HomeMy WebLinkAboutDWG 420-4; CT 04-02; LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2; 01-08' ..
GENERAL NOTES
I. 1H/S PLAN $LJPERSEDES ALL 01HER P!ANS PREVIOUSLY N'PROVfD 8Y 1Hf CITY
OF CIRLS1jAO RfGARDING IMPROVEJ.lfNTS SHOWN ON 1H/S SU _OF PWIS.
2. N'PROVAL 6f rn,s PIAN DOfS NOT LESSO/ OR WAM' ANY PO/WON OF )Hf
CIRLS8AD . MUNICIPAL CODf, RfSOLUOON OF CONDITIONAL , N'PROVIJ.., CJTY
STANfW?DS; OR 01HER ADDITIONAL DOCUMENTS USTfD HfRE:ON AS 1HfY MAY
PfRTAIN Tel 1HIS PROJfCr. 1Hf fNG/NffR IN RfSPONSIBI.E CHARGf SHALL
REVISf 1H$£ PIANS WHfN NON-CONFORMANCf IS DISCOVfRfD.
3. CITY N'PROYAL OF P!ANS DOfS NOT RElJEVf lHf DEVfLOPER OR fNG/NfER-
OF-WORK I FROM RfSPONSIBILJTY FOR 1HE: CORRE:CTION OF £RF/ORS AND
OMISSIONS 1 · DISCOVfRfD DURING CONSTRUCTION. ALL PLAN RfVISIONS SHALL
Bf PROMPIJ.Y SUBMITTfD TD 1HE: CITY fNGINEER FOR N'PROVAL
4. A RIGHT-ol-wAY PERMIT FROM 1Hf CJTY 0/GINffR WILL BE: REQUIRfD FOR ANY
WORK IN • 1Hf PUB/JC RIGHT OF WAY. PRIOR TO PERMIT /SSUANCf. A
CERT/FIC.ATf OF INSURANCf MUST Bf f1LEO NAMING 1HE CITY OF CARLS8AD AS
: 'f/:'C:.~-~u:ar: :CH 1H~=S r U:J:!/ Ml~":",~~,:;~
COMPANY WRlnNG j)jf POLJCY MUST HAVE: A RAnNG OF ':I" ANO A SIZE
r:ATfGORY OF C!ASS V AS fSTABLJSHED 8Y "BESTS" KfY RAnNG GU{()f,
5. NO WORK I ll Bf COMMO/CED UNm ALL PERMITS HAVE: BITN OBTAINED FROM
1Hf CITY D 071iER N'PROPRIATf AGENCIES.
6. 1HESE: PIANS MAY Bf RfQUIRfD IF 1HE: PROPOSfD
TS ARf NOT CONSTRUCTfD PRIOR TO 1Hf DfADLJNf llATf OF 1HE
IMPROVEJ.I T AGREfMfNT.
7. NO RfVISIO~S WILL Bf MADf TO 1HESE: PlANS Wf71iOUT 71if WRITTfll N'PROVAL
OF 11if CfTY ENGINF:ER, NOTF:D W/1HIN 1Hf RfVIS/ON BLOCK, ON 1Hf
N'PROPRIATf SHm OF )Hf P!ANS AND mt£ SHfEr.
8. ORIGINAL Dk,_! WINGS SHALL BfCOMf 1Hf PROPERTY OF 1Hf CJ1Y UPON Bf/NG
SIGNfD 8Y 1HE CJTY fNGINfER.
9. 1Hf ORIGlf/AL DRAWING SHALL Bf RfV/SED TO RfflECT AS-BUILT CONDmoNS
8Y 1Hf fNGINfER-OF-WORK PRIOR TO FINAL ACC£PTANCF: OF 1Hf WORK 8Y 71if
Cl TY. '
10, ACCESS rok FIRf AND 01HER EMERGENCY "v£H/CLES SHALL Bf MAINTAINED TO
ll-/f PROJECT SITf AT ALL TIMES DURING CONSTRUCTION.
1'. WHERF: ~ES ARF: WITHIN CITY fASEMfNTS, A SOILS REPORT COMPRISED OF:
(A) SUMM(\RY SHffT, (B) lABORATORY WORK SHF:ETS ANO (C) COMPACTION
CURVfS, Sl;WL Bf SUBMITTfD 8Y A PROFfSSIONAL [NG/NEER OF 71if STA Tf OF
r:ALJFORN~ PRINCIPALLY DOING BUS/NF:SS IN 1Hf FlflD OF N'PLJfD SOILS
MECIWI~ 71iE SOILS REPORT WILL Bf SUBMITTfD TO ll-lf CITY fNG/NffR/NG
INSPECTOR. WITHIN TWO WORKING llAYS OF COMP!ETION DF F/ElD TESTS. ll-lf
WRITTF:N F(flD COMPACTION REPORT(S) SHALL Bf IMMfDIATflY SUBMITTfD TO
71if CITY fNGINEERING INSP[CTOR UPON COMPl.fTION OF 1Hf FlflD TfSTS,
I 2. A PRECONS1.J?UfiDDN Mm1NG SHALL BE HEW AT TH£ SITE PRIOR TO THE
BfGINNING OF . WORK AND SHALL Bf ATTF:NDED IJ'f ALL REPRESENTAIT'/ES
RfSPONSleii FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TfSTING AND ALL
OTHER Asetccy OF 1HE WORK, ll-lf CONIRACTOR SHALL SCHEDULF: 71iE MF:EnNG
ll-lROUGH J/"f PfRMIT CJERK(438-3634) AT LfAST FIVE:(5) WORKING llAYS PRIOR ;~,::i::. CONSTRUCT/ON. N'PR0\1£0 DRAWINGS MUST Bf AVAIIABLE PRIOR TO
I 3. ALL INSPECTION RfQUESTS 011iER THAN FOR PRfCONSTRUCTION MftnNG WILL Bf
MADf 81' r:ALLJNG 1Hf fNG/NffR/NG 24-HOOR INSPECTION REQUEST UNf AT
(760) 438-3891.INSPECTION REQUfSTS MUST Bf RfCEMO PRIOR TO 2:00 P.M.
ON TH£ llo\Y fl[FORf Tfl£ {{'ISPECDON IS NEEDED, INSPECTIONS WILL Bf MADf
ll-lf NEXT WORK llAY UM.ESS YOU RfQUfST 071iERWISf. REQUESTS MADf #TER
2:00 P.M. WILL BE SCHfDULfD FOR TWO FULL WORK DAYS !ATF:R.
14. ll-lE OWNfR AND/OR N'P!Jr:ANT 17iROUGH 71if DEVfLOPER AND/OR CONIRACTOR
SHALL DfSIGN, CONSTRUCT AND MAJNTAJN ALL SAFE.TY DfV/CES, INCLUDING
SHORING, AND SHALL Bf SOLELY RfSPONSIBlf FOR CONFORMING TO ALL LOr:Al.
STATf AND ffDfRAI. SAFE.TY AND HE}.Lll-/ STANDARDS, !AWS AND RfGU!ATIONS.
15. lHf CONIRACTOR SHALL CONFORM TO !Af/OR COOE SECllON 6705 8Y SUBMfmNG
A DUAIL PIAN TO 71iE CJTY fNG/NffR AND/OR CONCfRNEO AGENCY SHOWING
ll-lf DESIGN OF SHORING, BRACING SLOPING OR Oll-lER PROVISIONS TO BE MADf
OF WORKER PFIOTF:CTION FROM 1Hf HAZARO OF r:AVING GROUND DURING 71if
EXr:AVATION OF SUCH TRENCH OR TRO/CHES OR DURING 1Hf PIPf INSTAL!ATION
1HER[IN,. THIS PIAN MUST Bf PREPARED FOR ALL TRO/CHES FIVE: fffT (5') OR
MORf IN OEP71i AND N'PROVfD 8Y 1Hf CITY fNGINfER AND/OR CONCERNED
AGO/CY PRIOR TO EXr:AVAnON. IF THE PIAN VARIES FROM 1Hf SHORING SYSTfM
STANDARDS FSTARI {SHED BY Tfl£ COI/STRJICTION SA£UY ORDERS nn E 8
CALJFORNIA AOMINIS711ATI\/£ COD£ 1Hf PIAN SHALL 8E PREPARfD fJY AN
fNGINEER AT ll-lf CONTRACTORS EXPfNSE:. A COPY DF 1Hf OSHA EXr:AVATION
PfRMIT MUST Bf SUBMITTfD TO ll-lf INSPfCTOR PRIOR TO EXr:AVATION,
16. If ANY ARCHAEOLOGfr:AL RESOURCES ARE DISCOVfRED Wfll-1/N ANY WORK ZONf
DURING CONSTRUCTION, OPfRATIONS WILL CfASf IMMEDIATflY, AND ll-lf
PERMITTff WILL NOnFY 71if CITY fNG/NfER. OPfRATIONS WILL NOT RfSTART
UNm ll-lf PERMITTff HAS RF:Cf/VED WRITTF:N AU71iORITY FROM ll-lf CITY
EJIGINEER TO DO SO.
17, ALL OPfRATIONS CONDUCTfD ON ll-lf SITf OR AOJACfNT ll-lERETO, INCLUDING
WARMING UP, REPAIR, ARRIVIJ.., DEPARll.lRf OR OPfRATION OF TRUCKS,
fAR71iMOVING EQUIPMfNT, CONSTRUCTION EQUIPMfNT AND ANY 071ifR ASSOCIATED
GRADING EQUIPMO/T SHALL Bf UM/TED TO ll-lf PfR/00 BfTWWI 7:00 AM. AND
SUNSU &.CH DAY. MONQAY 71iRU FRIQAY AND NO fARll-lMOVING OR GRADING
OPfRATIONS SIW.L Bf CONDUCTED ON WEEKfNDS OR HOLJQAYS. (A UST OF CITY
HOLJQAYS IS AVAIIABLE AT Tllf ENGINfER/NG DEPARTMENT COUNTfR,)
18. All Off-SITE HAUL ROUTES SHALL Bf SUBMITTfD 8Y ll-lf CONIRACTOR TO 1Hf
CJ1Y ENG/NffR FOR N'PROVAL TWQ FULL WORKING /MYS PRJOR IQ BE:GINNING Of
WORK. ll-lf CONIRACTOR SHALL Bf RESPONS/Blf FOR ANY OCB/IIS OR llAMAGf
OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STRffJS AS A RESUlT Of THE
GRADING OPfRATION,
19. NO Bl.AST/NG SHALL BE COMMEJIGED Wl71iOUT A CITY fNGINffR N'PR0\1£D
B!AsnNG PROGRAM.
20. 1Hf EXISTfNCf AND LDr:ATION DF UTILJTY STRUCll.lRES AND FACILJnES SHOWN
ON 71if CONSTRUCTION P!ANS WERf OBTAINED 8Y A SEARCH OF 1HE AVAJ!ABLE
RECORDS, ATTfNTION IS r:ALLED TO 1Hf POSSIBLE EXISTfNCf OF Oll-lER
UTIUTY FACIUnES OR STRUCll.lRES NOT SHOWN OR IN A LDr:ATION Dlf'FERENT
FROM THAT SHOWN ON 1Hf PLANS. 1Hf CONIRACTOR IS REQU/RfD TO TAKE DUF:
PREr:AUTIONARY ME}.SURES TO PROTfCT ll-lf UTILJTIES SHOWN ON ll-lf PIANS AND
ANY Oll-lER EXlsnNG FACILJnES OR STRUCll.lRES NOT SHOWN.
21. ll-lf CONTRACTOR SHALL \1£RIFY THF: LOCATION OF ALL EXISTING FACILJTIES
(AJJOVEGROUND AND UNDfRGROUND) WITHIN 1Hf PROJF:CT SITf SUff/CIEN11.Y
AHEAD OF THE CONSTRUCTION TO PfRMIT ll-/f REVISIONS OF 1Hf CONSTRUCTION
PLANS IF IT IS FOUND THAT ll-lE ACll.lAL LDr:AXNS ARE IN CONFIJCT Wl1H
ll-lf PROPOSED WORK,
22. 1HE CONIRACTOR SHALL NOTIFY AffECTf:D unu COMPANIES (SEF: BELOW) AT LfAST TWO FULL WORKING DAYS PRIOR TO STARllNG CONSTRIJCTION NfA/( 11if/R
FACIUnES AND SHALL COORDINATf WORK w,rn A COMPANY REPRfSENTAIIVE:.
SDG&:f UNDERGROUND SfRV/Cf ALERT / PACIFIC BfLL
COX COMMUNICATIONS
DANIELS r:ABLEVISION
ADEi.PH/A CABLE COMMUN/CAllONS
CITY OF CARLS8AD(STRITTS AND STORM DRAJN)
tARLsa-\O MUNICIPAL WATfR DISTRICT(WATfR,SEWER,RW)
"SAN DIF:GU/TO WATfR DISTRICT
*LEUCADIA WASTEWATfR DISTRICT
\IALLECITOS WATfR DISTRICT
'OLJV£NHAJN WATfR DISTRICT
• BUfNA SANITATION DISTRICT
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
PLANNING 10179 Huennekens Street
ENCJNEERINC San Diego,, Ca 92121
SURVEYING PH(B58)558·4500• FX(858)558-1414
(760)480-7647
(-800-422-4133
1-1-892-0123 (760 806-9809
(16 ~438-5241 (760 438-7741
(760 438-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760~7 44-0-WO
760 753-6#,6
&60 726-1 J40
'AS APPROPRLA.Tf
STREET NOTES
I. ACll.lAL STRUCll.lRAL SF:CTIONS WILL Bf DfTfRMINED AFTER "R" VALUf
TfSTS HA\/£ BEfN CONDUCTfD 8Y A PROFfSSIONAL fNGINEER Of THF: STATf
OF r:ALJfORNIA, PRINCIPALLY DOING BUSINESS IN ll-lf FfflD OF N'PLJED
SOIL MECIWIICS,ON 7Hf PREPARED B.ISEMfNT SD/I.. THF: "R" VALUF: TfSTS
ANO 71if fNG/NfEREO STRUCll.lRAL SECTION MUST Bf SUBMITTfD TO THF:
fNG/NfERING INSPfCTOR FOR REVffW AND N'PROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORf ll-lf WORK BEGINS.
2. STREET UGHTS SHALL Bf INSTALLfD AS SHOWN ON ll-lESE: P!ANS,UNDfRGROUND
CONDUIT RUNS, SERV/Cf POINTS AND IW/0-HOLES SHALL 81! SHOWN ON 71iE
"AS-BUILT" PlANS. NO DIRfCT BURIAL i_TREET LIGHT FOUNDATIONS WILL Bf
ALLOWED. ALL WM/NA/RES SHALL Bf CUT Off" TYPE.
3. All UNOfRGROUND UTILJnES AND !ATF:RALS SHALL Bf INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTfRS OR SURFACING Of STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETf PIPE Wl1H A MINIMUM
0-LDAD OF 1,350 FOR PRIVATf STORM DRAIN PIPES, UP TO 75• P\'C MAY Bf unuzED
PROVIDED DEPTH IS LESS THAN 15 fffT AND BACKFILLED Wf1H 3/4" ROCK
PER SORSD S-4 TYPE •c• ANO PIPE MEfTS ASTM STANDARO JOJ4 FOR SOR J5
SOLJD WALL PIP£
5. WHfRf AN EX/SllNG PIPE UNF: IS TO Bf ABANDONED IT SHALL Bf REM<MD
Wfll-llN TWENTY FEIT OF BU/WING OR STREET ARfAS AND REPLACED WITH
PROPfRL Y COMPACTfD SOILS. IN 01HfR ARfAS ll-11! P/Pf WILL Bf PLUGGED
Will-I CONCRETf OR REM<MD AS N'PROVfD 8Y ll-lf CITY fNG/NffR.
6. WHffiCHAJR RAMPS SHALL BE INSTALLfD PER REQUIREMENTS OF TIT!£ 24,
r:ALIFORNIA ADMINISIRAT/\1£ CODE,
7. STREET TREfS SHALL Bf INSTALLfD PfR SECTION fY 0.3 OF THE CITY
OF CARLSBAJ) LANDSCAPF: MANUAL
8. FIRf lfr'DRANT MARKfRS SHALL BE PIACfD IN 71iE STRW Wf1HIN 71iE UM/TS
OF WORK OF ll-/lS PIAN PER SDRS DWG II 19.
9. ALL SUR\1£Y MONUMfNTS AND POINTS THAT ARF: D/Sll.lRBfD 8Y ll-1/S WORK
SHALL Bf Rf-fSTABLISHfD, PERPtruATfD, AND DOCUMENTfD PfR 1HE
PROFESSIONAL !AND SUR\1£YORS ACT.
ro. 1WO (2) SETS OF SUR\1£Y (CUT) SHEfTS SHALL Bf PROV/OED TO ll-lE CITY
ENGINF:ER/NG INSPECTOR.
DECLARATION OF ENGINEER OF WORK;
I HEREBY DECLARE THAT THE DESIGN DF THE IMPROVEMENTS AS
SHOWN ON THESF: PLANS COMPLIES WITH PROFE:SSIONAL ENGINEERING
STANDARDS AND PRACTICES. AS THE: ENGINEER IN RESPONSIBLE
CHARGE OF THE DESIGN OF THESE: /MPROVEME:NTS, I ASSUME: FULL
RESPONSIBLE CHARGF: FOR SUCH DF:SIGN. I UNDERSTAND AND
ACKNOMEDGE THAT THE SIGNATURE OF THESE PLANS BY
INFRASTRUCTURE: ENGINEF:RING CORP., FOR THE VALLF:CI TOS WATER
DISTRICT, IS A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT
STANDARDS. THIS APPROVAL JS NOT A OE:TE:RMINATION OF THE:
TF:CHNICAL ADF:QUACY OR ACCURACY OF THE: DESIGN OF THE
IMPROVEME:NTS. SUCH APPROVAL DOES NOT, THERE:FORF:, RELIEVE ME:
OF MY RESPONS I BIL TY FOR THE DES I GN OF THE IMPROVEMENTS.
~~---OATE:_(Lf1k
R.C.£ 48670
06
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREIIY OEC!ARf THAT I AM Jl,/f ENG{NffR OF WORK FOR rn,s PROJECT, THAT I
HAVE: EXERCISED RfSPONSl/31.E CHARGf 0\1£R ll-lf DfSIGN OF ll-lE PROJfCT AS
OEFINF:D IN SECTION 870J OF ll-lf BUSINESS AND PROFfSSIONS CODE, AND ll-lAT
71if DfSIGN IS CONSISTF:NT Wf71i CURRfNT STANDARDS.
I UNDERSTAND THAT 71iE CHECK OF PROJECT DRAWINGS AND SPEC/Flr:ATIONS 8Y
ll-lf CITY DF r:ARLS8AD DOfS NOT RELIEVf ME, AS ENG/NffR OF WORK, OF MY
RfSPONSIBILJnES FOR PROJECT DfSIGN,
FIRM: HUNSAKER & ASSDCIATfS
AODRfSS: 10179 HUENNEKfNS AVE:
CITY. ST.: SAN DIEGO r:A
Tfl~(858)558-4500
BY:_ ~.!!:.,\<l~~!f:l.,.4:1<!,:t,=,,_"':-=::-:------llATE: ~Ja/o J
RA».IOND L MARTIN
P.£ NO.: RCE: -W670
EXPIRATION llATf: _.6,c/3.,0.,_/0,,.,8~--------
ASSESSORS PARCEL NUMBER'S
223-010-12, 223-010-/9, 223-0.10-27, 223-0/0-29,
223-010-35, 223-010-37, 223-021-09, 223-02/-12,
223-021-/6, 222-15/-80, 222-470-23, 222-470-25
ENGINEER'S NOTES
I.
2.
3.
5.
6.
7.
8.
NEITHER THE OWNER, NOR THF: ENGINE:ER OF WORK WILL ENFORCE
SAfETY MEASURfS OR REGUlATIONS, THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAfETY DfV/CfS, INCLUDING SHORING,
AND SHALL BE SOLELY RF:SPONSIBLF: FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEJ>,LTH STANDARDS, LAWS AND REGULATIONS.
CONTRACTOR HAS SOLE AND COMPLETE RF:SPONSIBIUTY FOR JOB S/Tf
CONDITIONS DURING THE COURSF: OF CONSTRUCTION OF THIS PROJF:CT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS RF:QUIREMENT
SHALL APPLY CONT/NUOUSL Y AND NOT Bf UM/TED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFfND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS fROM ANY AND ALL LIABILITY, REAL OR AllfGfO,
IN CONNECTION WITH THE PE:RFORMANCE OF THE WORK ON THIS
PROJE:CT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE ENG/NfER.
THF: CONTRACTOR IS RfSPONSIBLf TO INSURF: THAT ALL SLOPfS, STREETS,
UT/UT/ES, AND STORM DRAINS ARf BUILT IN ACCOROANCF: WITH THF:Sf PLANS.
IF THERE: IS ANY QUE:STION REGARDING THESF: PlANS OR ffl!LD STAKES,
THE CONTRACTOR SHALL RF:QUEST AN INTERPRETATION BEFORF: DOING ANY
WORK fl'f CALLING THF: ENGINEER OF WORK AT 558-4500. THE CONTRACTOR
SHALL ALSO TAKE THE NECfSSARY 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 DfSILTING BASINS, DIKES, SHORING, ETC.) UNTIL
SUCH TIME THE PROJF:CT IS COMPLETED AND ACCfPTED FOR MAINTENANCE
BY THF: OWNF:R.
THE EXISTENCE AND LOCATION OF UNDERGROUND UT/UTlfS SHOWN HEREON
WERE OBTAINED BY A SfARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLfDGE, THERE ARE NO OTHF:R EXISTING
UTILIT/fS EXCEPT AS SHOWN ON THESE: PlANS. BF:FORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKF: E:XPLORATORY EXCAVATIONS
AND VERIFY THF: HORIZONTAL AND VERTICAL LOCATION OF ALL UNDF:RGROUND
UT/LITIF:S AITTCTING THF: WORK, WHfTHER SHOWN ON THf PLANS OR NOT.
SPE:C/FIC ATTENTION SHALL Bf MADE IN AREAS WHERE THE PROPOSED
IMPROVEMF:N1S MF:ET EXISTING, CONTRACTOR SHALL NOT/Ff THF: ENGINffR
OF WORK OF ANY DEVIATIONS PRIOR TO OROERING MATF:RIALS FOR THE
PROJE:CT, AND ALLOW sumc1ENT TIMF: fOR Rf\/lSION TO THESE PlANS IF
AS-BUILT LOCATION OF EXISTING UT/UT/ES RfQUIRE CHANGES TO THf DfSIGN.
CONTRACTOR SHALL TAKF: PRECAUTIONARY MfASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMF:NTS SHOWN
HEREON AS WELL AS EXISTING UTILITIF:S NOT SHOWN HF:REON. CONTRACTOR
SHALL RfPAIR OR RF:PlACE ITF:MS RfOUIRF:D TO REMAIN IN PLACE WHICH Aflf
DAMAGED, DURING THE COMPLETION OF THE: WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
WHERE TRENCHES ARf ADJACF:NT TO F1JTIJRE: BUILDING SITES, A L/CF:NSED
SOILS ENGINEER SHALL Bf RETAINED fl'( 11-IE OWNER TO COMPLETf NfCESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTF:D AS DIRF:CTED
IN THE PRELIMINARY SOILS REPORT,
THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRF:D BY THE
APPROVING AUTHORITY IN ORDfR TO OBTAIN PROJECT APPROVAL. FIF:LD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVF:MEN1S. THE COST OF ANY
ADOITIONAL IMPROVF:MEN1S SHALL Bf BORNF: BY THf CONTRACTOR. ANY
ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLITF:D AT THE CONTRACTOR. EXPENSE. ,.
PRIOR TO OROF:RING MATERIALS OR BfG/NNING CONSTitUCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK
IN WRITING, WHENfVF:R THESE PLANS SEEM UNCLEAR.
PROJECT LOCATION
1HIS PROJECT IS LOCATfD Wfll-1/N ASSfSSORS PARCEL NUMBfR(S)
223-720-02, 223-720-06, 22J-720-07, 223-720-08, 223-720-09, 223-720-16
& 223-720-17
1Hf r:ALJFORNIA COORDINATf INDEX OF THIS PROJECT IS
N 1978 f 6268
BASIS OF BEARINGS
11-lf BASIS OF BfARINGS FOR THIS SURVfY IS THE CALIFORNIA COORDINA Tf
S'rSTfM -1983, ZONF: 11, 1991.35 EPOCH, NORTH AMERICAN D.A.TVM OF
1983 (NAD8J), GRID BfAR/NGS BfTWffN STATION VWD-.3075 AND STATION
VWD-3085 AS SAID COOROINA TES ARE: PUBLISHED IN THE CITY OF CARLSBAD
SURVF:Y CONTROL NETWORK ESTABLISHED BY RE:CORD OF SURVF:Y MAP NO.
17271, ffLED IN THF: omct OF THF: SAN DIF:GO COUNTY RF:CORDF:R ON
FF:BRUARY B, 2002.
If: N 04'55'39" W
RfFERfNCF:D BfARINGS FROM OTHF:R DOCUMF:NTS/DffDS MAY OR MAY NOT
Bf IN TfRMS OF SAID S'rSTEM. THf COMBINE:D SCALE FACTOR AT STATION
VWD-3085 IS 0.9999.39470. GRID DISTANCF: = GROUND DISTANCF: X
COMBINED SCALE FACTOR.
SOURCE OF TOPOGRAPHY
R. J, LUNG AND ASSOCIATfS, 2832 WALNUT AVENUF:, 11.JSnN, CA 92680.
(714) 832-2077, AfRIAL PHOTOGRAPHY Fl.OWN OCT. 25, 1999.
VALLECITOS WATER DISTRICT
REFERENCE DRAWINGS
CITY OF C4RI.SBAD DRAWINGS 200-2,
205-J, 397-3, 397-J-I AND 397-JB.
STATEMENT RELATING TO REIMBURSEMENT AGREEMENTS AND
EXTENSIONS OR ENLARGEMENT OF FACILITIES
THE OWNER OF THF: PROJfCT DESIGNATED LA COSTA RIDGE NEIGHBORHOOD 2. 1 & 2.2 HAS RfVIEWfD
DISTRICT ORDINANCE: NO. 115, AOOPTED NOVEMBER 1, 1995, AND AGREF:S THAT THE PROJF:CT:
OWNERS / PERMITTEES
Rf/>J.. fSTATf COLLATERAL MANAGF:MfNT COMPANY.
A DElAWARf CORPORATION
1903 WRIGHT PLACE
SUITE ISO
IS NOT F:LIGIBLE FOR A RE:IMBIJRSEMF:NT AGRF:E:MENT.
IS fLIGIBLE FOR A REIMBURSEMENT AGREF:MENT AND:
□ WILL EXF:CUTE AN AGREEMENT WITH THE DISTRICT,
~ WILL NOT EXECUTE AN AGREEMF:NT WITH THF: DISTRICT.
CARLSBAD, CA 92008
I 7601 929-2701
REIMBURSEMENT AGREEMENTS SHALL BE EXECUTED PRIOR TO ffNAL ACCEPTANCE Of THE
APPLICANT'S PROJECT.
SIGNED BY: __ ff~/..
LEGAL DESCRIPTION
lA COSTA RIDGE NEIGHBORHOODS 2.1 ANO 2.2: BEING A SUBDIVISION
OF LOIS 221, 226, 227, 228, 229, 246 AND 247 OF CITY OF
CARLSBAD TRACT CT 99-04-02, V/LlAGF:S OF lA COSTA -lA
COSTA RIDGE: IN THf CITY Of CARLSBAD, COUNTY Of SAN OlfGO,
STATf OF CALffORNIA, ACCORDING TO MAP NO. THE:RF:OF NO. 148.38
fllfO IN THf OfFICf OF THF: COUNTY RfCDRDER OF SAN DffGO
COUNTY ON JULY 14, 2004,
SHEET INDEX
COVER SHEET
KfY MAP
PRESTON H. LEWIS, P.f.
R.C.f. 45927 EXP. 12/02
l(QfESS,
~\10 L. 4
&~ ~ ~ ~ NO. C-48670"" ~
Exp. W.30-10 ""
/Vil ~
...___,---..:.. CAllliJ'l-\'<
J
V,W.D. "AS-BUILT'
(SIGNAnJRE) DATE
RAYMOND L MARTIN P.E. NO.:
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE
IMPORTANT NOTICE
48670
R,C.E.
STRF:fT SECTIONS .t NOTfS
IMPROVF:ME:NTS
SEWER LATERAL TABLF:
SHffT I
SHEET 2
SHEET 2
SHEET J-7
SHEU 8
SECTION 4216/4217 OF THE GOV£RNMENT CODE
REQUIRES A DJGALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID, FOR YOUR DJGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
ENGINEER'S NOTES (CONT.)
9. THf CONTRACTOR SHALL NOTIFY THf SURVEl'ORS 48 HOURS PRIOR TO
BACKFILLING TRfNCHF:S fOR ALL NE'W UT/UT/ES. THE SURVEYOR SHALL
OBTAIN NfCfSSARY fll!lO SHOTS TO PROVIDE: THf fNG/NfER OF WORK
WITH A LETTER OF CERTIFICATION STATING THAT All IMPROVF:MENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCF: WITH THf LINES
AND GRADF:S SHOWN HEREON, THE: CE:RT/ffCATION SHALL INCLUDE ALL
ITEMS RF:QU/RED BY THE APPROVING AUTHORITY,
10. THE GE:NERAL CONTRACTOR IS REQUIRF:D TO KEEP AND MAINTAIN A
SIGNED SET OF THfSE PlANS ONSITE AT ALL TIMES FOR USf BY THF:
ENGINEfR OF WORK, SOILS ENGINEER AND THf CITY INSPECTOR. THf GENF:RAL
CONTRACTOR'S SUPfRINTfNDANT IS REQUIRED TO UPD.A. Tf SAID PlANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PlANS SHALL
BE CERT/FlfD BY THF: SUPERINTfNDfNT AS ACCURATE AND COMPLETE
UPON COMPLIT/ON OF THF: PROJEC~ AND BECOME THE PROPERTY
OF THf F:NGINEF:R OF WORK.
'1. STATIONING Of DRIVEWAYS, lATERALS AND PROPfRTY LINES ON CUL DE
SAC'S AND KNUCKLfS Aflc AT THE RIGHT OF WAY. PRC AND PCR STATIONS
ARf AT THf CURB.
12. RETAINING WALLS, IF SHOWN HEREON, ARf INCLUDED AS SUPPLF:MENTARY
INfORMATION, DITA/LED PLANS, A SEPARATE PERMIT AND INSPF:CTION
IS RE:QUIRED fROM THF: BUILDING DEPAflTMENT FOR ALL RETAINING WALLS.
13, THE: SOILS REPORT AND ALL THf SUPPLEMfN1S THfRfOF ARE INCORPORATED
INTO AND MADE A PAflT OF THIS PIAN, ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJfCT TO ANY TESTING OR INSPECTION RfQUIREMEN1S
IN THE REPORT.
14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLF: POINTS AND TfES
IN WATfR SYSTEMS PURSUANT TO THE APPROPRIATf WATER DISTRICT STANDARD.
15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PIAN INDICATING ALL STREIT UGHT
CONDUIT RUNS, ACCfSS POINTS, HAND HOLfS AND SERV/Cf POINTS PRIOR
TO ENERGIZING THE SYSTEM.
16. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRfSENTATION OF THE
CALCULATED HGL OUR/NG 11-/f DESIGN STORM, AS RfQU/RfO fl'f THf CITY. THF:
CALCULATED HGL CAN BE FOUND IN THF: APPROVED STORM DRAINAGE RF:PORT
ON FILE AT THF: OFFICE OF THF: CITY F:NGINEER. ENGINEER IS NOT
RESPONSIBLE FOR USf OF 71if HGL SHOWN HEREON, BY 011-lfRS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THf SYSTEM. CHANGF:S TO THF:
SYSTEM, RF:QUIRE APPROVAL Of A REGISTERED ENGINEER RESPONSIBLE FOR
THE RfVISIONS.
17. ALL SE'WER LINE: BEDDING SHALL BE 3/4" BACKFILL PER SDRSD 5-4,
1YPE c, PVC SE'WER Pf PE SHALL MfET ASTM sro. .30J4 fOR SOR .35
SO/JD WALL PIPE.
STORM DRAIN NOTES
I. STORM DRAIN PIPES DESIGNATED AS HAVING THF: HGL AT OR ABOVE: THE:
PIPE somT SHALL Bf AMERON Rf/NFORCED CONCRETf P/Pf WITH REINfORCED
THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THF: ENTIRE RE/lCH.
COUPLING SHALL MffT THE REQUIREMF:NTS Of ASTM C76, CJ61, AND C443.
2. STORM DRAIN PIPfS WITH VELOC/TlfS EXCEE:DING 20 FEET PER SF:COND
SHALL HA\/£ A MINIMUM C0\1£R OF 1-1/2 INCH 0\1£R ll-lf IN\1£RT REINFORCING STITL
71if CONCRETf DESIGN STRENGTH IN THESf RE}.CHES SHALL Bf fc = 5,000 PSI.
fOR \1£lOCIT1fS EXCfEDING JO FEIT PER SF:COND, USf fc = 6,000 PSI.
CITY OF ENCINITAS
CITY OF
SAN MARCOS
ll
LA COSTA RIDGE NEIGH. 2.1 & 2.2
VICINITY MAP
FIRE HYDRANT LAYOUT PLAN
SCALE: 1 "=5D0'
NTS
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADF: BRfAK
81,t;' BF:GIN VfRTICAL CURVf
l!VC F:ND VERTICAL CURVE
VP/ POINT OF INTERSF:CTJON
BC BF:GIN CURVE
E:C END CURVE
HP HIGH POINT
LP LOW POINT n now LINE:
ST. STRF:ET
RT RICHT
LT LF:FT
7W TOP OF WALL
MVC MOO/ffE:D VERTICAL CURVf
KNU KNUCKLF:
VALLECITOS
WATER DISTRICT
Approved By: ~~t---
Pre~ewis, P.E.
WORK TO BE DONE
THF: JMPROVF:MENT WORK SHALL BE: PE:RFORMfD IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRF:CTfD BY THF: CITY fNGJNEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD fNGINF:ERING STANDARDS.
3. THIS SU OF PlANS.
4. THE STANDARD SPF:CIF/CAT/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
5. SOILS RE:PORT AND RfCOMMfND.A.TIONS BY GE:OCON, INC. SOILS AND TESTING, INC, Q.ITED,
AUGUST 3, 2001, UPDATf LETTER OfC. 20, 2004.
6. THf SAN DIF:GO ARfA REGIONAL STAND.A.RD DRAWINGS AND AS MAY Bf MOO/fffD BY THF:
CITY OF CARLSBAD STANJ:l.lRDS.
7. FINAL PROGRAM EIR 98-07
8. CITY OF CARLSBAD RESOLUTION NO. 5734 & 5735
9, VALLECITOS WATER DISTRICT STANIJAR{) DRAWINGS AND SPF:CIFICAT/ONS.
10. LfUCAOIA DISTRICT STANDARD DRAWINGS AND SPF:C/FICA TIONS.
11. STORM WATER POLLUTION PREVENTION PlAN (SWPPP)
PREPARF:D BY: HUNSAKER & ASSOCIATES, DATf: 12/01/04.
12. STORM WATER MANAGF:MfNT PlAN (SWMP)
PRF:PARED BY: HUNSAKER & ASSOCIATES, DATf: 12/07 /04.
13. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGF:ME:NT PRACOCE,
CONSTRUCT/ON fw-/DBOOK AND STATf OF CALIFORNIA, DEPARTMENT OF TRANSFORMATION,
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY/LOT LINE:
E/lSE.MENT LINF:
A.C. PAVING/BASF:
6 • TYPE G CURB .t GUTTER
CONCRETE SIDEWALK
DRIVEWAY
LEGEND
STD. DWG,
G-2
G-7, G-9, G-10
G-15
STRF:ET UGHT 9,500 LUM (HPSV) f-1 ", f-2, M-21
STREU SIGN, (TYPE PER PlAN) PF:R MANUAL
ON UNIFORM TRAFFIC CONTROL Ofl//CfS SOM-102
12" WHITE LIMIT LINE, "sTOP" PAVF:MfNT LF:GfND
PfR CAL TRANS STD. PlANS A24f & A24D (THERMOPLASTIC)
STREET CENTERLINE: MONUMF:NT
F:XIST/NG STORM DRAIN
STORM DRAIN (SIZE: PF:R PlANS)
M-10
CURB JNLIT 1YPE "B" 0-2", 05-1
PROPOSED CURB INLET TYPE "8-1" ,.D-2, DS-1
PROPOSED CATCH BASIN TYPE "F" D-7
CLfANOUT TYPE: ':4-4" D-9, D-10
SIDEWALK UNDERDRAIN D-27
CURB oun.u D-25
CONCRETf CUTOFF' WALL 5-10
PROPOSE:D 8" WC GRE:EN (SDRJ5) (V.W.D.) s-11•. S-12'"
SYMBOL --------
ill ·.J •••
o---{j
-v-
SfOP
6
[9
c::::!9
-------
~~ O=---_
--s-------
PROPOSE:D 8" WC (AWWA C-900 GREF:N) CL-200 --S-------
SEWER I.ATERAL 4• PVC (SDR-35, GREEN OR WHITE) (v.W.D) .,•S-4 -----@
PROPOSED SEWER MANHOLE .,•S-1 -s-0---
EXISnNG SEWER
EXISTING WATER LINE
PROPOSED 8" 0.1.P. CL-.350 WATER MAIN
1 • AIR .t VACUUM VAL VE
2• BLOW-OFF ASSEMBLY
8" GATE VALVE
ARE: HYDRANT ASSEMBLr WITH MARKER
W-2*""'
W-1**"'
W-14*•-_ W-16*""'
F:ND r:AP ASSEMBL r W-16"*
1• WATER SERVICE W/ 5/8?<3/4" METER W-6.,•
THRUST BLOCKS
1 • WATER TF:ST STATION W-21'"
" AS MOD/f/ED BY 1Hf CITY OF CARLSBAD STANDARDS
"' VWD STANDARD DRAWINGS
VWQ NO[<:
-----·---W-·····-·
w
1• AV.
2• oot
GV
--3
1------®
◄ >--------@
NOT A PART
PRESSURF: RfOUCING
BOTTOM OF WALL
NOT TO SCALE
NEW STREfTS SHALL BE CONSTRUCTED
TO SUBGRADF: PRIOR TO THE JNSTALlATION
OF THE PUBLIC WATfR OR SEWER SYSTEM
I
QUANTITY
91,924 SF
4,725 LF
24, 1515 SF
7,IJ35 SF
8 fA
6 fA
4 fA
19 fA
1,665 LF
6 fA
2 u\
1 fA
7 fA
37 fA
I fA
7 fA
2,.300 Lf
21/J Lf
44 fA
17 ul
2,118 Lf
8 fA
7 fA
4 fA
J fA
5 fA
44 ul
7 fA
J ul
V.W.D. DWG NO.
NAP
PR
BW
N.T.S.
CTB
RP
fOP
CDS
RCP so
PRC
PCR
CEMENT TRF:A TED BASE
RADIUS POINT
EOGF: OF PAVfMF:NT
CUL-OE-SAC
ENGINEER OF WORK
REINFORCE:D CONCRETE PIPE
STORM DRAIN
POINT OF REVERS£ CURVE
POINT CURB RETVRN ONO L. MARTIN
R.C.E. NO. 48870 EXP. 08/30/08
BENCH MARK "AS BUILT"
K302., 1935" IN CONG. MON. 'V7 ~
DATE
DESCRIPTION: 1.J..S.C. & G.X. BRASS DISC STAMPED ~
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ~y~~ sis/to BERi/ LINE ON RANCHO SANTA FE ROAD -~~--~=~-~-~-~---
133 NORTHERLY OF ELECTRIC / 1 DATE fFANSMIS~JON LINE POLE MARKED E 4R(J(L EX?. 630//0
REVIEWED BY: R.C.E. 45927, EXP. 12-31-06
Date: t;.12..-,a,__ ________ _
TL23011 AND 'TL13825" AND
APPROXIMATELY 1.2 MILES NORTHfRLY
OF THE INTERSF:CTION OF RANCHO
SANTA FE ROAD AND I.A COSTA AVENUE. £~~ i
fLfVAT/ON: 533.39 NGVD 29 MSL
CARLSBAD FIRE DEPARTMENT
INSPECTOR DATE
V.W.0, W.O. 204-684 w.o. NO. 2352-102 V,W.0. 04-025
BIN:
\.
f
~ 0 J ~ 'l' N -..
n 0 .,::. ~ -
f
0) I\)
0 I .,::.
.,
,.;fee
VAI.T,ECITOS WATER DISTRICT
1. All WATER AND SEWER l/NF:S SHALL B£ INSTAUE:D ACCORDING TO TH£ CURRENT STANDARD SPE:CIF/CAT/ONS
ORAW/NGS ANO APPROVED MATE:RIAL LIST OF TH£ VALLE:CIT/0S WATER DISTRICT FOR TH£ CONSTRUCT/ON OF WATER
ANO SfWE:R FACILITIE:S.
2. WATER LIN£$ SHALL HAVE: A MINIMUM COVER OF J6 INCH£$. SEWER LIN£$ SHALL HAVE A MINIMUM COVER OF 5
FE:E:T.
J. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGE:NCIES 48 HOURS PRIOR TO CONSTRUC170N.
VALLECITOS WATER OISTRICT. .....•.•..........• 1-760-744-0460
COX COMMUNICA170N .............................. 1-800-227-2600
S.D.G. .ft E ............................................... 1-800-227-2600
PACIFIC BELL ..•..........•....•.•..•.•...•..•......•• 1-800-227-2600
UNDERGROUND SERVICE ALERT. .............. 1-800-227-2600
4. IT SHALL BE TH£ RESPONSIBILITY OF THE CONTRACTOR TO VE:RIFY THE LOCA170N OF All SUBSTRUC'TURF:S,
WHETHER SHOWN ON THE PLANS OR NOT, ANO PROTECT THEM FROM ll4MAG£ THE ACTUAL LOCA170N ANO DEPTH OF
All £XISTING WATER ANO SEWE:R LINF:S JS TO BE VE:RIFIEO BY THE CONTRACTOR ANO ANY DISCREPANCY JS TO BE
BROUGHT TO THE ATTEN170N OF THE £NG/NEER OF WORK FOR CORREC170N ANO THEN SUBMITTED TO THE DISTRICT
FOR APPROVAL.
5. NEITHE:R THE ENGINEER, OWNER NOR TH£ VAll£C/TOS WATER DISTRICT SHALL B£ RESPONSIBLE: FOR TH£
ENFORCEMENT OF SAF£1Y STANDARDS.
6. A PR£CONSTRUC170N CONF£RENC£ M££T/NG WITH VALLE:CITOS WATER DISTRICT P£RSONNEL SHALL B£ HELD A
MINIMUM OF THR££ (J) WORKING lH\l'S PRIOR TO CONSTRUC170N.
7. A S/GN£0 SIT OF IMPROVEM£NT PLANS D0£S NOT IMPLY THAT CONSTRUCT/ON MAY BEGIN. TH£ CONTRACTOR
MUST CONTACT TH£ VALL£CITOS WATER DISTRICT £NGJN£ERING OEPARTM£NT.
8. ANY PROPOSED CHANG£$ IN TH£ APPROV£D IMPROV£M£NT PLANS MUST 8£ R£VIEWEO ANO APPROVED BY TH£
DISTRICT PRIOR TO TH£ INSTALLA170N OF SUCH CHANGF:S ANO TH£ CHANG£$ SHALL B£ SHOWN ON TH£ IMPROVEMENT
PLANS.
9. IT SHAU B£ THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT All 17MES ON THE JOB SITE, AN "AS-BUILT"
R£CORO OF All WATER ANO SEWER MAINS ANO APPURTENANCES INSTALLED UNDER HIS CONTRACT ANO PROVIDE: SAID
R£CORD TO TH£ ENGINEER AT TH£ COMPL£170N OF TH£ CONTRACT. TH£ ENGINEER SHALL PROVIDE: TWO (2)
BLUEL/NE SETS OF "AS-BUILTS" TO TH£ DISTRICT PRIOR TO TH£ WATER ANO S£WER Sl'STEM BEING PLACED INTO
SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CON0/170N OF ACCEPTANCE: OF TH£ WATER liND S£WER S'l'STEM.
10. All CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE £NCROACHMENT P£RMIT
OR EXCAVA170N PERMIT FROM TH£ APPROPRIATE AGENCY. INSPEC170N OF All WORK IS R£QU/R£D. FORTY-EIGHT
(48) HOURS ADVANCE N017C£ IS REQUIRED FOR INSPEC170N. NO WORK SHALL 8£ PERFORM£D IN TH£ PUBLIC
RIGHT-OF-WAY ON ~'TUROAl'S, SUNDA'l'S OR LEGAL HOLIDAl'S WITHOUT TH£ £XPRF:SS P£RMISSION OF TH£ DISTRICT
£NGIN£ER.
11. UNLE:SS OTHERWISE: SHOWN, S£WER LATERALS ANO WATER S£RVICE:S SHALL B£ RUN PERPENOICULAR TO THE MAIN.
12. All WATER LINES SHALL 8£ DUCTILE: IRON PIP£, CLASS J50 OR AS NOTED. All FITTINGS AR£ TO 8£ PUSH ON,
UNLE:SS OTHERWISE: SHOWN ANO APPROVED BY TH£ DISTRICT £NG/NEER. All SEWER l/NE:S SHALL BE BELL ANO
SPIGOT SDRJ5 P~ PIP£, OR AS NOTED.
1J. TH£ CONTRACTOR SHALL TEST HIS LINE:$ AGAINST HIS OWN BLOCKING ANO NOT AGAINST DISTRICT VALVES.
14. UPON CONNECTION OF TH£ N£W WATER S'l'STEM TO TH£ EX!S17NG S'l'STE:M, All VALVES ON TH£ £X1S17NG ANO
N£W Sl'STE:M SHALL BE OPE:RATEO ONLY BY DISTRICT PERSONNEL. TH£ DEVELOPE:R OR CONTRACTOR SHALL N017FY
DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6 WORKING DAl'S PRIOR TO A PLANN£0 SHUTDOWN.
15. All ABANDON£D SEWER LATERALS SHALL BE CAPP£D AT TH£ PROPERTY LIN£. All ABANDONED WATER S£RVICF:S
SHALL 8£ PLUGGED OFF AT TH£ MAIN, ANO TH£ CONN£CT/ON S£VERED. BAILS ANO S£RV/C£ ~DDLF:S OTHER THAN
BRASS SHALL B£ R£PLAC£0 PRIOR TO ABANDONMENT. RELOCATE EXIS11NG S£RVICE:S AS DIR£CTEO BY TH£ DISTRICT
ENG/N£ER,
16. All S£WER LATERALS DAMAGED OR MODIFIED DURING CONSTRUC170N SHALL B£ REPAIRED IN FULL AS DIRECTED
BY TH£ DISTRICT ENGINEER.
17, .All LATERALS SHAU 8£ CONSTRUCTED TO A MINIMUM FIV£-FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY
LIN£ AND SHALL 8£ CLEAR OF DRIV£WAl'S. All LATERALS SHALL 8£ CLEARO' MARKED WITH AN "s" ON TH£ CURB
AND SHALL 8£ SHOWN ON TH£ "AS-BUILT" DRAWINGS.
18. PRIOR TO ACCEPTANCE: OF ANY SEWER LIN£ BY TH£ DISTRICT, AU MAINS SHALL B£ AIR PRE:SSUR£ TESTED,
FLUSHED Cl£AN USING TH£ "WA TN£" BALL ME:THOD, AND SHALL PASS A 5:f MANDR£l THROUGH TH£ PIP£
19. TH£ DISTRICT Will NOT SUPPLY WATER OR S£WER S£RV/CE TO ANY PROJ£CT UN17l All PROVISIONS OF TH£
DISTRICT STANDARDS ANO IMPROVEMENT PLANS HAVE BE£N M£T, ANO FINAL ACCEPTANCE OF TH£ PROJECT HAS BEEN
GRANTED BY TH£ DISTRICT BOARD OF DIR£CTORS.
20. IF M£TERS AR£ INSTALLED IN SID£WALKS OR DRIV£WAl'S, MITER BOXF:S SHALL B£ DVERSIZ£D, PE:R DISTRICT
STANDARD DRAWINGS AND APPROVED MATERIAL LIST.
21. RELOCATION OR EXTENSION OF AN EX1S17NG WATER M£TER SHALL M£AN INSTALLATION OF TH£ M£TER AT A
LOCATION IN CONFORMANCE: WITH DISTRICT SPECIFICA170NS AS DIRECTED BY TH£ DISTRICT ANO P£RP£ND/CULAR TO
TH£ MA/NUN£ CONNEC170N, UNLF:SS OTHERWISE: NOTED. SERVICE: LATERALS OTHER THAN COPPER SHALL B£
R£PLACEO TD THE MAIN. BAILS AND S£RV/C£ ~DDLF:S OTHER THAN BRASS SHALL ALSO 8£ REPLACED.
22. WATER S£RVIC£S WHICH ARE DAMAG£D DURING CONSTRUC170N SHALL 8£ REPLACED IN FULL BY A COPPER
S£RV/C£ P£R DISTRICT SP£CJF7CA170NS AS DIR£CTED BY TH£ DISTRICT.
POLYETHYLENE ENCASEMENT FOR
DUCTILE-IRON PIPE SYSTEMS
II r I
ON£ LENG7H OF POLYETHYLENE 71JB£ FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT
f1GURE 1, INSTALLA170N M£THOD A
NOTES
4.J.1 INSTALlA170N, G£N£RAL BURIED DUCTILE-IRON PIP£, flffiNGS, VALVES, AND OTHER
APPURTENANCES SHALL 8£ INSTALLED WITH POLY£THYL£NE £NCASEM£NT PER ANSI/AWWA
C105/A2t.5-9J STANDARD. FOR INSTALlATIONS BELOW THE WATER TABLE, USE 71JBE-FORM
POLYETHYLENE: WITH BOTH ENDS SEALED AS TIGHltY AS POSSIBLE: WITH ADHESIVE TAPE OR
PlASTIC Tl£ STRAPS AT THE JOINT OVERLAP. PLACE CIRCUMFER£NTJAL WRAPS OF TAPE OR
PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF TH£ PIPE TO HELP
MINIMIZE THE SPACE: BETWEEN 7HE POLYETHYLENE: AND THE PIPE.
4.J.2 PIP£, M£THOD OF INSTALi.AT/ON OF POLYTHYLENE £NCASEMENT ON DUCTILE-IRON PIP£
SHALL BE BY METHOD A
4.J.2.1 M£THOO A (REFER TO FIGURE 1): CUT POLYETHYLENE 'TUBE TO A LENG7H
APPROXIMATELY 2 FEET (0.6 m) LONGER THAN THAT OF TH£ PIP£ SECTION, SLIP
THE TUBE AROUND mE PIP£, CENTERING IT TO PROVIDE: A I -FOOT (O.J m)
OVERlAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCOROION
FASHION LENGTHWISE UNTIL IT CLEARS 7HE PIP£ £NOS.
LOWER 1HE PIPE INTO Tl-I£ TRENCH ANO MAK£ UP T/-1£ PIPE JOINT WITH 1HE
PRECEDING SEC170N OF PIP£. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS
TO FACILITATE INSTALi.AT/ON OF THE POLYEmYLENE 'TUBE.
AFTER ASSEMBLING 1H£ PIP£ JOINT, MAKE THE OVERLAP OF 1H£ POLYETHYLENE
71JBE. PULL THE BUNCHED POLYETHYLENE FROM 7H£ PRECEDING LENGT/-1 OF
PIP£, SLIP IT OVER 7H£ END OF N£W L£NG7H OF PIPE, ANO SECURE IT IN Pl.AC£.
T/-IEN SLIP Tl-IE .END OF Tl-IE POLYITHYLENE FROM 1H£ NEW PIP£ SEC170N OVER
1HE END OF 7HE FIRST WRAP UNTIL IT OVERlAPS 1HE JOINT AT 1HE £NO OF 7H£
PRECEDING LENGT/-1 OF PIPE. SECURE: T/-1£ OVERLAP IN PLACE. TAKE UP 1HE SI.ACK
W107H AT TH£ TOP OF PIP£ TO MAKE A SNUG BUT NOT TIGHT FIT ALONG 7HE BARREL
OF TH£ PIPE, SECURING Tl-IE FOLD AT QUARTER POINTS.
CUTS, TEARS, PUNC71JRES, OR OT/-IER OAMAG£ TO 7H£ POLY£THYLEN£ SHALL BE RE:PAIRED
AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH 1HE INSTALlA170N OF 1HE NE:XT SEC170N
OF PIPE IN 1HE SA.ME MANNER.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR JS RESPONSIBLE: FOR /NSTAllATJON OF All SIGNING ANO
STRIPING.
2. All SIGNING, STRIPING AND PAVEMENTS MARKINGS SHALL CONFORM TO TH£
FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAmc CONTROL
D£VIC£S (MUTCD) 200J EDITION AS AMENDED BY TH£ MUTCD 200J CALIFORNIA
SUPPL£M£NT, T/-1£ CALTRANS STANDARD SPECJF7CA170NS (2002 OR LATEST VE:RSION
TH£R£0F), TH£$£ PLANS AND T/-1£ SPE:CIAL PROVISIONS.
J. All SIGNING ANO STRIPING IS SU8J£CT TO Tl-IE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4-. ANY OEVIA170N FORM THE$£ SIGNING ANO STRIPING PLANS SHALL 8£ APPROVED BY
TH£ ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANG£ IN
THE FIELD.
5. ALL STRIPING SHAU B£ REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL
8£ R£PAINTEO 1WO WE£KS AFTER INITIAL PAINTING.
6. All SIGNAG£ SHALL 8£ R£FLECTJVE PER CALTRANS SPECIFICATIONS AND SHALL USE
£NCAPSULATED l£NS REFLECTIVE SHEU/NG {HIGH INTENSITY OR £Q/Jt,L).
7. PRIOR TO FINAL ACC£PTANCE OF STREIT IMPROVEMENTS, AU STREU STRIPING AND
MARKINGS WITHIN A 500' P£RIM£TER OF TH£ CONSTRUC170N PROJ£CT WILL 8£
R£STORED TO A "UK£ N£W" CONDl110N, IN A MANNER M££TJNG TH£ APPROVAL OF TH£
CITY INSPECTOR.
8. E:XACT LOCA 170N OF STRIPING ANO STOP LIMIT LINES SHALL 8£ APPROVED BY TH£
PUBLIC DIR£CTOR OR HIS R£PR£S£NTATJV£ PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL R£MOVE All CONFLICTING PAINTED UN£$, MARKINGS AND
PAVEMENT LEGENDS BY GRINDING. D£BRIS SHALL B£ PROMPltY REMOVED BY TH£
CONTRACTOR.
10. All PAVEM£NT L£GENDS SHALL 8£ TH£ LATEST VERSION OF TH£ CALTRANS
STENCILS.
11. LIMIT LIN£$ ANO CROSSWALKS SHALL 8£ FIELD LOCATED. CROSSWALKS SHALL
HAVE 10' INSIDE: DIMENSION UNLESS OTHERWISE: SP£CJF7£D.
12. All CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT
l£G£NDS SHAU BE THERMOPLASTIC UNLESS OTHERWISE: SP£CJFl£D.
1J. FIR£ HYDRANT PAV£MENT MARKERS SHALL CONFORM TO TH£ MUTCD 200J £D/170N
AS AM£ND£D BY T/-1£ 200J CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL
STANDARD DRAWING M-19.
14. All MEDIAN NOS£$ AND FLARES SHALL BE PAINTED YELLOW.
15. ALL SIGNS SHALL 8£ STANDARD SIZE: AS SHOWN IN TH£ MUTCD 200J EDITION AS
AM£ND£D BY TH£ 200J CALIFORNIA SUPPLEMENT UNLESS OT/-IERWIS£ SPECIFIED.
16. SIGN POSTS SHALL 8£ SQUARE: PERFORATED STEEL 'TUBING WIT/-/ BREAKAWAY BASE
PER ~N DIEGO REGIONAL STANDARD DRAWING M-4-5.
17. WHE:N A SIGN IS ATTACHED TO A POL£, IT SHALL 8£ MOUNTED USING A
STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKE:T WIT/-/ STRAPS.
18. £)(/STING SIGNS REMOVED BY TH£ CONTRACTOR SHALL B£ DEl/VER£0 BY Tl-IE
CONTRACTOR TO T/-1£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE
19. All SIGNS SHOWN ON T/-1£5£ PLANS SHALL 8£ N£W SIGNS PROVIDED AND
INSTALLEO BY TH£ CONTRACTOR £XCEPT TI-IOS£ SIGNS SPECIFICALLY SHOWN AS
EXISTING TO B£ RELOCATED OR TO REMAIN.
20. (IF N£C£SSARY) WH£R£ R7 SIGN ANO TYPE: N-1 08J£CT MARK£R AR£ TO 8£
INSTAUED IN A 2-FOOT WIDE: MEDIAN NOS£, TH£ R7 SIGN SHALL 8£ 18"!<24 • AND
TH£ N-1 OBJECT MARKER SHALL 8£ 12"!<12~
MIN.
PL :r
I
I
I
I
I
I
I
I
I I\
Pt
TYPICAL SWALE
FU'TUR£ DRAIN BOX TO
CONNECT TO SID£WALK
_.-...pa-i----UNDERDRAIN PER PR£CIS£
GRADING PLAN
CURB
TYPICAL SIDEWALK UNDERDRAIN DETAIL
NTS
NOTE: £VERY LOT SHALL HAVE 1 DRIVEWAY. 1 WATER LATERAL. 1
S£WER LA TERA/., AND 1 SJD£WALK UND£RDRAIN. LOCATION OF
SID£WALK UNDERDRAIN TO 8£ SHOWN ON "AS-BUILT" PLANS.
PRIVATE STRffT LIGHT
R/.W
28' 28'
10· 18' 18' 10· J'*
MIN.
6' 5' 4.5' .5 1 5' 5•
_-, SIDEWALK
2.0'
6" TYPE G CURB
ANO GUTTER
I
2.0'
4• A.l],. PAIDl~T AND 4 BASE MIN.)
SEE: STREET N IF 1
n=4.5 CUL-DE-SAC
n=5.0 LOCAL STRffTS
PR/VA Tc LOCAL STR£1=TS
PORTION OF CORINTIA STREET,
CORTE TAMARINDO, AND CORTE ALISO
"LIVABLE STRffT DESIGN"
R/W 60' GENERAL UTILITY EASEMENT
30'
J'* 10' 20'
MIN.
_§.' 5' 4.5'
_.,-SIDEWALK
2.0·
20'
6" TYPE G CURB
AND GUTTER
I
2Jt-
JO'
NTS
PRIVATE STREET LIGHT
R/W
Ml .
5' 5•
4-.J.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLENE WIT/-/
ADHESIVE TAPE OR WITH A SHORT LENG7H OF POLYETHYL£NE SHEET OR A 'TUBE CUT OPEN,
WRAPPED AROUND Tl-IE PIP£ TO COVE:R Tl-IE DAMAGED AREA, ANO SECURED IN PLACE.
4• A.C, PA11:MgNT) AND 4 BAS£ MIN.
SEE STREET N IF I
• J' MINIMUM SETBACK TO HOA MAINTAINED SLOPE
T/=4.5 CUL-DE-SAC OTHERWISE TOP/TOE IS AT RIGHT OF WAY UN[
n=5.0 LOCAL STREETS
SITIO OCEANO PR.1vAre.
"UVABLE STREET DESIGN" NTS
PAVEMENT Sl=CTIONS
LOCATIONS TRAFFIC lfVDfX A.CT/ilCl<Nf55 ~h1~f<t.-ss·I_:
SITIO OCEANO 5TA IS'tfO ro ;13+s;t
C.ORlE TAMARIJl/00
CORTI: All510
120
!;. 0
s. ()
120 240 ----
SCALE 1'=120'
4" &"
4"
360
-::~:_ 7~·~----
/'" 94 ------::s;\
/ \~\
231
28
(,, \"
244
24
25
26
27
I I
23
22
/~ ,,,,' ' /
/ 1/. .• ~ ,.
1/./ /
•' /
PER DWG 420-4-C---.l .· /,
/ti' ,
I 104
99
LEGEND
SUBDIVISION BOUNDARY
RIGHT OF WAY
-------
SHEET NO.
FIRE HYDRANT
PVT STREIT LIGHT
STORM DRAIN
WATER LINE
SEWER LINE
STREIT SIGN
Q-<,
====D====
DSN (DOUBLE: STREIT NAM£ SIGN)
R1-1 (STOP SIGN)
W14--1 (DEAD END)
W/4--2 (NO OUltIT)
EASEM£NTS -----
V.W.D. "AS-BUILT'
(SIGNATURE) DATE
RAYMOND L MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPUNE R.C.E.
VWD NOTE:
N£W STREETS SHALL 8£ CONSTRUCTED
TO SUBGRAD£ PRIOR TO TH£ JNSTAllATION
OF T/-1£ PUBLIC WATER OR SfWE:R Sl'STEM
HUNSAKER
& ASSOCIATES
S,\N DIECiO, INC
PlANNING 1W9 Huennekern Street
ENO.NEERING San Diego, Ca 92121
SURVEYING Pt-1(858)558-4500· fX(858)558·1414
MAP 10820
MAP 12532
105
106 33
-~ 34
\, v,,-'m--, 99
\ ---' \ -\
\ '
35
~~
' .f,. '
I
I I I I
I
OCl
").~ ' ..,.-<! ' ' 9i.~
36 \\
'ck 31
0
~
100
37
I I
....
j
1' ,,
72
237
,. '
\ \
89
88
,' \. ,.
\\ ·\\ 7 ~\
,;y'1Y. ;%<:;:,'AO L ,If~ ~ lfi ~~ Ed NCl G-48670"" ~
"' Exp. lf6-30-10 "'
86
~ CNil ~
'fl'llil(}J{~N ~O~A=I:~~
248
102
81
--
225
\,\ \~1\ co~f-~~1 91-~ 51 l}JO:,
5~~0
V.W.D. DWG NO.
ENGINEER OF WORK
100 / %,_ ... ~aL ~i~r O' 235 '---,, __ __,,.
R ONO L. MARTIN . --
VALLECITOS
WATER DISTRICT D£SCRIPT/ON:
LOCATION:
Approved By: a~-Preston H. Lewis, P.E.
Date:
(. R.C.Er-5927, EXP. 12-31-06 . I-,,,
EL£VA170N:
,,-,s110 l~LM 1/.31 AS-BU/1 T
DATE INITIAL
ENGINEER or WOR REVISION DESCRIPTION
R.C.E. NO. 48670 EXP. 06/30/06
BENCH MARK "AS BUILT" IJ..S.C. & G.X. BRASS DISC STAMPED ~ ,.,y~ K302., 1935" IN CONG. MON.
POINT LIES 8.5' EASTERLY OF EASTERN 5/s/to BER!/ LINE ON RANCHO SANTA FE ROAD
133 NORTHERLY OF ELECTRIC
Re ~6ZQ EX?. ~LIO DATE Tl/t;NSMIS!j/ON Llt:ln_ POLE MARKED ' f/811 AND ' 13825" AND AP R XIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE. ~~ <1L11/,o 533.39 NGVD 29 MSL INSPECTOR b• •7 DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
PRIVATE STREET & UTILITY IMPROVEMENT PU.NS FOR:
DATE \NITIAL
OTHER APPROVAL
LA COSTA RIDGE
NEIGHBORHOODS 2.1 & 2.2
KEY MAP & SECTIONS
APPROVED LLOYD HUBBS ar .
Ad ,..,,c-a.~~ h?~/<Z,:
CITY ENGINEER""'i<:r =3~E~P 12Zn (05 .r DATE ' '
OWN BY: PROJECT NO. DRAWING NO. DATE \NITIAL CHKD BY: 2-~ 420-4 CITY APPROVAL RVWO BY: I CT04-02 I
V.W.0. W.O. 204-684 W.O. NO. 2352-102 V.W.O. 04-025
BIN:
)
"•
11~1\0{ ,
I\)
0 -<»
0 ~
.i::-.
I\)
0
I
.i::-.
... ---
--------- ------. --
-:-j
-· . ·-··:.i~---
+ , --------
-----·-··· ........ . ---I---
·····-······-·· ' . --- ------7
-. -------_ : .
-------- ----------------------·--------------------r
--------- -----r_···+---+-
... -. ---
CENTERLINE DATA
I l BfARING/DELTA RADIUS LE:NG1H REMARKS
1 N 80"45'00" W 80.!)5'
2 ll'JO'OO" 200.00· 40.14'
J N 87"45'00" £ 100.21'
4 50•15•00· 200.00' 210.J1'
5 N J2"00'00" W 18.JB'
CURB DATA
0 BfARING/DELTA RADIUS LE:NG1H REMARKS
1 N 80"45'00" W J6.27' 6" TYPE: G C&:G
2 11"JO'OO" 180.00' J6.1.J' 6" TYPE: G C&:G
.J N 87"45'00" £ 100.21 • 6 • TYPE: G C&:G
4 50•15•00· 220.00· 2.J1.J4" 6" TYPE: G C&:G
5 N J2'00'00" W 18.J8' 6" TYPE: G C&:G
6 N .J2'00'00" W 18.J8' 6" TYPE: G C&:G
7 50•15'00· 180.00' 189.28' 6" TYPE: G C&:G
8 N 87"45'00" £ 100.21' 6" TYPE: G C&:G
9 11'JO'OO" 220.00' 44.16' 6" TYPE: G C&:G
10 N 80"45'00" W J/J.27' 6" TYPE: G C&:G
VWD WATER DATA
I l BfARING/DELTA RADIUS LE:NG1H REMARKS
1 N 80'45'00" W 28.27' 8" DIP CL-J50
11'JO'OO" 211.00' 42.J5' 8" DIP CL-J50
N 87"45'00" £ 100.21 ' 8" DIP CL -J50
60'15'00" 189.00'• 198.75' 8" DIP CL-J50
5 N J2"00'oo• W 18.J8' 8" DIP CL-J50
• USE: 9• PIPE: LENGTHS
VWD SEWER DATA
l BfARING/DELTA RADIUS LE:NG1H REMARKS
t N 81'21'JO" W 54.84', 8" PVC
2 N 87"50'01 • E 156.04" 8" PVC
J N 71"02'5J" W 7/J.99' 8" PVC
4 N 51"46'05" W 59.62' 8" PVC
5 N .J2'00'oo• W 58.58' 8" PVC
PRIVATE STORM DRAIN DATA
Q BfARING/DELTA RADIUS LE:NG1H REMARKS
I N 80"45'00" W 24.27" 24" RCP 1J50-D•
2 1 l"JO'oo· 187.00' .J7.5.J' 24• RCP 1J50-D ..
J N 87"45'00" E 100.21' 24" RCP 1J50-0
/ V • ~ :n-~ ..-'f2!f:.J_, 24-'---RCP--~J5~fr ['\ ~
5 IJ 4't"a'f' oe'i,J ~ob' 24• RCP 1J50-D• Lb
~ ~ ~1•,;;1-• <:fl'hl ,,,.c.:,• 24" RCP 1J50-D -, .... ·~=· E--"-'J,-W' .... RC/>-t~fJII'
8 N 9•15•00• £ .J1.25' 18" RCP 1J50-D•
9 N .J2'00'22" E .J1.25' 18" RCP 1J50-D•
• WATERTIGHT JOINTS ALONG ENTIRE REACH (DUE TO JO CFS FROM
WATER TANK AS PROVIDED BY CMWD)
•• SEE PROF"ILE: FOR LOCATION OF WATERTIGHT JOINTS (DU£ TO JO CFS
FROM WATER TANK AS PROVIDED BY CMWD)
HUNSAKER
& ASSOCIATES
SAN DIECO, lt-.lC.
PIANNINC 10179 Huennekens Street
ENGINEERING San Diego. ca 92121
,URVEYING PH(858)558·4500· FX(BSB)SSll-1414
--------------------------f----
-----------r---
- ----------.
.... l , ....... , I ························· . "" ................ ~ ...... i =---'-'"' T '. : . , , , . . = .. ······•·· ", Pl9"11(S.,!fJ J; OM1A i w: l HORIZ. :
VERT. :
1"=40'
1 "=8'
10+00 11+00 12+00 13+00 14+00 15+00
17
18
NOTE: EVERY LOT SHALL HAVE 1 DRIVEWAY, 1 WATER LATERAL, 1
SF:WER LATERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNDERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
;
29
ywo NOTE;
NEW STREETS SHALL BE CONSTRUCTED
TO SUBGRADE PRIOR TO 1HE INSTALLATION
OF 1HE PUBUC WATER OR SEWER SYSTEM
V.W.D. "AS-BUILT'
1-----~===~-----DATE _____ _ (SIGNAl\JRE)
____ .,.,RA~YM=O.,.,N=.D__,L"--'MAR=e.,Tl,..,.N ____ P.E. NO.: ~48=67~0~_
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.£.
50 49
s , ..
3
30 31 32
SIT/0 OCEANO (f'R.IVA1t.)
48 I
40 0 40 80 ----
SCALE I'= 40'
~h,/4s-
7 DATE
DATE l-----+---+--------------+----l-----+--+---.JI SH3EET I CITY OF CARLSBAD I SH~TS I
'.:===='-':==::::E::N:::G:::IN:::E::ER:::l::NG=::::O:::E::::PA:::R::T::M::EN::T::::==:::=_-'==~
PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORIIOODS 2.1 & 2.2
SITIO OCEANO STA. 10+00.0010 15+00.00
APPROVED LLOYD HUBBS QY
l.%b-l10 /UM 3\. AS-BU LT /4 -:-:: -,:,,e-d. ve:,,-~ -LE b rd S:
i.:'"'::c/'.,c1e,:::,/~o~s;+,i<LY1_=:~¥,a;,' ,c=~v:_:1oe..::::;_:'-"-'~0~1..c="'~'~ei<-=.,._:-o:.:e.=:l-lq"-~--:cc-:-:-c-;;c----+Il."i'-;-;'Z/'..,·~•J~~ v;,:-1:-c+-----:+~,rl CITY ENGINEER "'1icf 2 'j&(Q r•e 12/J 1,/05 /DATE
1o/1b/<'o l'U-1 1 =v1-ee. ,c,roie-1-1 Of".A\U <-Of<.>vew.,,.Y<:> I-It.OE, ~-E II /.~-~ k/ I DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: A ~:f
ENGINEER or WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~ __ cr __ o_4_-0_2 __ ~ 420-4
V.W.D. w.o. 204-684 w.o. NO. 2~52-102 I V.W.D. 04-025
BIN:
)
--'··1
! 11'1405 1
I __ ··-· -------· _,
I
l
, I
----------·+r_-_-+-
MB-t~b--'=--+---±---±--±-:--+--+-=.I------l----T •-• i2-t ~ -a
q; ,..l:.(.o,~ -• .., '-• -¥,I.~.... ~~efkl,i~---------------------------------. ---a .. . ... :l" ____ ---_--
______ -••····-····· l ---...... ---
------ --- I
- i
--r---
CENTERLINE DATA
C ) BEARING/DELTA RADIUS LENGTH R£/MRKS
I N .J2"00'00' W I88 . .J4'
2 9•30'00· 200.00' .J.J. 16'
.J N 4I'.JO'OO' W 100.08'
4 4.J' .J5 '00 • 200.00' I52.I.J'
15 N 2°05'00" £ 26.2g'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH R£/MRKS
I N .J2"00 'oo• W l88 . .J4' 6 • TYP£ G C&:G
2 g•.Jo'oo· 180,00' 2g,85' 6 • TYP£ G C&:G
.J N 41'.JQ'OO' W 100.08' 6 • TYP£ G C&:G
4 4.J' .JS '00 • 220.00' I67 . .JS' 6 • TYP£ G C&:G
5 N 2'05'00" E 26.29' 6 • TYP£ G C&:G
6 N 2·05'00· £ 26.29' 6" TYP£ G C&:G
7 4.J' .J5 '00 • 180.00' I.J6.92' 6" TYP£ G C&:G
8 N 41'.JO'OO" W 100.08' 6" TYP£ G C&:G
9 9•30•00· 220.00' .J6.48' IJ" TYP£ G C&:G
10 N .J2'00'00' W t88.J4' 6" TYP£ G C&:G
VWD WATER DATA
f ) BEARING/DELTA RADIUS LENGTH R£/MRKS
I N .J2"00'00" W l88 . .J4' 8" OIP CL-.J50
2 9•30•00· 211.00'• .J4.99' 8" OIP CL-.J50
.J N 4I'.JO'OO" W 100.08' 8 • DIP CL -.JSO
4 19·25'12· I8g.oo'• 97.25' 8" DIP CL-.JSO
s 74•05'52• /8g.oo'• 46.50' 8 • DIP CL-.J50
6 N 2·os·oo· £ 26.29' 8" DIP CL-.J50
7 N 7T59'08" E 25.61' 8" DIP CL-.J50
• US£ g' PIP£ LENGTHS
VWD SEWER DATA
BEARING DELTA RADIUS LENGTH R£/MRKS
I N .J2"00'00" W I88 . .J4' 8"PIIC
2 N 41'.JO'OO" W 14.J . .JO' 8" P\IC
.J N 28'47'40" W 89.82' 8" P\IC
4 N 2°05'00" £ 81.57' 8" P\IC
f'RNATc:. STORM DRAIN DATA
0 BEARING DELTA RADIUS R£/MRKS
24" RCP I.JS0-0
2 N .J2"00'00" W
.J 9'.JO'OO' 187.00'
41
6 IJ bi"¾' 't.'E. 41.7q' 24" RCP t.Jso-o•
7 e. -¥->" 1.:>' cn'e ~¼,<A' ie,' RCP I.J5o-o•
e, u oo'in',s'e -1e,i!>!>' 2..-1-' 1,:,~o• ....__...___....,~ __ ,.. ...,_-_,,,,_--::;-,,,
• WAT£RnGHT JOINTS ALONG £NnR£ REACH (DUE' TO .JO CFS FROM 1£::,
WATER TANK AS PROVIDED BY CMWD)
•• S££ PROFILE FOR LOCAnON OF WATERnGHT JOINTS (DU£ TO .JO CFS
FROM WATER TANK AS PROVIDED BY CMWD)
-------------------
,---
14+00
46
NOT£: t.VERY LOT SHALL HA\.£ 1 DRll'f"WAY, I WATER LA.TERAL, I
SEWER LA.TERAL, AND I SIDEWALK UND£RDRAIN. LOCATION OF
SIDEWALK UND£RDRAIN TO 8£ SHOWN ON "AS-BUILT" PLA.NS.
15+00 16+00
I! 44 45 -"' +
?,1 & -"'
~ 8 ~ ~ 'ii c:, ,.. 't ;r ... ... . ., i r: .; ~ <o ...: "< ,l ;) 2 --"' ~ + + + + + "' .,., ~~ ~ ID <o "' a ----
s
-. .... . ' ' .. ~ ....
-~
~~ Q~
JL " ~.;, ~~ c:,
8 S!J >-~~ . i's :g g I-' ill ::i
~t; J; rt: :E ~Ji~ -S 96
OPEN SPACE
VWQ NOTE;
N£W STRE£TS SHALL 8£ CONSTRUCTED
TO SUBGRADE PRIOR TO TH£ INSTALLA.nON
OF TH£ PUBLJC WATER OR S£W£R SYSTEM
V.W.D. "AS-BUIL1"'
HUNSAKER
& ASSOCIATES
DATE (SIGNATURE)
RAYMOND L MARTIN P.E. NO.: 48670
L
-"' + _,.
<o
CJ)
"'
..
· . -I "' "' ~ ~
M s
;:t; 1 1 -,..
~ -
-
-- ------------------------
. ------------------··-----·· •••··-c·••••• -----___ ---••• ••-----•------------j lt' -'"~ ~~fa'Wtf -- --. ---
---t---t--+-r
I •_• -,:,.~ '
gj_lt:~~~~~ • .if~
i_ot>
_____ .:~fP. .. ::
----------------,------ ----- ----
-•-••F•"
-----+·
----T
17+00
4J
a ~ J
~ -d
"
SJT/0 OCF.ANO (~IVATl!-)
-
•-Ji ------
r: ,l !>: • •-•---•-•• ••-·ill -<i!j - -•••• -
1=-l--'i \--•l=t-=-c.---i-=-i-= ·-···i &hc=F_ •• ~1, __ • +-
___ --,------
-
t:: --------•••• -----,---------
···· t=t i-::-~ : ·,------,•·· ... ---+ --------- -------T -+-
::::::::::::: :::::: :::::: :::::: ------::::::j: .. =::==-
l----l---t----- - , ---~+::c:+::-::tt:t I= .:::: --,:·. ·:::.::· : .. ::· .:::::::··-
£J(IST 12" PIP£
FROM WATER TANK
----. ·······c···· . ----· • ----
19+00 20+00
41
L"°~ ·~ '•, ..:I~ [ .. ', ':f:5 ' .
• '; !) ' :/ '.. <::s
S)' . . 'cl IQ ft:, ~ .> s -•--'~ • 1' 4~~-$~~,~
,$,~ .J2+15.06 V , 2· 80 PER W-I
'!"'-"..o ~ 97 .Jl+85.26
t· AV PER W-2
FOR WATER LINE
CONTINUATION
SEE DWG 420-4C
VALLECITOS
WATER DISTRICT
Approved By:_~4,
resfonH~ Lewis, P.E.
R.C.E. 45927, EXP. 12-31-06
Date: ''17 ~.y-
sis/to HlM '1J\AS·l3VILT
=Jo/ex., f"U-1 Ii f<'-e.v1oe. -t>,Cf"..1-1 O\E'-AJI.J
40
0£SCRIPTION:
LOCArJON:
£LEYATION:
~R\ltESSIO,t1, 0 40 80 120 ,§> ~',;'0-0 L. ilf1, ( ~ (1-; ' ~ ~ 'f,c ;,:.
SCALE 1'=40' ---=q_, ,Je ~~;!-&'3 N(}: _-48670 \:',;
"' Exp. 06-30-10 "'
~1' C/V\\.~ V.W.D. DWG NO. OF CA\.\1'sJ
---.,.~
ENGINEER OF WORK
~~ ~~~~~ ~ RANDL.MARTIN
R.C.E. NO. 48870 EXP. 08/30/06
BENCH MARK "AS BUILT" I.J..S.C. &-G.X. BRASS DISC STAMPED -~✓£_~ 7<302., 1935" IN CONC. MON.
POINT LIES 8.5' EASTERLY OF EASTERN sLs/Jo BERi/ LINE ON RANCHO SANTA FE ROAD
I .JJ NORTHERLY OF ELECTRIC RCE 1:86Zr2. EXP. ~{JQIIQ DATE
'f//t;NSMIS!;j/ON Lil{ POLE _MARKED
l2381 I AND 13825 AND APPR XIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTERSECTION OF RANCHO -z:;: /;;,.? SANTA FE ROAD AND lA COSTA AVENUE. ~1,,.,/,o
5.J.J, 39 NGVD 29 MSL INSPECTOR -DATE
, S~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
PRIVATE STREET &-UTILITY IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOODS 2.1 & 2.2
SITIO OCEANO STA 14+50.00TO 19+50.00
APPROVED LLOYD HUBBS 61 Y-
.S"• ll· c,4 l)£,L -
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.£.
~~J. A·-< « --..<~ ~~ek'f ~p-:,4s 10/10/0"' 1"-u-1 I ,U:,.,-1-b"-VI.JO LIA,e-!1-<--~e,i<.. 1,,-u,,r £G , CITY ENGINEER RCE --2JL Exe 12,Z.l!,2'05 DATE
10/,e:,/o"' 1"Ll'1 i\f'LVl-bl!-"='1'"1"--1-"1 C\"-blW +-Q'.J'-"'WA'(b t,!Adl, !)ER ,~s-N-/'/T
DRAWING NO. l
I I
;
S A N D I E G 0. I N C. '~
PlANNING 10779 Huennekens Street ) OWN BY: PROJECT NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: :l,.!;l' CT04-02 420-4
ENGINEER or WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY:
ENGINEERING San Diego, Ca 92,Z, ~
SURVEYING PH(858)558·4500· FX{B58)556-1414 ~
L_ _______ __.:_ _________________________________________ ----r.;-;;-;-;~~~~-:;-;7,;""~~~<i
V.W.D. W.O. 204-684 w.o. NO. 2352-102 V.W.D. 04-025
BIN:
.I!:,,
9.
00
... ----------
___ :-:-:::-:: ___ :-_____ -__ ----~
-------------------------------
-------- --- - -+'. ·=·· +-'-=J=.J=.cJ=.j_ CC=+-___ _:~:::------
CENTERLINE DATA
I 1 Bf:ARING/OCLTA RADIUS LENGTT-1
1 N 2'05°00• E 81.00'
2 52•40•00· 50.00' 54-.69'
J N 60'J5'oo• W 81.64-'
4-4·52•00· 200.00' 16.99'
5 N 65'27'00• W 151.JS'
CURB DATA
□ Bf:ARING/DEL TA RADIUS LE:NGTT-1 , N 2'05'oo• E 81.00'
2 52·40•00· J0.00' J2.81'
J N 60'J5'0Q• W 81.64'
4 4-•52•00· 180.00' 15.29'
5 N 65'27'0o• W 151.JS'
6 208'04'21 • 40.00' 145.26'
7 N J7'22'J9• W 50.00'
8 28'04-'21 • 100.00' 49.00'
9 N 55•2roo· w 4 I.J5' ,o 4·52•00• 220.00' 18.59' ,, N 50'J5'00• W 40.4-7'
12 25'50'31" 50.00' 21.06'
" 112•03•54• 50.00' 117.35'
14-2J'JJ'23• 50.00' 24-.67'
15 N 2•05•00• E 47.47'
VWD WATER DATA
\ I Bf:ARING/DELTA RADIUS LENGTT-1 , N 2'05'00• E '18.14'
2 N 60'J5'oo• W '18.18'
3 4·52•00· 211.00' 17.92'
4-N 65'26 '53 • W 168.32'
VWD SEWER DATA
<J BfARINGIDELTA RADIUS LENGTT-1
1 N 2·05•00• E 81.00'
2 N 29'25'12• W 51.91'
J N 60'J5'00" W 90. IJ'
4 N 65'27'00• W 164.84'
HUNSAKER
& ASSOCIATES
SAN DIEC(), INC
Pl.ANNING 10179 Hueonekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558◄500· FX(BSB)SSB-1414
REMARKS
REMARKS
6• TYPE G C&:G
6• TYPE G C&:G
6" TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6" TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
6• TYPE G C&:G
REMARKS
8• DIP CL-350
8• DIP CL-350
8• DIP CL-350
8• DIP CL-350
REMARKS
8•p;c
8. p;c
8. p;c
8. p;c
VWQ NOTE:
N£W STREUS SHALL BE CONSTRUCTED
TD SUBGRADE PRIOR TO THE INSTALLATION
OF THE PUBUC WATER OR SEWER SYSTEM
NOTE: EVERY LOT SHALL lvl\lE I DRIVEWAY, 1 WATER LATERAL, I
SEWER 1-'i TERAL, AND 1 SIDEWALK UNDERDRAIN. LOCATION OF
SIDEWALK UNOERORAIN TO BE SHOWN ON "AS-BUILT" PLANS.
If
3
38
41 40 39
If
35
SIT/0 OCEANO ( ffi'.-IVP'H: .. )
V.W.D. "AS-BUILT'
(SIGNATURE) DATE
RAYMOND L MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.E.
SUBDMSION---.J
BOUNDARY
100
23+49.63
2 BO PER VWD DWG W-1
2J+52.6J
END CAP ASSY W. TB
40+ 72. 63 cos
1 AV PER VWD W-2
I
I
25+00
VALLECITOS
WATER DISTRICT
Approved By· ~"-/!2.~t~~.....,,,,,,,_ ____ _
Preston H. Lewis, P.E.
R.C,LJ.5927, EXP. 12-31-06
Date: Vl?""'L__
- - - - - - - I
--------·-:-i -----
---7 --
' • - • - • I -::_-----:----:::t ---.
PROFILE SCALES
HORIZ. :
VERT. :
40 0 40 80
~~--1 I
SCALE 1': 40'
V.W.D. DWG NO.
ENGINEER OF WORK
_£ ·· IL_',l;rd-?h/o
RA~•RTIN I DATE
R.C.E. NO. -4-8670 EXP. 06/30/06
BENCH MARK "AS BUILT"
OESCRIPT/ON: 1,1_.S.C. &: G.X. BRASS DISC STAMPED ~ K302., 1935" IN CONG. MON. L
LOCAnoN: POINT LIES 8.5' EASTERLY OF EASTERN ./ ~ ~C:::.. !i/Jj/O BERi/ LINE ON RANCHO SANTA FE ROAD =;Pl"'""'"""-''-'--~'-""'"""-==-""---=-"'-'--~--
tR"ls"!Jif~l-tfifLJN~FP5ItCW.,~KED RcE t'i!6ZQ EXP. t,/Jo!to DATE
7L230" AND 'TL13825" AND APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY: OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
ELEVATION: 533.39 NGVD 29 MSL ~//~J/o
DATE
1----+--+-------------+-----+----+-----l-----l I SHSEET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
PRIVATE STREET &: UTILITY IMPROVEMENT Pf.ANS FOR:
LA COSTA RIDGE
NEIGHBORHOODS 2.1 & 2.2
SITIO OCEANO STA 19+50.00 TO 23+43.93
APPROVED LLOYD HUBBS er
10/1b/o<> i<J..J-1 ~ ~~~~'l,o u.,.,eiZ.-=~ ~ crr?di\;1;;&f'&t'? ~~'t,e 12Znlo~o/L1tfr
l-',o....1./..'-'1e,CJ.f.c..o.::e;+-'-1"..-=L..Mc....:..+;.,.:t<L=->1-,<:>e.-'--=-..,;D!"l-=-"~'-=,-=-:-<.;,o__:_ __ :...._ ____ -JL'~'--=''+"~""--'•• ~l-c-~.,+~=-1 ~====::==;=~=====-=:.=.:::_::_:=._'::_~•~=--~•~~===~ Of(>... /· St' OWN BY: ~-c=~-PROJECT "!0, DRAWING NO.
DATE INITIAL DATE INITIAL OATE INITIAL CHKD BY: R!,:f CT 04_02 420-4
ENGINEER or woR REVISION DESCRIPTION oTHER APPROVAL CITY APPROVAL Rvwo BY:
--------v.w.o. W.0. 204-684 W.O. NO. 2352-102 V.W.0. 04-025
BIN:
•
)
·oiosoo
0
l (J1 ~
i 0 .a:::. -,. . 0, I\) -0 I ,
I f ~
;
<i
-~--T----: --r-
::--T
lUcc=i=1==cl=.cc jl()c::,1.±c·=·
-~ ~
cc+~-.i+.=lc-~f~ ii-l-7"-I•
. Jc!;111'N·~~-:-B<l+='
---------------.··g---------------
••••• •••••••
---' -
----- ----------- ------·········----. --· ------·------' ---
--•-------
CENTERLTNE DATA
l J BEARING/D£LTA RADIUS LENGTH
1 N 77'4-S'OO" W 5.00'
2 16'15'00" 200.00' 56.72'
3 N 86'00'00" E 85. 14'
4 N 86'00 ·oo • E 200.60'
5 2•55•00· 500.00' 25.4-5'
6 N 83"05'00" E 327.87'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH
1 212"12'08" 38.00' 140.74'
2 N 71 '35'06" W 50.00'
3 16"27'34" 100.00· 28.73'
4 N 86'00'00" E 159.17'
5 2•55•00· 4-82.00' 24.54'
6 N 8.J'05'oo· E 327.87'
7 208'11 '46" 38.00' 138.08'
8 N 68'43'14• W 50.00'
9 28'11 '46" 100.00' 49.21'
10 N 83'05'00" E 218.60'
11 2·55•00· 518.00' 26.37'
12 N 86°00'00· E 143.58'
I N 86"00'00" E .J.J.13'
14 9·47•14• 100.00' 17.08'
15 N 76'12'46" E 50.00'
VWD WATER DATA
: ( 1 BEARING/DELTA RADIUS LENGTH
I N 811'00'00" E 111.96'
2 N 86'00'00" E 138.56'
3 2·5a•oo· 4-89.00' 24.89'
4 N 83'05'00" E 327.87'
VWD SEWER DATA
BEARING DELTA RADIUS LENGTH
I N 86"00'00" E 111.96'
2 N 86°00'00" E 138.5/J'
.J N 8.J'05'00" E 264 . .Jf'
fRIVN°e. STORM DRAIN DATA
C) BEARING/DELTA RADIUS Lt;NGTH
1 N 4-5'00'08" E 35.41'
2 )-.l c.,1• 4o~L" e \4.t:,4,'
-3 µ '="-·=·=·e ~4-'i"!'
RfMARKS
REMARKS
6" TYPE G C.W
6" TYPt; G C.W
6" TYPE G C.W
6 • TYPE G C.W
6 • TYPE G C&:G
6" TYPE G C.W
6" TYPE G C.W
11• TYPt; G C.W
6" TYPE G C.W
11• TYPE G C.W
6" TYPE G C&:G
6" TYPE G C.W
6 • TYPt; G C.W
6" TYPE G C.W
6 • TYPE G C.W
RfMARKS
8" DIP CL-350
8 • DIP CL-350
8" DIP CL-350
8" DIP CL-350
REMARKS
8" PVC
11• PVC
REMARKS
.JO" RCP 1350-D•
.JO" RCP 1350-D••
, .JO" RCP 1350-D"
&
2 BO Pt;R VWD W-1
c,L, \4' o...l
9+70.01~1 .. OB'RT VWO S-1
149+71.511 ' NO 12
REi nN~ .JO'
24• CMP S1VRMI LINE
EXISnNG STORM WATER,/""-../.
QUALITY UNIT
PER DWG 397-3
&
(j
~
I: /./
l?
~ ~~ <..)
~~ :s~
i:i~ fj Ill
~~ ;.;!:
°'"'
10+00
1 1
iS <..) "' e
" ~ ~ <:, g " " c:, ., ;. ;. ;. c:, t::l f.:l l::i &l -
"' "' "' iS II \g e e "' ~~ ~ <..) ~ (j
~ :g ~8 ...: ~"' lo, ~ :ii g 0, -;. ;. ;. c!; ;. . 0,,..,, C) ~f.:l -~ "<(j
3
• WA R E·~-,rrl.i..._____,--...__.,.___ _ _... ..._ _ _,,,.....,_ NOTE: EVEm:..LoT SHALL HAVE 1 DR/\<fWAY, 1 WATER LATERAL. 1
SEWER LATEry,L. AND 1 SIDEWALK UNDERDRAIN. LOCA noN OF
SIDEWALK U"'DERDRAIN TO BE SHOWN ON "AS-BUILT" PLANS.
•• SEE PROFILE FOR LOCAnON OF WATERnGHT JOINTS
HUNSAKER V.W.D. "AS-BUILT'
& ASSOCIATES
SAN DIEGO, INC
DATE (SIGNATURE)
• .YMOND L MARTIN P.E. NO.: 4-8670
f't.ANNING 10179 Hueonekens Street
ENGINEERING San D~go, Ca 92121 MY REGISTRATION EXPIRES: 6 .JO 06 DISCIPLINE R.C.E.
SURVEYING PH(858)558·4500· Fx:(858)558-1414
f.:l
~ <o .,
c!; -
15
-----------1 -
11+00 12+00 13+00 15+00
& & 6 6 61 fl.
i ';I, fl. fl. fl. "'~-~-~~
~ p~~ ~ -r:i ..... -Iii, --~ ~~~-Pf ~ ~ i 'i" t 3c::, g ---v.l r--c... C) i .,-
8 ,J i~ t ;.+ ++ + + + ;. ;. -li5 -fi "';<:~,!! "'~ "' 5 -+ ! ~~::i1~ ;;j I> ;! 8 !fi -<::c:.· ~ 1-t;g~~:2 ~ ;. ... -1' ~"':R 8 :::i <ii S'> ~t ..., :i,. °"'"' -f' ~~ .-1 ~~"'~~ <ii O "' --(j -
;I;:~ ~ ~ ;I;: t-~ l>p~~"\~
l: i~ f'-"'ti! ;g ! l:
~i ~ "' -<; '(' 6 --~~ "' ~ -
}-
---) ct
"' ... ~3 " ~ -,;!; ~d --
i " " c:, "' "' ~~ ~ °" -;. ;.
~d ,. ,. --
3 i " c:, ,.
1 ~ ll! i-;. .,..d.,.. ----.,-"' ;. ;.
52 53
<o
II!. 54
"' -:-< <o
c:, .,-
" 55 " fl. fl.
VWD NOTE;
NEW STREETS SHALL BE CONSTRUCTED CORTE TAMARINOO (ff<.tvAH: .. )
& 60 ffi 59
fl. -
C'l ---"' ,...~ ;.
S, t ~
~ " "
-i ~ p 1 -1t 0>
~ ~ ll'
~ ~ 8 ~ " ~ !ll "' ~ "' ~ ! " 8 -;. .,
;. ~ ., d ., --~
~ & i-
56
58 fl.
_.,. -'?~ ~
;3 ~ ~
8~ --
57
PROFILE SCALES
HORIZ. :
VERT. :
17+J5.29=
60+67.31 COS=
30+00.00 so TYPE 8 INLET 40 0 4;....0 ___ _ceo 120
~~L_ __ 1 I __ ____,,
SCALE 1'= 40'
FOR STORM & SEWER
CONTINUATION
SEE SHEET 7
V.W.D. DWG NO.
ENGINEER Of" WORK .
101 ~~~~ ,.;/4/4.r
RONDL.tiARTIN ' DATE
R.C.E, NO. 48670 EXP. 08/30/08
"AS BUILT"
~)<~
1?/'-::,70 EXP. 6/30/{0
s/4110
DATE
REVIEWED BY:
~~~~-
INSPECTOR
TO SUBGRADE PRIOR TO THE INSTALLA noN
OF n-lE PUBLIC WATER OR SEWER SYSTEM
l-----l-----l-------------+----l--------J~--1~Lc_ir_Y__-=:.EN"'?"'-1NE=-=~""Rl:..:.-Nf'--A=-=DE::..:~.::c~.:.:T~:.:::E~c..:T_A_o____,I SH~Ts I
VALLECITOS
WATER DISTRICT
Approved By: t~=-!2.li!Ai!.!!"•...---=--~~---PfestonH. Lewis, P.E .
I' __..R.C.E,,-45927, EXP. 12-31-06
Date:_~ 7,,,)... ,,. _________ _
DESCRIPnON:
LOCATION:
£1.EVAOON:
BENCH MARK
PRIVATE STREET & UTILI/Y IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBORHOODS 2.1 & 2.2
CORTE TAMARINDO
V.W.D. W.O. 204-684 W.O. NO. 2352-102 V.W.D. 04-025
BIN:
oioso6
0,.
9. .. 00
(
----------------. -------,------------r _ ••· ··• t=-::: :: ____ -
----------------r==---
~--.~---=---=-,WF-+=;=+~+==±=tL=!=t ___ .J_ ·•·__J··· •-= J I Lr······'_c=•-•·t----"----r=t=•-."c--•-··c··•!_.-__. .. --' T --+---+-_ --C ~ij ' SHOWN T - -zwl __ .f_j -t}zt+ ; -rr . ·;=-·--=-=11==_=t_ --=--1=4=··=••-•·+·· i T
-------
------------------·· -+--+---t----t-_---t_ ------_: ~------~-+-+--I-_ -----l ---- -:·_
---------- ------------
-· -----•-~ ~••.------T ----• ,~--+----'--r'~~ 'fuR :c66l _ ;' ;;~;;___:_=-p::=_:__.__+--__ =-___ --+.-f-•• = .. d ••• =-,___:_ •••• +._:_c_,.--+--4-::_+-l=+-=l=•Ff···••i-=4•••1 -------, ---E:• F -~ ._· c_~ r-~1.•.-•
V ~ ----::·-t·K -___ T _____ -
tt-----t-c-L __ +.-\ •. _--_ •• ··-•·· ______ J--+---------+----+---+---•••••••••• F-4-•.... -•·· I•••---•-----------F 6=-'•·-· ;<1-'----'--1---i. I --. i ··-·-·-c--···· -~ t it
---_____ ----)---::::::;-________ -:: -~ .. ~ ----·· .... r r ··-....... --.:;i •.. ~•--•···
~'I I 11-' ·~I=-!, ----+--c+-
···• i:i -' --+-+-a~s •••• =
t--+--+--+---·-···-+• --· .•. ---r. )-~~ i ." . e :
~+-·=m{=lo... i ,--•Ee:±·--· S£1f '££1:: 7 ii I
-= . . -+-----t-: ~ .
. '·.•~--+=++--+=···--! jffl f
t•:.-T,+--1-t--·•·• -••••· ~ I =fa!: i"'-;;:,-;;;F~::,.; k1'.E0-.
r __
•c=i . . .
:::-::--·_:'_:::::::::::{-
----------------
CENTER INE DATA
B£AR/NG DELTA RAD/ LENGTT-1 REMARKS
1 N 55"25'50" '£ 250.00'
CURI) DATA
□ B£ARING/DELTA RADIUS LENGTT-1 REMARKS
1 208'11 '4/J" J8., a' 1J8.08' IJ • TYP'£ G C<tG
2 N 55"25 '50 • '£ 199.91' IJ" TYP'£ G C<tG
J N 55'25'50" '£ 90.64' IJ" TYP£ G C&G
4 28'11 '4/J" 100. a' 49.21' 6" TYP£ G C<tG
5 N 2714'04" £ 50.00' IJ" TYP'£ G C<tG
VWD WATER DATA
\ I B£ARING/DELTA RADIU;, LENGTT-1 REMARKS
1 N 55'25'50" '£ 184.41' 8" DIP CL-J50
VWD SEWER DATA
) B£AR/NG/DELTA RADIUS LE:NGTT-1 RE:MARKS
I N 6759'07" W 69.24' 8" PVC
2 N 67159'07" W 215.54' 8" PVC C-900 CL-200
J N 55"25 '50 • '£ 20J.J4' 8" PVC
PRivA-re. STORM DRAIN DATA
0 B£ARING/DELTA RADIUS LENGTT-1 REMARKS
I N J759'07" W 114 e1' 24" RCP IJ50-0
2 N 3714'16" '£ 47.88' 18" RCP 1.J50-D
J N 55'25 '50 • '£ 186.99' 24" RCP IJ50-D
4 N J4"J4'10" W 5.25' 18" RCP IJ50-D
5 N J4"J4'10" W 27.25' 18" RCP IJ50-D
"' 1-1 <, 'l' S'l' 01' J-..l 14,01' u·ie,;:P 1'0'=0-0
HUNSAKER
& ASSOCIATES
PlANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)5511-4500· FX(8S8)558-1414
; . . j -j
I I-~+-"++--+--+--+ Pl 71'' <~¥.il<' -. --- -----• ---·---1-
----.. cLJL-'i-D '"T
---- ----,-------t----t--
.. ---~12 -J: ·i1J;j~! ' ~· ... ··•---------"J •• ~! F I _I -2. i--lil'--ili-;11-:;i:~-·~. ·1-l~ •.•• + ·--
'P -
__ i-=: _.g: Jr-~~" ~-+ ··---c4 ··-·. i1f' ·••---_------~.!ll'F"f T
\'\Yrl \-~~;~Fl;'~-~~ -I t[, --.... ' ,
, ----, il1£c~~ ••-r==t-------,
F .•• _,.. _, 80'-____ F+-'ttli= ••• F .... --+=; ff~ .... _,--+-----,-,_---------t----+=tl"l
·-
--1 ----,---------
--~'" 1_ --
___ -
...• -=!•:~
.
'.:~~:::=:::; ::;;:f:::::
: :::::: :----
~ijj • • J · -·· I•• [··• •••••I __ ---··---•-••••••••• .---·-r• ' ~~-~v Cjf~•"''-=Ji l-~ ]-•_1 :,t---•••·+---i=='--+----='~ ,•~~
~~W--l~~!JI__~-d Joi r . . ..... --. •· --• ---n -·------·---------t---t--~+----+
. .. l
• •• I
I
-j ::-_~:_-_-:f:-:-;-_-:t :::: _____ _
!-~ -,---
!
-1 ' f I !_:-
59
co
57
NOTE: £VERY LOT SHALL HAVE: 1 DRIVEWAY. 1 WATER LATERAL, 1
SEW£R LATE:RAL, AND 1 SID£WALK UND£RDRAIN. LOCATION OF
S/D£WALK UNDfRDRAIN TO 8'£ SHOWN ON "AS-BUILT" PLANS.
V.W.D. "AS-BUILT'
(SIGNATURE) DATE
RAYMOND L. MARTIN P.E. NO.: 48670
~y REGISTRATION EXPIRES: 6-J0-06 DISCIPLINE R.C.E.
s
8+00
58
)
VWD NOTE;
9+00
. \~ \\ ~ "1 ·, \ ; \'\ . \
'.j )<
; (OT"
g PE. ~Pf~E.
fl) v-'•.J -" -q / f4 \ fl\
&tjt-I
~'& ;;;J Jc-
-~ I
I
/,-
.,
N£W STR££TS SHALL 8£ CONSTRUCTED
TO SUBGRAD'£ PRIOR TO TH'£ INSTALi.A TION
OF TH'£ PUBLIC WATER OR S£W£R SYSTEM
10+00 11+00
76
75
fl
CORTE ALISO (w1vAre.)
PROFILE SCALES
HORIZ. : 1 "=40'
VERT. : 1 "=81
12+00
86
85
VALLEC/TOS
WATER DISTRICT
Approved By:_~~~~~1 =::;_~---
PrestonH. Lewis, P .E.
R.C.E. ~27, EXP. 12-31-06 ~ ., 1 "'#_,,J ________ _ Date:
40 0 40 80 120
SCALE 1 '= 40'
ENGINEER OF WORK
~.7'/,ha/4;
RAONOL MARTIN
R.C.E. NO. 48870 EXP. 08/30/08
BENCH MARK "AS 8 U IL T"
D£SCRIPTION: 1,1.s.c. & G.X. BRASS DISC STAMPED KJ02., 1935" IN CONG. MON.
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ~H. VJ ~
BERi/ LIN'£ ON RANCHO SANTA FE ROAD -p '-L..:.-'.'~ • s/s/10
133 NORTHERLY OF ELECTRIC / 0/ TBANSMIS~ION LIN'£ POLE MARKED CE 18(,70 EXP. b 3/0
'TL23011 AND 'TL/3825" AND
APPROXIMATELY 1.2 MILES NORTH'£RLY REVIEWED BY:
OF THE INTERSECTION OF RANCHO -.--,,,...
SANTA FE ROAD AND LA COSTA AVENUE. L"-'-.-'-di':, •• ~
533.39 NGVD 29 MSL -IN_S_LPE"._,C~T:__:OR~~=::::g,:;i'------£LEVATION:
DATE
DATE
l------+--+---------+---+---------1--+-------lls~nl.c_n_Y_o_F_c_A_R_Ls_a_A~o~~ _ ENGINEERING DEPARTMENT ~
1-----+-----+----------------------t---------t--;----+------1 PRIVATE STREET & UTILITY IMPROVEMENT PLANS FOR:
REVISION DESCRIPTION
LA COSTA RIDGE
NEIGHBORHOODS 2.1 & 2.2
CORTE ALISO STA 9+52.52 TO 11 +99.91
DWN BY:~~--
DATE INITIAL DATE INITIAL CHKD BY, B~ PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-02 420-4
V.W.D. W.0. 204-684 W.O. NO, 2352-102 V.W.D. 04-025
BIN:
f ' .
: 111405. j
l " 0 I i J " r, 0 ~ -,. 00 I\)
" 0 I
'.)I I 'l ~ ~ ;
<i
~c-------
S EWER LATERAL TABLE ---------------
Street Station Invert Drop to Length Lateral A-Lateral Street Station
LOT of Sewer at Main Main of Elev. At Elev. Depth at Slope of Water CB. Elev.
NO. Lateral PL (1) Lateral@ Water Lateral @ Curb IE (2) PLIE Sewer (3) 4 Curb
# # ft ft ft ft ft ft % # ft
12 Zit 64. "11 CO() <,t.ro.4, I.LO 60.1 <,:Z..7.1.., 1 <,-::0.o?:J 5.36 2.00% Ll+lo.ul cbo i:.e:x'.l. :2-"'I
13 2.1 +-46,. n cO-'.> yllc,'n lt.5 Y....4 C,2..1.'Sl.., ~oL.t:i::> 5.36 2.00% :l..l+:':b.oO CO:'.:, (,~_74
14 20+91.53 CDS 625.56 1.21 33.3 627.44 632.80 5.36 2.00% u;+":,E,,U=, GY.:, U?:J':J.'Eh
29 10+68.68 633.90 1.56 30.7 636.08 641.94 5.86 2.00% 10+78.57 642.35
30 I l+"\6.41 (/flt:>$ t-.-1t. bc::>"I (,4,o_efj (A(,_16 5.86 2.00% 11 t-ob. "17 v',-7.\1..,
31 12+68.73 645.12 2.23 36.4 648.08 653.94 5.86 2.00% 12+82.27 654.60
32 14+~.1-'I-653.30 4.'<b 30.0 C..o7.Z1 U..::>1:'.:l 5.86 2.00% 14+4~-14 U.-~t.2-
34 :'.Pt"IC,,&:'.) l".UU C,t'..,l."bt... \.bO '60.0 G&\.IZ.. c..c.."l.'1e, 5.86 2.00% C>i+ll.54 \q.Jil (;Ul. U't
35 21+36.17 661.92 2.27 30.2 664.80 670.66 5.86 2.00% 31+20.63 KNU 669.96
36 .U.+04 t...l c..c..t.,c..4 ZLI no.o C,(,$.46, e, l I. t.z.. 5.86 2.00% 4L+4!:>.7l CO:) t'..,ll.5'\,
37 40+02.19 CDS 664.25 2.25 29.8 667.10 672.96 5.86 2.00% 40+¼ .Lo ct:)o UlC>L1
38 22+86.41 663.63 2.08 29.8 666.31 672.17 5.86 2.00% 40+12.15 CDS 672.89
39 22+09.21 661.63 3.29 29.8 665.52 671.38 5.86 2.00% 22+96.41 672.12
40 20+96.19 661.50 2.28 29.8 664.38 670.24 5.86 2.00% 22+19.21 671.26
41 1"1-l-01. ~ C,$'1.C-1 t..t:6 :Z...'l.Z.. u,t...-o/1 U,b.?h 5.86 2.00% 19+1c..oz.. U.,l':,L 4
42 18+33.73 658.87 2.40 24.3 661.76 667.62 5.86 2.00% 19+20.78 668.28
43 17+38.06 657.74 2.51 27.3 660.80 666.66 5.86 2.00% 18+42.56 667.50
44 l'o-!-4&.74 (,€F.,,l4 0.16 30.0 (h"l.t/'1 GUol.5 5.86 2.00% IC..+o.&:?4 U,E,14
45 15+18.53 654.37 3.63 30.0 658.60 664.46 5.86 2.00% 16+12.60 665.20
46 14+39.32 652.93 3.94 30.0 657.47 663.33 5.86 2.00% 15+28.53 664.36
47 13+66.46 651.13 2.37 24.7 654.00 659.86 5.86 2.00% 14+49.32 663.37
48 13+08.59 647.57 2.35 28.8 650.50 656.36 5.86 2.00% 13+81.23 660.57
49 12+39.15 643.33 2.49 28.4 646.39 652.25 5.86 2.00% 13+16.92 656.69
50 11+71.47 639.24 2.45 29.2 642.28 648.14 5.86 2.00% 12+51.54 652.74
51 10+83.77 634.41 1.97 29.1 636.97 642.83 5.86 2.00% 11+81.47 648.51
52 12+38.30 627.61 4.07 28.0 632.24 638.10 5.86 2.00% , 10+94.84 643.27
53 13+17.21 629.98 4.00 28.0 634.54 640.40 5.86 2.00% 12+51.30 638.44
54 14+12.27 628.44 4.20 28.0 633.20 639.06 5.86 2.00% 13+29.21 640.29
55 14+62.47 625.83 2.65 28.0 629.04 634.90 5.86 2.00% 14+02.27 639.14
56 15+47.27 621.42 2.38 28.0 624.36 630.22 5.86 2.00% 14+78.47 635.32
57 C.l+4t...&'5 cOo &14.&1 4d1 49.l C..14.l:'.:l G,i6,Efj 5.86 2.00% t'..,I + 'o2. .<./5 cc= G/.JJ.OL
58 62+11.91 CDS 614.55 2.83 45.7 618.30 624.16 5.86 2.00% 61+57.83 CDS 622.97
59 ll,t'c>-4.~5 (,l'o.b<'., ::,.,(, 28.0 l,lL>.10 G,:2.l,, Cl4 5.86 2.00% IC,+44. ~ GJ..L,,t...7
60 15+75.27 619.97 3.83 28.0 624.36 630.22 5.86 2.00% 16+42.48 626.35
61 14+95.48 624.12 4.08 28.0 628.76 634.62 5.86 2.00% 15+65.27 630.55
62 14+16.75 628 21 4.23 28.0 633.00 638.86 5.86 2.00% 1-4cl-85.48 634.94
63 10+14.LI (,:Z.,"l,Cfl 4.00 28.0 <,,:,+.6:::> c..40.1;f! 5.86 2.00% IC>+.U.Z.I (,-'\-0.L"I
64 12+41.30 627.70 4.08 28.0 632.34 638.20 5.86 2.00% 13+39.79 640.30
73 11+73.97 546.85 2.10 28.0 553.67 560.67 7.00 16.84% 12+54.30 638.56
74 10+46.53 549.42 2.50 28.0 556.50 563.50 7.00 16.37% 10+36.50 563.48
75 31+29.94 CDS 549.82 7.46 67.7 558.64 564.50 5.86 2.00% 31+22.01 CDS 564.33
76 31+84.25 CDS 549.08 7.58 40.5 557.47 563.33 5.86 2.00% 31+78.22 CDS 563.20
77 11+53.97 547.25 7.63 28.0 555.44 561.30 5.86 2.00% 11+43.97 561.32
Remarks
,
•
•
" '
Cl
'€ IJ,#v-
0
{4} Pl
LENGTH OF LATERAL
TC
(1)
o o\t s~ DEPTH BELOW Pl
'C MIN
1.0' MIN. (J) OR Z%
1.0' MIN,
DROP TO MAIN
(2)
1.2' MIN {PER 8" MAIN}
TYP/~L LA [f:.RAL (Lt:i,A T/0!:J
Nr5
NOTES:
CONTRACTOR SHALL CONSTRUCT LATERALS WITH
PRESCRIBED SLOPE: AND OROP TO MAIN.
NAME:
R.C.E:. NO.
VWD AS-BUil T
DATE:
EXP.
VALLECITOS
WATER DISTRICT
5' MIN.
Approved By:~~~_¢~-=~=----Preston H. Lewis, P.E.
Date: ~ 'f~·~'y5927, EXP. 12-31-06
•
'-·
fESSla
!-ID L ti£
f,,J :.,,::: ~ Bl ""NO. C·48670 ';< \'.;1
"' Exp 06·30·10 "'
J'-'.1 CIVIi-~'<-
I£ Of CALI<"''<' ~ ---....... __ , ____ J V. W.D. DWG NO.
ENGINEER Of WORK
./ ~/ka,u{_ tJ~ /o ~ ~ RA . ONOL. MARTIN DATE
R.C.E. NO. 48670 EXP. 06/30/06
BENCH MARK "AS BUILT" DESCRIPTION: IJ..S.C. & G.X. BRASS DISC STAMPED
'1<302., 1935" IN CONG. MON. ~ .11_ ~
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN ,_/ .}:'/It;
BERi/ LINE: ON RANCHO SANTA FE: ROAD 1
TRANSMIS~ION LINE: POLE: MARKED k ~ EXP. _1,/JOjlO
ELEVATION:
133 NORTHE:RL Y OF ELECTRIC
"rL23011 ANO 'TL13825" AND APPROXIMATELY 1.2 MILES NORTHERLY OF THE: INTERSECTION OF RANCHO SANTA FE: ROAD ANO LA COSTA AVENUE.
533.39 NGVD 29 MSL
sis/to
DATE
~ CITY OF CARLSBAD I SH~TS I 1------1---+---------------+----+---t--+----1 ~ ENGINEERING DEPARTMENT
1-------1---+----------------+---+---t---t---i
1------1---+---------------+----+---t--+----1 PRIVATE STREET & UTIL/1Y IMPROVEMENT PLANS FOR:
LA COSTA RIDGE
NEIGHBOR1l00DS 2.1 & 2.2
SEWER LATERAL TABLE
PlANNING 10179 Huennekeos Street
ENGINE£R.ING San Diego_ Ca 92121
SURVEYING PH(858)55B·4500· FX(858)55~ 1414
R,\0456 \~Eng\2-1 ~ 2-2 ]Mps\0456ib08.dwg[ 2000JMoy-31-2005,10,39 V.W.D. W.O. 204-684 W.O. NO. 2352-102 V.W.D. 04-025
BIN:
·,
I
)
.-I
'111405 l . --........ !