" ON THE CURB AND SHALL BE SHOWN ON THE
"AS-BUILT" DRAWINGS.
19. PRESSURE REGULA TING VALVES SHALL BE INSTALLED BEFORE THE WATER METER FOR ALL
/NSTALLA TIONS WITH GREA TOR THAN 150 PSI. 1 " HIGH PRESSURE WATER SERVICES WILL
REQUIRE A #68 METER BOX.
20. ALL MATERIALS SHALL BE UTILIZED ONLY WITHIN THE PRESSURE RATING OF THE DEVICE.
21. ALL SEWER LATERALS SHALL BE CONSTRUCTED TO A MINIMUM -FOOT (5') DEPTH (TO TOP
OF PIPE) AT PROPERTY LINE AND SHALL BE CLEAR OF DRIVEWAYS. ALL LATERALS SHALL BE
CLEARLY MARKED WITH AN ·s· ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT"
DRAWINGS.
22. ALL ABANDONED SEWER LA TERA LS SHALL BE CAPPED AT THE PROPERTY LINE. ALL
ABANDONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, AND THE CONNECTION
SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO
ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER.
23. DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ACP PIPE WHICH
SHALL BE PERFORMED BY A CONTRACTOR REGISTERED BY CAL/OSHA AND CERTIFIED BY THE
STATE CONTRACTORS LICENSING BOARD FOR ASBESTOS REMOVAL.
24. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN
FULL WITH A COPPER SERVICE PER OISTR!CT SPECIFICATIONS AS DIRECTED BY THE DISTRICT.
25. RELOCATION OR EXTENSION OF ANY EXISTING WATER METER SHALL MEAN INSTALLATION OF
THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIF/CATIONS AS DIRECTED BY
THE DISTRICT AND PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED.
SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND
SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLACED.
26. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE AIR
PRESSURE TESTED, FLUSHED CLEAN USING THE "WAYNE" BALL METHOD, AND SHALL PASS A 5%
MANDREL THROUGH THE PIPE.
2 7. THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL
PROVISIONS OF THE DISTRICT STANDARDS ANO IMPROVEMENT PLANS HA VE BEEN MET, ANO FINAL
ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS.
PL If
I
I
PL
r-t-+--TYPICAL SWALE
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION I, AS
AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (JULY 2006
OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GR/NO/NG. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION I, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
7 8. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 78"X24" AND THE OMl-3
OBJECT MARKER SHALL BE 12"X12"
PO LYETHYLENE ENCASEMENT FOR
DUC TILE-IRON P IPE SYSTEMS
-69,
ONE LENGTH OF POLYETHYLENE TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT
FIGURE 1, INSTALLATION METHOD A
NOTES
4.3. 1 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVES, AND OTHER
APPURTENANCES SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA
C705/A21.5-93 STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM
POLYETHYLENE WITH BOTH END$ SEALED AS TIGHTLY AS POSSIBLE WITH ADHESIVE 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 BETWEEN THE POLYETHYLENE AND THE PIPE.
4.3.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIPE
SHALL BE BY METHOD A.
4.3.2. 1 METHOD A (REFER TO FIGURE 7 ): CUT POLYETHYLENE TUBE TO A LENGTH
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP
THE TUBE AROUND THE PIPE, CENTERING IT TO PROVIDE A I-FOOT (0.3 m)
OVERLAP ON EACH ADJACENT PIPE SECTION, 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 THE
PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINT$
TO FACILITATE INSTALLATION OF THE POLYETHYLENE TUBE.
AFTER ASSEMBLING THE PIPE JOINT, MAKE THE OVERLAP OF THE POLYETHYLENE
TUBE. PULL THE BUNCHED POLYETHYLENE FROM THE PRECEDING LENGTH OF
PIPE, SLIP IT OVER THE END OF NEW LENGTH OF PIPE, AND SECURE IT IN PLACE.
THEN SLIP THE END OF THE POLYETHYLENE FROM THE NEW PIPE SECTION OVER
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. TAKE UP THE SLACK
WIDTH AT THE TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARREL
OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS.
CUTS, TEARS, PUNCTURES, OR OTHER 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 THE SAME MANNER.
4.3.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLENE WITH
ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE CUT OPEN,
WRAPPED AROUND THE PIPE TO COVER THE DAMAGED AREA, AND SECURED IN PLACE.
I FUTURE DRAIN BOX Torr-r ::::=-=::::::·-::-:::::~=:::-· ..........,...=::· :--:~::::::::::::::::::::::~~~..c.::::::::::::e:::::-:::::~=-=-::::-~=:::c--::::;-.. t
coNNECT To SIDEWALK > 4.S-s«it.r PAvEME/Vr ,gECi/tJ/\lfl I ~
HUNSAKER
& ASSOCIATES
SIIN DIEGO, INC
PLANNING '1707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING Pl-t(858)5584500 · FX(858)558-1414
UNDERDRAIN PER PRECISE
_.--t-=c-iGRADING PLAN
RW
TYPICAL SIDEWALK UNDERDRAIN DETAIL
NTS
NOTE: EVERY LOT SHALL HAVE 1 DRIVEWAY, 7 WATER LATERAL, 1
SEWER LATERAL, AND I SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT' PLANS.
!Jli/0 AV£LLANA
SIT/0 AVELLA/VA
S/T/0 TOl?TdGA
'\ SITIO TtJ,f'T?f,{A
gTAT/ON
/.3-fOO TO J5+t,,I,,
/0-fOO TO /3rOO
/01'00 TL> /31'00
/3rOO TO /5-,.77
T /. AC/CL.ff SASE A'-Jt4l //£
5,0 4 --1-,." 41
5.o <f-,. I 4-" 40 . 5.0 4"/5" .2() j
5.o 4"/5" .23 ' ~
EGDE OF
GUTTER
5' OR L
SUBDIVISION -----------. ~ BOUNDARY '-
\
\
PER PLAN PER PLAN PER PLAN
• <O CURB ONLY
7.0'
1.5
' '
CURB FACE CURB FACE ...........
TRAFFIC CALMING DETAIL
NTS
120 0 12 0 240
SCALE 1'=120'
PRIVATE STREU LIGHT
R/W
56' GENERAL UTILITY EASEMENT=,==='=,
R/W
28' 28'
J'* 10' 18' 18' 3'*
MlN. Ml.
6' 5' 4 5' 5' 6"
LOT
235
360
\
\
25
\
\ \
\ \ \ \ ~-\
\ \
228 \\
I
I
71
~.,, SIDEWALK 6 • TYPE G CURB
AND GUTTER 2.0'
MY
~.f-AL
4" A.G. PAvf:MENT
AND 4" BASE (MIN.)
SEE STREET NOTE 1
2.0'
&EE ,"!S-.dt//L.T ,PAVEMENT
SECilt?#S l.3ELOW LEFT.
PRIVATE LOCAL STREET
2%
' 3' MINIMUM SUBACK TO HOA MAI/ITAIIIED SLOPE
OTHERWISE TOP /TOE IS AT RIGHT OF WAY LI/IE
SITIO AVELLANA AND SITIO TORTUG A
NOT TO SCALE
VALLECITOS
V.W.D. "AS-BUILT' WATER DISTRICT
(SIGNATURE) DATE
RAYMOND L. MARTIN P.E. NO.:
REGISTRATION EXPIRES: 6-30-10 DISCIPLINE
VWQ NOTE·
NEW STREETS SHALL BE CONSTRUCTED
TO SUBGRADE PRIOR TO THE INSTALLATION
OF THE PUBLIC WATER OR SEWER SYSTEM
48670
R.C.E.
~ Approved By: • KEN GERDES
Dote: 8-1-M
"/.. ,?,,// It' l-M I\ ,4 5,-Ba IL. r
DATE INITIAL
ENGINEER OF WOR REVI SIO N DESCRIPTION
LEGEND
SUBDIVISION BOUNDARY
RIGHT OF WAY
SHEET NO.
FIRE HYDRANT
PVT STREET LIGHT
STORM DRAIN
WATER LINE
SEWER LINE
---------
@
-I
Q--o
STREET SIGN --.,-
DSN (DOUBLE STREET NAME SIGN)
R1-7 (STOP SIGN)
WI 4-1 (DEAD END)
/ 1;/
/;/.// '/; I;
I /! I§
I I
II
PER DWG 420-6 W/4-2 (NO OUTLET) --, -, I I
1 i
1\
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I
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\
\
31 32
66
34 51
65
35 49 52 I
64 I I 1
KEY MAP ENGINEER OF WORK
~.J/~ae£ /~,/4,
O~D L t.4ARTIN 7 DATE
R.C.E. NO. 48670 EXP. 6/30/10
BENCH MARK "AS BUILT" DESCRIPTION: l.,j.S.C. & G.X BRASS DISC STAMPED
-~~~:b 'K302., 1935" IN CONG. MON. 9/--,/,, LOCATION: POINT LIES 8.5' EASTERLY OF V.STERN
BERM UN£ ON RANCHO SANTA FE ROAD
7 33' NORTHERLY OF cLECTRIC DATE TRANSMIS;i/0.N LI.NE POLE MAR.KEO
"TL23011 ' AND "TLI 3825" A.ND
APPROX/MA TEL Y 1.2 MILES NOR"c'-IERLY REA EO BY: OF TH£ INTERSECT/ON OF RANCHO 9/;1/11 SANTA FE ROAD AND LA COSTA AVENUE. ,er/4 ,'!1. ..
ELEVATION: 533. 39 .NGVD 29 MSL INSPECTOR DATE
I SH~ETS I I SH~ET I CITY OF CARLS BAD
ENGINEERING DEPARTMENT
PR/VAT[ ST.'/E[T & UTILITY IMPROV[M[NT PLANS FO.C/:
LA COSTA RIDGE NEIGHBORHOOD 2.5
PHASE TT -LOTS 33-66
KEY MA.P & SECTIONS
APPR~:J,D: Pp_~R I "-~ •. , , l1ll-4f 6 1' 3/3( // 1/JJ/-tO
DEPUTY CITY ENGINEER RCE 11081 EXP. h1'',()1 /I ~ ATE
OWN BY:
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 0 12-CT04-04 420-6D RVWD BY: OTHER APPROVAL CITY APPROVAL
r--(\J
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0
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,0
/ L------------------------------------------------------------------------------------------------------------------------;;-;-:;;--;,:--7;;-;::;---;:;;,;-;--;:-;:;;::-r-:::;-:::--::;-;:--~;-:;--:;-::::::-;-;-Ti;:;;::--;:::;-'iv',';;-I·°' V.W.D. W.0. 204-685 w.o. NO. 2352-100 V.W.D. 04-026
BIN:
---------. 1----------·. ····--------___ -
----------·
0
1
2
3
□ 1
2
3
4
5
6
7
8
9
( )
1
2
3
)
1
2
3
4
0
1
2
______ ==::::_:_:_:-__ --_=r:-:::1::= - ------------'------------___ ------------=t:::--:::::: ::::--,_:---------------------···-.) ______ -:: __
- -------
CENTERLINE DATA
BEARING/DELTA RADIUS LENGTH
N 36'30'00" E 227.22'
9·40•00· 800.00' 134.97'
N 25·50•00· E 190.71'
CURB DATA
BEARING/DELTA RADIUS LENGTH
208'11 '46" 38.00' 138.08'
N 64'41 '46" E 50.00'
28'11'46" 100.00' 49.21'
N 36'30'00" E 117.95'
9·40•00· 782.00' 131.94'
N 26'50'00" E 190.71'
N 25·50'00• E 190.71'
9·40•00· 818.00' 138.01'
N 36'30'00" E 227.22'
VWD WATER DATA
BEARING/DELTA RADIUS LENGTH
N 35·30'00• E 223.83'
811.00' 136.83'
N 26'50'00" E 185.71'
VWD SEWER DATA
BEARING/DELTA RADIUS LENGTH
N 35·30•00• E 129.73'
N 36'30'00" E 113.61'
N 31'40'00" E 134.81'
N 26'50'00" E 170.71'
10' PUBLIC TRAIL
PER FINAL MAP
REMARKS
REMARKS
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&G
TYPE G C&G
6" TYPE G C&G
REMARKS
8" DIP CL-350
8" DIP CL-350
8" DIP CL-350
REMARKS
8" PVC
8" PVC
8" PVC
8" PVC
PRIVATE STORM DRAIN DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 63'/0'00" W 3.25' 18" RCP 1350-0*
N 61'25'/3" W 29.26' 18" RCP 1350-0*
* WATERTIGHT JOINTS ALONG ENTIRE REACH
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
'f107 Waples Street
San Diego, Ca 92121
PH(358)558-4500 · FX(858)558-1414
10+00 11+00
IE "' 8
41 IE
"' 8 40
EXISTING STORM DRAIN
PER OWG 397-3\
39 IE
8 , IE ~ 0(0
. ' ..
\\
42
NOTE: 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'
44
(SIGNATURE)
RAYMOND L. MARTIN
DATE _____ _
P. E. NO.: _4-"8"'6"'7'-'0'---
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.£.
0,
"' ~ +
9 .
re
ri 0) ~ (Q
111 "'1t-
11, i-
45
12+00
38
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+
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37
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14+00
35
---------
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IE ·-" T
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-----1------1-------=-----· ·---.. ·-· .. --. .--
15+00
33
34
16+00
15+82.07-
30+00.00 so
TYPE 8-1 INLET
L=15'
15+88.68
-----
--------------
---·---·
---------
----------•-----1:-
:::::: ---- ----
VWD NOT£:
NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO TH£ INSTALLATION OF
THE PUBLIC WATER OR SEWER SYSTEM.
ENO SURFACE IMPROVEMENTS
REMOVE BARRICADE & MATCH EXISTING
PER DWG 397-3
I
I
I
I
I
29
z2+4o.,o
30
LIMIT LINE ANO PAVEMENT
LEGEND PER CALTRANS
STANDARD A240, A24E
40 0 40 80 120 -------
' SCALE 1 '= 40'
73+40.33 IE
COR/NTIA STREET It Ui\ '/. .· ,._."\,, .,j·~---S, •. : Sr--\~°' ~g~~ 1\\ \\1,,l,i,\11•,
1 ._. I\ --<.O + ::oz~ O'I I I. I ','/1 \ \S) _. -u+ 00 zO o:i
48
... +
IE
... + OQ
~ a a
... + <o ~ g 0
"'!Tl.., -""';,., · CORINTIA STREET -'1'~ .ii, i'?,!T\ ~ PER DWG 397-3
............ \\ f..><1-\Z
_V} l.000
31
~ ~o ~~~ ADD R1-1 SIGN
.._ ':\ 1 "'V\" ENGINEER OF WORK <o
<o ~~ i
~ DATE ~o \ ~:f.(~~ewf
49 IE .i R.C.E. NO. 48670 EXP. 6/30/10
ID.
.----V,-'.4-L-LE_C_/_TO-S---,----B=E=N:-:-C=H~M-:-'.A~R=K-:-----t----,-, A_S_B_U_I L-T-,, ------j
IA/A TC-R D/STR/CT DESCRIPTION: 1,1.S.C. & G.X. BRASS DISC STAMPED ~ 'A~ y y /-\ I C:..., I 1 'K 302.. 7 935., IN CONG MON.
LOCATION: PO/NT LIES 8 .5 ' EASTERLY OF EASTERN '4,.,.1_/ y -
BERM LINE ON RANCHO SANTA FE ROAD ~
7 33' NORTHERLY OF ELECTRIC / DATE Approved By:. ---''--"~~~~=------TRANSMISC/ON LINE POLE MARKED RC.I' 8<,, 70 --'TL2307 7" AND 'TL73825" AND EXP .
' 9-(,,-// ,{'I.M
DATE INITIAL
ENGINEER or WORI
KEN GERDES APPROXIMATEL Y 7 .2 MILES NORTHERLY REVIE:,-D., BY~ / ~
~/1-4-•~ .... ., --ELEVATION:
REVISION DESCRIPTION
OF THE INTERSECT/ON OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
533.39 NGVD 29 MSL
DATE INITIAL DATE INITIAL
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
I SH~ETS I
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE NEIGHBORHOOD 2.5
PHASE II -LOTS 33-66
5 IT10 A-JEL L.A N.A
APPRQ 'fd,.O:.Qfl)'/Q. f1 . .Jf3/.},1ER :I ,.,, : H ,1. 7 zt.. ~ flL,I; 413:7'! e,?. 3/Wf!_I
DEPUTY CITY ENGINEER RC, 33081 EXP. 0 ' "" Iii
DWN BY: ____ _ PROJECT NO.
CT 04-04
DRAWING NO.
420-6D OTHER APPROVAL CtTY APPROVAL
CHKD BY: ~012=--
RVWD BY:
V.W.D. W.0. 204-6851 w.o. NO . 2352-100 I V.W.D. 04-026
BIN:
....
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0 if,
0 0 (\J
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CENTERLINE DATA
0 BEARING/DEL TA RADIUS LENGTH REMARKS
1 47·47 '40• 200.00' 145.54'
2 N 33'35'00" E 95.23'
3 14·05'00· 1000.00· 245.80'
4 N 79·30•00· E 46.75'
5 12·15•00· 200.00' 42.76'
6 N 7'15'00" E 16.42'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 181"28'13" 38.00' 124.33' 6" TYPE G C&G
2 41'41'40" 218.00' 158.64' 6" TYPE G C&G
3 N 33'35'oo· E 95.23' 6" TYPE G C&G
4 14·05'00" 982.00' 241.38' 6" TYPE G C&G
5 N 19·30•00· E 46.75' 6" TYPE G C&G
6 12"15'00" 182.00' 38.91' 6" TYPE G C&G
7 N 7·75'00• E 16.42' 6" TYPE G C&G
8 N 1"15'oo· E 16.42' 6" TYPE G C&G
9 12·15•00· 278.00' 46.61' 6" TYPE G C&G
10 N 79·30'00· E 46.75' 6" TYPE G C&G
11 14'05'00" 7078.00' 250.22' 6" TYPE G C&G
12 N 33'35'00" E 77.85' 6" TYPE G C&G
13 49'09'53" 700.00' 85.87' 6" TYPE G C&G
14 N 15·34'53• W 50.00' 6" TYPE G C&G
VWD WATER DATA
( ) BE/JR/NG/DELTA RADIUS LENGTH REMARKS
7 41·41•40• 789.00'• 137.54' 8" DIP CL-350
2 N 33·35•00• E 95.23' 8" DIP CL-350
3 14·05•00· 1011.00· 248.50' 8" DIP CL-350
4 N 19·30•00• E 46.75' 8" DIP CL-350
5 12·15•00· 211.00· 45. 11· 8" DIP CL-350
6 N 7'15'00" E 11.42' 8" DIP CL-350
• • USE 9 PIPE LENGTHS
VWD SEWER DATA
) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 8'06'40" W 41.79' 8" PVC
2 N 12'44'10" E 13.58' 8" PVC
3 N 33'35'oo· E 132.02' 8" PVC
4 N 30·03•45• E 722.82' 8" PVC
5 N 22'03'01" E 169.51' 8" PVC
6 N 13'22'30" E 42.68' 8" PVC
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 37'25'74" W 43.55' 18" RCP 1350-0"
2 5·54•51• 90.00' 70.86' 78" RCP 1350-0"
3 N 24'30'23" W 29.14' 18" RCP 1350-0"
4 33·71 '02· 273.00' 141.95' 18" RCP 1350-D
5 N 33'35'oo· E 93.23' 18" RCP 1350-0
6 2·21·12· 987.00' 42.26' 18" RCP 1350-0
7 7 1 ·23•52• 987.00' 196.34' 18" RCP 7350-0"
8 N 19'30'00" E 46.75' 18" RCP 1350-0"
9 12·15•00· 787.00' 39.98' 18" RCP 7350-0"
10 N 7'15'00" E 7.42' 18" RCP 1350-D**
1 7 10'29'78" 45.00' 8.24' 18" RCP 1350-D••
12 N 84'/B'oo· E 17.24' 18" RCP 1350-D**
13 N 82·45•00· w 2.75' 18" RCP 1350-0*
14 N 82'45'00" W 28.75' 18" RCP 7350-0•
• WATERTIGHT JOINTS ALONG ENTIRE REACH
., SEE PROFILE FOR LOCATION OF WATERTIGHT JOINTS
9+96.84
2 4+17.60 MH NO 10
PER VWD 5-1
+55.64 SD EC
80+44.78 SD BC
80+00.00 SD
TYPE F CB OPEN 2 SIDES
10+01.84
END CAP ASSY W/ TB
HUNSAKER
I
\
\
& ASSOCIATES
SAIII DIECO, INC
PLANNING 9707 Waples Street
ENONEERINC San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)558-1414
I
\
72
10+00
' '
cYb ~-:~
r+"'
-<£> 0 "'"' -
~
1,i + c:, -
670 UNLE S OTHERWISE
SHOWN
11 +00 13+00 14+00
5 7 ff 56 ff <o :ii 55 ff
oi I:'! ~ -" ., <rj + " -+ ...
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+ + + [5 + + + !l. + + + + .,_ ~ (;j <3 c:, -~ --_, -~ -~d "' ~ -CJ.. -<> ----!l.
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a~ "'l + + -" <o <o "
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"' ff
59
NOTE: EVERY LOT SHALL HAVE 1 DRIVEWAY, 1 WATER LATERAL,
SEWER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUil T" PLANS.
V.W.D. "AS-BUILT"'
(SIGNATURE)
DATE
RAYMOND L. MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E.
53 ff
1:2 .,,:
C) .,_ ., -
s
4 w
7
n 5
11
s s
~ ;;i "-a " "' '6 <o ... ... .; " 1--o;i <o " I() 8 "' ~ gj .,.,_ " 0, + + + + + ., _, :2d ., ., ... -;!; ---1--ff -v:,
ff 63
SIT/O TORTUGA
52
~c VWD
; DIP VWD
M
s
o~ .. ,... .. + + °' -"' ,,
O)~~ "' 0 "" ocn ~ 64
HORIZ. :
VERT.
vwo NOTF·
1 "=40'
1 "=8'
ff 51 NEW STREETS SHALL BE CONSTRUCTED TO
SUBGRADE PRIOR TO THE INSTALLATION OF
THE PUBLIC WATER OR SEWER SYSTEM.
.. + "' ,,
"' 0
8
4
s
VALLECI TOS
WATER DISTRICT
Approved By:._-~c.,,,.:..=s,,u4.....,,.Jc..._ ____ _
' KEN GERDES
Date: ___ ~_,__/l_z_-~/-~_9~-------
40
~
0 40 80 120
____ ,'-----, ___ ~'
SCALE 1 '= 40'
LIMIT LINE ANO PAVEMENT
LEGEND PER CALTRANS
STANDARD A24D, A24E
DESCRIPTION:
LOCATION:
ELEVATION:
ENGI NEER OF WO RK
~,✓?~J 1/zs/42
OND L. MA RTIN DATE
R.C.E. NO. 48670 EXP. 6/30/10
BENCH MARK
IJ.S.C. & G.X. BRASS DISC STAMPED 2 'K302, 1935" IN CONG MON.
PO/NT LIES 8 5' EASTERLY OF EASTERN I ,A •y,
BERM LINE ON RANCHO SANTA FE ROAD I~
"AS BUILT "
~
6 /.so//2 DATE f,~l~l!,,9fl,t1f/}LJ,v~FP3Zfc7:J.~KED R"l l,;a1e ?CJ EXP.
"TL23077' AND "TL13825" AND 1--------------------1 APPROX/MA TEL Y 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
REVIEWED BY:
533.39 NGVD 29 MSL /)U/4 , .....
INSPECTOR • DATE
0------+---+-------------+---+---+---+------i I SH~ET I .c_1_r_Y_o_F_c_A_R_L_s_s_A_D~ I SH~ETS I
_ ENGI NEERING DEPARTMENT
1----+---+-------------------+-----+---+---+---1 1 PR/VATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE NEIGHBORHOOD 2.5
PHASE II -LOTS 33-66
SITIO TOR TUG-A STA. 9+96.84 TO 15+94.33
APPR9'.fjD: 0/1~01 A._/jAl.pER
1-----1----+----------------+---+--+---+-~ ...,, 411,k,. Y7.Js_~--,~04-~ 4/s,: 11 1/8/10
DEPLITY CITY ENGINEER RCF 33081 EXP. h ,,n<"/7 '",nc;--'+.~D'rAT='E=--
"f-{,,-// }i'L,<,1 /1\ l'iS-/.3U IL T
DATE INITIAL
ENGINEER OF WOR~ RE VI SION DE SCRIPTION
DWN BY,----I PROJECT NO. I DRAWING NO. DATE INITIAL DATE IN ITIAL CHKD BY: rg. >---~---+--~----, RVWD BY, CT 04-04 420-6D
OTHER APPROVAL CITY APPROVAL 1.-".'~~c'..=====J L---------~ L----~
"' (\J
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"' ... 0 / .... ------------------------------------------------------------------------------------------------------------------------------------------------------...----------..-----------,--------1°' \/.W.D. W.O. 204-685 W.O. NO. 2352-100 V.W.D. 04-026
BIN:
SEWER LATERAL & WATER SERVICE DA TA TABLE
LOT NO.
Street Station Length Lateral Depth Below Lateral Street Station
of Sewer Invert at Drop to of CB Elev. of Water Elev. At PL TC to IE Slope Lateral@ Main IE Main Lateral Sewer Lateral@ PLIE (1) (3) Curb (4) Curb
# # ft ft ft ft ft ft % #
33 15+65.57 416.91 4.37 28.00 421.84 427.70 5.86 2.00% 15+40.57
34 15+15.42 421.53 2.80 28.00 424.89 430.75 5.86 2.00% 15+05.42
35 14+41.30 428.35 2.43 28.00 431.34 437.20 5.86 200% 14+31.30
36 13+48.01 437.59 2.67 25.30 440.77 446.63 5.86 2.00% 13+37.42
37 12+70.38 445.74 2.88 27.40 449.17 45503 5.86 2.00% 12+58.77
38 11+90.96 454.05 2.96 28.00 457.57 463.43 5.86 200% 11+80.96
39 21+80.83 CDS 461.86 4.04 42.10 466.75 472.61 5.86 2.00% 21+74.51 CDS
40 21+26.78 CDS 465.18 3.35 67.10 469.88 475.74 5.86 2.00% 21+19.44 CDS
41 21 +68.12 CDS 465.76 5.59 56.20 472.48 478.34 5.86 2.00% 20+90.22 CDS
42 20+22.40 CDS 465.89 4.26 32.00 470.79 476.65 5.86 2.00% 21+41.50 CDS
43 10+68.13 463.68 3.96 28.00 468.20 474 06 5.86 2.00% 10+58.13
44 11+32.29 459.52 3.53 28.00 463.61 469.47 5.86 200% 11+22.29
45 12+05.09 452.58 2.85 28.00 455.99 461.85 5.86 2.00% 11+95.09
46 12+80. 71 444.65 2.87 29.20 448.11 453.97 5.86 2.00% 12+69.74
47 13+53.51 437.D:J. 2.62 30.50 440.24 446.10 5.86 2.00% 13+40.81
48 14+21.30 430.19 2.66 28.00 433.41 439.27 5.86 2.00% 14+11.30
49 14+94.00 423.50 2.32 28.00 426.38 432.24 5.86 2.00% 14+84.00
50 15+49.97 418.35 3.73 28.00 422.64 428.50 5.86 2.00% 15+21.02
51 15+53.96 399.00 1.69 26.90 406.13 411.99 5.86 20.20% 15+43.11
52 14+81.86 404.25 4.19 25.60 410.70 416.56 5.86 8.80% 14+70.83
53 13+90.57 411.96 4. 11 26.30 418.98 424.84 5.86 11.07% 13+81.96
54 13+04.73 420.15 2.65 26.10 427.48 433.34 5.86 17.93% 12+94.54
55 12+31.45 427.27 1.62 28.00 434.98 440.84 5.86 21.73% 12+21.45
56 11+66.94 432.45 3.27 28.00 440.67 446.53 5.86 17.67% 11+56.94
57 11+14.88 436.64 3.56 25.30 444 08 449.94 5.86 15.33% 10+98.98
58 10+58.04 439.66 3.71 27.20 446.98 452.84 5.86 13.27% 10+45.93
59 41+33.18 CDS 441.75 4.97 66.40 448.05 453.91 5.86 2.00% 41+21.47 CDS
60 42+20.07 CDS 435.42 8.34 35.13 444.47 450.33 5.86 2.00% 42+14.27 CDS
61 12+33.45 427.11 6.81 28.00 434.48 440.34 5.86 2.00% 12+23.45
62 13+13.30 419.30 6.58 29.80 426.48 432.34 5.86 2.00% 13+03.56
63 14+95.46 403.11 3.50 29.90 414.34 424.34 10.00 25.86% 13+ 77.47
64 14+60.30 / 406.07 5.61 30.90 412.30 418.16 5.86 2.00% 14+50.63
65 15+21.73 400.89 6.51 28.60 407.98 413.84 5.86 2.00% 14+92.73
66 15+ 72.08 398.28 6.63 28.50 405.48 411.34 5.86 2.00% 15+52.15
· VWD AS-BUILT
NAME DATE
R.C.E. NO. EXP.
TC@
Water
Lateral Remarks
(2)
ft
428.85
431.24
437.88
447.74
456.00
464.16
473.01
475.99
477.55
474.83
474.21
469.93
462.68
454.84
447.38
439.98
432.93
430.13
412.36
417.07
425.44
434.18
441.46
446.92
450.65
453.33
454.33
450.58
441.27
433.28
425.89
418.76
415.42
411.91
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(8S8)558-4500· FX(858)558-1414
Approved
CL (4)
LENGTH OF LATERAL
PL
TC
,-----------_,---
1.0' MIN.
% MIN
(3) OR 2
1.o' MIN-
DROP TO MAIN
(2)
1.2 MIN (PER 8" MAIN)
u so
TYPICAL SEWER LATERAL ELEVATION
NTS
NOTES:
(1)
DEPTH BELOW PL
5' MIN
CONTRACTOR SHALL CONSTRUCT LATERALS WITH
PRESCRIBED SLOPE AND DROP TO MAIN.
ENGINEER OF WORK
~~;?.G~4cutt 11/2~~J-
R.C.E. NO. 48670 EXP. 6/30/10
VALLECITOS
WATER DISTRICT
By: 7~~<""~""~?.4--._,,___ __
KEN GERDES
BENCH MARK " LT"
DESCRIPTION: lj.S.C. & G.X. BRASS DISC STAMPED ~ AS Bu I
'K302., 1935" IN CONG. MON. L
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN u· I ,./,Lfl U:--..
BERi;! LINE ON RANCHO SANTA FE ROAD --·LP\ v /U
133 NORTHERLY OF ELECTRIC ~~=~ /. TRANSMISC:ION LINE POLE MARKED RCE 1'-80 70 EXP. -""~=.3~tJ~//~:z, "TL23011" AND "TL/3825" AND
DATE
APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY:
Date.: ___ ,,_/.,_Z_-L/-"'-O""J~--------OF THE INTERSECTION OF RANCHO ~'?U
SANTA FE ROAD AND LA COSTA AVENUE. _ _L!.~~~'.'.:'.,._'::+~=---> • ELEVATION: 533.39 NGVD 29 MSL INSPECTOR 1 DATE 0-----+---+-------------t---+---+---t------;I SHSEET I CITY OF CARLSBAD I SH~ETS I
~==--====E=NG=IN=E=E=Rl=NG=D:::::EP=A=RT=M=E=NT==:::'.c'===~
1----1-----1-----------------+---+---+---+----I PRIVATE STREET & UTILITY IMPROV[M[NT PLANS FOR:
LA COSTA RIDGE NEIGHBORHOOD 2.5
PHASE II -LOTS 33-66
1fe/10 DATE 'l-ri,-1/ x'LM .i5,-;1~S~--B-l.t-~-i:'.-T-----------+----+---+--+-----1
OWN BY:_~--
1---D_AT_E~_IN_IT_IA~L+-~DA~T~E ~IN~IT~IA~L-1 CHKD BY, ~Ol?=---PROJECT NO.
CT 04-04
DRAWING NO. DATE INITIAL
ENGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 420-6D
R: \ 04 5 8 \ &E n9 \ I rip r o verie n -ts \PHASE 2 \0 4 58ib05 .cl w g []Nov -2 3-200 9: 09: 5 8 [V.W.D. W.0. 204-685[ W.0. NO. 2352-100 I V.W.D. 04-026 BIN:
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