HomeMy WebLinkAboutDWG 420-4C; CT 04-02; LA COSTA RIDGE ESTATES; 01-04GENERAL NOTES
1. THIS Pi.AN SUPERSEDfS AfL 07HER Pi.ANS PREVIOUSLY APPROVED BY THE' CITY
OF CARLSBAD RE'GARD/NG IMPROVEMEN1S SHOWN ON THIS SET OF Pi.ANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF Pl.ANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL Pl.AN REVISIONS SHALL
BE PROMPTLY SUBMITTED TD THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM JHE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TD PERMIT ISSUANCE:, A
CERTIFICATE: OF INSURANCE MUST 8[ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE P[RM/TT[['S POUCY IN JHE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRANCE OF LIAB/UTY. THE INSURANCE
COMPANY WRITING THE POUCY MUST ft.<\V£ A RATING OF "A" ANO A SIZE
CATEGORY OF CLASS VAS ESTABUSHED BY "EJ[STS" KEY RATING GUIDE
5. NO WORK Sft.<\LL BE COMMENCED UNTIL AfL PERMITS HAVE BffN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE: AGE.NC/ES.
6. REVISION OF THESE Pi.ANS MAY BE REQUIRED IF THE PROPOSE:D
IMPROVEMEN1S ARE NOT CONSfflUCTED PRIOR m THE DEADLINE DATE OF 1HE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WIJHOUT JHE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE: SHW or THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE:ING
SIGNE:D BY THE CITY ENGINffR.
9. THE ORIGINAL DRAWING Sft.<\LL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEE:R-Of-WORK PRIOR TO FINAL ACCEPTANCE: OF THE WORK BY THE
Cf TY.
10. ACCESS FOR FIR£ AND OTHER EMERGENCY VE:H/CLES Sft.<\LL BE MAINTAINED ro
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TTl[NCHE:S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISE:D OF:
(A) SUMMARY SHEET, (BJ i.ABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTE:D BY A PROFESSIONAL ENGINE:ER OF THE STAT[ OF
CAIJFORNIA, PRINCIPALLY DOING EIUS/11[5S IN TH[ FIELD OF APPUED SOILS
M£CI/ANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DA\'S OF COMPI.EJION OF REW TESTS. THE
WRITTEN REW COMPACTION REPORT(S) SHALL B[ IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSP[CTOR UPON COMPLETION OF THE FIELD TE:S1S.
12. A PRECQNSTRUC110N MEEllNG SHALi BE HEID AT M SUE PRIOR m THE
BEGINNING OF WORK AND SHALL BE: ATTE:NDED BY ALL REPRESENTATNES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS Of THf WORK. THE CONTRAClVR SHALL SCHEDULE THE MEETING
THROUGH THE PE:RMIT CLfRK(4JB-J6J4) AT LEAST FIVE:(5) WORKING DAYS PRIOR
TD STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDUUNG.
13. ALL INSPEC110N REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING TH£ [NGINffRING 24-HOUR INSP[CTION REQUEST LIN[ AT
(750) 438-3891.INSPECTION R[QUES1S MUST B[ R[CEIVE:D PRIOR TD 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL Bf MADE
THE NE)(f WORK DAY UNLESS YOU REQUEST OTf/tRWIS[. REQUfSIS MADE AFTER
2:00 ,0 .M. WILL BE SCH£DULED FOR TWO FULL WORK DAYS LATE:R.
14. THE OWN£R AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRAClVR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE: AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND R[GUIATIONS.
15. JHE CONTRACTOR Sft.<\LL CONFORM TO LABOR CODE SECTION 6705 EIY SUBMITTING
A DETAIL Pi.AN TO JHE CITY ENG/NEEF/ AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD[
Of WORKfR PROTE:CTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH mENCH OR TTIENCHES OR DURING THE PIPE INSTALLA110N
TH[REIN. THIS' PIAN MUST BE PREPARED FOR ALL mENCHES FIVE: FEET (5') OR
MORE IN DE:PTH AND APPROVE:D BY TH[ CITY £NG/NEER AND/OR CONCE:RNEO
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARD$ WRf /SHFO BY THE J;DNSTRJJCTIDN SAFETY ORDERS rm f B
C<JJFORNIA ADMINISTRAnVE COD£ THE Pi.AN SHALL BE: PREPARED BY AN
[NG/NEER AT THE CONTRACTORS EXPENSE:. A COPY Of TH[ OSHA EXCAVATION
PfRMIT MUST BE SUBMITTED 7V TH[ INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURC[S ARE DISCOVERED WIJHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERA110NS WILL CEASE: IMMEDIATE:LY, AND THE
PERMITTE£ WILL NOTIFY THE CITY ENGINEfR. OPERATIONS WILL NOT RESTART
UN11L THE PERMITTtE HAS RECEIVED WRITTEN AUTHORITY FROM TH[ CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON TH[ SIT[ OR ADJAC£NT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARJHMOVING EQUIPMENT, CONSfflUCTION EQUIPM[NT AND ANY OTHER ASSOCIATED
GRN!ING EQUIPMENT SHALL 8£ UM/TED TO THE P£RIOD BETWEEN 7:00 AM. AND
SUNSET EACH DAY, MONDAY THRU FRI/JAY AND NO EARTHMOVING OR GRN!ING.
OPERATIONS Sft.<\LL BE CONOUCTE:D ON WEEl(fNDS OR HOUDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE [NG/NEERING DtPARTMENT COUNTE:R.)
18. ALL OFF-SIT[ HAUL ROUTl:S SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£
CITY l;NGINEER FOR APPROVAL TWO FULL WORKING QA)'.S ffl/QR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING Ai ONG THE HAUL ROUTE QR AQJACOO: STREUS AS A RfSULT OF THE
GRADING OPERATION.
19. NO BLASTING Sft.<\LL B[ COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE: AND LOCATION OF UTIUTY STRUCTURES AND FACJLITl[S SHOWN
ON THE CONSTRUCT/ON Pi.ANS WERE OBTAINED BY A SEARCH OF JH[ AVAILABLE
RECORDS. ATTENTION IS CALLE:D TO THE POSSIBLE EXISTE:NCE OF OJHER
UTIUTY FACILITIES OR smUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE: Pi.ANS. JHE CONTRACTOR IS REQUIRE:D TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTIU11ES SHOWN ON THE Pi.ANS AND
'!IY OTHE:R EXIS11NG FACILITIES OR STRUCTURE:S NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES
(ABOVEGROUND AND UND[RGROUND) WITHIN THE PROJ[CT SIT[ SUfflCIENn.Y
AHEAD OF THE CONSTRUCTION TO PERM/T THE REVISIONS OF THE CONSIRUC710N
PLANS IF IT IS FOUND 'THAT THE ACTUAL LOC.AnONS ARE IN CONFLICT WITH
THE PROPOS£D WORK.
22. TH[ CONTRACTOR SHALL NOTIFY AFFECTED UT/UTY COMPANIES (Sff BELOW) AT
LEAST 1WO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEA/f THEIR
FACIUTf£S AI/Q SHALL COORDINATE: WORK WITH A COMPANY RE:PRESENTATM:.
SDG&f
UNDERGROUND SERVICE ALERT
PACIFIC BELL
COX COMMUNICATIONS
DANIELS CABLEVISION
ADELPHIA CABLE COMMUNICATIONS
CITY Of CARLSBAD(STREE1S AND STORM DRAIN) .
'cARLSBAD MUNICIPAL WATE:R DISTRICT(IVAT£R,SEVIEl1,RW)
'SAN DIEGUITO WATE:R DISTTIICT
*LEUCADIA WASTE:WATE:R DISTRICT
'VALL[CITOS WATE:R DISTRICT
"OUVE:NHAIN WATE:R DISTRICT
* BUENA SANITATION DISTRICT
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PlANNlNG 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4S00· FX(856)558·1414
(760)480-7647
f -800-422-41 JJ
1-800-892-0123
(760)806-9809
(760)438-5241
(760)4J8-7741
(760)438-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6486
(760)726-1340
'AS APPROPRIA'/E
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TE:S1S .ft.<\Vf BEEN CONDUCTED BY A PROFESSIONAL ENG/NffR OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE Fl[LD OF APPLIED
SOIL MECHANICS,ON THE PREPAREI) BASEMENT SOIL JHE "R" VALUE TESTS
AND THE tNGIN£ER[D STRUCWRAL SECTION MUST BE SUBM/TTfD TO TH£
ENGINEERING INSP[CTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK B[G/NS.
2. STREET UGH1S SHALL BE INSTALLED AS SHOWN ON THESE: Pi.ANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINIS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL 8[
ALLOWED. ALL WM/NA/RES Sft.<\LL B[ ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES AND LATE:RALS SHALL B[ INSTALLE:D PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTE:RS OR SURFACING OF STTIE:ETS.
4. STORM DRAIN PIPE SHALL Bt REINFORCE:D CONCRETE PIP£ WITH A MINIMUM
D-LOAD OF 1,350 FOR PRIVATE: STORM DRAIN PIPES, UP 7V 15• PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/ 4 • ROCK
PE:R SDRSD 5-4 TYPE "C" AND PIPE MEET$ ASTM STANDARD JOJ4 FOR SDR 35
SOUO WALL PIPE
5. WHERE AN EXIS11NG PIP[ UNE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BU/WING OR STREET AREAS AND REPLACED WITH
PROPE:RLY COMPACTE:D SOILS. IN OTHER AREAS TH[ PIPE WILL BE PLUGGfD
WITH CONCR[T[ OR REMOVED AS APPROVE:D BY THE CITY ENGINEER.
6. WHffLCHAIR RAMPS SHALL BE INSTALLE:D PER REQUIRE:ME:NTS Of TITLE 24,
CAUFORNIA ADMINISTRATIVE COD£.
7. smm TTIEES Sft.<\LL BE INSTALLE:D P[R SE:CTION N D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
B. FIRE HYDRANT MARKERS SHALL BE PLACED IN TH[ STRW WITHIN THE UM/TS
OF WORK OF THIS Pi.AN PER SDRS DWG M19.
9. ALL SURVEY MONUMENIS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABUSHE:D, PERPETUATE:D, AND DOCUMENTED PER THE
PROFESSIONAi. !AND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEE1S Sft.<\LL BE PROVIDED TO JHE CITY
ENGINEERING INSPECTOR.
DECLARATION OF ENGINEER OF WORK:
I HEREBY DECLARE THAT THE D[SIGN OF THE IMPROV[MENTS AS
SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING
STANDARDS AND PRACTICES. AS THE ENGINEER IN R~SPONSIBL[
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 ENGINEERING CORP., FOR THE: VALLEC/TOS WAT[R
DISTRICT, IS A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT
STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF THE
TECHNICAL ADEQUACY OR ACCURACY OF THE OESIGN OF THE
IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME
OF MY RESPONSIBILTY FOR THE DESIGN OF THE IMPROVEMENTS.
·<:J lv0. ;" . I I
BY: X-l-:11:::"fl:d ,.( ,.-/na.,.[~,-DATE:_~{! I_O S-
RAYMOND L. MAR11N, R.C.f. 48670
EXP .. 6/30/06
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY D[CJ.ARE 'THAT I AM THE [NG/NEER OF WORK FOR JHIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE Cft.<\RGE OV[R THE DESIGN OF THE PROJECT AS
DEFINED IN SEC110N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
Tf/E DESIGN IS CONSISTE:NT WIJH CURRENT STANDARDS.
I UNDERSTAND Tft.<\T THE CHECK Of PROJECT DRAWINGS AND SPfCIFICA110NS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBIUT/£5 FOR PROJECT DESIGN.
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 10179 HUENN[KENS AV£
CITY, ST.: SAN DIEGO CA
TELE:P~· (858) 558-4500
BY, _ ,,..d,;k;,/},,a,,;t;;_
· RAYMOND L. MARTIN
P.t. NO.: RCE 48670
EXPIRATION DATE:: ~6,,IJ,,O.,_/D,.,6,__ _______ _
ASSESSORS PARCEL NUMBER'S
223-010-12, 223-0/0-19, 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
ENGINEER'S NOTES
1.
2.
J.
4.
5.
6.
7.
8.
NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFITY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HE:ALTH STANDARDS, LAWS AND REGULATIONS.
CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING TH£ COURSE OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT B[ LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABIUTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF TH£ ENGINEER.
THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STR[ETS,
UTILITIES, AND STORM DRAINS AR[ BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR Fl£LD STAKES,
THE CONTRACTOR SHALL REQUE:sT AN INTERPRETATION BEFORE DOING ANY
WORK BY CALL/NG TH[ ENGINEER OF WORK AT 558-4500. THE CONTRACTOR
SHAU. ALSO TAK[ 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, SHOR/NG, ETC.) UNTIL
SUCH TIM[ THE PROJECT IS COMPLETED ANO ACCEPTED FOR MAINTENANCE:
BY THE OWN[R.
THE EXISTENCE AND LOCATION OF UNDERGROUND LITIL/11[S SHOWN H[REON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
TH£ BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. B[FOR[ EXCAVATING FOR
THIS CONTRACT, TH£ CONTRACTOR SHALL MAK[ EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VER11CAL LOCATION OF ALL UNDERGROUND
UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON TH[ PLANS OR NOT.
SP[C/FIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOS£D
IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY TH[ E:NGINE£R
OF WORK OF ANY DEV/A TIONS PRIOR TO ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF [XIS11NG U11LITIES REQUIRE: CHANG£$ TO THE D£S/GN.
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: /T[MS R[QUIRED TO REMAIN IN PLACE WHICH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
WHERE TR[NCHES ARE: ADJACENT TO FL/TUR[ BUILDING SITES, A L/C[NSED
SOILS ENGINEER SHALL BE RETAINED BY TH£ OWN[R TO COMPLETE N[CfSSARY
TE:STING TO C[RTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE
APPROVING AL/THOR/TY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROV[MENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
AOO/TIONAL TESTING BY THE SOILS ENGINEE:R OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEV[R
OCCURS FIRST, THE CONTRACTOR SHAU. NOTIFY THE ENGINEER OF WORK
IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR.
PROJECT LOCATION
THIS PROJECT IS LOCAT[D WITHIN ASSESSORS PARCEL NUMBER(S)
223-720-02. 223-720-06, 223-720-07, 223-720-08, 223-720-09, 223-720-16
& 223-720-JL
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N----="'-----E 6268
BASIS OF BEARINGS
TH£ BASIS OF BEARINGS FOR THIS SURVEY IS TH£ CALIFORNIA COORDINATE
SYSTE:M -1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM or
1983 (NADBJ), GRID BEARINGS BETWEEN STATION VWD-3075 AND "=TAT/ON
VWD-3085 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD
SURVEY CONTROL NETWORK ESTABLISHED BY RECORO OF SURVEY MAP NO.
17271, FIi F/J IN THE OFFICE OF TH£ SAN OIEGO COUNTY RECORDER ON
FEBRUARY 8, 2002.
IE: N 04·5.5'3g• W
REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEO.'S MAY OR MAY NOT
BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STA T!ON
VW0--3085 IS 0.999939470. GRID DISTANCE = GROUND DISTANCE X
COMBINLO SCALE FACTOR.
SOURCE OF TOPOGRAPfil
R. J. LUNG AND ASSOCIATE:S, 2832 WALNUT AVE:NUE, TUSTIN, CA. 92680.
(714) 832-2077, AERIAL PHOTOGRAPHY FLOWN OCT. 25, 1999.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 200-2,
205-3, 397-3, 397-.JA AND 397-3B.
---7 VALLECITOS WATER DISTRICT
STATEMENT RELATING TO REIMBURSEMElJT AGREEMENTS
EXTENSIONS OR ENLARGEMENT OF FACILITIES
AND
OWNERS / PERMITTEES
RtAL ESTATE: COLLAT[RAL MANAGEM[NT COMPANY,
A DfLAWARE CORPORATION
TH[ OWNER OF THE PRO.IECT DESIGNATED LA COSM RIDGE N£/GHBORHOOD 2, 1 & 2.2 HAS REV1£WED
DISTRICT ORO/NANCE NO. 115, ADOPTED NOVEMBER 1, 1995, AND AGREfS Tt-iAT Tr/£ PROJECT:
1903 WRIGHT PLACE
SUITE 180
CARLSBAD, CA 92008
I 760/ 929-2701
SHEET INDEX
COVER SHEET
KEY MN> & NOTE:S
/MPROVfMEN1S
LEGAL DESCRIPTION
SHEET 1
SHEET 2
SHEET 3 & 4
LA COSTA RIDGE NEIGHBORHOODS 2.1 ANO 2.2
l'8J IS NOT ELIGIBLE FOR A REIMBURSEMENT AGREEMENT.
□ IS ELIGIBLE FOR A R£1MBL/RSEM[NT AGREEMENT ANO:
□ WILL EXECUTE AN AGREEMENT WITH THE DISTRICT.
l'8J WILL NOT EXECUTE AN AGRE£MENT WITH THE DISTRICT..
R[/MBURSEMENT AGREEMENTS SHALL BE EXECUTED PRIOR IO FINAL ACCEPTANCE OF' THE
APPLICANT'S PROJECT.
SIGNED BY: ~~I ,--PRESTON H. LEWIS, P.E.
R.C.E. 45927 EXP. 12/02
V.W.D. "AS-BUILT'
COUT.c.c-T \/.1-.1.0. Fol"-AO-OUll..-T A !,!l .t::>DATE
(SIGNATURE)
LOTS 221, 226, 227, 228, 229, 246 AND 247 OF CITY OF
CARLSBAD TRACT CT 99-04-02, V/LLAG[S OF LA COSTA -LA
COSTA RIDGE -NEIGHBORHOODS 2. 1 AND 2.2, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE: OF CALIFORNIA,
ACCORDING TO MAP NO. THEf?EOF NO. 14838 FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON
JULY 14, 2004. RAYMOND L. MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-30-06 DlSCIPl.!NE R.C.[. -1
ENGINEER'S NOTES (CONT.)
9. THE CONTRACTOR SHALL NOTIFY THE SLIRVEYORS 48 HOURS PRIOR -TO
BACKFILLING TRENCHES FOR ALL NEW UT/LIT/£$. THE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROV/OE THE ENGINE[R OF WORK
WITH A LETTER 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.
10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ANO MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE
ENGINEER Of WORK, SOILS ENGINE[R AND TH£ CITY INSPECTOR. THE GENERAL
CONTRACTOR'S SUPERINTENDANT IS REQLIIR£D 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, ANO BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
11. STATIONING OF DRIVEWAYS, LATERALS ANO PROPERTY LINES ON CUL DE
SAC'S AND KNUCKL[S AR[ AT THE RIGHT OF WAY. PRC AND PCR STATIONS
AR[ AT THE CURB.
12. RETAINING WALLS, IF SHOWN HEREON, ARE: INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION
IS REQUIR[D FROM THE BUILDING D[PARTMENT FOR ALL RETAINING WALLS.
13. THE SOILS R[PORT AND ALL THE SUPPLEM[NTS THEREOF AR[ INCORPORATE:O
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUC110N SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPORT.
14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE: POINTS AND TEES
IN WAT£R SYSTEMS PURSUANT TO THE N>PROPRIATE WATER DISTRICT STANDARD.
15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STR[ET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES ANO S[RV/CE POINTS PRIOR
TO [NERGIZING TH[ SYSTEM.
16. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL OUR/NG THE DESIGN STORM, AS R[QUIRED BY THE CITY. TH[
CALCULATED HGL CAN BE FOUND IN TH[ APPROVED STORM DRAINAGE REPORT
ON FILE AT THE OFFICE OF' THE CITY ENGINEER. ENGIN£ER IS NOT
R[SPONSIBLE FOR USE OF TH[ HGL SHOWN HE:R[ON, BY OTHERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, R[QU/R[ APPROVAL OF A REG/STEREO ENGINEER RESPONSIBLE FOR
THE R[V/S/011S.
17. ALL SEWER LINE BEDDING SHALL BE 3/4" BACKFILL PER SDRSD S-4,
1YPE C. PVC SEWER PIPE SHALL M£ET ASTM STD. 3034 FOR SDR 35
SOLID WALL PIPE.
STORM DRAIN NOTES
I.
2.
STORM DRAIN PIPES DES/GNAT£D AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALi. BE AMERON REINFORCED CONCRITE PIPE WITH REINFORCED
THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR TH[ ENTIRE REACH.
COUPLING SHALL M[IT THE R[QUIR£MENTS OF ASTM C76, C361, AND C443.
STORM ORA/N PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND
SHALL HAVE A MINIMUM COVER OF l-1/2 INCH OVER THE INVERT R[INFORCING STEEL
THE CONCRETE DE:s/GN STRENGTH IN THE:sE RE:ACHES SHALL BE fc = 5,000 PSI.
FOR VF.:LOC/TfES EXCEEDING JO FEET P[R SECOND, USE fc = 6,000 PSI.
i ez CJTY
[::j
i
CITY OF ENCINITAS
VICINITY MAP
NTS
CITY OF
SAN MARCOS
II
LA COSTA RIDGE
ESTATES
FIRE HYDRANT _LAYOUT PI.A,,"! VALLECITOS
WATER DISTRICT SCALE: 1 "=500'
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTE:D BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL COO£.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3. THIS SET OF PLANS.
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
5. SOILS Rf PORT AND RE:COMMENOA TIONS BY GEOCON, INC. SOILS AND TESTING, INC. OA TED,
AL/GUST 3, 2001, UPOATE LETTER OEC 20, 2004.
5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
7. FINAL PROGRAM EIR 98-07
8. CITY OF CARLSBAD RESOLUTION NO. 5734 & 57J5
9. VALLEC/TOS WATER DISTRICT STANDARD DRAWINGS ANO SPECIFICATIONS.
10. LEUCADIA DISTRICT STANDARD DRAWINGS ANO SPEC/F7CATIONS.
11. STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
PREPARED BY: HUNSAKE:R & ASSOCIATES, DATE: 12/08/03.
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSFORMATION,
13. STORM WATER MANAGEMENT PLAN (SWMP)
PREPARED BY: HUNSAKER & ASSOCIATES, DATE: 12/07/04.
DESCRIPTION
SUBOIVISION BOUNDARY
RIGHT OF WAY/LOT LINE
EASEMENT LINE
A.G. PAVING/BASE 4" AC/6" CTB
LEGEND
STD. DWG.
6" AC BERM G-5
EXISTING STORM DRAIN
SYMBOL ---------
PROPOSED 8" PVC GREEN (SDR3.5) (V.W.D.) s-11•, s-12••· --s--------
SEWER LATERAL 4" PVC (SDR-35, GREEN OR WHITE) (V.W.D) •••S-4 ----®
PROPOSED SEWER MANHOLE
EXtSnNG SEWER
-S-Qf-----
2" BLOW-OFF' ASSEMBLY
EXISTING WATER LINE
PROPOSED 8" 0.1.P. CL-350 WATER MAIN
1 • AIR & VACUUM VAL VE
8" G4TE VALVE
W-17***
W-2***
W-14*"'*• W-16***
W-4***• W-5***
2" BOIIJ
w
1 • AV !p
GV
FIR£ HYDRANT ASSEMBLY WITH MARKER
1" WATER SERVICE
~>-------g 1-----------<®
THRUST BLOCKS
'* AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
,., IIWD STANOARO DRAWINGS
VWD NOTE:
NEW STREETS SHALL BE CONSTRUCTED
TO .'SUBGRADE PRIOR TO THE INSTALLATION
OF THE PUBLIC WATER DR SEWER SYSTEM
LEGEND OF ABBREVIATIONS
re
GB ave
EVC
VP/
BC
EC
HP
LP
FL
ST.
RT
LT
7W
MVC
KNU
TOP OF CURB
GRADE BR[AK
BEGIN VERTICAL CURVE
ENO VERTICAL CURVE
POINT OF INTERSECTION NAP NOT A PART
BEGIN CURVE PR PRESSURE REDUCING
ENO CURVE BW BOITOM OF WALL
HIGH POINT N. T.S. NOT TO SCALE
LOW POINT CTB CEMENT TREATED BAS£
FLOW LINE RP RADIUS POINT
STREET EDP EDGE OF PAVEMENT
RIGHT CDS CUL-DE-SAC
LEFT ~ Rf/NFORCED CONCRETE PIPE
TOP OF WALL SO "\ STORM DRAIN
MOO/F/£D VERT/C. CURVE PRC ~ POINT OF REVERSE CURVE
◄
QUANTITY
29,378 SF
1,230 LF
700 LF
3 I.A
7 £A
2 EA
1,199 LF
3 EA
2 EA
2 EA
3 E4
B EA
KNUCKLE · · "O '-1-ICR '(OINT CURB RETURN
\ V.W.D. DWG NO.
DESCRIPTION:
LOCATION:
BENCH MAR
j ENGINEER OF WORK
£ RAYMOND L MARTIN
R.C.E. NO. 48670 EXP. 06/30/06
(./.S.C. & G.X. BRASS DISC STAMPED "AS BUil Tu
DATE
Approved By: ~~. _____ _
'Preston H. Lewis, P.E.
'K302., 1935 .. IN CONC. MON. ~
POINT LIES 8.5' EASTERLY OF EASTERN -~~1"''"'" .. t!o-~J~,.Y<::_:Lf'.,.-,~~ -'=-BERM LINE ON RANCHO SANTA FE ROAD = · ··-"~
133' NORTHERLY OF ELECTRIC R :J6<,'7o EXP. ,.,_;=.be fftJJ!t/f $l~¼o Li1Yfi_ /!J~1~ .. Mjfj/{ED =-
0-~/47
DATE
0 . 'I,
NO. 48670
EXP. 6/30/
. R.C:.E. 45927, EXP. 12-31-06
Date: ~ -(7-.._ __________ _
ELEVATION:
APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY:
OF THE INTERSECT/ON OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE. _ _-_,&'.'.&.-,;._'._,.F::,,__..,,.l\c<,~• :"c'"~t::;;;;L ___ _
533.39 NGVD 29 MSL INSPECTOR ,:r
l---+--+-------------+----+---+-----t---11 SH1EET 1~c_1_r_v_o_F_c_A_R_L_s_B_A_D~lsH~Tsl __ ENGINEERING DEPARTMENT
PRIVATE DRIVEWAY & UTILITY IMPROVEMENT PLANS FOR:
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIF'ICAT/ON NUMBER BE
ISSUED BEFORE A PERMIT TO EXC4VATE WILL 8£
VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
CARLSBAD FIRE DEPARTMENT
REQUIREMENTS:
LA COSTA RIDGE ESTATES
COVERSHEET
NUMBER o,.· F.H. 's_L_ F:R..OWJ500c P.M. OUT oLl IH.'S 1----+----+--------------------t-----t---t---i-----i APPROVED LLOYD HUBBS d'r
TOLL FREE 7 -800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
BLOr SPRINKLB)? YES N(LX F:FLOW __ G.P.M.
~·-ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL ('!TY APPROVAL
V. W.D. W.0. 205-700 W.O. NO. 2352-102
BIN:
,-.. ... al i ~ I ~ I ~ ~ I
01 ~ -0 u ill "' ... 0 0 / s i " ...
Ill w
i -2. ,..
/ a, I\) C !:l .l)a,,. 0 / i I ... ,.. 0 / ~ 0
VAJJJ<CITOS WATER DISTRICT
1. ALL WATER AND SEWER LINES SHALL 8£ INSTALLED ACCORDING TO TH£ CURRENT STANDARD SPECIFICATIONS
DRAWINGS ANO APPROVED MATERIAL LIST OF TH£ VALLECITIOS WATER DISTRICT FOR TH£ CONSTRUCTION QF WATER
AND SEWER FACILITIES.
2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWEF. LINES SHALL HAVE A MINIMUM COVER OF 5
FEET.
3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCTION.
VALLECITOS WATER DISTRICT. •....••............ 1-76D-744-0460
COX COMMUNICATION ........•......•.••..••......• 1-800-227-2600
S.D.G. & E ...........••......•..................•.•...... 1-800-227-2600
PACIFIC BELL ............................•..........•. 1-800-227-2500
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 TH£ VALLECITOS WATER DISTRICT SHALL 8£ RESPONSIBLE FOR THE
ENFORCEMENT OF SAFETY STANDARDS.
5. A PRECONSTRUCTION CONFERENCE MEETING WITH VALLEC/TOS WATER DISTRICT PERSONNEL SHALL 8£ HELD A
MINIMUM OF THREE (3) WORKING DAl'S PRIOR TO CONSTRUCT/ON.
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION 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 ENGINEER SHALL PROVIDE TWO (2)
BLUEL/NE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER Sl'STEM 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 APPROPRIATE AGENCY. INSPECT/ON OF ALL WORK IS REQUIRED. FORTY-EIGHT
(48) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC
RIGHT-OF-WAY ON S4TURDAYS, SUNDAl'S OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT
ENGINEER.
11. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN.
12. ALL WATER LINES SHALL BE DUCTILE IRON PIPE, CLASS 350 OR AS NOTED. ALL FITrlNGS ARE TO BE PUSH ON,
UNLESS OTHERWISE SHOWN AND APPROVED BY THE DISTRICT ENGINEER. ALL SEWER LINES SHALL BE BELL AND
SPIGOT SDR35 PVC PIPE, OR AS NOTED.
13. TH£ CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES.
14. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING Sl'STEM, All VALVES ON THE £!(!ST/NG 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.
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 CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN
BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT
ENGINEER.
16. ALL SEWER LATERALS DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE REPAIRED IN FULL AS DIRECTED
BY THE DISTRICT ENGINEER.
17. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY
LINE AND SHALL BE CLEAR OF DRIVEWA l'S. ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "s" ON THE CURB
AND SHALL BE SHOWN ON THE "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, AND SHALL PASS A 5% MANDREL THROUGH THE PIPE.
19. THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE
DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE 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 BE OVERSIZED, PER DISTRICT
STANDARD DRAWINGS AND APPROVED MATERIAL LIST.
21. RELOCATION OR EXTENSION OF AN EXISTING WA7ER METER SHALL MEAN INSTALLATION OF THE METER AT A
LOCA T!ON 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.
22. WATER SERVICES WHICH ARC DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL BY A COPPER
SE'?VICE PER DISTRICT SPECIF/CATIONS AS DIRECTED BY THE DISTRICT.
POLYETHYLENE ENCASEMENT FOR
DUCTILE-IRON PIPE SYSTEMS
ONE LENGTH OF POL YETHYL£N£ TUB£ FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT
FIGURE 1, INSTAllA TION M£THOD A NOT[S
4.3.1 INSTALLATION, GENERAL BURIED D!JCTIL£-IRON PIP£, FlmNGS, VALVES, AND OTHER
APPURTENANCES SHALL 8£ INSTALLED WITH POLYETHYLENE ENCASEMENT PER ANSI/AWWA
C105/A21.5-9J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, US£ TUBE-FORM
POLYETHYLENE WITH BOTH ENDS SEALED AS TIGHTLY AS POSSIBLE WITH ADHESIVE TAPE OR
PLASTIC TIE STRAPS AT TH£ JOINT OVERLAP. PLACE CIRCUMFERENTIAL WRAPS OF TAPE OR
PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF TH£ PIP£ TO HELP
MINIMIZE TH£ SPACE BETWEEN THE POLYETHYLENE AND THE PIP£.
4.3.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON DUCTILE-IRON PIP£
SHALL BE BY METHOD A.
4.3.2.1 METHOD A (REFER TO FIGURE 1): CUT POLY£THYLENE TUBE TO A LENGTH
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SUP
THE TUB£ AROUND 7H£ PIPE, CENTERING IT TO PROVIDE A 1-FOOT (0.3 m)
OVERLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION
FASHION LENGTHWISE UNTIL IT CLEARS TH£ PIP£ ENDS.
LOWER THE PIPE INTO TH£ TRENCH AND MAK£ UP THE PIP£ JOINT WITH TH£
PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS
TO FACIUTATE INSTALLATION OF THE POLYETHYLENE TUBE.
AFTER ASSEMBLING THE PIPE JOINT, MAKE THE OVERLAP OF TH£ POLYETHYLENE
TUBE. PULL THE BUNCHED POLYETHYLENE FROM THE PRECEDING LENGTH OF
PIPE, SLIP IT OVER THE £ND OF NEW LENGTH OF PIPE, AND SECURE IT IN PLACE.
7H£N SLIP TH£ £ND OF THE POLYETHYLENE FROM THE NEW PIPE SECTION OVER
THE £ND OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE £ND OF THE
PRECEDING LENGTH OF PIPE. SECURE THE OVERLAP IN PLACE. TAK£ UP THE SLACK
WIDTH AT TH£ TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG TH£ BARREL
OF TH£ 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 TH£ INSTALLATION OF TH£ NEXT SECTION
OF PIP£ 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 POL YITHYLENE: SHEET OR A TUB£ CUT OPEN,
WRAPPED AROUND THE PIP£ TO COVER TH£ DAMAGED ARD\, AND SECURED IN PLACE. .Jl'.W"-"'"-'1;;
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND
STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENTS MARKINGS SHALL CONFORM TO THE
FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA
SUPPLEMENT, TH£ CALTRANS STANDARD SPECIFICATIONS (2002 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 DEV/A TION FORM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY
THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN
THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL
BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING.
6. ALL SIGNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS AND SHALL USE
EN CAPS ULA TED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENrS, ALL STREET STRIPING 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.
8. EXACT LOCA T/ON OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS AND
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE
CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS
STENCILS.
11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL
HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
13. ARE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2DOJ EDITION
AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL
STANDARD DRAWING M-19.
14. ALL MEDIAN NOSES AND FLARES SHALL BE PAJNTED YELLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS
AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BAS£
PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A
STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND
INSTALLED BY 7HE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS
EX/~ BE~~CA R M. •
A.... PL
35•
19' 16'
4.s· 1-'1.S
. .
16'
-cu~uue.l ti" AC BERM\•
?,' 1.s· --
" .-1,t 2% .. --I .. , . ·:. <·~ . ' ' ''(~L :: ... 1 ...... :,, . -· •
TYf') 1 4" ·1 0 a· vwo"'\ 0) ) WATERJ
21" CMWD 8" VWD
WAlfR SEWER
PRIVATE DRIVEWAY (LOT 97/
ST A. 20+ 00. 00 TO ST A. U>\-5'>.CO
(,"=u..eo . . =;:;,d~l~,,
~~ ~=
PRIVATE DRIVEWAY (L0T97)
STA. 24+So.OOTO STA. 28+. IS .'\7
PL
30'-20'
20· 10·
10·-o· /0'
2' 1. o·
r. .• u:., OE.j".n---~
4• A.C. PAVE:MENT I I . ·/ -
AND 6' BASE (MIN.) -'"1 i--5 o
SEE STREEJ NOTE f j
8" VWD
WATER
PRIVATE DRIVEWAY {LOT97)
STA. 28+16.47 TO STA. 32+07.96
10·
10·
AND 6 "BASE (MIN.)
SEE STRE[T NOTE 1
\.6'
-I. f'CsC. f".b>/eME.J..ll
"-LIO t:-" e:,,,,oe.(MIIJ.) =. !:>T~ won:. I
NTS
PL
NTS
V.W.D. UIL'l"
2,31
coµp:,c.T V\J.O. FOi'--AO-e:> 111..-T F\....o.i-J.~ DATE _____ _
NEW STREETS SHALL 3E CONSTRUCTED (S!GNATUkEJ
TO SUBGRADE PRIOR TO THE INSTALLATION
OF THE PUBLIC WATER OR SEWER SYSTEM RAYMOND L. MARTIN P.E. NO.: _4=8=67~0~_
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.£.
244
LEGENO
SUBD/V!SiON BOUNDARY
RIGHT OF WAY
SHEET NO.
Fif?E HYDRANT
PVT STREET LIGHT
STORM DRAIN
W,'1 TEJ? Ul✓E
S'EWEA' UNE
SIREET SIGN
DOUBLE STREET NAME SIGN
EASEMENTS
I 73
21
104
£STATE
LOT
0
-I
Q---o
\ ........ , ·:,
' ' .. ' . I-IUNSl\KER
' & ASSOCIATES
\c, ~" ,, ' ' '
PLANNING 10179 Huennekens Street
ENGINEER1NG Sun Diego, Ca 92121
SURVEYlNt., PH{S58)558-4500· FX{B58)55B·W14
97
MAP
MAP
10820
12532
I
49
113
-----
105
ESTATE
LOT
30
96
-/ -::.:::e·:<·~:-~:~~~:-;,-.
\ ~~-::..--< ..,.,./
\ 114 r"~
\\ \ OPEN\
\ ~rPAC£ \
,~, \
<A\ I
I
I I I
106
99
VALLECITOS
WATER DISTRICT
Approved By: . ,,,_,a~c!:~~~4il!d~,~~----
PrE7'sior; H, l_ewis, P.E.
R.C.E.,Jc5927, EXP. 11-31---06
Date: '1,, I Z -.. J~----------
48
I
' ' I
I I
57
42
101
100
)
BENCH MARK
• I 237
248
102
225
V.W.D. DWG NO.
'-: ,/2" .. /o s--
DATE
DESCRIPTION: IJ.S.C. &-G.X. BRASS DISC STAMPED
'K302., 1935" IN CONG. MON. ~ /7. / i "AS BUILT"
POINT LIES 8.5' EASTERLY OF EASTERN~ 1 J .Z:, It_--~/:-_( _ .ro/47
BER/yf LINE ON RANC.'10 SANTA FE ROAD ~-DATE 133 NORT.'IERL Y OF ELECTRIC ~ ..1 1 TRANSMISSION LINE POLE MARKED RCE -'1--6u -,o EXP. ~ =pe,
"TL23011" AND 'TL/3825'. AND
APPROXIMATELY 1.2 MILES NORT.'IERLY REVIEWED BY:
OF Ti-IE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE . .:_....--;--..<./.~,._~. ~-°"S~'------
533.39 NGVD 29 MSL
LOCA770N:
ELEVATION: INSPECTOR DATE
1----+--+--~ --------+----+---+--·-t-----------f I SH2EET I CITY OF CAR LS BAD I SH~TS I ENGINEERING DEPARTMENT
~P=R=IV,=i\=TE=.O..'.:R=IV=E=W=i\=Y=&=u==n=u==rr=11=\A=P=Ro=v=E==M=E==N=:T===PLA==N~Sc'==:F:::O:::R.=· =;
---~1----+-----~----------+----t----i----,i------i
LA COSTA RIDGE ESTATES
KEY MAP & SECTIONS
APPROVED LLOYD HUBBS O Y-
../4. e:; 0. ~;...J. /Ok 3/4~ CITY ENG7N1fk "'Re, 3Ytil~ EXP 12,111/05 7 DATE
1-,-c,-c::;-r~-h-~-=-cc-::::-----------t---t--r-,--i l.".=====;~=-=-=-~=-=-==-==-=-=-=-=-=,~=====-~ 1/l"l 0 "7 ieu-1 'owN BY,-·~--PROJECT NO. DRAWING NO.
DATE INITIAL 1--D::.:.A:.:.T::..E -1...::IN.::.IT:c:IA;cL4-..cDccAccTE'--'-_IN_ll~·1A..::L-1 CHKD BY· IJ,<4: CT 04-02 420-4C
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, ENGINEER OF WOR
,V.W.D W.O, 205-700 W.O. N~ 2352-102
BIN:
)
•
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+' ., .,..:, w
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~ I
/ ~ ~ () 0 /
&
'
2
3
4
5
6
7
□
-- - -. . ' -. --_J_
-'---
TC LEFT = CL -t-o, 15'
FROM STA 20+00.00 TO 24+87.67
UNLESS OTHERWISE SHOWN
£OP LEFT = CL -O.Z.5'
FROM STA 26+14.f¼ TO 26+50.00
UNLESS OTHERWISE SHOWN
-F
___ _[___
---:( -_ j--
L
-L. . !
~ ----'---
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i --
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- - -== =-_-r----=+·
--t
------, _____ -
_, --
CENTERLINE DATA
RADIUS LENGTH REMARKS
5.98'
55·45•00· 96.0D' 11/.84'
N 15'45'00" E 52.67'
45·45'00· 254.00' 207.25'
N 31'00'00" W 103.75'
8'12'53" 20.00· 2.87'
N 39'12'53" W 112.87'
20.00' 15.46'
.13'
CURB DATA
B£ARING/DELTA RAD/US LENGTH REMARKS
14.01"
lto.60'
5Z.C.'"1'
1'15.4.Z:
(,'ROI• eP~
(, 'f!OL.Lel) ~
<,""6U..W~
(,. R<:>L.L.eO O.liee>
(, ~ o.!f't>
-4."!5' <.. .. ~, eo~
14 IJ :'.>l"oooo"IJ
15 -l<. '-4€, oo•
c.."'Ro I ea cure
(, "r<au...J:.O OJ!<-0
16 u '"'•4s'oo"e.
e,1.So'
s.cn• ne.ouo•now
2 N 28'30'oo· W 53.69' 8" DIP CL-350
3 ·~N--'6--''0-'0--''0.co_·~w-'--_+ ____ -l-__ 43=.8:..:3:....'--1-..:8:...."...:o:.:l:..P_C:.:L:_-_:3:::5.::o_---1
N 15"45'00" E 69.04' 8" DIP CL-350 ' 5
6
7
8
2
3
4
5
6
7
46"45'oo· 240.00' 195.83' a· DIP CL-350
N 31'00'00" W 153.17' a• DIP CL-350
N 39'12'53" W 70.10' a• DIP CL-350
N 83'30'oo· W 42.42' a· DIP CL-350
VWD SEWER DATA
BEARING DELTA RAO/US
N 51'00'00" W
N 16'35'59" W
N 15•45•00· E
N B'Jo'oo· w
N 31'00'00" W
N 39'12'53" W
N 83'30'00" W
HUNSAKER
PlANN!NG
:::NGINEERINC
SURVEYING
& ASSOCIATES
SAN DIEGO, fN'C
"10179 Huennekens Street
San Diego, Ca 92121
PH(858)5584500 · FX(8SB)S58-1414
LENGTH
29.64'
52.89'
120.75'
124.25'
124.19'
148,85'
46.90'
REMARKS
8" PVC
8" PVC
8' PVC
8" PVC
a• PVC
8" PVC
8" PVC
i --
--i -
D
19
'10
--.. ----·-__ ... --L-----~-
2$
:·f
~lu::,/""-LT..._
2.£.,• l(.,110"
u ~1·co'co"u
,-_ --
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18
JJ!
teb-0\U~ ~ --= &:>.EC>' ¾ii· e.o::.e.Cf' flS.-..Jt:Me.wf
'5,98' ePC.e.Cl"f'.O.~
Yl\'D NQJ.£;
NEW STREETS SHALL BE CONSTRUCTED ro SUBGRADE PRIOR TO THE: IN STA LIA noN
OF THE PUBUC WATER OR SEWER SYSTEM
V.W.D. "AS-BUI LT'
COLJT;,.c;f '-/,1-J,P. P<:lc..t,,::,-r:,u1LT F'l.bW:':, DATE-· (SIGNATURE)
RAYMOND L, t.ARTIN P.E. NO.:
MY REGISTRATION :,XPIRES: 6-J0-06 DISCIPLINE
113 f OPEN SPACE)
48670
R.C.E.
815 HGL ZONE E..o.P. RIGHT = CL + o.-az.:
FROM STA 20+00.00 TO W+6o.=
UNLESS OTHERWISE SHOWN
TOP OF CUR.el R.IC<I-IT = CL + 0. 6e,'
FROM STA W+ 60.00 TO :lA+-b-'\.S-4 .
TOP OF cu~ RIGHT = CL + o.Sb'
FROM STA Z.4+-b-4. 64 TO z.'5 +9-7. 41
UNLESS OTHERWISE SHOWN ' . -i ----i--
-t.
I t ' : ~ -
--;-
'
21+03.78~15.2/'LT
22.50" BEND &: TB
{ANGLE=21"45'00J
VALLEC/TOS
WATER DISTRICT
-.. -----, ----- ------
-i -
· . . AT: Ci!NTERLl/i/E
' ' .. ' ----
---'
ez0
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EASEMENT TO VWD
PER DOC#.'Z,:;,OS-C>S:1I'?1',q
---REC. JU\Je LI, 2 <>O'S
LOT
105--
EXISTING 21" CMWD WA1ER LINE
_,,,...-PER DWG 397-3C
( • · WAIFR EASEMENT TO CMWD ·• C Rf!:C . .J.UL Y 14, 20()4 , AS DOC .. 2004-0655486
---_ t·
PROFILE SCALES
HORIZ. :
VERT.
CB. Elev.
Water
~"~~
ft
1 ",,40'
1 "=8'
Remarks
/ # # ft ft ft ft ft ft % #
t.\l (!. 104 22+03A4 660.17 2.14 6.31 662.44 668.27 5.83 2.00% 22+12.85_-1--,c66e,9ce.4:c0'--1--~-----l
~ 105 =-f>'"1'1~ i <,7e,-'-e,;:, 1.U> U...'<£> G.b?,."1-5 <.e:A.Zb '5.e,o \4.CO¾ :2.A+I<,.?,\ <.,<\=2..::.·c-,._._;i'-'-----1----
\,__ , 106 , -26_+_9_8-.2-1~~,-700.83 1.64 11.00 702.69 708,52 5.83 _20 _0_().!,._ 27+08.21 -··:iDB.78 !
~-......,,_..,,-,_ .. ~..,__,:,~~,.______.-.__..._...,-"~~-_,./"¾.,,,,,.._..,, __ ,~_,,,,.,¾..,,.~-'/
SUBDIVISION
BOUNDARY
40 80 120 ' PE?\ o --109 i.----1""'1".----~--40 0
s ·· ........ ----=· -... ·· I .. .. . ----..... ~
•~1~······~~ .. uT1s-1TY
~ AWd M:r:t;?b ebi""'T
--....c-'-:t:~ To c-1T--( fel'c !"1~4-~~
~--
BENCH
OESCRIPT/0/V: (,l,S.C. & G.X. BRASS DiSC STAMPED
'K302,, 7935" IN CONG. MON.
LO(. \T/0/V:
. . ...... .. .
26+\-4.eG. EC C8~10.00'LT
I END STREET TRANSITION
SCALE 1 '= 40'
1
~----· ----· V.W.D. DWG NO.
ENGINEER OF WORK
-RA Y,MOND L MARTIN
R.C.E. NO. 48670 EXP. 06/30/06
DATE
LA COSTA RIDGE ESTATES
l-------+----+--------------·-·--------+------+-----1---1--PRIVATE DRIVE STA 20+00.00 TO 26+50,00
POINT LIES 8.5' EASTEF?i.Y OF EASTERN i------+---+--------------------+--------1------t---+----I ;::A=P=P=R=ov=E=D=L=,.=o=r=o=H='J.=BB=s=d=;•=,_===========;1
BERM LINE ON RANCHO SANTA FE ROAD -··---·-----l---------------------1----+---l----f----l -, q,
. ,4 : 33' NOPIHERLY OF UECIR/C .A!_ ti ~~.,,...,.~ ---=-/°,,//=!/4,S'
Approved By: "W"C"'"'(='--==-·--= ff}LA2N3SOM1/S7 $,lcA'l';!/DU':,_,,,'f_ lp38u2L~ .MAANRDKE.D ,.o::,1'-'c,4=~~-,+RL-'?'"'t-1'--'---,<;.,_.1>.::-:~=--"==1'°t-:.,_:r _____________ +=--+-~--l-c--.-+-----1 'cm ENGINEffi"RciJ~_:__-·,,e 12,131_/05 ·-Dill Prbton H, Lewis, P,E. 1, I' -...
·c, r 4592'" E"'P ·i2 '1 06 APPROXIMATE.LY L2 MILES NORTHERLY ,,_., i, ,:x, fq_;--1 iee,v1oe >:el IEl'",+-UA.~VI-JO
Date·. /_.A.-,_:.;;, · ·· · 1• A.· --~ -OF THE INTERSECTION OF" RANCl·/0 '":::"1~ -·· .. ··-··-··--=~------1--"'-'--"--'---'-"4,C DWN BY,.____ PROJECT NO. DRAW!NG NO.
~-1-~"~ SAN/A fE {fOAD AND LA COSTA AV':NUE. DATE t INITIAL. DATE INITIAL D TE ITIAL CHKD BY, fL<S CT 04-02 420-4C
J C)
~ "' i / "' <'l
:/.! .. w
I ~ ;-fl
;1;
/ L--------------·----~E.:!.::IT-::.1~r.~,o~N:, __ 5~3:'.:.3:'.:,~.3:9_1:v'.:G~VD~2:-'°:· ~M:S:·':.· ______ ..J~E!N:m~N~EE:R:_.::oF~w~o'.:RL ___ R:_:E~V~IS~l~O~N:._~D~E~S~C~R~l~P~T~iO~N~---.J~o:r:HE~R:_'.::AP:P:R~ov~A~LJ.~c:1T~Y~A~.P=FR:o~v:AL::.Jl.::R:vw:o:::s:Y'====:..::=========-=====:'.J
---------------------------------,-.--,.,-.,.,.,."'"""....,.~..,,.=,....-------:-"".'""-'& •V.W.D. W,O. 205-700 w.o. NO. 2352-102
BIN:
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TOP OF e.o.p. RIGHT = CL + o.zo'
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FROM STA 28+20.19 TO 32+01.96
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--• : ~l/Ji~"/.xisi1NG ·· ,::·•;"':; ~.. :g•1~1J'WS: _ J · · 1 ·•· I I --· -·· -··· J
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--' --------t---: .. ·: f:.·_,·, .. ,._,,,J,··· .. , .. _; __ -: _-:[_ 1:· ---~_;, .. -
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. I .
! .JsioL l, j PROFILE scA1Es
-l'l-..:_:.:_:.;(__:_j,.;.,.:---~?:~'"f'-1 .,.. i r:)1,YD/GAtt;s#ritiiZiv. f l!ORZ. : ;::::?' l , -l' l t I
------~-~-------~--"------·-· ~f ~------------~--------·"--·-----•-~----'------------------~--~-------------~l_• ~~---------=~~~--~-· ~:·· -,--26+00 27+00 28+00 29+00 30+00 31+00
J - -l . PT1fJ61cfAT(S qlcv. Fl?OM'AS BJ1LY'/Jk,/,w1ii!cs' 1 VER--.
--32~~-:r.ofno~~~-~~~----~.;==✓=~►-;;;·· -.,.,,,•-·· "~ · --
PlANNiNG
ENGINEERING
SURVEYING
( ) BEARING/DELTA
I N 83°30'00" W
2 28·55•00·
3 N 6T35'00" £
4 38"01 '07"
5 18'34'26.
6 N 10'59'27" E
I □ BEARING/DELTA
1 \J e,~•~'oo"'IJ
2 Zb·os'oo"
3 IJ c;i•?>s'oo"e.
4 ~•01""7H
! 5 10•~'2.G,"
6 iJ 10·1?,&11'z.'1"e.
7 IJ I0"""1'2.,· e.
I 8 ,e,!>4'u.'
9 ~·01'07"
10 u 1.,·?>o'co"E.
11 ll!,"'!£,i:,o'
12 u ~-~ oe,"IJ ·~ u '1'9-<.'.X)~"IJ ,..,,
I I BEARING/DELTA
1 N 83°30'00" W
2 N a2•05'29• E
3 N 6T35'oo· E
4 29'09'57"
5 27'25'35"
6 N 10'59'27" E:
( ) BEARING/DELTA
1 N 83'30 'oo • w
HUNSAKER
& ASSOCIATES
SAN DIEGO, !NC
10179 Huennekens Street
San Diego, Ca 92121
PH(858)551H500· FX{858)558-1414
CENTERLINE DATA
RADIUS LE:NGTI~ REMARKS
160.10'
20.00' 10.09'
103.47'
295.00' 195.75'
90.00' 29.18'
82.63' -
CURB DATA
RADIUS LENGTH REMARKS
15(,,"I"!' Gi' f<alilOCI..Jt<e,
1 LSO' Seo' l,,,"Rc:IIEO~
l<X,,19' <-",oc,.~
2..t:/5.od 1"9.11 , Co"A,G~
&>.ao· 2.6.~?>' (,;"t,,,G~ ◄
05,"11.' {.,/'At:,..~
se.~ eoc.e Of' f'~l:.I-IT
100.c:to' ~AZ.' =.a-~~T
!)015.oc:i' U,Z!:e,' E:.O::La=~T
JO"te,1' e.oc,e. Of' f'Ave;-\=
-41'..oo' Z).'lo' o"~OGUfE-0
1-4,.se,· G,"!i:!a I eoc:ue,o
;'.,4<, <o" AC.. oeJi!t1
~ 011'1'11 IL / J ~ .
RADIUS LENGTH REMARKS
173.48' 8" DIP CL-350
8.58' a• DIP CL-350
89.74' 8" DIP CL-350
295.00' 150.17' 8" DIP CL-350
200.00' 95.74' 8" DIP CL-350
39.36' 8" DIP CL-350
VWD SEWER DATA
RADIUS LENGTH REMARKS
53.21' 8" PVC
106
Jl!({f)_JjfJJ£·
NE:W STREETS SHALL BE CONSTRUCTED
TO SUBGRADE PRIOR TO THE: IN STAL LAT/ON
OF THE PUBLIC WATER OR SEWER SYSTEM
V. W.JJ. "AS-BUILT''
couTie..,,.c:r ✓.1.J.o. i-ot"..,s.-:,-""--l11.-, fl..Al..1~ DATE (SIGNATURE)
RAYMOND L. MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-·J0-06 DISCIPUNE R.C.E. -
114
OPEN SPACE
SUBDMS/ON
BOUNDARY
. . .
I,
"""'1' Al
\. )bJ I
D-JC.,-'\
20' DRAINAGE EASEMENT ----------.._
PER FINAi. MAP
ADD "PRIVATE: DRIVEWAY• SIGN
42
32+36.95~7.oo'Lr _
END £DOE OF PAVEMENT
1-<Fe. C,-1
c.c.10-1=,u
~Os.Jc.
+2..0-4
C
)
40 80 -----
SCALE !'= 40'
120
". ' ,-: } . C5 .t -_,· /
33
--·
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~#/'. _:.-·:~.-·
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V.h.J .p. E'ol-'TT'
\'CEC--a.(%1 (0'5 =· ~-ee., s,,,,
""~ C • ;,,', "1--" . ..,
NO. 48670
XP. 6/30/06
h~· ¥----.. . ,
bPf;Oc:~ l
I') ~~o o .... ~ . 1
V1,LLECITOS
WA Tt:R DISTRICT
Appcoved Ry;___ ~i!!!/4~~•"""'~-----Preston H, Lewis, P.E.
R.C.E. _45927. EXP. 12-·31-06
Oate;~~'-~-•L?~'-"-~------------
Dt~<;CRIPlfON:
LOCATION:
ELEVATION:
BENCH MARK
1,J.S.C. & G.X. Bl?ASS DISC STAMPED
'K302., !935" IN CONG. MON.
POINT LIES 8.5' EASTERLY OF EASTERN
BER/yf LINE ON RANCHO SANTA FE ROAD
133 NORTHERLY OF ELECTRIC T"'ANSMIS~/ON LINE POLE MARKED
'fl.23011" AND ''TL/3825" AND
APPROXIMATE/. Y 1.2 MILES NORTIIERL Y
OF T/IE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
533.39 NGVD 29 MSL
\/. W.D. DWG NO.
ENGINEER OF WORK
RAON!l L MARTIN DATE
R.C.E. NO. 48670 EXP. 06/30/06
REVIEWED BY:
~'£'
INSPECTOR r,
l------l------1---------------+---+----+---+------ll SH:ET I CITY OF CARLSBAD I SH~TS I
~==='--'====E=N=G=IN=E=ER=l=N=G=D=E=P=A=RT=M=E=N=T====~,.'::;==;=~
PRIVATE DRIVEWAY & UTILITY IMPROVEMENT PLANS FDR:
>-----!-----+--------"-----------------+----+------¼---+------1 LA COSTA RIDGE ESTATES
··---+-----+---------------------+----------~·--+----+-----t PRIVATE DRIVE STA 26+50.00TO 32+31.21
1------+---+---------------------t-----+---+-·--1-----, ;======================~
APPROVEO LLOYD HUBBS $Y
/4t ri, c ~ t--e-~~ IO//~ CITY ENGINE£ RCE.~¼ffl""'-'· ,,_~~=~--EX_e...J_ ___ L,,=~~1,=3~1/05 ~ DAT£
1--~--+---+-,-----------------t----t----;~--t-----i ;======~!3--=--=-=c-=.:=-=,=-=-=-=-=-=--=".':;'~=-=-=-=-=--=-~ 01/1'\/o'l R.u--1 /!!,\i,,,b-euu-T j DWN BY,-------PROJECT NO. DRAWING NO.
DATE INITIAL DATE INl11AL CHKD BY, 12,;.;s: CT 04-02 420-4C
CITY APPROVAL RVWD BY:
!-----!-----+-----------------·------+----+----+--+-----1
DATE iNIT\AL
ENGINEER or WORI REVISION DESCRIPTION OTHER APPROVAL
111405
,1:1.
S?.
,1:1.