HomeMy WebLinkAboutDWG 403-6; CT 01-01; CALAVERA HILLS VILLAGE L-2; 01-03GENERAL NOTES
1. THIS PLAN SUPERSEDES All OTHER PLANS PREI//OUSLY APPR0'.£0 BY THE CITY OF CARLSBAD REGARDING
IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAli-f" ANY POR770N OF THE CARLSBAD MUNICIPAL CODE,
RESOlU110N OF CONOl110NAL APPROVAi., CITY STANDARDS OR OTHER AOOl710NAL DOCUMENTS USTED HEREON
AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS
ltHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPl?OVAL OF PLANS DOES NOT RELIEVE THE DEITTOPER OR ENGINEER-OF-WORK FROM RESPONSIBIUTY
FOR THE CORRECllON OF ERRORS AND OMISSIONS DISCOVERED D/JRING CONSTRUC710N. ALL PLAN REVISIONS
SHALL BE PROMPll.Y SUBMITTED TO THE CITY ENGINED? FOR APPROVAL
4-. A RIGHT-OF-WAY PD?MfT FROM THE CITY ENGINEER llfll BE REQIJIRDJ FOR ANY WORK IN THE PUBLIC RIGHT
OF WAY. PRIOR TO PERMIT ISSUANCE, A CER71RCA TE OF INS//RANCE MUST BE RLDJ NAM!NG THE CITY OF
CARLSBAD AS AN AD0/710NAL INSURED ON THE PERM!TlEE'S POLICY IN THE MINIMUM AMOUNT OF /1.000,000.00
FOR EACH OCCURRANCE OF UABIUTY. THE INSURANCE COMPANY Hf/111NG THE POI.ICY MUST HA££ A
RA 71NG OF 'A• AND A SIZE CA lfGORY OF CLASS VAS ESTABIJSHED BY "BESTS' KEY RA llNG GUIDE
5. NO WORK SHALL BE COMMENCED UN77L All PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER
APPROPRIATE AGENCIES.
6. REI//S!ON OF THESE PLANS MAY BE REQ/JIRDJ IF THE PROPOSED IMPROvEMENTS ARE NOT CONSTRUCTED PRIOR
TO THE OEADUNE DATE OF THE IMPROVEMENT AGREEMENT.
1. NO REI//S!ONS llfll BE MADE TO THESE PLANS llflHOI/T THE l'tf?ITTEN APPROVAL OF THE CITY ENGINEER,
NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO 1171.E SHEET.
8. ORIGINAL DRAMNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NC SIGNDJ BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWfNG SHALL BE REI//SEO TO REFl.ECT AS-B/JfLT CONDl710NS BY THE ENGINEER-OF-WORK
PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE CITY
10. ACCESS FOR RRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All
TIMES OUR/NG CONSTRIJC110N.
ff. MIER£ ll?ENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SI/WARY SHEET. (B)
LABORATORY WORK SHEETS AND {C} COMPAC710N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER
OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE Fl£ll) OF APPUED SOILS
MECHANICS. THE SOILS REPORT llfll 8E SUBMITTED TO THE CITY ENGINEERING INSPECTOR WTHIN TWO
WORKING DAYS OF COMPLE710N OF RELD TESTS. lHE HRITTEN RELD COMPACl!ON REPORl(S} SHALL BE
IMMEIJIA TEL Y SUBMITTED 7D THE CITY ENGINEERING INSPECTOR //PON COMPLE710N OF THE F1El..D TESTS.
12 A PRECONSll?UC11QN MEET!NG SHAll BE HEW AT THE Sl1E PRIOR TO THE BEGINNING OF WORK ANO
SHALL BE A TTENODJ BY All REPRESENTA 7116 RESPONS/8lE FOR CONSll?IJCllON. 1/i!SPECllOIV.
S/JPERVfSION. TES71NG AND All OTHER ASPECTS OF THE Im'. THE CONTRACTOR SHALL SCHB)UlE
THE MEE71NG THROUGH THE PERMIT CLERK {760} 438-3891, AT LEAST RVE(5} WORKl/i!G DAYS PRIOR TO STAR71NG
CONSTRUCllON. APPROVED ORA/11/NGS MUST BE AVAILABLE PRIOR TO SCHE!)UUNG.
13. ALL INSPECllON REQUESTS OTHER THAN FOR PRECONSll?UC110N IJf[llNC Mil BE MADE BY CALLING
lHE ENGINEERING 24-HO/JR INSPEC710N REQ/JEST UNE AT (760) 438-3891. INSPECl!ON REWESTS MUST
BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDE/1 INSPECllONS
ll1l1. BE MADE lHE NEXT WORK DAY UNLESS REQ/JESTED OTHERWISE. REQ/JESTS MADE AFTER 2·00 P.M. llfll
BE SCHEDULED FOR TWO F/Jll WORK DA YS LA T£R.
14. THE OWNER ANO/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTR//CT AND
MAINTAIN All SAFETY DEVICES, INCL/JO/NG SHORING, ANO SHALL BE SOLE!. Y RESPONSIBLE FOR CONFORMING
TO All LOCAi., STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGIJLA770NS.
15. THE CONll?ACTOR SHALL CONFORM TO LABOR CODE SEC710N 6705 BY SUBMIT77NG A DETAIL PLAN TO THE CITY
ENGINEER AND/OR CONCERNED AGENCY SHOll?NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER
PROVISIONS 7D 8E MADE OF WORKER Pf?OTECllON FROM THE HAZARD OF CAJ.M!G GROUND DURING THE EXCAVAllON
OF SUCH TRENCH OR TRENCHES OR Of/RING THE PfPE INSTALLA 710N THEREIN. THIS PLAN MUST BE PREPARED
FOR All ll?ENCHES RVE FEET (5'} OR MORE IN DEPTH ANO APPROVED BY lHE CITY ENGIIVEER ANO/OR
CONCERNED AGENCY PRIOR TO EXCA VA 710N. IF THE Pl.AN VA/a'ES' FROAI lHE SHORING SYSTEM STANDARDS
ESTABUSHEO BY 7l{E CONS7l?UCllON SAFETY ORDERS. T1TlE 8 CAUFORNIA ADMINISJRA ll'tE CODE,
THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONll?ACTORS EXPENSE. A COPY
OF THE OSHA EXC4VA110N PERMIT MUST BE SU8M1TTED TO THE INSPECTOR PRIOR TO EXCAVA110N.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO',fRED MTHIN ANY /nil'i'K ZONE 0/IRfNG CONSll?UC710N.
OPERA 710NS MLL CEASE WEO/A TEL Y. AND THE PERM/TT££ Vlfll. N071FY THE CITY ENGINEER.
OPERA 710NS IWLL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUlHOR!TY FROM THE CITY
ENGINEER TO 00 sa
11. ALL OPERA710NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCL/JO/NG WARMING UP, REPAIR, ARRIVAi.,
DEPARll/RE OR OPERA 710N OF TRUCl(S, EARTHMOVING EQ/JIPMENT, CONSTRIJC710N EQ/JIPMENT AND ANY OTHER
ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETl'lffN 7.· 00 A.II. ANO SUNSET EACH
DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS
OR HOUDA i'S. {A UST OF CITY HOl!DA rs IS A VAILA8lE AT THE ENC/NEERING DEPARTMENT COUNTER.}
78. All OFF-SITE HA/JL ROUTES SHALL BE SI/BMITTED BY THE CON7l?ACTOR TO THE CITY ENGINEER FOR APPROVAL
00 F/Jll WORKING DAYS Pf?IOR TO BEGINNING OF WORK. 7l{E CON7l?ACTOR SHALL BE RESPONSIBLE FOR ANY
DEBRIS OR DAMAGE OCCURRING ALONG THE HA//l ROUTE OR ADJACENT Sll?EETS AS A RESULT OF THE GRADING
OPERAllON.
19. NO BLASllNG SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLAS71NG PROGRAM.
20. THE E)(fSTENCE ANO LOCA 110N OF UTIUTY STRIJCll/RES AND FAC/ll71ES SHOWN ON THE CONSll?UCllON PLANS
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSl8lE EXISTENCE
OF OTHER U7ll.lTY FAC!Ul!ES OR Sll?IJClllRES NOT SHOWN OR IN A LOCA710N OfFFERENT FROM THAT SHOWN ON
THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAL/llONARY MEASURES TO PROTECT THE U71U11ES
SHOIIN ON THE PLANS ANO ANY OTHER E)(fSTlNG FAC/lll1ES OR S7l?UC7l/RES NOT SHOWN.
21. THE CONll?ACTOR SHALL 'tER/FY THE LOCAllON OF All £)(!S71NG FAC/l!llES (ABOVEGROl!ND ANO UNDERGROUND}
IWTHIN THE PROJECT SITE SUFF1CIEN71. Y AHEAD OF THE CONSll?l/C110N TO PERMIT THE REVISIONS OF THE
CONSTRIJC710N PLANS IF IT IS FOUND THAT THE ACll/Al LOCA710NS ARE IN CONFUCT WfTH THE PROPOSED WORK.
22 THE CONll?ACTOR SHALL NOl!FY AFFECTED U71UTY COMPANIES (SEE BELOW) AT LEAST TWO FIJll WORK/NC DAYS
PRIOR TO STAR71NG CONSTRIJC110N NEAR lHEIR FAC!llllES ANO SHALL COOROINA TE WORK Wlllf A COMPANY
REPRESENTA 11VE.
UNDERGROUND SERVICE ALERT
SOC&£
PAC/RC BELL
ADELPHIA COMMUN//CA 110NS
CITY OF CARLSBAD {Sll?EETS AND STORM DRAIN}
CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
STREET NOTES
f-800-422-4133
(619) 696-2000
(800) 750-2355
(800} 626-6299
(760} 267-3777
(760) 839-4681
I. ACll/Al Sll?UCll/RAL SEC110NS l'lll BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONO//CTED BY A
Pf?OFESSIONAL ENGINEER OF THE STA TE OF CAUFORNIA, PR/NC/PALLY DOING BUSfNESS IN THE RELO OF
APPl/£1) SOil MECHANICS,ON THE PREPARED BASEMENT SOIL THE i?' VALUE TESTS AND THE ENGINEERED
STRIJCTlJRAL SEC710N MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A
MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2 Sll?EET UGHTS SHALL BE INSTALLED AS SHOIIN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERI//CE
POINTS AND HANO-HOLES S!IALL BE SHOIIN ON THE 'AS-BllfLi PLANS. NO DIRECT BURIAL STREET UGI-IT
FOLINDA l!ONS ll1l1. BE AllOUfll ALL LUM!NAIRES SHALL BE ·cur Oft TYPE.
3. All UNDERGROUND U7ll./11ES ANO LATERALS SHALL BE INSTALLED Pf?/OR TO CONSll?UC110N OF Cl/RBS, CROSS
GUTTERS OR SURFACING OF Sll?EETS.
4-. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 114TH A M!NIMUM D-LOAD OF 1,350. FOR PR/VA TE
STORM DRAIN PIPES, UP TO 15• PVC MAY BE U11LIZEO PROI//OEO DEPTH IS LESS THAN 15 FEET AND
BACl(RLLED 114TH 3/4' ROCK PER SORSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35
SOLID WALL PIPE
5. Hf-lERE AN EX!SllNG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WllHIN TWENTY FEET OF 8/JflD!NG
OR STREET AREAS AND REPLACED l'ITH PROPERLY COMPACTED S0/1.S. IN OTHER AREAS THE PIPE Mil. BE
PLUGGED MTH CONCREJE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHWCHAIR RAMPS SHALL BE !MSTALLED PER REOIJIREMENTS OF 1771.E 24, CALIFORNIA ADM!NISll?A 11VE COO£
1. STREET 7l?EES SHALL BE INSTALLED PER SEC110N IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. RRE H'tDRANT MARKERS SHALL BE PLACED IN THE STREET WllHIN THE LIMITS OF WORK OF lHIS PLAN PER
SORS 0/IIG Ml9.
9. All SI/R'tEY MON(Jl.(ENTS AND POINTS THAT ARE DISll/RBED BY THfS Hal'K SHALL BE RE-ESTABUSHEl),
PERPEll/A TED, ANO OOCLIMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT.
10. TWO (2) SETS OF SUR'tEY (C/Jl) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
JO-ALL fVTA~LC:: 1.V'A1E::e.. ::;,f:;~V I C-B:5 '?HAU,. e;f:; 1 "il..N 17 aLL f'Of.Ai,11.£, \~ff:;JZ MBJl::-IZ.5
51--1.LI.L-L Bf:; !7/i," (Ut--l L-~ 0TH€:'12WI? E, i-lDTI:;J7 0 N f'LANS)
11, AU.. \Vt\-,-eiz. ~BT~ !!!\OX£::.~ ':':>1--1.L>U... Be 17" x ?Cl' X rZ:' F70L-y1.1i,;e CONc.-e&fE::-In
MANU fAc--"fUe.E,D B'( .M'.MO~ O~~UAL---
12.-,t!'PHIML-IM ~f'UI 1-1(,J" E)E,<f\VE::-E:>N f'OfABl.,.B \VA-n::-12-Wi.rE,12-ALS, i,-'.;;,!;:-\.VE;;!<'.-7~VIC-B5>
5t-lAU... l!?>f::. ':> fE:t:-T.
15. T-1-112: -,-Of Of I.V;6.Tf:-1Z-Mf:.TEa.12. e,oxe~ 'f,tth_l.,l, ~ fL-U~&.-l \V171--I "11--tB fl NI $1-180
su~f u:i:,. G uvec.
TRA T NO. C. T. 01-01
'L-2' HILLS VILLAGE
OVE T PLANS
SP.ECIAl NOT.ES
I. All PRIMARY PROJECT CONSll?UC710N Hill IMPLEMENT AN AGGRESSIVE PROGRAM OF CONSTRLIC110N 01/ST CON7l?Ol
S/JFRCIENT TO MEET THE REOUIREMENTS OF THE SAN DIEGO COUNTY APCD. THE MfNIMLIM CONTENT OF SUCH A
PROGRAM l'rflJ. INCLUDE:
APPLY SVFRCIENT WA T£R 7D All MAJOR SOil 0/Sll/RBANCE AREAS TO MAINTAIN A SOil MOISll/RE OF 4
PERCENT IN THE UPPER 6 INCHES SOIL STRAT/JM. OTHER EQUALLY EFFECl!VE Ol/ST PAWA711£S /Wll BE
USED IF DROUGHT CONf)fllONS LIMIT WATER A VAILABfUTY.
PERFORM DAILY STREET SWEEPING AT THE CONCLUSION OF EACH HORKOAY UP TO A DISTANCE OF 250 FEET IN
EITHER DIREC710N OF ANY CONSll?UC110N SITE ACCESS ENll?ANCE UNTIL All ONSITE PA V!NG IS COMPl.£1ED.
WASH OFF All 71?/JCKS LEA lt1NG THE SITE AND WET DOHN OR TARP ANY ll?IJCKS HA/JUNG DIRT AWAY FROM THE SITE.
DOUBLE GRA lflBAG All SITE PERfMETERS ADJOINING TRA ITT£D ROADS FROM NO'vEMBER TO APRIL 10 TO PRE'tENT
DIRT FROM WASHINC OFF THE SITE AND BEING P/JL VER/ZED BY PASS/NC VEHICLES.
ESTABl/SH LANDSCAPING /WlHIN 90 DAYS OF THE COMPLE710N OF GRADING, OR HYDROSEEO 114TH A NA71'.£ PLANT
MfX AS AN INTERIM GROUNDCOVER TO M!Nfl,f/ZE WIND EROSION. /RR/GA TE AS NECESSARY TO SUSTAIN GROUNOCOltf.R.
TERMfNA TE All GRADING, EXC4 VA 110,V, ANO TRA ITT ON 1/NPA V£D SURFACES WHEN HO/JRL Y /WNO SPEEDS EXCEED
30 MPH. THE CONTRACTOR IWLL HA VE ONSITE MND MONITORING CAPABIUTY OR llfll MAINTAIN CONTACT MTH
THE APCD METEOROLOGIST FOR CURRENT A f.£/?AGE YtfNO SPEEDS.
DECLARATION OF RESPONSIBLE CBABG.E
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HA i-f" EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN ON THE Pf?OJECT AS DEFINED IN SEC710N 6703 OF THE BUSINESS
AND Pf?OFESSIONS CODE, AND THAT THE /JESIGN IS CONSISTENT WTH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECI( OF Pf?OJECT ORA.WINGS AND
SPEC/RCA 710NS BY THE CITY OF CARLSBAD DOES NOT REl/EVE ME,
AS ENGINEER OF IWRK, OF MY RESPONSIBIIJ11ES FOR PROJECT OESIGN.
OVA Y CONSULTANTS, INC.
2710 LOKER A VEN//£ WEST, SUITE 100
CARl.SBAO, CAUFORNIA 92008
(760} 931-7700 1/
µL ~ DATE.· 2/12/0;:,
lfORK TO BE OONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE MTH THE FOLLOWING DOCUMENTS,
CURRENT AT THE llME OF CONSll?UCllON. AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL COD£
2 CITY OF CARLSBAD STANDARDS.
J. THIS SET OF PLANS.
4-. PLANNING COMMISSION RESOll/710N No. 5296, DA TED: OCT. 16, 2002.
5. THE STANDARD SPECIFJCA l70NS FOR PUBUC WORKS CONS1RUC110N (GREEN BOOK)
6. SOILS REPORT ANO RECOMMOIDA710NS BY GEOSOllS INC., DATED OCTOBER 20, (999.
7171.ED /JPOA lE OF GEO TECHNICAL REPORT, CALA 'tERA HILLS.
1. THE SAN DIEGO AREA REGIONAL STANDARD DRAMNGS AND AS MAY BE MODIF1EO BY THE
CITY OF CARLSBAD SlAIW)ARDS.
8. CARLSBAD M. W.O. RULES AND REGULA llONS FOR CONS1RUC710/if OF POTABLE, RECI.AIMED
ANO SEWER SYSTEMS LATEST REVISION OF STANDARDS AND SPECIRCAllONS.
LEGEND
DESCRIPTION DWG. NO. SYMBOL
PROPERTY LINE.
CENTERLINE. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
AC PAVEMENT O'tER AGGREGATE BASE. ..
P.C.C. 6" CURB & GUTTER. . . . . . . . .G-2 ....... .
I
PEDESTRIAN RAMP. . . . . . . . . . . . . fi-27. . . . . . . . . ~
P. C. C. SIDEWALK (4-') . . . . . .G-7_ ........ .
RES/OEN71Al ORIVEWA Y OPENING. fi-14* & GS-12 .....
QUANTITIES
18,370 SF
1005 lF
2 EA.
5500 SF
1250 SF APPLY NON-HAZARDOUS CHEMICAL STAB!l!ZERS TO All INAC11VE POR710NS OF THE CONS7l?UC710N SITE. HHEN
APPROPRIATE, SEED EXPOSED SURFACES 111TH A FAST-GRO/lfNG SOIL 8INOING PLANT TO REDUCE WINO EROSION
ANO ITS CONTRIB//710N TO LOCAL PAR71C/JLA TE LEITTS.
EXP. 06/30/04 SITE SlREET SIGN (AS SPEC/RED). . . . . . . . . . . . . . . . . . . .
TRAmc SIGN . . .
! EA.
1 EA.
STREET SUR££Y MONI.IMENT . . . . . .11-10. . . 4-EA . 2 All PRIMARY Pf?OJECT CONSTRLIC710N CONTRACTORS IWLL IMPLEMENT A TRAff/C MANAGEMENT PROGRAM TO REDUCE THE
NUMBER OF EMPL0'/1± OR MATERIAL DEUVERY TR!PS ANO TO MINIMIZE CONFUCT YtfTH REGIONAL TRANSPORTA710N
PATTERNS. THE ELEMENTS OF SUCH A Pf?OGRAM ltfl.L INCL/JO£· HUNSi\KER
& ASSOCIATES CITY OF OCEANS/OE TRENCH RESURFACING - - - - - - - - . - - -'G-2#. - - - - . - - .
STREET LIGHT (TYPE PER PIAN) . . . . . . .'E-1 . . . . .
70 lF
f.
PROV!OE RIDESHARE INCEN71'tES FOR All WORKERS ONSITE.
PROV!OE CONSTRUC710N PERSONNEL PARKING OFF ARTERIAL ROADWAYS TO M!NIM/ZE ll?Amc INTERFERENCE.
SCHEDULE RECEIPT OF CONCRETE, ASPHALT, STEEL, ANO OTHER MA 7ERIALS FROM 9.· 00AM TO 3: OOPM AS MUCH
AS PRACllCALL Y POSSIBLE
RESTRICT ANY LANE CLOSURES OF PIJBUC ROADWAYS TO THE HOURS OF 9.·00AM TO 3.·00PM.
COMPLETE ALL STREET SWEEPING/WASHING OF ADJACENT ROADWAYS BY 4:00PM.
SE"ffER NOT.ES
All SEWER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE IWTH THE 'CARLSBAD MUNICIPAL
WAlEli' OIS71?1Crs SEWER SYSTEM -DESIGN CRITERIA, STANDARD f)RAMNGS AND SPECIRCA710NS: LATEST EOfllON,
AND THE STANDARD SPEC/RCA 710NS FOR PUBLIC WORKS CONSTRIJCllON, LA TEST ED/710N (GREEN BOOK}.
2 THE CONll?ACTOR SHALL OBTAfN AN EXCA VA 110N PER,l({T FROM THE DIV!SION OF INDUSll?IAL SAFETY BEFORE
ANY EXCAVA 710N AND SHALL ADHERE TO All PROVISIONS OF THE STA lE CONSTRIJC11DN SAFETY ORDERS.
3. BEFORE ANY CONNEC110N TO THE D!Sll?lcrs EXISTlNG SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE 0/Sll?ICT.
IT MUST BE SIGNED liNO APPl?OVED BY THE D!Sll?fcrs ENGINEER ANO SIJPERINTENDENT.
4. BEFORE CONSll?/JCllON BEGINS IN ANY PIJBl/C /a'GHT OF WAY. A CITY /a'GHT OF WAY PERMfT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL ND71FY THE CITY OF CARLSBAD ENGINEERING INSPEC110N 48 HOURS PRIOR TO THE
BEGINNING OF CONSll?IJC71DN (T£1£PHONE NO. {760] -438-3891).
-,YATER NOT.ES
!. WATER MAIN ANO APPURTENANCES SHALL BE CONSll?UCTED IN ACCORDANCE IWTH THE
'CARLSBAD RULES & REGULA 710NS FOR THE CONSll?IJCllON OF POTABLE WATER MAINS-
CARLSBAD MUNICIPAL WA T£R 0/Sll?!Ci, OCTOBER 1993 OR AS AMEIVfJEJJ.
2 THE CONTRACTOR SHALL OBTAIN AN EXCAVAllON PERMIT FROM THE Dl//!SION OF
INDUSll?IAL SAFETY ANO Pf?OVIDE PROOF OF OSHA N011RCA 710N BEFORE ANY
EXC4VAllON AND SHALL ADHERE TO All PROI//S!ONS OF THE STATE CONSll?/JCllON
SAFETY ORDERS. O"ffNER's CERTIFICAT.E
3. BEFORE ANY CONNEC710N OR SHUT DOIIN OF VAL J.f"S ON EXIS11NG C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFRCE ANO MUST
BE SIGNED ANO APPROVED BY OISll?/CT ENGINEER ANO DISTRICT
SUPERfNTENDENT.
CAlA J.t7?A HILLS II, LLC
A C4l/FORNIA UM/TED UABIUTY COMPANY
2727 HOOVER A VENLIE
4-. A Pf?ECONSTR/JC710N CONFERENCE MEETING SHALL BE HELD A MINIMUM OF (7} DAYS
BEFORE C0NSll?UC110N BEGINS. CONTACT CITY OF C4Rl.SBAO ENGINEERING DEPARTMENT,
(760) 438-3891, FOR SCHEO/JLING.
NA 710NAl CITY, CA 91950
(619) 336-3673
BY: McM/LLJN COMPANIES, LLC
5. THE CONll?ACTOR SHALL NOl!FY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOI.IRS PRIOR
TO STARllNG WORK SO THAT INSPEC110N MAY BE Pf?OI//DED -T£1£PHONE NO. (760} 438-3891.
A DELAWARE l1Mf UABIU COMPANY
ITS.· MANAGER
6. NO TREES OR STRIJCll/RES SHALL BE ALLOWED IN THE WA T£R UN£ EASEMENT,
All EXIS71NC TREES AND STRUCll/RES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF HORK -ANY EXCEP710NS SHALL REQUIRE WRITTEN
PERMISSION FROM THE D!Sll?ICT ENGINEER. /TS.· SENIOR VICE PRESIDENT
1. All Bl/RIED COPPER PfPING ANO APPURTENENCES SHALL BE PROTECTED BY
MEANS OF CA 1HODIC PROTEC110N. IF DEITTOPER/OWNER CONDUCTS A SOILS
TEST REPORT ANO DEMONSTRATES THAT Pf?OTEC710N CAN BE PERFORMED IN BY:~A-~~
ANOTHER MANNER, THE DISTRICT ENGINEER Wll CONSIDER AN ALTERNA71VE
FORM OF Pf?OTEC710N.
8. THE EXACT HORIZONTAL ANO VERl!CAL AUGNMENT AND TYPE OF MAlER/AlS OF
THE RRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUH.DING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD RRE MARSHAL.
9. All RECLA!MEIJ WATER MAINS AND APPURTENANCES SHALL BE CONSll?llCTED IN
ACCORDANCE llfTH THE 'CARLSBAD RECLAMA 710N RULES ANO REGULA 710NS FOR
THE CONSTRIJC710N OF RECLAIMED WA lE7i' MAINS -CARLSBAD MUNICIPAL WATER
D!Sll?!Ci, OCTOBER 1993 OR AS AMENDED.
SIGNING & STRIPING NOT.ES:
/. THE CONll?ACTOR IS RESPONS/Bl.E FOR All SIGNING AND Sll?/PING.
2. SIGNING, Sll?IPINC AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL ll?ANS TRAmc MANUAi., C4l TRANS
STANDARD SPEC/RCA 110NS ( JIil Y 1999 OR LA TEST 'tERS!ON li-/EREOF). THESE PLANS AND THE SPECIAL PROI//SIONS.
3. All SIGNING AND Sll?/PING IS SUBJECT TO THE APPROVASL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 711£,
PRIOR TO INSTALLA 710N.
4-. ANY OEV!A 710N FROM THESE SIGNING AND Sll?IPING PLANS SHALL BE APP/?0£1:D BY THE ENGINEER OF WORK ANO
PUB/JC WORKS DIRECTOR PRIOR 7D ANY CHANGE IN THE REl.D.
5. All SIGNING AND Sll?IPING SHALL BE R£FlEC71'tE PER CAL TRANS SPEC!Rc:4 T!ONS. Sll?IPING SHALL BE REPAINTED TWO
WEEKS AFTER IN!llAl PAIN71NG. SIGNING SHALL USE ENCAPS/Jl.A TED LENS RmEC71'.£ SHEETING (HIGH INTENSITY OR
EQUAL). -
6. PRIOR TO RNAL ACCEPTANCE OF STREET IMPROVEMENTS, All STREET STRIPING ANO MARKINGS MTHIN A 500' PERIMETER
OF THE CONSll?UCllON Pf?OJECT Mil. BE RESTORED TO A "UKE NEw' CONO/l!ON, IN A MANNER IJEEllNG THE
APPROVAL OF THE CITY INSPECTOR.
1. EXACT LOCA710N OF Sll?/PING AND STOP l.lMIT LINES SHAll BE APPl?OVED BY THE PUB/JC WORKS DIRECTOR OR HIS
REPRESENTA 711//c PRIOR TO INSTALLA110N.
8. CONll?ACTOR S!IALL REMOVE All CONFUC71NG PAINTED 1../NES, MARKINGS AND PAVEMENT LEGENOS BY GRINDING. 0£8RfS
SHALL BE PR0MP71. Y REMOVED BY THE CONTRACTOR.
9. All CROSSWALKS, !..!MIT LINES, STOP BARS. PAVEMENT ARRROWS ANO PAVEMENT LEGENOS SHALL BE THERMOPLASllC
1/NI.ESS Oli-/ERMSE SPEC/RED.
10. FIRE H'tDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST C4lTRANS TRAmc MANUAL ANO SAN DIEGO
REGIONAL STANDARD DRAWING M-19.
ff. All SIGNS SHALL BE STANDARD SIZE AS SHOW IN THE CALTRANS TRAmc MANI/Al UNLESS OTHERMSE SPEC/RED.
12. SIGN POSTS SHALL BE SQ//ARE PERFORATED STEEL llJBING l'ITH BREAKAWAY BASE PER SAN DIEGO REGIONAL
STANDARD ORAHfNG M-45.
13. All SIGNS SHOW!v ON THESE PLANS SHALL BE NEW SIGNS Pf?OVIDED AND INSTAl.1.EO BY THE CONll?ACTOR EXCEPT
THOSE SIGNS SPEC!FlCALL Y SHOWN AS EX/SING TO RELOCA TEO OR TO REMAIN.
THOMAS A. R/lLER
ITS.· SENIOR //!CE PRESIDENT
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
AERIAL SURVEY IN JANLIARY, 1999 BY SAN-LO AERIAL
SURVEYS ANO DWG 390-9A.
LEGAL OESCB/PTION
LOT 6 OF MAP Na fl-/5'-/I
R.EFERENC.E OBA"IYINGS
DWG 303-2
403-6A
390-9
390-9A
BENCHMARK:
DESCRIPTION: STANDARD M-10 STREET CENlER!.INE
WEll. MONI.IMENT
LOCATION: CENTERLINE OF EL CAMfNO REAL
AT ENGINEEJ?'S STA710N 454+92
PER R.S 1800-1
RECORD FROM: COUNTY BENCH LEITTS (Na COUNTY VERT.
CONll?Ol DA TA}
ELEVATION: 68.479 OAll/M: 11.S.C. & G.S.
VICINITY MAP
NO SCALE
O"IYN.ER / JJ.EVELOP.ER •
CAlA VERA HILLS H, LLC
A C4UFOf?NIA LIMITED UABILITY COMPANY
2727 HOOf.£1? A /IENIJE
NA llONAL CITY, CA 91950
(619} 336-3673
PROJECT LOCATION
THIS PROJECT IS LOCATED HfllilN
A.P.N. 168-2/J0-49
NOT TO
SCALE
3 64. ,,
8 P. V.C. SEWER MAIN .C.M.W.O. S-5 ...... ---s----465 LF
4" SEWER !AlERAi. . . . . . C.M.W.O. S-7. -------0 14 64.
SEWER ACCESSHOLE . . . . . . . . C.M.W.D. S-1. . . . . . - ---0--- -2 64.
B' P.V.C. WATER LINE (CLASS 150}. ................... --W--495 LF
CIITE l/,4l~ &-U4l-~ BOX ASSEMBLY. . . .C.J.I.W.IJ. W-16 ..... -----3 EA.
r,;' RECYCLE!) WAlER UN£. . . . . . . . . . . . . . . . . . . . . . . . --RW--20 lF
RRE HYDRANT ASSEMBLY .......... C.M.W.0.-W.-12 ..... _ -W_j_ 2 EA.
2" BLOW OFF ASSEl/fBLY . . . . . . .C.M.W.O. W-6. . . . . ---o----W-
2• MANLIAL AIR RELEASE (M.A.R.}. . .... C.Af.W.O.. W.-6 ...... -_ _,,___ -W--
3 EA
2 £4.
ENO CAP ASSEMBLY. . . . . . . . . . . .CMWD W-15 · · --W----:I 1 64.
Z:' IRRIGATION SERVICE -... -.... - . C-1-!l!I.D. \l/:4-- - - - - - - - - - - - --@ 1 64.
I" WAJER SERI//CE. . ............. C.M.W.D. W-3. ... .
THRUST BLOCK. . . . . . . . . . . . . CMWD W-15 & 19-· ·
CURB OUll.ET-li'PE A .
SIDEWALK IJNOERORAIN .
. D-25.
. D-27.
SIGHTDISTANCE .......................... . -..... -..........
14 EA.
2 EA.
3 EA .
23 EA .
* AS MDDIRED BY CITY OF CARLSBAD STANDARDS FOR PUB/JC IMPROVEMENTS
"' SEE STREET NOTE No. 1
NOTE!!
£1£Cll?ONIC DA/ii f1l£S AKE FOR flEFEl?ENC£ ONl.Y
AND ARE NOT TO BE /JS[l} FOR HORIZONTAL
OR l£/lllCAI. S/JRITT CON71?0!.
DESIGNED BY: KH DATE: JUNE 2002
C~~TS
'?i.OfESSts
~ W-~ DRAWN BY: ~S. SS. LT SCALE: f6 SHOWN
ft ' ~'½, PROJECT MGR.· KH JOB NO.: 98-1020 "' -~ NO. 60223 ~ ~ EXP. 6/J0/04 ~ 2710 Loker Ave West Civil Engineering ENGINEER OF WORK: * * Suite 100 Planning
u'q/: {;/VII.. ~~'>;-Carlsbad, California 92008 Processing ~At, .. , 760-931 -7700 Surveying DATE: z/rz:/~3 e-OF CA\..I~ Fax: 760-931-868D
C4UFORNIA COORDINATE INDEX: N-366, E-1677 KEITH W. HANSEN RCE: 60223
UTILITY DISTRICT APPROVAL(S) CITY OF CARLS.BAD Film DEPARmNT "AS BUILT"
REQumEIIENTS ~✓-<"~ tr3,/4., NO. OF F.H.(S)__LF.FLOW 1500 G.P.M. OUT OF LF.H.(S).
BLDG. SPRINl(I.£[) YES/NO ... F.FLOW __ G.P.M.
CARLSBAD MUNICIPAL WATER DISTRICT f~1o~J.._
u:4-8G70 EXP. &l-3o/o<o DATE ,.,L~L os
~EWEj BY: l ~~ 4P~R~~--•~ ~,r/4-~ .FIRE lllARSHALL DA1E
/-A AJle.,J.i ."""I o ll!/ot. DA: •
DISTRICT ENGINEER R.C.E. 28176 EXP. 12-31-05 INSPECTOR DATE .
I SHfET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
WP!lOYEUENT Pl.ANS FOR CAUVEHA Hll.lS VlllAGE "l-2•:
NOTES ANO ££GENO
C.T. 01-01
l~ROVEDdY .., _.,,.~ .
' 1 1 1 OYD B. HUBBS *D~"3 PE 23889 r%XPIRES W-31-05 CITY ENGINEER DA',E
v"1..i11c+ RlM I,\ AS-Bt/11...T, NEW .e-0-W. OWN BY: . PROJECT NO. · .. · DRAWING NO. DATE INITIAL DATE lNlllAL DATE INITIAL CHKD BY:~
ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: '-C. T. -01-01 403-6 OTHER APPROVAL ClTY APPROVAL
G: \SDSK\P~OJ\981020\CWG\CAUWER.~ \982CUC .DWG 2-5-2003 2: 12: 3: cm
XREFS: 9820U
•
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010605 .--·---
C
C
RLSBAD TRJ4CT NO. C~ T.
LA VE HILL VILLA GE
NOT£!!
ELECTRONIC DA TA Rt.ES ARE FOR REFERENCE ONl Y
AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERllCAL SURVEY CONTROL
DESIGNED BY: K.H. DATE:
DRAWN BY: J.S.. S.S.. LT. SCALE:
4UNE 2002
PS SHOWN
C~~TS
PROJECT MGR.· G.0. JOB NO.: 98-1020
271 O Loker Aveune West Civil Engineering ENGINEER OF WORK: Suite 100 Planning
Carlsbad, California 92008 Processing ;::;t/J ii---760-931-7700 Surveying
Fox: 760-9.31-8680
IMPRO~ T PLA
KEY MAP
SCA[£· ,. = f(J(J'
KEY MAP LEGEND
SlREET UGHT. . . . . . . . . . .
SEWER .............. .
SE'/1£/f ACCESSIIOlES.
WATEI? ....... .
RffE HYD8ANT ASSEMBl Y . . . . .
REClAIMED WATEI? . . . . . . . . .
STOffl,I ORAIN--
SHEET NWBER -
"AS-BUILT " ~ .. /.}',;µ(:__ ,y/4/4;
P.~6~10 EXP. &{.JO/_t"Jl, DATE
PROPOSED
0---
-s---
---w----
--w I
---RW---
--3i]
[]]
BENCHMARK:
EXISTING
a--
------0-----
----w----
----w-_j __
----HW----
-::50
DESCRIPTION: STANDARD M-10 STREET CENTERUNE
WELL AfO/VWENT
LOCATION: CENlERUNE OF El CAMINO REAL
AT ENGINEER'!; STA 110N 454+92
PER R.S 1800-1
RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY 'IERT.
CONTROl OA TA)
IO/..Jl/tJ<;
DAT£
01-01
'L-2'
10'
10'
Q5' 5' 4.5'
TYPE t'' CURB
&-G/JTlER (TrP)
5.5'
25'
HUNSAKER
& ASSOCIATES
SAN 011::GO,JM(_
10179 HU!:NNEXEMS ST.
f' L A N N I N G SAN OlECD,CA92U1
I; N O I N-t E 1U N C PH !BSBl 53i8-4SOO
S: U IP/ £ "I I tf t. fJI: 111981' Bt---M'l-4
RLM /,\ AS·8Llll T NEW ,e.<!l.lN',
60' ROW
20' 20'
EXISTING CAY DR.
18'
NO SCA!.£
56' ROW
18'
4• AC PAVEMENT OVER
APPROVED BASE PER
STREET NOTE/!
4.5'
Q5'----H-
(TrP)
GRANITE COURT
{REF.· CT 01-01 STREET '.4 ')
NO SCAI.£
TRbfflC-11-JP~X: ~ 4-SC>
SHEET INDEX
1 NOTES AND LEGEND
to'
5.5'
10'
5'
2 KEY MAP, SECTIONS AND DETAILS
3 GRANITE COURT IMPROVEMENTS
I
Q5'
PCC SIDEWALK
NON-CONTlG//0/JS
I SH2ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
I SH3ETS I
IAIPH(JVDIE!ff PLANS FON CAJ.A·l'EHA HfUS 'Ill.I.AG£ ·l -2':
.. KEY MAP, SECllONS ANO DETAILS
c.r. 01--01
APPROVED d,-.
A -.,_-;7~~ ,; LLOYD 8. HUBBS o/1:71.o:, PE 23889Vt.XPIRES <l'L-31-05 "CITY ENGINEER DTE
DWN BY: . PROJECT NO. DRAWING NO. INlTIAL DAT£ INITIAL DAT£ INITIAL CHKD BY: • ~4BY:
DATE: z/;z~ //lzlof V""\ ~ l~~M,ama ,...
KEITH W. HANSEN RCE: 6021!".5 INSPE TOR DATE ELEVATION: 68.479 OATl/M: V.S.C. & G.S. REVISION DESCRIPTION C. T. 01-01 403-6 ENGINEER OF WORK RVWD BY: """ -OTHER APPROVAL CITY APPROVAL
G: \SDSK\?ROc\981020\DWG\CALAVER.6.\9820LI02.JWG 2-' 2-2003 8: 35: 11 am
XRcFS: 9820LI; 9820LSTR; 98207STR; 98207UTL; 9820:p05-c; 9820LUL; 9820LMAP
010605
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MAP 12950/,
• • \ • •
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16
oPEN sPACf
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.i ----- --, ·1 • --, --
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3
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5+ 72. 15 END CAP, T.B-
2
~---,
SJ .':!ti ---:
~-'
6
4
1
LDT 117
MAP 12950
LOT 118
MAP 12950 LDT 119
MAP 12950
NOTE!!
E/£Cl1/0NIC OATA FllES ARE FOR IIEFEIIENCE ()Nf. Y
ANO AR£ NOT TO 8£ I/S£O FOR HORIZONTAL
OR VERTICAL SIJRI/EY CONTROi.
__ , __
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4
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CAIJTIONI!
• ' \ • •
12 13
CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING
/JTIUTIES IN THE FIELD PRIOR TO CONSTRUCTION. \
271 O Loker Aveune West
Suite 100
Carlsbad, Colifomio 92008
760-931-7700
Fox: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
' ' I
"AS-BUILT
DRAWN BY: J.S •• S.S.. LT. SCALE: 1· = 40' ./Y~ /::._ DESIGNED BY: K.H. DATE: JUNE 2002 ~
PROJECT MGR._· =G.=0. __ JOB NO.: 98--1020 · "s/t ~
>--------------------1 P .. 4-tJ(,70 EXP. 1£ /31J.I¢<,,
ENGINEER OF WORK:
KE11H W. HANSEN RCE: ~
,,
/J4s,/4l"
DATE
----I
I
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20 \ 20'
1
_, __ . ---·,-
! -I
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,-
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--_-!
i -. . -! -1--,
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15+62.16 PCR JOIN EXIST.
ST. LIGHT
'
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SAWCUT
. (Tri") EXIST. 2• A VA
1+00 GRANITE CT=15+16 CAY DR
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-! -·
-i -
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EXIST. A.H. /15 f'ER DWG JOJ-2 SEE NOlf 1
15+06 CA Y DR.
1 EA ~ 1o·x1o·xe· 1EE w. r.e.
2 EA ~ 10 .J. X G. II. S
1 EA ~ 8" P.J. X Fl G. V. 2 EA ~ 2• 8.0.
1EA~2"MAR
ENO NEW RW 71£ TO EXIST.
-,-.+--REMOVE EXIST. CURB,
GI.IT1ER, ANO WALK
14+67.91 PCR CAY DR.
2
3
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WATERLINE
f)£l1; IWJIJJS JDIGTH
15+00
DATA
REMARKS
N li6'1!6'12• E 82.0ll a• PVC ~ CL 150 ~ Cg(j{)
1:,. = 27'29'.Jt 211.00' 101.24' • •
N '04'17" W Jll6.19' • •
SEWERLINE DA TA
REMARKS
CENTERLINE DA TA
REMARKS
70.00
200.00' 95.96'
3 N 66'04'17' W 274.74'
4 S 23'55'43" W 20.00'
CURB DATA
fJElTA/lJ£ARJNG RAl)l(J$ JDIGTH REMARKS
2
3
4
5
6
7
8
9
1:,. = 90"05'48"
N 86'26'12• E
6 = 21"29' t"
N 66'04'17" W
1:,. -'8"11 '45"
N 85' 43'57" E
6 = 20li11'55"
N 66'04'17" W
1:,. = 21"29'31"
.JlJ.00' 47.17' 6" TYPE •c• CURB & G/JTTER
19.92' • •
218.00' 104.60' • •
165.47' • •
100.00' 49.21' • •
50.00' • •
.00' 138.08' • •
274.74' • •
182.00' 7.33 • • JOIN EXISTING SIDEWALK, C/JRB & G/JTTER
STREET SIGN {GRANITE CT.)
10
11
N 86'26'12" E
6 = 81"46'04"
20.37' • •
30.00' 45.96 • •
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD M-10 STREET CENTERLINE
WELL MONUMENT
CENTERLINE OF EL CAMINO REAL
AT ENGINEER'S STAllON 454+92
PER R.S 1800-1
COVNTY BENCH LEVELS {NO. CO/JNTY VERT.
CONTROL DATA)
6/J.479 DA1YM: 11.S.C. & G.S.
~
RLM 1 AS-&Ull T #~W /!:.().w.
IN1TIAL
ENGINEER OF WORK REVISION DESCRIPTION
I .: .
I
-i --i= --I_-_,
I I
I
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16+00
-·I -
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'
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DRIVEWAYS -WATER SEWER
LOT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SIDEWALK UNDERDRAIN
f IJRMWA)5'
16 OFF RT. f
16' OFF LT. f
16' OFF LT. f
5+30.11
4+96.09
4+40.53
3+86.09
3+31.79
2+77.13
1+94.94
2+51.40
2+22.12
1+15.65
16'
16'
16'
16'
16'
16'
16'
16'
16'
16'
16'
16
WATER SERVICE SEWER LATERAL
SIZE STATION
1· 5+33.5.
ll' OFF LT. f 1· 5+38.5.2
7' OFF LT. f 1•
15' OFF RT. f 1 •
10' OFF RT.
8' OFF RT.f
11' OFF LT.f 1· 27' OFF RT.f
4+78.71 4+68.71
4+23.81 1· 4+13.81
3+69.31 1· 3+59.31
3+44.32 1· 3+04.81
2+42.48 1· 2+30.87
1+79.80 1· 1+68.47
2+83.45 1· 2+60.96
2+09.00 1· 1+99.67
1+65.71 ,· 1+55.69
E. " 419.4/P
420.10
420.28
419.97
419.37
416.31
413.96
411.56
4(,9.35
406.73
404.53'
407.52
405.38'
404.22'
SW fJNOERORAIN
STATION
5+23. ~
4' OFF LT. f
4' OFF RT. f
3' OFF RT. f
7' OFF LT. 5+18.59
4+65.1(, 5+08.59
4+11.46. 4+55.10
3+57.77, 4+01.46
3+00.7(, 3+18.82
2+28.74 2+90.70
1+59.57. 2+09.23
2+65.07
2+03.29. 2+33.12
1+59.93, 1+81.04
* LAY 'Y RAT @ MAIN
40'
NOTES:
CD BREAK INTO EXISTING A.H. AND FORM
NEW CHANNEL IN BASE PER CITY STD DWG ST
fl) RELOCATE EXIST. STREET LIGHT TO G4Y DR. STA 15+62.32
Q) RELOG4TE EXIST. 1• A.V.A. TO GRANITE CT. STA 1+50.00,
20.5' RT. MAINTAIN EXIST. TIE-IN POINT TO EXIST. MAIN
-----80'
SCALE: 1 " = 40'
GRANITE COURT
I
i
1 --
, LLOYD B. HUB s ·b•/4 .,
31-05 CITY ENGINEER ' oA'rE
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO.
C.T. -01-01
DRAWING NO.
403-6
G• \_SDSK\PROJ\981020\DWG\CALAVEr<A \9820cl03.JI//G 6-9-2003 8: 29: 52 om
XREFS. 9820LI; 982Discr; 9820STR: 9820cl\o.~P; 98207S,R; 98207U~L; 98201.PR0; 98201utl
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