HomeMy WebLinkAboutDWG 429-7D; CT 99-04-03; LA COSTA OAKS NORTH NEIGHBORHOODS 3.6 & 3.7; 01-06GENERAL NOTES
I. THIS Pl.AN SUPERSEDES ALL OTHER PLANS PRE:VIOUSLY APPROVE:D BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF Pl.ANS.
2. APPROVAL OF THIS PLAN DOE:S NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUT/.ON OF CONDITIONAL APPROVAi., CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED H£REON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIB!.E CHARGE SHALL
RE:VISE THE:SE Pl.ANS WHEN NON-CONFORMANCE: IS DISCOVERED.
J. CITY APPROVAL OF Pl.ANS DOE:S NOT RELIE'IE THE DEVELOPER OR ENGINEER-
OF -WORK FROM RE:SPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL Pl.AN REVISIONS SHALL
BE PROMPn.Y 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 INSUAANCE: MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF II ,000,000.00 FOR £A.CH OCCURRANCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF Cl.ASS V AS E:STABLISHED BY "BE:STS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINEO FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. RE:VISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DcADLINE: DATE OF THE:
IMPROVEMENT AGREEMENT.
7. ND 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 Tin.£ SHEU.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NG
SIGNED BY THE CITY ENGINEER.
9. THE: ORIGINAL DRAWING SHALL BE REVISED TO REFI..ECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
1 O. ACCE:SS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIME:$ DURING CONSTRUCTION.
I I. WHERE: TRENCHES ARE WITHIN CITY cASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) I.ABORATORY WORK SHEETS AND (C) COMPACTION
CURVE:S, SHALL BE SUBMITTED BY A PROFESSIONAL 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 COMPLUION OF FIELD TESTS. THE:
WRITTEN FIELD COMPACTION REPORT($) SHALL BE: IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRfCONSTRUCVON MEETING SHA/ L BE Hfl Q AT I/£ SIZF PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FDR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPE:CTS OF THE: WORK. THE: CONTRACTOR SHALL SCHEDULE THE: MEETING
THROUGH THE: PERMIT CLERK( 438-3B9 I) AT LEJ\ST FIVE(S) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAIi.ABLE PRIOR TO
SCHEDULING. · -
I J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE: BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 4JB-JB9 I .INSPECT/ON REQUESTS MUST BE: RECEIVED PRIOR TO 2:00 P.M.
ON IHE DAY B£FOR£ IHE INSPECTION 1$ NffDfQ INSPECTIONS WILL BE: MADE:
THE: NEXr 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: DEVEJ..OPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE:$, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGUI.ATIONS.
15. THE CONTRACTOR SHALL CONFORM TO I.ABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE: DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE: MADE:
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE: PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE: PREPARED FOR ALL TRENCHES FIVE FEU (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINE:ER AND/OR CONCE:RNED
AGENCY PRIOR TO EXCAVATION. IF THE Pl.AN VARIES FROM THE SHORING SYSTEM
STANDARDS FSl)lffl ISHE"O sr THf CONSTRUCT/ON SAffIY ORDfRS T/11 E a
CALIFORNIA ADMINISTRATIVE CODE, THE: Pl.AN SHALL BE PREPARED BY AN
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, DPERAVDNS WH I CEASE: IMM£DIA1FLY: AND THE:
PERMITTEE: WILL NOTIFY THE: CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE: PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE: CITY
ENGINEER TO DO SO,
17. ALL OPERATIONS CONDUCTED ON THE: SITE OR ADJACENT THERETO. INCLUDING
WARMING UP, REPAIR, ARR/VA~ OEPARTURE OR OPERATION OF TRUCKS,
cARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO cARTHMOV/NG OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS JS AVAILA/31.£ AT THE: ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE: SUBMITTED BY THE CONTRACTOR TO THE
CfTY ENGINEER FOR APPROVAL 7WO Fl.ILL WORKING DA)'.S PRIOR TO BEGINNING OF
WORK, THE: CONTRACTOR SHALL fJf RfSPONS/8LE FOR ANY Of/JRIS OR OMIAOE:
OCCURRING AL ONG I/£ HAUL RQLJ1F OR AQ.IACFNT STREFTS AS A RESUI T Qf IHE
GRADING OPERATION.
19. NO BLASTING SHALL BE: COMMENCED WITHOUT A CITY ENGINEE:R APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE: CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE: AVAILABLE:
RECORDS. ATTENTION IS CALLED TO THE: POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TD PROTECT THE: UTILITIES SHOWN ON THE: PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTlJRES NOT SHOWN.
21. THE: CONTRACTOR SHALL VERIFY THE: LOCATION OF ALL EXISTING FACILIT1ES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENn.Y
AHcAD OF THE: CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTL/AL LOCATIONS ARE IN CONFI..ICT WITH
THE PROPOSED WORK.
22. THE: CONTRACTOR SHALL NOT1FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NO\~ THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTAT1VE.
UNDERGROUND SERVICE ALERT (B00)422-4 I 33
SDG&E (800)660-7343
SBC (B00)892-012J
ADELPHIA COMMUNICATIONS (760)438-7741
COX COMMUNICATIONS (760)806-9809
CITY OF CARLSBAD (STREETS .t STORM DRAJN) (76D),fJ4-2980
VALLECITOS WATER DISTRICT (SEWE:R, WATER .t RECLAIMED WATER) (760)744-0460
HUNSAKER
STREET NOTES
I. 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 THE: 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 RE:VIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2' SJ§~fu1}1~i1Js. S~~i!f ~i7J~LEJ0AS ~0!:0~ ~~ ~ifN}~i:iRG~~UN?HE
"AS-BUILT'( PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ~LL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDER~f?OUND UTILITIE:S AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCf,PN OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM D/?,4)/il PIPE: SHALL BE: REINFORCED CONCRETE PIPE: WITH A MINIMUM
D-LOAD Olf, I ,JSO OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF
2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP.
FOR PRIVATE STORM DRAIN PIPE:$. UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 1 S FEU AND BACKFILLED WITH 3/ 4 • ROCK
PER SDRSD S-4 TYPE •c• AND PIPE: ME:ETS ASTM STANDARD JOJ4 FOR SDR JS
SOLID WALL PIPE.
S. WHE:RE AN EXISTING PIPE: LINE: IS 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 APPROVE:D BY THE CITY ENGINEER.
B. WHfilCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Tin.£ 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREU TREES SHALL BE: INSTALLED PER SECTION fV D.J OF THE: CITY
OF CARLSBAD LANDSCAPE: MANUAL.
B. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE: STREU WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG Ml 9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE: DISTURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE: PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
11. STREU LIGHTS PROPOSED BY THIS PLAN ARE PR/VA TE, THE PR/VA TE STREU LIGHTS
ARE OWNED AND OPERATED BY THE: HOA. PRIVATE MAINTENANCE RESPONSIBILITY
IS COVERED BY AN ENCROACHMENT PERMIT, PR 03-12.J.._
"DEC/ARATIQN QF RFSPONSIBI E CHARGE"
I HEREBY DECLARE THAT I AM THE: ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIEJLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS,
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
ENGINEER'S NOTES
I. NEITHER TH£ OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. TH£ CONTRACTOR SHALL DESIGN,
CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCA~
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, I.AWS AND REGUI.ATIONS.
CONTRACTOR HAS SOL£ AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE: OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONT/NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND. IND£MN/FY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNE:CTION WITH THE PERFORMANCE: OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE: SOLE NEGLIGENCE
OF THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE: WITH THESE PLANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRUAT/ON BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT (B5B) S5B-4SOO.
4. THE CON1RACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAJNST APPROVW PLANS,
PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK
THAT RESUI.IS FRO/I PROCEEDING USING INCORRECT STAKES THAT ARE: NOT VALIDA/l:D
BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCT/ON.
S. 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 81\GS, HAY BALES, TEMPORARY DES/LT/NG 81\SINS, DIKES,
SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND
ACCEPTED FOR MAINT£NANCE BY THE: OWNER.
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE: RECORDS. TO
TH£ B£ST OF OUR KNOWLEOG£, THERE AR£ NO OTHER EXISTING
UTILITIE:S EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERT1CAL 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 MEU EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DE:VIATIONS PRIOR TO ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCAT10N OF EXISTING UT1LITIES REQUIRE CHANGES TO TH£ DESIGN.
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 REPI.ACE: ITEMS REQUIRED TO REMAIN IN Pl.ACE: WHICH ARE:
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
ENGINEER'S NOTES (CONT,)
I 0. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOT1FY THE ENGINEER OF WORK
IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR.
I I . 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: £NG/NEER OF WORK
WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
ARE: CONSTRUCTED IN SUBSTANTIAL CONFORMANCE: WITT-I THE: LINES
AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS REQUIRED BY TH£ APPROVING AUTHORITY.
12. TH£ GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SU OF THESE: PLANS ONSITE AT ALL TIMES FOR USE: BY THE
ENGINEER OF WORK, SOILS ENGINEER AND THE CITY 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 CERTIFIED BY TH£ SUPERINTENDENT AS ACCURATE AND COMPLUE
UPON COMPLETION OF TT-IE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
I 3. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE: INCORPORATED
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPORT.
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS ANO TEES
IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD.
16. CONTRACTOR SHALL SUBMIT AN AS-BU,LT PLAN /NDICAT1NG ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE: POINTS PRIOR
TO ENERGIZING THE SYSTEM.
17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE:
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCUI.ATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE: REPORT
ON FILE: AT THE: OFFICE OF TH£ CITY £NG/NEER. ENGINEER IS NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE: SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REG/SJ'EREO ENGINEER RESPONSIBLE FOR
THE REVISIONS.
ENGINEER'S STORM DRAIN NOTES
I. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE:
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS, CURRENT AT me TIME OF
CONSTRUCT/ON. AS DIRECTED BY THE CfTY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
.J. THIS SIT OF PLANS.
4. RESOLUTION NO. 5020 DATED SEPT. 5, 2001, AND NO. 5022 DATED SEPT. 5. 2001.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC.
DATED AUGUST 3, 2001, AND UPDATED LETTERS DATED JUNE 14, 2005 AND JULY 20. 2005.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM EIR 98-07.
9. VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER &-SEWER.
10. STORMWATER MANAGEMENT PLAN FOR lA COSTA OAKS NEIGHBORHOODS 3.2 • .J.6 &-3.7
PREPARED BY HUNSAKER DATED JULY 25, 2005.
11. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF RECLAIMED WATER SYSTEMS. -
12. STORM WATER POLLUTION PREVENTION PLAN.
PREPARED BY: HUNSAK(R ,t ASSOCIATES , WDID NO. 9 .J7C.J.J5747, DATED MARCH 24,2005.
LEGEND
DESCRIPTION STD. DWG. SYMBOL QUANTITY
SUBDIVISION BOUNDARY
RIGHT OF WAY LINE
PROPERTY LINE
EASEMENT LINE
A.C. PAVING/BASE
5• TYPE G CURB &-GUTTER
8" TYPE 8-1 MEDIAN CURB
6" AC BERM
PEDESTRIAN RAMP TYPE ')I•
••G-2
••"C-6
••-c-5
••G-27
--------
CONCRETE SIDEWALK ••G-7, '*G-9, **G-10 [;:;.·;~•·:,~o.;.7/\ :•.• .. \,:,~~·.·1
PUBLIC smEa LIGHT 9,500 LUM (HPSV) ... E-1, ••E-2, ••M-21 o-0
smEa CENTERL/N(; MONUMENT @ ENERGY DISSIPATOR
EXISTING STORM DRAIN
.,M-10
D-41
19,850 S.F.
970 L.F.
BB L.F.
156 L.F.
5 £.A.
7,252 S.F.
2 E.A.
2 E.A.
-"· 1£.A.
THE: CITY OF CARLSBAD DOES NOT RELIEVE I.If, AS ENGINEER OF WORK, OF MY 8.
RESPONSIBILITIES FOR PROJECT DESIGN. WHERE: TRENCH£$ ARE ADJACENT TO FUTURE BUILDING SITES. A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY
TESTING TO CERTIFY THAT TRE,NCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT
ON FILE AT THE OFFICE OF THE CITY £NG/NEER. ENGINEER IS NOT
RESPONSIBLE: FOR USE: OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE: APPROVAL OF A REGISTERED ENGINE:ER RESPONSIBLE FOR
THE RE:VISIONS. 18" RCP STORM DRAIN
24• RCP STORM DRAIN
.JO" RCP STORM DRAIN
36" RCP STORM DRAIN
MOD. B C.O.
210 L.F.
119 L.F.
644 L.F.
45 L.F.
FIRM: HUNSAKER & ASSOC/A TES
ADDRE:SS: 1D 1 zg HUFNNFKfNS AVF
CITY. ST.: SAN DIEGO C.A
TELEPH~O: f85BLSS8-4500
BY: ~ ,.('{t,c,..~
R ONO L. MARTIN
P.E. NO.: RCE 48670
EXPIRATION DATE: _,6,,f..,3.,,0/uOL06'--------
DECLARATION OF ENGINEER OF WORK:
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 RE:SPONSIBLE
CHARGE FOR SUCH DE:SIGN. I UNDERSTAND AND ACKNOWLEDGE
THAT THE SIGNATURE OF THESE PLANS BY INFRASTRUCWRE
ENGINEER/NG CORP.. FOR THE: VALLECITOS WATER DISTRICT, IS A
RE:VIEW OF GENERAL COMPLIANCE WITH DISTRICT STANDARDS. THIS
APPROVAL IS NOT A DETERMINATION OF THE: TECHNICAL AD£QUACY
OR ACCURACY OF THE: DESIGN OF THE: IMPROVEME:NTS. SUCH
APPROVAL DOES NOT, THEREFORE, RELIE'IE ME OF MY RESPONSIBILITY
FOR TH DESIGN OF THE IMPROVEMENTS.
BY,~~~~<'~~~~-~--=='DATE, o1IW'c
RA ND L. MARTIN, R.C.E. 48670 EXP. 6/3D/061
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 397-IF, 368-2,2-B, 419-6A
OWNERS / PERMITTEES
REAL ESTATE COLLATERAL MANAGEMENT COMPANY.
A DEi.AWARE CORPORATION
/90J WRIGHT PLACE
SUIT/: 180
CARLSBAO, CA 92008
1760) 929-270/
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
223-032-01 AND 223-071-11
THE CALIFORNIA COO RD/NA TE INDEX OF THIS PROJECT IS
N 1978 £ 6268
BASIS OF BEARINGS
TC
GB
BVC
EVC
VP/
BC
EC
HP
LP n
DWY
FS
PRC
ST. cc
CB
PUE
THE: BASIS OF BEARINGS FOR THIS SURVEY /S THE CALIFORNIA COORDINATE SYSTEM -
198J, ZONE 117, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 198J (NADBJ}, GRID
BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COORDINATES ARE
PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTAEJL/SHED BY
RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO
COUNTY RECORDER ON FEBRUARY 8, 2002.
IE: N 04·55'39• W
REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN
TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION 147 IS
0.99993947. GRID DISTANCE -GROUND DISTANCE X COMBINED SCALE FACTOR.
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IOENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGAL£RT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT.·
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
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.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AfRIAL SURVEY
BY SAN-LO AERIAL SURVEYS (1-30-97) AND BY R.J. LUNG (5-11-04).
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
T,EGAL DESCRIPTION
2. STORM DRAIN PIPE:$ DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING
RESIN (RTR) COUPLING OR EQUAL FOR THE: E:NT/R£ REACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, CJ61, AND C44J.
3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEU PER SECOND
SHALL HA\lf A /IIN/1/U/I COVfR OF 1-1/2 INCH OVfR THE INVfRT R£JNFORCJNG STEEL
THE: CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE: fc = 5,000 PSI.
FOR VELOCITIES EXCEEDING JO FEET PER SECOND, USf fc = 6,000 PSI.
4. INLETS TO BE: STENCILED TO SATISFY SUSMP AND SWMP.
BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 29, IN TOWNSHIP 12
SOUTH, RANGE J WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT
THEREOF, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
LEGEND OF ABBREVIATIONS
TOP OF CURB RT
GRADE BREAK T
BEGIN VERTICAL CURVE L
END VERTICAL CURVE ~R
VERTICAL POINT OF INTERSECTION MVC
BEGIN CURVE CL
END CURVE
HIGH POINT aw
LOW POINT N. T.S.
fl.OW LINE CTB RP
DRIVEWAY EOP
FINISHED SURFACE
POINT OF REVERSE CURVE CDS
smEa RCP SD CENTER OF CUL-DE-SAC KNU
CURB
PUBLIC UTTLTIY AND ACCfSS fASfMfNT
RIGHT
LEFT
TOP OF WALL
POINT CURB RDURN
MODIFIED VERTICAL CURVE
CENTERLINE
BOTTOM OF WALL
NOT TO SCALE
CEMENT TREATED BASE
RADIUS POINT
EDGE OF PAVEMENT
CUL-DE-SAC STATIONING
REINFORCED CONCRETE PIPE
STORM DRAIN
KNUCKLE STATIONING
VALLECITOS WATER DISTRICT
STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS AND
EXTENSIONS OR ENLARGEMENT OF FACILITIES
The Owner of the project designated ___________________ _
hos reviewed District Ordinance No. 115. Adopted November
project:
IRl is not eligible for a reimbursement agreement.
D is eligible for a reimbursement agreement and:
D will execute an agreement with the District.
1RJ will not execute an agreement with the District.
Reimbursement agreemen::,/d
I. 1995 and agrees that the
t,...z1-«
~ LA__QODN
COSTA
VICINITY MAP
N rs
SHEET INDEX
NOTES AND LEGEND
KEY MAP AND SECTIONS
IMPROVEMENTS
F
MARCOS
II
ROJECT
TE
SHEU 1
SHEU 2 &-3
SHEU 4-6
CARLSB40 FIRE DEPARTMENT
REQUIREMENTS:
NUMBER OF F.H. 'S.l. F.A.DW11i/JD. G.P.M. OUT OF..l.F.H. 'S
CONCRETE CUT OFF WALL
PROPOSED MOD. CLEANOUT TYPE )1-4•
PROPOSED CATCH BASIN TYPe "F"
PROPOSED TYPE "8-I" CURB INLET
24 • CMP RISER
30" CMP RISER
36" CMP RISER
54• CMP RISER
SEWER MANHOLE, 4' I.D. W/J' DIA.
OPENING ck 3-PIECE LIO
SEWER STA 7/0N
EXIST/NC SEWER MAIN
••D-10
••s-10
••D-9
••D-7
••D-2
a• P. v.c. SEWER MAIN (SDR-35, GREEN) ··••s-12
PROPOSED 8" REC/AIMED WATER MAIN (B" PVC)(CMWD)
2• RW MANUAL AIR RELEASE (MAR)
EXIST/NC WATER LINE
PROPOSED WATER MAIN (12" DIP)
PROPOSED WATER MAIN (8" DIP)
f'i'ofo6E'.O IJ~ l-16JU (lo' Oif')
GATE VALVE
FIRE HYDRANT ASSEMBLY WITH MARKER
END CAP ASSEMBLY
1 • AIR VAC ASSEMBLY
2• AIR VAC ASSEMBLY
2• BLOW OFf' ASSEMBLY
THRUST BLOCKS
2" RW IRRIGATION SERVICE (CMWD)
BARRICADE
STREET SIGN (TYPE PER PLAN)
TRAFFIC SIGNAL
GUARDRAIL
••••W-17
,.,•W-17 ;.,.ie,.1u-n
,..,W-16
'"*W-4, W-5
••.,W-2
,.••W-15
"M-30
• CITY OF CARLSBAD/CMWD STANDARD DRAWING
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V.W.D. "AS-BUILT'
1 E.A.
3 E.A.
5 E.A.
2 /;,A.
, £.A.
1 E.A.
1 E.A.
1 E.A.
1 /;.A.
7 EA.
459 L.F.
507 L.F.
1 E.A.
Z..47 L.F.
110 L.F.
i1,o L...F
4 £.A.
2 £.A
.J £.A.
:3 £.A.
1 £.A.
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5 E.A.
2 £.A.
1 £.A.
.f £.A
22B LF
•• COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING CONTACT v.wo. r'Olf •.qs-.St;ILT"lt-9'!,S()An: _____ 1 {SIGNATURE) .,, AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS Signed by: ~I -
~ston H. Lewis, P.E.
R.C.E. 45927 Exp. 12/06
Date ••u VALLECITOS WATER DISTRICT SPECIFICATIONS
STANDARO DRAWINGS AND
1 ----~RA=Y~M~ON~D~L~M~A~RTl~N~---P.E. NO.: _4c,,Bc:6,c70,,__1
DISCIPLINE R.C.E. MY REGISTRATION EXPIRES: 6-J0-06
t---t----+----------+--+----j--------jt---, rsiim7 ~c_1_r_Y_o_F_c_A_R_1_s_B_A_D~ I sH6Errs I L_!_j ENGINEER/NG DEPARTMENT
IMPROVEMENT PLANS FOR:
VALLEC/TOS
WATER DISTRICT
BENCH MARK
DESCRIPT10N: ,,1.-s.c . .t G.X. BRASS DISC STAMPED
KJ02., 1935" IN CONC. MON.
"AS BUILT" IACOSTAOAKSNORIB DEVELOPER IMPROVEMENTS
__J.,.Y~J ~/z,7-7 NEIGHBORHOOD 3.6 & 3.7
ENGINEER OF WORK LOCATION: - -APPl>OVED LLOYD B. HUBBS '1r -r I & ASSOCIATES
SAN DIEGO, INC
PlANNlNG 10179 Huenn~kens Street:
E~GINEERl~G San Dir.go, (',.a 92121
Approved By. 4'44:,
~M1:7n1,a.-c ✓;:f;
RCE NO 48670 EXP. 6/30/06
POINT LIES 8.5' EASTERLY OF EASTERN BERi,' LINE ON RANCHO SANTA FE ROAD,
133 NORTHERLY OF ELECTRIC TRANSM/Si/ON LINE: POLE MARKED "n.23011 AND '71.13825" AND
APPROXIMATELY 1.2 MILES NORTHERLY
OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
RCE 1-tM,70 EXP. t,./30,08 DATE ,,,:.-. .. -...,-,? • --• •, IJ//3/04
i-;;=;:;;;~~;;;.--------------~;S/.;;.2~6.~:,!~'07~/?~t~dl~~t\~'~:4t'S~-,,5~W~l=:t;T::;':-;''77:-::::-::--:;::-:;:-:--:==-:---1,;=:-=+-;:,;:---h=;::;-f-;:;;;;~ CITY ENGINEERYRCE 2~•-u EXP 19 f"•'tll5",/ DATE
I REVIEWED BY: W<-~,t,:,, jeLJ-1 1\Rf:Vl<':e61::W~-l-lc\1,,."fUZ,:,.U:+,,,,~O!"r1 C,Z.1-D, rr. 1,ry.,g J.r/
~ ~ I I DATE INITIAL Dl",l,.ILJ "'HT(, DATE INITIAL DATE IN/Ti,4J. -=/....,_:.. ~....,, •<-~ /0 zo 07 REVISION DESCRIPTION
DWN er: -,,,,-..,..,.--I
CHKD BY: _,..,v_.<.. ~"..-#' I
R\IWD er: r-✓
PROJECT NO.
CT99-04-3
DRAWING NO.
429-7D SURVEYING PH(B58)55ll-4500· FX(858J558·1414 ELE:VATION: 533.39 NGVD 29 MSL /NSPE:CTOR Q DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
'
R•\0282\!.Eng\IMPR □VEMENTS\AVENIDA SDLEDAD\02B21A0Lowg[ 1275JFeb-08-2006•!5,::M/.O. No. 2352-1 JJ V. W.D. 205-686 f:
BIN •
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-1=1500' TO RANCHO SANTA FE/'··, / ~
AVEN!DA SOLEDAD INTERSECTION
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KEY MAPS
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\ . ./ PROJEC7'~
BOUNDARY,
\
__ PROJECT
BOUNDARY
40
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LEGEND
120
SUBDIVISION BOUNDARY
RIGHT OF WAY
--------
SHEU NO.
FIRE HYDRANT
PRNAT£ STREU LIGHT
STORM DRAIN
WATER LINE
SEWER LINE
@
[XX]
0--
===lill=
V.W.D. "AS-BUILT'
VALLECITOS WATER DISTRICT
I. ALL WATER AND SEWER LJNES SHALL 8£ INSTALLED ACCORDING TO THE CURRENT
STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MATERIAL UST OF THE VALLEC/TOS
WA7Eli' DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILJTIES.
2. WATER LINES SHALL-HAVE A MINIMUM COVER OF 36 INCHES. SEWER LJNES SHALL
HA VE A MINIMUM COVER OF 5 FEET.
J. CONTRACTOR SHALL NOTIFY TIit FOLLOWING AGtNCIES 48 HOURS PRIOR TD
CONSTRUCT/ON.
VALLECITOS WATER DISTRICT. ............................................... 1-760-744-0460
COX COMMUNICATIONS ......................................................... 1-800-227-2600
S.D.G.&:E ............................................................................... 1-800-227-2600
PACIFIC BELL ........................................................................ 1-800-227-2600
UNDtRGROUNO StRVICt ALERT. ........................................... 1-800-227-2600
4-. IT SHALL 8£ THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION
OF ALL SUBSTRUCnJRES. WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT
THEM FROM DAMAGE. THE ACTtblL LOCATION ANO DEPTH OF ALL EXISTING WATER ANO
SEWER LJNES IS TD BE VERIFIED BY THE CONTRACTOR ANO ANY DISCREPANCY IS TO
BE BROUGHT TD THE ATTENTION OF THE £NG/NEER OF WORK FOR CORRECTION AND
THEN SUBMITTED TO THE DISTRICT FOR APPROVAL.
5. NEITHER THE ENGINEER, OWNER NOR THE VALLEC!TDS WA7Eli' DISTRICT SHALL BE
RESPONSIBLE FOR THE ENFORCEMtNT OF SAFETY STANDARDS.
6. A PRECONSTRUCTION CONFERtNCE MEETING WITH VALLECITOS WA 7Eli' DISTRICT
PERSONNEL SHALL BE HELD A MINIMUM OF THREE (J) WORKING DA'rS PRIOR TO
CONSTRUCTION.
7. A SIGNED SU OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY
BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WA 7Eli' DISTRICT ENGINE£RING
DEPARTMENT.
8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE
REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO TH£ INSTALLATION OF SUCH
CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS.
9. IT SHALL BE THE RESPONS/8/LJTY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES
ON THE JOB SITE:. AN "AS-BUILT" RECORD OF ALL WA7Eli' AND SEWER MAINS ANO
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) BLUELJNE SUS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND
SEWER SYSTEM BEING PLACED INTO SERVICE, ANO A FINAL "AS-BUILT" MYI.AR AS A
CONDITION OF ACCEPTANCE OF THE WATER AND SEWER S'rSTEM.
I 0. ALL CONTRACTORS WORKING IN THE PUBLIC-RIGHTS-OF -WAY SHALL OBTAIN A
SEPARATE ENCROACHMF:NT 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, SUNDA 'IS, OR LEGAL HOLIDA 'rS WITHOUT THE EXPRESS
PERMISSION OF THE DISTRICT ENGINEER.
11. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE
RUN PF:RPF:NDICUlAR TO THE MAIN.
I 2. ALL WATER LJNES SHALL BE DUCTILE IRON PIPE:. CLASS 350, OR AS NOTED. ALL
FlmNGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN OR APPROVED BY THE
DISTRICT ENGINEER. ALL SEWER LJNES SHALL BE BELL ANO SPIGOT SDRJ5 Pl'C PIPE,
OR AS NOTED.
7 J. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING ANO NOT
AGAINST DISTRICT VAL \/ES.
14-. UPON CONNECTION OF THE NEW WA7Eli' S'rSTEM TO TH! EXISTING S'rSTEM, ALL
VALVES ON THE EXISTING ANO NEW S'rSTEM SHALL BE OPERATED ONLY BY DISTRICT
PERSONNEL. THE DEVELOPtR OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN
WRITING A MINIMUM OF 6 WORKING DA'rS PRIOR TO A PLANNED SHUTDOWN.
15. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL
ABANDONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, AND THE
CONNtCTION SEVERF:O. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE
REPLACED PRIOR TO ABANDONMtNT. RELOCATE F:XISTING SERVICES AS DIRECTED BY THE
DISTRICT £NG/NEER.
16. ALL SEWER LATERALS DAMAGF:D OR MODIFIED DURING CONSTRUCTION SHALL BE
REPAIRED IN FULL AS DIRF:CTED BY THE DISTRICT ENGINEER.
17. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM -FOOT (51 DEPTH (TD TOP
OF PIPE) AT PROPERTY LJNE AND SHALL BE CLEAR OF DRIVEWAl'S. ALL LATERALS
SHALL BE CLEARLY MARKED WITH AN "S" ON THE CURB ANO SHALL BE SHOWN ON
TIit "AS-BUILT" DRAWINGS.
18. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL
BE AIR PRESSURE TESTED, FLUSHED CLEAN USING THE "WAYNE" BALL METHOD, ANO
SHALL PASS A 5:J MANDREL THROUGH THE PIPE.
19. THE DISTRICT WILL NOT SUPPLY WATER OR SEWF:R SF:RVICE TO ANY PROJECT
UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMF:NT PLANS HA VE
BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE
DISTRICT BOARD OF DIRECTORS.
20. IF METERS ARE INSTALLED IN SIDEWALKS OR DRIVEWAYS, METER BOXES SHALL BF:
OVERSIZEO, PER DISTRICT STANDARD DRAWINGS AND APPROVED MATERIALS LIST.
21. RELOCATION OR EXTENSION OF ANY EXISTING WATER METER SHALL MEAN
INSTALLATION OF THE METER AT A LOCATION IN CONFORMANCE: WITH DISTRICT
SPECIFICATIONS AS DIRECTED BY THE DISTRICT ANO PERPENDICUlAR TO THE MAINLJNE
CONNECTION, UNLESS OTHERWISE:. NOTED. SF:RVICE LATERALS OTHER THAN COPPER
SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SAODI.ES OTHF:R THAN BRASS
SHALL ALSO BE REPLACED.
22. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCT/ON SHALL BE
REPLACED IN FULL WITH A COPPER SERVICE PER DISTRICT SPECIF/CATIONS AS DIRECTED
BY THE DISTRICT.
MM&RP NOTES
{DUST MITIGATION & RAPTOR NESTING)
PER 4. 10-6: TEMPORARY DESIL TING BASINS CAN ONLY BE REMOVED WHEN PERMANENT
EROSION CONTROL LANDSCAPING HAS BEEN ESTABUSHED TO THE POINT THAT DOWNSTREAM
EROSION AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS.
PER 4.4-24B: IF OCCUPIED RAPTOR NESTS AR£ PRESENT DURING GRADING AND
CONSTRIJCTION WHICH CREATES ADVERSE £FFECTS TO ACT/VE: RAPTOR NESTS, INCLUDING
NOISE LEVELS WHICH WOULD BE ABOVE:. 60d8(A) AT NESTING SITE, OPERATIONS SHALL
BE RESTRICTED TO 200 FEET FROM ANY ACTNE NEST.
PER 4. 9-4A: IN DISTURBED AREAS AND ON MANUFACTURED SLOPES, APPROVED GROUND
COVER SHALL BE REPLACED WITHIN JO DA 'rS FOLLOWING THF: COMPLETION OF
GRADING ACTIVITIES.
ENGINEER OF WORK
-/_~it:. ~~~
f{tVND L. 'ARTIN DATE R NO 48570 EXP. 5/J0/05
CONTACT r.wt>. FPR"'.'IS-/31/llT" /"I..Alt'S DATE
(SIGNATURE) ------
-----"RA""YM=O<eN:.eDc....s:L_Me,AA=T:,,,INc.._ ___ p .E. NO.: _48=67~0~_
MM&RP NOTES {CONT.)
{DUST MITIGATION & RAPTOR NESTING)
8: AREAS GRADED Fl.ATTER THAN 6:1 SHALL BE PLANTED WITH A COVER CROP OR COVERED WITH
JUTE MESH IN CONFORMANCE WITH SECTION E.J-1.2-2.1 OF TH£ CITY LANDSCAPE:. MANUAL
C: EXPOSED STOCKPILES (I.E. GRAVEL, SAND, AND DIRT) WITH 5:J OR GRtATER SILT CONTF:NT SHALL
BE ENCLOSED, COVERED, WATERED TWICE: DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS
ACCORDING TO MANUFACTURES' SPECIFICATIONS.
D: AREAS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE:. POTENTIAL FOR BLOWING DUST.
E: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WINO SPEEDS EXCE:£D
25 MPH AS M£ASURED AT THE OCtANSIDE STATION OF THE NATIONAL WEATHE:R SERVICE:..
IT SHALL BE THE RESPONSIBIUTY OF Tl-it GRADING CONTRACTOR TO ASCERTAIN AND RECORD
DAILY WIND SPEEDS DURING Tl-it GRADING PROCESS. T/-iESE RECORDS SHALL BE AVAILABLE
FOR INSPECTION BY THE PUBLIC WORKS INSPECTOR.
F: ALL TRUCKS HAULJNG DIRT, SANO, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVED
ROADS ARF: TO BE COVERED OR SHALL MAINTAIN AT LEAST TWO FEET OF FREEBOARD (I.E.,
MINIMUM VERTICAL DISTANCE BETWE£N TOP OF THE LOAD ANO T/-iE TOP OF Tl-iE TRAILER)
IN ACCORDANCE:. WITH T/-iE REQUIREMENTS OF THE CAUFORNIA VEHICLE CODE StCTION 23114.
G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED BY THE USE
OF WU-SUPPRESSION TECHNIQUES INCLUDING BUT NOT LJMfTED TO: MISTING SYSTEMS ALONG
THE CONVEYOR FEEDS FOR THE CRUSHER, WETTING OF STOCKPILES AND Cc.SSA TION OF
CRUSHER ACTIVITES WHEN WINO SPEEDS ARE IN EXCESS OF 25 MILES PER HOUR. WIND SPEED
ANO CRUSHER OP£RATION RECORDS SHALL BE KEPT IN ACCORDANCE WITH MITIGATION
MEASURE 4.9-4(£) ABOVE.
H: PAVED STREETS OFFS/TE SHALL BE SWEPT AT Tl-it END OF EACH WORKING DAY IF
VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC PAVEO ROADS (RECOMMENDED
WATER SWEF:PERS WITH RECLAIMED WATER).
/: ACTIVELY USEO UNPAVED ROADS, PARKING AREAS AND STAGING AREAS SHALL BE WATERED
THREE:. TIMtS DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE AREAS
ACCORDING TO MANUFACTURERS' SPECIF/CATION.
J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS.
K: CONSTRUCT/ON ROADS THAT HAVE A TRAFFIC VOLUME:. OF MORE THAN 50 DAILY TRIPS BY
CONSTRUCTION EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SH/'LL BE SURFACED
WITH GRAVEL OR OTHER OR OTHER MATERIALS TO REOUCt OUST.
L: CONSTRUCTION ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEET ONTO
THE PROJECT SITE.
MM&RP NOTES {GENERAL)
PER 4.4-2:J CONSTRUCTION STORAGE AND STAGING AREAS SHALL BE
LOCATED AS FAR FROM HCP/OMSP AR£AS AS POSSIBLE AND SHALL BE
KEPT FREE FROM TRASH AND OTHER WAST£ THAT M4Y ATTRACT
SCAVENGERS.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR /NSTALLA T/ON OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMtNT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION
(RIWA) MANUAL ON UNIFORM TRAFFIC CONTROL OEVICES {MUTCO) 2003 EDITION AS AMtNOED BY THE MUTCO 2003
CALJFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF), THESE
PlANS AND THE SPECIAL PROVISIONS.
:J. ALL SIGNING ANO STRIPING IS SUBJF:CT TO THE APPROVAL OF THE PUBLJC WORKS DIRECTOR OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
<f.. ANY DEVIATION FROM THESE SIGNING ANO STRIPING PlANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO
PUBLJC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIEW.
5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA T/ONS. STRIPING SHALL BE REPAINTED TWO WEEKS
AFTER INITW.. PAINTING.
6. ALL SIGNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS ANO SHALL USE ENCAPSULATED LENS
REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAi..).
7. PRIOR TO FINAL ACCEPTANCE OF STREU IMPROVEMF:NTS, ALL STREU STRIPING AND MARKINGS WITHIN A 500'
PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP LJMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE PRIOR TO INSTALlAT/ON.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES. MARKINGS AND PAVEMENT LEGENDS BY GRINDING.
DEBRIS SHALL BE PROMPTLY REMOVED BE THF: CONTRACTOR.
10. ALL PA VEMF:NT LEGF:NDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS.
1 I. LJMIT LJNES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LJNES, STOP BARS. PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL 8£
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
1:J. FIR£ HYDRANT PAVEMENT MARKF:RS SHALL CONFORM TO THE MUlCD 200:J EDITION AS AMENDED BY THE 200:J CALIFORNIA SUPPLEMENTAL ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
1 <f.. ALL MEDIAN NOSES AND Fl.ARES SHALL BE PAINTF:D YEl.LOW.
15. ALL SIGNS SHALL BF: STliNDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003
CALIFORNIA SUPPLEMF:NT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUAR£ PERFORATED STEEL nJB/NG WITH BREM.AWAY BASE PER SAN 0/EGO REGIONAL
STANDARD DRAWING M-45.
17. WHEN A SIGN IS ATTACHED TO A POLE. IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED
MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS RF:MOVED BY THE CONTRACTOR SHALL BE DELIVERED BY TH£ CONTRACTOR TO THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
19. ALL SIGNS SHOWN ON Tl/ES£ PlANS SHALL BE NEW SIGNS PROVIDED ANO INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPF:CIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
20. (IF NECESSARY) WHERE R.f.-7 SIGN ANO TYPE OM1-:J OBJECT MARKER ARE TD BE INSTALLED IN A 2-FOOT WIDF:
MEO/AN NOSE, THE R4-7 SIGN SHALL BE 18"X24" ANO THF: OM1-:J OBJECT MARKER SHALL BE 12"X12~
BENCH MARK "AS BUILT"
DESCRIPTION: U.S. C, <I' G.X. BRASS DISC STAMPED ib-::':~,';::. "KJ02., 19JS • IN CONC. MON. 8/lf/.,-, LOCATION: POINT LIES 8.5' tASTERLY OF EASTERN
BER¥ LINE ON RANCHO SANTA FE ROAD, DATE 7 J3 NORTHERLY OF ELECTRIC TRANSMISSION UN£ POLE MARKED
"TL2J011" ANO 7LIJ82S" AND REVIEWED BY: APPROXIMATELY 1.2 MILES NORTHERLY
OF THE INTERSECTION OF RANCHO -7,-: ~ •"; SANTA FE ROAD ANO LA COSTA AVENUE. 10J.10JQ"jl
ELEVATION: 5JJ.J9 NGVD 29 MSL INSPECTOR :-:, DATE
I S7ET I CITY OF CARLSBAD I SHeSI
ENC/NEERING DEPARTMENT
MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E. 120.....:=============;==~~ IMPROVEMF:NT PLANS FOR:
LA COSTA OAKS NORTH
DEVELOPER IMPROVEMENTS VALLECITOS
WATER DISTRICT
Approved By:~~
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC
PLANNING 10179 Huemekens Street
£NCJNEERING San Diego, Cl 92121
SURVEYING PHIB58)558-4500· FXIB58)SSll-1414
"1/ ;J_f1/07 lfl-M
DATE INITIAL
ENGINEER OF WORK
NEIGHBORHOOD 3.6 & 3.7
APPROVED LLOYD B. HUBBS&r
& ( ucrd. ~ 'I J,.,1/ .. ~
CITY ENGINEER~£~ EXEl~ZalZ05 T --DATE
13\ "/?$-/.3Wlt.T .. DWN BY: PROJECT NO. DRAWING NO.
DATE: INITIAL DATE INITIAL CHKD BY: fl c.• CT99-04-3 429-7D REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RvWD BY: ,1 I
• I
R,\0282\~Eng\lMPRDVEMENTS\AVENI DA S □LEDAD\0282:A02,dwg[ 1275JFekl-08-2006,J6,Q4 W.0. Na. 2352-1 JJ V. W.D. 205-686
BIN :
. ' I
L ___ _
1 o·
J9'
24'
TYPE "8-1"
MEDIAN CURB
PER R.S.D. G-6
J
6" TYPE "G• CURB /& GUTTER I --2"
74' R W
10'
5' 5'
35'
20'
SEE LANDSCAPE PLANS
FOR MEDIAN PLANTING
18'
EX. PAVEMENT
2!f --
10'
EX 7'
EASEMENT
5' 5' 5'
t·W "" 5' SIDEWALK
1 o·
5' 5'
12• DIP
WATER (VWD)
36" COVER (TYP)
• PVC
RW (CMWD)
48" COVER (TYP)
TT=6. 0
'f' = ELEVATION AS SHOWN ON CENTER UN[ PROFILE
AVENIDA SOLEDAD (PUBLIC)
(STA tt+OJ.00 TO STA 11+J2,18)
NOT TO SCALE
VARIES FROM 74' TO 60' R/W
VARIES FROM J9' TO JO' VARIES FROM 35' TO JO'
VARIES FROM 29' TO 20' VARIES FROM 25' TO 20'
6" TYPE "G" CURB
'•,~~ 2,r & GUTTER & GUTTER
~// ---Ir 2% 2%
PAVEMENT SECTION
TO BE DE TERM/NED
BASED ON "R" VALUES
(4" AC/6' AB MIN)
EX. 71
TRAIL E
10·
5' 5' 5' 2'
21: -
M'T
* ,,,
.,, (5• TYPE "G" CURB
,,i... ' C I ~ -
., .. ~~-
·5• ~IN/ ~
SIDEWALK 5" MIN. )
11' 4' 10'
10' PCC T,
. ,,
'¼~tr. '11, ,,
10'
5' 5'
12" DIP a• PVC WATER (VWD) a• PVC
35" COVER TYP RW (CMWD) S~W!c"R (VWD)
JO'
20'
48" COVER (TYP) 5 COVER (MIN)
TT=6.0
'f' = ELEVATION AS SHOWN ON CENTER UNE PROFILE
AVENIDA SOLEDAD (PUBLIC)
(STA 11+46.48 TO STA 11+78.64)
NOT TO SCALE
60' R/W
JO'
20'
PAVEMENT SECTION
TO BE DETERMINED
BASED ON "R" VALUES
( 4" AC/6" AB MIN)
EX. 7'
TRAIL [
1 O'
STREET LI;;;__,;
5' 5' 5' 2'
,._g' 6 • TYPE "G" CURB 6" TYPE "G" CURB ...l
' . 2!f --1111' 21' -
M'T
'W ,,, 2%_ I /& GUTTER & GUTTER ~
~-. !?' ·\ .. C' -.'.'T ~ . ,.,.
~
5" MIN.
,, ~
~~-r
5' S IDEWALK 1 1' 4' 10' 10' PCC
5• TYPE "G" CURB
& GUTTER
12" DIP B" PVC WATER (VWD) B" PVC
J6" COVER TYP RW (CMWD S[W!c"R ( VWD)
' ( ) 48" COVEJ (TYP) 5 COVER (MIN)
TT=6.0
'f' = ELEVATION AS SHOWN ON CENTER LINE PROFILE
AVENIDA SOLEDAD (PUBLIC)
(STA 11+78.54 TO STA 15+58.65)
NOT TO SCALE
PAVEMENT SECTION
TO BE DETERMINED
BASED ON "R" VALUES
( 4 • AC/6" AB MIN)
T, RAIL/SIDEWALK
POLYETHYLENE ENCASEMENT FOR
DUCTILE-IRON PIPE SYSTEMS
-61/
ONE LENGTH OF POLYETHY/.£NE TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT
FIGURE '· INSTALLATION METHOD A NOTES
4 . .J. I INSTALLATION, GENERAL BURIED DUCTILE-IRON PIPE. FITTINGS, VALi/ES, AND OTHER
APPURTENANCES SHALL BE INSTALLED WITH POLYITHYl.£NE ENCASEMENT PER ANSI/AWWA
C105/A21.S-9J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE. USE TUBE-FORM
POLYETHYLENE WITH BOTH ENDS SEALED AS TIGHTLY AS POSSIBLE WITH ADHESNE 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.J.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIPE
SHALL BE BY METHOD A
4 • .J.2. I METHOD A (REFER TO FIGURE I): CUT POLYETHYLENE TUBE TO A L£NGTH
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP
THE TUBE AROUND THE PIPE, CENTERING IT TO PROVIDE A I-FOOT (O.J m)
OVERLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION
FASHION LENGTHWISE UNTTL IT CLEARS THE PIPE ENDS.
-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 JOINTS
TO FACIUTATE INSTALLATION OF THE POLYETHYLENE TUBE.
AFTER ASSEMBUNG THE PIPE JOINT, MAKE THE 0\/ERLAP OF THE POLYETHYLENE
TUBE. PULL THE BUNCHED POL YITHYl.£NE FROM THE PRECEDING LENGTH OF
PIPE, SUP IT OVER THE END OF NEW LENGTH OF PIPE, AND SECURE IT IN PLACE.
THEN SUP THE £ND OF THE POLYETHYLENE FROM THE NEW PIPE SECTION OVER
T/-!E END OF THE FIRST WRAP UNTIL IT OVERLAPS Tl-![ 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 POL YITHYLENE SHALL BE REPAIRED
AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTTON
OF PIPE IN THE SAME MANNER.
4.J.S REPAIRS. REPAIR CUTS, TrARS, PUNCTURES, OR DAMAGE TO POL YITHYLENE 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.
V.W.D. "AS-BUILT' ---------i
----~RA~l'M=O"-N""D_L=.-'MAR="'T~IN'----P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-J0-~06~=-.:D:::lSC::::.:IP~U:::N.::E:.=::::R:::.C:::.!'=E.~
VALLECITOS
WATER DISTRICT
Approved By: ~ 4
Date: ___ Z--';--'r'----="''--"'------
ENGINEER OF WORK
'f?NJ#L~i:~-_yfi'L~
~O 48670 EXP. 6/J0/06 DATE
BENCH MARK
DESCRIPTION: U.S. C. & G.X. BRASS DISC STAMPED "K302., 1935" IN CONG. MON.
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN
ffl/1 J/;~~jf~L~H/t_E~f//J FE ROAD.
Tf/tfJ!f/fi'~ii1¥r_ 1 'JJ'fs•"%JffED
APPROXIMATELY 1.2 MILES NORTHERLY
OF THE INTERSECTION OF RANCHO S-WTA FE ROAD AND LA COSTA A VENUE.
£1-EVAT/ON: 533. 39 NGVD 29 MSL
"AS BUILT"
c7~J_
R'1-8<, 70 EXP. (,, /3ok,,9
RtVl[WED BY:
~~
INSP/:CTOR
1----+--+----------+---+--+--+--1 ~ CITY OF CARLSBAD I SHE,6ETS I ~ [NG/NEER/NC DEPARTMENT
HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
PLANNING 10179 Hue:mekenl Street
ENGINEERING San Diego, C:. 92121 DA TE INITIAL
SURVEYING PH(858)s504500• FX(858)550•141-4 ENGINEER OF WORK
DA/£ INITIAL DA/£ INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
LA COSTA OAKS NORTH
DEVELOPER IMPROVEMENTS
NEIGHBORHOOD 3.6 & 3.7
A'];ROVED LLOYD B. HUBBS ,$ t-·
~ .-;7 ve,--~ •~ _'//,•/oa,,
c1TY ENG1Ni:rrP"Rcit~G rxe12Za1 /05 'J., z~"'r--~o."'><1~~-E
OWNBY:_~~~
CHKD BY: ll5:r -/
RVWD BY: r, I
PROJECT NO.
CT99-04-3
DRAWING NO.
429-7D
R: \0282\&Eng\lMPROVEMENTS\AVENIDA SOLEDAD\0282JA03.dwg[ 1275]Feb-0B-2006: 16: 16 W.0. No. 2352-133 V. W.D. 205-686
BIN :
0 ~
WG')
0-l:i,,
'Tl I\J
0, (.0
I -.J
0
------,-..
,··_·· .-+. ·-f---+--+--+--+---+----l ---+--+ .•:4•
l J
I
2
J
□ I
2
3
4
5
6
7
8
9
1,
" I,
I,
14
1,
1,
I'
11
19
21
I ;
I
2
3
4
5
6
7
{ i
A
8
C
D
£
0
I
2
J
4
5
6
7
8
9
10
11
BEARING/DELTA
N 55•19'35• W
35·59'311•
N 19•20 •oo• W
BEARING/DELTA
91·55•50•
N 55•79'35• W
24•29'41•
24•29•41•
N 55•19'35• W
90·00·00·
N 55•19'36• W
JT08'05•
34•40'28"
N 55•19'35• W
90•00·00·
N 55•19'35• W
16'35'52"
14·10'25"
. 180"00'00"
N 55•19'35• W
180"00'00"
N 55•19'35• W
90·00·00·
90·00·00·
BEARING/DELTA
N 55"19'36• W
N 10·19'3t,• W
N 55·19'35• W
N 55·19'35• W
36"51 '37•
N J4•40'24• E:
N J4·40'24 • E:
CENTERUNE DATA
RADIUS LENGTH REMARKS
354.35'
330.0()' 207.J1'
38.J4'
CURB DATA
RADIUS LENGTH REMARKS I
35.0()' 56.17' 1,• Tr'P£ G C&G
49.16' 1,• TYPE: G C&G
30.0()' 12.83' Ii• Tr'PE G C&G
70.0()' 29.93' 5• TYPE G C&G
68.71' 1,• TYPE G C&G
30.00' 41.12' 5• TYPE: G C&G
21.00' 6• TYP£ G C&G
350.00' 226.8-1' 6• TYP£ G C&G
310.00' 181.61' 5• TYP£ G C&G
21.00' 5• TYP£ G C&G
30.00' .. 1.12• 5• TYP£ G C&G
68.71' 1,• TYP£ G C&G
10.00' 20.28' 1,• TYPE G C&G
50.00' 12.37' 1,• TYP£ G C&G
5.00' 15.71' B" TYPE B I CURB
29.18' B" TYPE B-1 CURB
5.00' 15.71' B" TYPE B-1 CURB
29.18' B" TYPE 8-I CURB
30.00' .. 7.12' 1,• TYP£ G C&G
30.00' .. 7.12' 1,• TYPE: G C&G
.
VWD WATER DATA
RADIUS LENGTH REMARKS
90.95' 12" DIP CL-350••
7.08' 12" DIP CL-350••
135.73' ✓ "" DIP' CL-350••
59.66 10• DIP CL-350,.
345.00' 221.95 > 19 • DIP CL-350••
4/J.Oo'\ s• ,,EJf; Cl -· l50,.
70.0/J s• DIP CL -350,.
•• WITH POI.. 'IUHYLENE: WRAP
P£R DITAIL ON SHEE:T 3
CMWD RECLAIMED WATER DATA
BEARING/DEL TA RADIUS LE:NGTH REMARKS
N 55·79'36• W 91.97' s• PVC
N 10·19'35• W 8.49' 8" PVC
N 55'19'36• W 135.73' s• PVC
N 55·19•35• W 59.66' s• PVC
35·12•54• 334.00' 211. ,,. s• PVC
STORM DRAIN DATA
BEARING/DEL TA RADIUS LENGTH REMARKS
N 34·40'24 • E: 9.52' 18" RCP 1350-D
N ss•19'J5• W 95.44' JO" RCP 1350-D
N ss•19'J5• W 93.01' JO" RCP IJ50-D
N 5S'19'J6• W 6.00' JO" RCP 1350-D
21'36'02" 315.0()' 118.76' JO" RCP IJ50-D
I J' 3/J '54 • 315.00' 75.13' JO" RCP IJ50-D
N 45'44'05" E: JJ.88' 18" RCP 1350-D•
N 5S'O!J'J9" £ 26.60' 18" RCP 1350-DA
N 55·3a'JO" £ 19.16' 18" RCP 1J50-D
6J'07'1J" 22.50' 24.79' 18" RCP IJ50-D
N 110•14'75• W 16.25' 18" RCP 1350-D
A SEE: ENGINEE:R'S STORM DRAIN NOTE N0.3 IN SHEE:T 1
• SE:E: SHEE:T 5 FOR STORM DRAIN PROFILE
{
I
2
3
/ ,I'
6
"
.
..
.... --···-. --··--··· · ·· 2
. . . .. ... --···· ······ -··-
-.
. B ' :·=:-'.:
----
..
•• ; ~ ·-1-=±=t=± •··•· r ,~··
.. : .·1 <l: ..
' .. -.... . .. ··-
_:_·_: __ : :.::. --=~= --------------------
_:·:_·_1 --_· i=+~,.
LEFT CURB TC= CL RIGHT CURB
TC= CL FROM STA 11+78.64 TO 15+68.6J
UNLESS OTHERWISE SHOWN 'f II~············ 1-::--1 __ :_lll_ .,;,.>1-'::~ij5:: .-.. -1----+---+-e--+-+-b±cc.±c==+c=l= UNLESS O RWISE SHOWN
· ·· c=====·•.c!c=.tc=t===L=l=±= t; · i=••·· ,.cc·· CCF=F=+=+=+=ci=F·'I
. ---------.. ----------------
.. ~-+--
- ----.... =--+-------------------------------------. ···· · 1;,; . . a· ........... b=+=.=··=··lcL· .~ .. ~ .. ~~:2!/:~~#L,h.c,,, .... d .... c" ... 4i' ------ ------------------------ ----------- --------
:·::: .:: : -§ ~
-------- - -
-;
· 12:1-r ·· ·
. "' ::: - : ·.: •. i--
---0, ... "' .
l'-~t=·Jl···.;1,,_,~: ..... 1,.. !ll.0·
----ti .... . ... . £2 J, (1
........ -........... , ..
-----
··· TOE +-+-+-+-.• +. JJ~-.-. ===·,;
.......... ······•·•····••·•••·•••••· .· 4
. ----------- -----------------. -----------......... -
--------------------
--, -... , ..
. -j __ _ . -i---
Yl= ···,'·· ..... t • ... . ... . •.•.•.•• ":P~ "'.• .. ••· ii=··e=~ :6 '=• ±cf?oir~f~ij """....,, ~H='H=••: r=,+.•~•=• .t==+==++H=r=t=+=i=t=i,!!.t,,;tt;..cf.s ... II. ;.o7:-sc .. :
~ ;:lf \5 t•""7=±=Ff=l=+=F ·."C .•
c±c~c±=±=tc-'F"~'t'l"lf'E'fri-3.8¥ t =·~·cci· =+=+C=F=~ == •••• •••••• .1
·~~~=t=f=f=f==i'=:=+"HOsl:~--'L ..••• ~~~
==="·· .+e==== 50~-ccc
·-·-··1·----I
EY. FR,OM RU.:RENCl{ QRAWJM<;S ....... --------------------. -.::r .... -,.-----i="."=~--;-----·-.. --
VERT. :
VWD SEWER DATA 11+00 12+00
BEARING/DELTA
N 55·19'35• W
N 55•19'35• W
N ,,2. 16'JJ• W
N · JU 2a -vw
1,..1 ~· ~·.c..-1-· e.
-1Ji,
RADIUS LENGTH REMARKS
-
JJ, ;~
0~
rl.l Cl
◄IS 1;
52.79' s• PVC SDR-35•
186.58' s• PVC SDR-35•
79.68' s•~ SDR-35• .,, 8.1.0() ~ 8" "' Sfm£35• ..._
i:::e:i.co' e,• f'.A:::. -,,q<:_-1:>6" ') .. ~ .. -
, ~ --
"'
2-11+14.fJ9 PCR
RANCHO SANrA FF ROAD
10+63.00~20.00'LT
R£MOVE: £XIST. END CAP ASSY .t
...,
' I '
.. ,...
-RANCHO SANTA FE ROAD
AND DWG, NO. 397-lF Q
PER DWG. NO. 368-2'<-i -;
•· , ;;; I -, ,; ,, .. do,
. E J I
CONNECT TO EXIST. WAlER(1L"OIP)
PER DWG 397-1F .t 368-2 I ·'
1Wb1"'"-LL IIJCUW,.;IC1J f' "-I IC e
~ -'.'. 10 , ..... 9~
R£MOVE: £XIS1. ENO CAP ASSY ~ CONNECT TO EXIST. RECLAIMED WA 7,
PER DWG 397-1F .t 368-2
TRAFRC SIGNAL PER DWG. NO. 397-1G
CL INT 10+00.00-
241 +09.50 RANCHO SANTA FF RD
9+73.0()
E.
11+00.00~
50+00. 00 SD
REMOVE: D(IST/NG RISE:R .t CONNE:CT TO E:XISTING SD PER DWG J6B-2 .t397-1F
10+62.95
E:X I
I
•
--·15,
-
==i,'i<~ c--+."' >-#ti?~ WG.
::I ifR 38WG~Tl/fN-
i1' ,, ..
rJ~fbN'ENTS ,
, .1 rn PER o 419-6A ·l r·;, i:I H ~ip Vl 'f'~TTEOAKS ., • 219_
t-·-·!ia liill --· ,@,<] -
iii I 1 ::Ii ~
RANCHO SANTA FE ROAD • J: <II
PF;R DWG. NO. 368-2 'i'
AND Dll'G. NO. 397-lF it; ~
V.W.D. "AS-BUILT'
CO//'T,11(.7 YWt>FtP-t·:l/s-t1U1tr" 1'£"1AIS DATE (SIGNATURE)
-RAYMOND L MARTIN P.E. NO.:
MY REGISTRATION EXPIRES: 6-JO 06 DISCIPUNE
48670
R.C.E:.
E:XISTING STORM LINE: ,l-RISER
g~
..; ill c:, •
.!~ -"'
PE:R Vilt.AG£ OAKS
TEMP RV SITE DWG. 419-6A
\208
'~ \\
BENCH MARK "AS BUILT"
.
. . . . ' . . . 1::;,; rRAJt. -
EASEMEl>lT PER
• 2004 8-'I
SEPT. 2.
NO. 04-
207
194
40 80 120 ----
SCALE 1 "= 40'
195
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLAI\NING 10179 f-iuennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(8S8)55tHSD0· FX(858)558-1414
~ CITY OF CARLSBAD I SH£6ITS I
t=====:::=====t=============================:::======t====!=====t===:::: l_±_j ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
VALLEC/TOS
WATER DISTRICT DE:SCRIPTION: 1,1_.S.C • .t G.X. BRASS DISC STAMPE:D
KJ02., 1935" IN CONC. MON. _ /
LA COSTA OAKS NORTH
DEVELOPER IMPROVEMENTS
NEIGHBORHOOD 3.6 & 3.7
ENGINEER OF WORK ;;i;-~ ~✓-i.d.-RAiFL~RTIN
RCE O 48670 EXP. 6/J0/06
Approved By: ~""4· ,
Date: ____ 'Z_~,-=r,=---=:.~.,.,'I:__ ____ _
LOCATION; PD/NT LIES 8.5' EASTERLY OF EASTERN ;i/2,t/2 7 , ~, ~ APPROVED LLOYD B. HUBBS I
7J!tfJ~/~~X0Lltin._/'Jl,~~-~ffE:D DATE 6'/!";, ~ 1 ;;,;::!,u::.:,~,IJA~ @ f(;GIN"'@4 fc:r~-6 ExeJ2/31 /05 DATE:
APPROX/MA TEL Y 1.2 MILES NORTHERLY REVIEWED BY:
OF TH£ /NTERSE:CT/ON OF RANCHO _.,.
SANTA FF ROAD AND I.A COSTA AVE:NUE. ~ r#oe
ELEVATION: 5JJ.J9 NGVD 29 MSL INSPECTOR
DAT£ INITII-L
£NGINITR OF WORK REVISION DESCRIPTION
R: \0282\i£ng\ll.4PROVEMENTS\AVENIDA SOLEDAD\02821A04.dwg[ 1275]Feb-OB-2006: 17:05 w.o. No. 2352-133 V.W.D. 205-686
8/N :
__ ,..,-
; ~s,1~6.
-----------r---
r-J--rc-r=l==b=t-=t-==cJ=cJ=ci---+---+-_-----+---~-'+' "· . : : : ,, "r'f0"rt::-r---~r-r-tcctct:P,-.:.R,:,:£::S.;:_SU=r?_;_:E:_;_Z::O:;NE:.=....:7:...:5;..:,=='1
STORM DRAIN DATA
0 B£AR/NG/DaTA RADIUS /£NGTH REMARKS
' N 19•20•00• W 146.79' 30• RCP
2 10·,, '36. 635.00' 112.97' 30• RCP
3 N 56'04'10• W 80.29' ts• RCP
4 N 48'22 '55• E 12.70' 24• RCP
5 J/'53'14· 45.00' 25.04' 24• RCP
6 N 16'00'18• E 17.00' 24• RCP
~ Sff ENGINffR'S STORM DRAIN NOTE N0.3 IN SH£IT 1
• WATf:RnGHT JOINTS
V.W.D. "AS-BUILT'
CO#r/1CT VWDEQ.R'cJ.S-8!.I/LT" Pt-1'/NS
(SIGNATURE) DATE
RAYMOND L MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPUNE R.C.£.
HUNSAKER
& ASSOCIATES
SAN OIECO, INC
PLANNING 10179 Hucnnrkcns St1eet
ENQNEERJNC San Dir>go, Ca 92121
SURVEYING PH(B58)558-4500· FX(858}558·1414
1350-D
1350-D~
1350-D~
1350-D•
1350-D•
1350-D•
ENGINEER OF
i~/Y~.t.. ~NDL MARTIN
RC NO 48670 EXP. 6/30/05
207
20' £ASE:MENT TO SDG&E:
Br DOC, REC. OCT. 20, 1958"""',..,..__
IN BOOK 7307, PAGE 304
OF OfflC/AL RECORDS
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HORIZ. : 1 "=40'
VERT. : 111 =81
40 0 40 BO 120 ~---1---1 I
15+65.42 • AVA , , SCALE 1"=40' ----~
PER \IWD -J '
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,----"."":'"."'."""'.""=-=------------T""-----------------,.--------.....;---------i---1--1-------------1 --1 --1 -1 --1 /MPROVEMENT PLANS FOR:
VALLECITOS BENCH MARK "AS Bl,JILT" LACOSTAOAKSNORTH WATER DISTRICT DESCRIPnoN: u.s.c. ,1: G.x. BRASS Disc STAMPED DEVEWPER IMPROVEMENTS
"K302 .• 1935• IN CONC. MON. £1. ! _ ___/ -,,( _ / NEIGHBORHOOD 3.6 & 3.7
LOCAnON: POINT LIES 8.5' EASTf:RL'r' OF £ASTERN ~/?(~ 67'!{P/O 7
Approved By. ~1,,-,t!~-='-----1Fj1'1 l/;%~H~'ti_~f~/{!'i-%~ FE ROAD, t",,/3()/0B DATE APPROVED LWYD B. HUf!BS?;
TRANSl./1~/0N Lll:IE POLE MARKED ~=~-EXP. ='--=,==-
'n23011 AND '71.13825• AND
APPROXIMATf:Lr 1.2 MILES NORTHERLr REVIEWED BY:
OF n-lE INTERSECOON OF RANCHO -r-r-"
SANTA FE ROAD AND LA COSTA AVENUE. /...:, r.,_
ELEVATION: 5JJ.39 NGVD 29 MSL
Dote: _____ Z._•___,_1__,_r:_-__,,'1='------;oJ:iof•..,
DATE
DAT£ INITIAL
INSPECTOR ENGINEER OF WORK
DATE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
R:\0282\&Eng\lWROVEMENTS\AVENIDA SOLEDAD\02821A05.dwg[ 1275]Feb-OB-2006: 17:07
EX
PROJECT NO.
CT99-04-3
DRAWING NO.
429-7D
w.o. No. 2352-133 V.W.D. 205-686
8/N :
.__.___
. .:-p-..
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NOTE:
ALL IMPROVDIENTS ALONG SAN cl.lJO ROAD AND
RANCHO SANTA FE ROAD Pl:R DWG. NO. 368-28.
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SEWER DATA
l 81':ARING/Dcl. TA RADIUS
1 N 89"14'46" E
PIANNING
ENGJNEERJNG
SURVEYING
HUN$AKER
& AS~OCIATES
SAN D1 1 EGO, l~C
10179 HuennJens Street
Sar, Diego. Cf 92121
PH{858)5.J8·4r00· FX(858)558·1414
LENGTH
30.12'
·----------------1 -
.. ------------------, ---------- ----····,
Rl:I.IARKS
8" PVC SDR-35•
'GRrrN
:::::.:.:·:::.::::::::::::=·:::::::::::=:: ::: ::::·::::.:::::::::::: =r ----------------------------------
' ----- --------
--+--+-: 1 ~ --=-. --c-•= __ j··=-lc=-ic=+_= __ = __ = ___ +_=_=_= ___ 4_=_4 ___ +14=j=:,;c•r+
------------ -----------
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+--+-------t
: : . -1::: : -
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••• ••I :I:::
.cc==f=""' C 1--+-i---t-•. --+----t---t-----t
c±cc±-c-,-l--j----t-
SAN ELIJO ROAD
PER CITY OP SAN MARCOS
DWG. NO.'S GP-2161 AND IP-451'7
-~SUBDIVISION
BOUNDARY
40 o 40 80 120 ====-
SCALE 1 "= 40'
RANCHO SANTA FE ROAD
PER DWG. NO. 368-2B V.W.D. "AS-BUILT'
;t1C pt_ NS ca.-vr. Tl'WD ;q, -!3/,/!LT" "' DATE" -yl'ofESS1o,,; (SIGNAi\JRE) ~ L, '1(1, RAYMOND L MARTIN P.E. NO.: 48670 ~q' CMl $,'I-
Of CALlf<:>~ !!>ll ,"i
u NO. 48670 m MY REGISTRATION EXPIRES: 6-30-06 DISCIPLINE R.C.E.
' O<P. 6/30/06 l
~ ~ ---• ,"r
-,~ OF c~~,~~ VALLECITOS BENCH MARK
WATER DISTRICT Dl:SCR/PTTON: U.S. C. .t G.X. BRASS DISC STAMPl:D "K302., 7935• IN CONC. MON.
POINT UES 8. 5' EASTEffL Y OF EASTERN LOCATTON: ENGINEER OF WORK ~& ...... BfRI/ UN£ ON RANCHO SANTA FE ROAD,
Approved By. 133 NORTHl:ffL Y OF cl.ECTR/C , TRANSMIS~/ON UNI: POLI: I.IARKl:D
~..t'lk~
'7L230 71 AND "7t 13825 • AND c:,2/1'/4, APPROXIMATELY 1.2 MILES NORTHl:ffLY 2-lf.,, OF THE INTERSl:CnDN OF RANCHO Date: SANTA FE ROAD AND lA COSTA A VfNUE. RAONDLMARTIN • DATE RCE NO 48670 EXP. 6/30/06 l:LEVATTON: 533.39 NGVD 29 MSL
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DATE
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INITIAL
£NGINITR OF WORK
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1\ R£v•ae <>roi<-t-1 Ol".A1u
REVISION DESCRIPTION
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DATE
\ y
\
INITIAL
DTHfR APPROVAL
__.--SUBDIVISION BOUNDARY
c,o+4e..w -e,o
CUTOFF WALL
Pl:R S-10
4-C'i"'lb.b7 -bO
l:NERGY D/SS!PATOR
Pl:R D-41
2 TON RIPRAP Pl:R 0-4 7:
W=6.15; L=8', T= 10.8'
FILTER BlAKU:
2• CRUSHl:D ROCK, T = 1 '
LOWD? LA Yf:R: SAND
40
HORIZ. :
VERT. :
a 40 80
SCALE 1"=40'
Issa I CITY OF CARLSBAD
!:NG/NEERING DEPARTMENT
IMPROVE:MENT PLANS FOR:
LA COSTA OAKS NORTH
1 "=40'
111 =8'
120
I SHsSI
DEVELOPER IMPROVEMENTS
NEIGHBORHOOD 3.6 & 3.7
APPROVl:D LLOYD B. HUBBS !if ~~.,_ & ~H!,~0. v"'"~i-'
CITY l:NGINC~RCI: ~==~~ F!<'P)2/31 /05 DATE
F/7AZ. ~ PROJECT NO. DRAWING NO. OWN BY: DAT< CHKD BY: 11~, ~-CT99-04-3 429-7D f/1 CITY APPROVAL RVWD BY:
L------~-----------------------------------------------------------------------------------------------==AR:~\\(Ol22B:821\\:iii11£n~g\\ll~MPl'IRO~\IVEE!MENDfTfSS;\\AAIVIEENNIIDA SOLEDAD\0282I A06.dwg[ 1275]Feb-09-2006: 16: 06 . ' w.o. No. 2352-133 V.W.D. 205-686
BIN :