Loading...
HomeMy WebLinkAboutDWG 415-3B; CT 03-03; BRESSI RANCH PLANNING AREA 15; 01-06':i' . ,ii , . • ,.I . ' :; , ''.1 I': , ;, l" [·;: . l t ;I. ' ': ' ' -,,, ,' ,;! (; : RANCH PLANNING AREA BRESSI STREET 15 .,,.---..\.,----IM ....... R ~ ~ E NT S WORK TO BE DONE 1HE IMPRO';fMENT WORK SHALL BE PfRFORME/1 IN ACCORDANCt W1TH 11/t FOLLOW1NIJ DOCUMENTS, CURRENT AT THE TIME OF CONSTR!ICTION, AS DIRfCIEO 8Y THE CITY cNGINEER. c r-r 03-03..,,..____ KEY. MAP LEGEND ►•◄ N.OMAA Rlr;H~ OF WAY SEl!f:f UN! SEl!f:f MANffOI.£ : WAIEf MAIN ' ' STORM DRAIN I ! sm~T U(;HT ' • I smEET Ur;HT PER DWG NO. 400-8 i FIRE tfYDRANT • I . . I FIRE HYDRANT PfR DK'a NO. 40()-8 ' I Slifff LIMITS I SffEEf NUMBcR ' I ' ACC£SSHOLE NUMBER VICNTYMAP NOT TO SCAI.£ ' ' PRO/£CT SITE · 'DECLARATION OF RE PONS BLI CHARGE' I HEREBY DECf.ARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE D<ERCISED RE:SPONSIBLE CHARGE: OVER Tiff: DESIGN Of THE PRO.ECT AS D(;f7NED IN SECTION 670:S OF THE BUSINESS ANO PRQFfSSIONS CODf, ANO THAT TH£ DESIGN IS CONSISTE:NT W11H CURRcNT STANDARDS. i ! i I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS 8Y THE CITY OF CARI.SBAO IS CONFINED TO A Rf,VfEW ONLY AND DOcS NOT RELIEVE ME, AS ENG/NrrR OF l'r\?RK, OF MY RcSPONSIBIUT/f:S FOR PRO.ECT {)ESl(;N. ' . ' FIRM: PROJECT DcSIGN CONSUL TAN TS ' ADDRfSS: 701 B STR/IT, SUITE BOQ G/IY, STA TE: SAN DIEGO, CAUFORNIA IELEPHONe (619) 2J5-6471 I • -i orEss, t< M. Slf1. ,.. . "' . <> No. 42951 '.,! Exp, 03-31-0 C/VI\. OF C/11.\~ '7 .- B~ )¢,. :e, J>.M DATE: _,\"'(.)'-~_,r.e...':._I>_~---~ GREGORY II. SffWf . R.C.F:. NO. 42951 1 REGISTRATION EXP/RATION DA IF: OJ-Jl-08 ' I T.· \Engr\2479\Plans\PA-IMPR-STRE[TS\2479i~p01 dwg 0~/18/2004 09:54:28 AM PDT . •I, -; ' KEY MAP SCALE: 1• =8rJ'. ' I ' :,· : SHEET ,INDEX SHEE:T I ............... ,............. T171E SHEET, KEY MAP. . SHEE:T 2 ..... ., ...................... CONSTRUCTION NOlfS . . - SIIEET J. : ............ , .. .. . .. .. .. . . TYPICAL S£CllONS ANO DETAILS S11/IT 4 TO 5 .................... , IMPROVEMENT Pl.ANS AND PROFILES BRESSI., RANCH REFERENCE DRAWINGS. Sc£ DRAWING NO. 400-8. FOR 8/?cSSI RANCH RcSIOCNTIAL STRIIT IMPROVE:MENT PLANS. Sc£ DRAWING NO. 400-BA FOR MASS GRADING ANO fJ?OSION CONTROi. PLANS. Sc£ DRAWING NO. 4.00-BC FOR BRESSI RANCH RBIDENTIAL STOR/1 ORAIN PLANS. SOURCE OF. TOPOGRAPHY TOPOGRAPHY Sr/OWN ON THE~ Pl.ANS WAS GENERA 7ft) BY PHOTOGRAMMETRY -~-METHODS FRO/I INFORMATION GA 11/cREO ON MAY 11 19 98 BY SAN-LO AcRIAL SURVE:YS TOPOGRAPHY S/IOWN ~REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TET) WITHIN ASSESSORS PARCEi. NUMBU?(S) 21J-OJ0-18 THE CAUFORNIA COORD/NA TE INDEX OF THIS PRO.ECT ISi 1990-6252 BENCH MARK DESCRIPTION: BRASS DISK IN CONCRE11! IN A STANDARO SURVE:'f llf1.I. ON CcNTf/?IJNE OF El. CAMINO REAL LOCA noN: COUNTY. OF SAN D/cGO BcNCHMARK DESIGNATION NO. R1800 288+89 re ElEVA TION: J11.407 M.S.I. DAnJM: N.G.V.O. 29 '_, -"-----li:-~ --' ( ~I+\\~ I ~\tit -u 0 >=:: ___ ,_f IMPORTANT NOTICE SECTION 4216/4217 Of THE: GOVE:RNMcNT CODE REQUIRES A DIG ALcRT /DENT/FICA TION NUMOCR 8E ISSUED B£FORE A 'PcRMIT TO EXCAVATE' W1LL 8E VAUO. FOR YOUR DIG AlERT I.D. NUMB(;R, CALL UNDERGROUND SERVICE ALU?'/: TOLL FRl:6: 1-800-422-•HJJ; ™1 WORKING DAYS BEFORE YOU DIG. OWNER/DEVELOPER NAME: ADDRESS: PHON£: BRESSI GARDcNLANf, LLC., A DELAWARE UMIIED L/ABIUTY COMPANY, AS OWNER an lENNARANR CAMINO PALOMAR. LLC., A DELAWARE UM/TEO UABIUTY COMPANY . UABIUTY COMPANY, ITS ADMINISTRATIVE McMOCR Bn lENNAR HOMcS Or CAUFORNIA, /NO., A CAUFORN/A CORPORATION, ITS MANAGER J5Z$ /",4/?-A"!),4f AV/!,., S/J,,{1?, 300 CARLSBAD, CA, 92008 (760) 918-7765 NOIF: THE CONSTRUCllON OF' UNDERGROUND FACffJTIES SHALL NOT BEGIN UNTIL A !ETIER HAS BITN SUBMI TO Tl/£ CITY ENGINEER FRO/I THE SOILS ENG/NffR STA TING THF: Sf~ M ROUGH GRADING IS COMPLETE. ITS: .'6A BASIS OF BEARING ,. 2. J. 4. 5. 6. 7. 8. 9. CARLSBAD MUNICIPAL CODE CITY Or CARLSBAD STANDARD$ THIS SET OF PV.NS RfSOI.UTION NO.S 5201 (ElR 96-04), 5202 (GPA 98-0J). 520J (ZC 98-04), 5204 (MP 178), 5205 (I.FMP 17). 5208 (CT 00-06). 5201 (HDP 99-06}. 5208 (SUP 99-0J:cCR}. . 5209 {SUP 01-1():FI.OOD}. 546t (CT 02-1.f.}. 5464 (PUO 02-06). CT OJ-OJ. · TH£ STANDARD SPcC/FICATION$ FOR PUBLIC WORKS CONSTRUCTION (GR/IN BOOK) SD/LS RcPORT ANO.RECOMMENDATIONS BY 1.£/GHTON <t ASSOC/A~ DAlE:O . Scf'lfMOCR 8, 1998 ANO TH£ SOILS RcPORT TIT/.£0 "SUPPlEMENTAL GEOIECHNICAL INVEST/GA TION FOR MASS GRADING, 8RfSSI RANCH, CARI.SBAO, CA" PREPARcO 8Y LEJGHTON ANO ASSOC/A TES DA lfO MARCH 14, 2001. TH£ SAN DlcGO ARcA RcGIONAL STANOARO DRAWINGS ANO AS MAY /J£ MDO/FIEIJ, BY THE CITY OF CARLSBAD STANDARDS. TH£ CAUFORNIA OfJ'ARTMcNT OF TRANSPORTATION, "MANUAL OF mAFFIC CONTROLS FO/f CONSTRUCTION ANO MAINTENANCE: WORK ZONEs". THE: CAUFORN/A. DEPARTMENT OF mANSPORTA TION STANDARD SPECIF/CA noNS DOCUMENT NO. 769692. ) 10. Tl-IE CAUFORN/A DEPARTMcNT OF TRANSPORTA T10N STANDARO PLAN, DOCUMENT NO. 769691, 11. TH£ CARLSBAD MUNICIPAL ll'ATE'R DISTR1crs STANDARDS ANO SPECIFICATIONS FOR WA IER, SE OCR, ANO RECLA/MEO WA lE:R, ,. , ' . ' LEGEND QUANTITY !!!!!I ITEM STANDARD DRAWING SYMBOi. ~ 3~4·::82.7 :SF 4• ASPHALT PAVING (SEE STRffT NO'ff: 1)---------CARI.SBAO GS-1--------------'-----L.. . j ,. ...-6' TYPE 'G' CURB it GUTTER-------------------SDRSO G-2---------------------- SAKt:UT ct AC DIKE REMOVAL------------------------------------------------- /0 EA 4 \ EA 1 F:A 3 EA 8 327 I.F a EA 3 EA 5" F:A 4 EA a:::E) t. EA · 649 IF 5 EA 50.Z IF PEDESmJAN RAMP---------------------------SDRSD G-27, TYP£ A ct 11----------- STRIIT LIGHT, PUlLBOX (9,50/J LUMENS)·----SORSO E-1, u E-2, CARLSBAD GS-5, GS-21------ 0UAL smEET NAME SIGN (DSN)--------:--------:-SDRso sv/1-102------------------~: . . . /<./ a SIGNS ·----------------------------· · : .... ·· , ___ ·, --------~-------- ' . tr 8' PVC CONSTRUCTION OF 8" PVC WA TE~ ct.ASS N07rD ON PI..ANS------------cMWO 21_: ______ ..,._;_, -W-- - - . . . ' ~~ CONSTRUCTION OF 12 PVC ll'A IER, ct.ASS NOlE:O ON PI.ANS---.:.-------CMWO 2t----------W---- CONSTRUCTION OF MANUAL AlR RElEASE-----------CMml ~----------------..,--------_M.A.R. ■ - CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY---------CMWI) ~-------------------------_p.o. t CONSmUCTION OF 8" GATE VALVE ASSEMBLY-------CM'M) W16-----------------------. . CONSTRUCTION OF 12" GATE VALVE ASSEMBLY0------CMKO W,6----------------------~· CONSTRIJCTION OF ENDCAP ANO THRUST BLOCK ASSEMBL Y---:.,----------CMWO W,,5-------- --~- CONSmUCTION OF FIRE HYDRANT ASSEMBLY--'------CM'M) W12-----------------------j+ --f F.H. -- 8' PVC SEl1£R, ct.ASS NOIEO ON PLANS-----------CM'M) S5------------------------ SE11£R ACCE:SSHOLES------------'-------------CM'M) St------------------------ 18' RCP STOR/1 DRAIN------------------------------------------------------ -s-LPVC ----o-:-.................. 4 EA TYPE :4' CLEANOUT--------------------------PcR SDRS/) 0-9-------------------:::-=S=a-'ail 2 EA TYPE '8' CUR(! INLET·-----~------------:----.--PcR SDRSO 0-2,._;..________________ =: -=-55(!1 •t AS MODIFIED BY THE CITY OF CARLSBAD NOTE: THE A/101£ QUANTITIES ARE FOR BONDING PURPOSES ONLY ANO SHOULD NOT BE USED FOR FINAL PAY QUANTITIES. I . l'Z-,.o-t DATE THE BASIS OF BEARING FOR THIS SURVE:Y IS TH! CAUFORNIA COORDINA Tc srsTEM, NAO B~ ZONE 6 ANO WAS cSTABLJSff(;O B£T'r',f£N STATION NO. V-2002 PER R. O.S. 1402J ANO STATION NO. SOGPS-41 £STABUSHED 8Y THE: COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROi. BOOK, /.!., N88'!if.'05"W. . . THE: COMBINED SCA!.£ FACTOR AT STATION V-2002 IS ().999944419. GRIO DISTANCE: = GROUNO DISTANCE X COMBINED SCA/.£ FACTOR, ALL MEASUREO DISTANCES SHOl+f'J HcREON ARE GROUNO DISTANCES. Tl/£ MAPPINQ ANGLE AJ STATION V-2002 IS -O'J2'51.BB1' 2 2,1/c oC, ~ CONSTRUCllOrl Cl!Ar/GI SHEETS 4 1 3 • 8 ·0i:, j:lj.,l,l. 3 ~1 W' m l;.,,;.;;;;;l-,;;6.tAM~D-',A:i,,DD~ITT.-!.O~W!..cO~F_,SU~E==Ec!..r.e.6 ______ __. __ -1----1----l--'---1 SHE1ET D/06/0 ff/C AS-BUILT CITY OF CARLSBAD ENGINEERING DEPAR1MENT SHEETS ''.6 QUOlfO BEARINGS FRO/I RcFf:RcNCE: MAPSfi}ffi)S MA y OR MAY NOT 8E IN TfRMS OF SNO SYSTEM. 0 PR.OJECTDFSIGNCONSVLTAN'IS P1ANNING • .BNvnuiMBNTM. • llNlllNlilDme • Sllll\'Br,G'S 701 B Street, Suit< 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 DA TE INITIAL NGINEER OF WORK • REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTI-IER Af'PROVA CITY APPROVAL Pl.ANS FOR lH! IMPROYEMENT OF: . BR/£8SI RANCH PLANNING AREA 15 DWN BY:~.--1 ,PROJ£ T NO, ~~ ~~ M " CT 03-03 EXPIRES 12-31-05 ~ I/ I/ DRAWING NO. 415-38 . AS-BUILT J.N, 2479.00 h '"j"'" '4: _j ~. ~ ': . u t ' • l l ' . l ' ! l i ' ' - C ~ (i) .o .a::. -Q\ ..... (J1 I <.,.) .,, II GENERAL NOTES i I ,1 · I. t/llS PLAN SUPtRSEDES AU OTH£R PLANS PR£VIOUSI. Y APPROVEO BY THE: CITY OF CARLSBAO R£GARD/NG IMPROVEM£NTS SHOWN ON THIS· SET OF PLANS. l I 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\£ ANY PORnON OF TH£ CARLSBAD MUNICIPAL CODE:, R£SOlunoN OR COND/nONAL APPROVAL, CITY STANDARDS OR OTH£R ADD/nONAL DOCUM£NTS USTED H£RON AS TH['( MAY P£RTAIN TO THIS PRO£CT. THE: £NGIN£ER IN RfSPONSJBLE: CHARGE: SHAU RfVISI! TH£S£ PLANS -· · HN NON-CONFORMANCE: IS DISCOVER£0. ! ·. -. · .I CITY APPROVAL OF PLANS DOES NOT REL/Elf THE: D£V£1.0P£R 0~ · · - £NG/N££R-OF-WORK FROM RESPONSIBIUTY FOR THE CORR£CnON Of tRRORS ANO OMISSIONS DISCOVl;R£0 DURING CONSTRUCnON. AU PLAN /?£VISIONS SHAU 8E PROMPn.Y SUBMITT£D TO TH£ CITY £NGIN££R FOR APPROVAi.. ! 4. ~o~'Gf!Jr~~A~Pf!:tl//,Jt R:Tc17 t1$."'f%,iR~ iii:t?U/R£O ISSUANCf:, A C£RnFICA 11: OF INSURANCE: MUST 8£ F1L£0 NAMING TH£ CITY OF CARLSBAD AS AN ADD/nONAL /NSUR£0 ON TH£ P£RM/11£E'S POllCY IN TH£ MINIMUM AMOUNT OF $1,000,QOO.OO FOR EACH OCCURR£NCE OF UABIUTY. THf INSURANCE: COMPANY WRl11NG TH£ POLICY MUST HAif' A RA71NG 0C 'A' ANO A SIZE CATrGORY OF CLASS V AS ESTABLISHED BY "BESTS' KEY RA 1/NG GUIDE. S. NO WORK SHAU BE COMMENCED UNnL AU PtRMITS HA\,£ 8££N Of/TA/N£0 FROM TH£ CITY ANO OTH£R APPROPRIATE: AG£NCIES. 8. REVISION OF THESE Pl.ANS MAY BE REQUIREQ IF THE PROPOSED IMPROVEMENTS ARE: NOT CONSTRUCTED PRl<Jf TO TH£ OCADLJN£ DATE: OF TH£ IMPROVEMENT AGR£EMENT. , t, NO R£VISIQNS mLL 8£ MADE TO; THESE PLANS WITHOUT WRITTE:N APPROVAL OF THE CITY £NGIN£ER, NOTrO WI.THIN TH£ R£VISJON BLOCK, ON TH£ APPROPR/A 11: SH££T OF THE: PLANS ANO nu SHEET. 8. ORIGINAL DRAWINGS SHAU 8£COME THE: PROP£RTY OF TH£ CITY UPON Bf/NG SIGN£0 BY TH£ CITY ENGINE£R. i 9. THE ORIGINAL DRAWING SHAU BE: R£VISEO TO REFLECT AS-BUil T CONDlnONS BY THF: ENGIN££R-IT-WORK PRlpR TO ANAL ACC£PTANC£ OF TH£ 'M:IRK BY TH£ CITY. . , ! 10. ACCESS FOR AR£ ANO OTHER £M£RGENCY Vl;HICLES SHAU Bf MAINTAINED TO TH£ PRO£CT SJTF: AT AU nM£S OUR/NG CONSTRUcnoN, 11. HR£ TRENCH£S ARE WITHIN CITY £ASEMENTS, A SOILS R£PORT COMPRISED OF: (A) SUMMARY SHITT, (8) LA/JORATORY WORK SHITTS AND, (C} COMPACTION CUR';fS, SHAU 8£ SUBMl11£0 BY A PROFfSS/ONAL £NG/N££R OF TH£ STA 71: OF qALIFORNIA, PR/NCIP ALL r DOING BUS/NESS IN TH£ Aao OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WllL BE: SUBMl11£D TO rnr CITY ENGINEtRING INSP£CTOR WI THIN TWO 'MJRKING DAYS Of COMPL£nON OF AELO TE:STS. TH£ l'IRl11£N Aao COMPACnON R£PORT(S} SHALi.. 81! IMMEDIATELY SUBM/11£D TO THI! CITY £NGIN£/;RING INSP£C,TOR UPON COMPl..!nON OF TH£ Flfl_O TESTS. , i . 12. A PRECONSTRUCnON M£EnNG SHAU 8£ HELO AT TH£ SITE: PRIOR TO 7Hf BEGINNING Of fl!JRK ANO SHALL BE A TTrNDED BY A!L _ · REP/?[S£NTA71',fS RESPONS/81..£ FOR CONSTRUCnON. /NSPECnON, SUPER'v1SION, 7fSTING AND ALI, OTHER ASPECTS OF' THE WORI(, TH£ CONTl'/ACTOR SHAU SCHE{)ULI! TH£ M££nNG THROUGH TH£ PERMIT CLERK (760-602-2740} AT LEAST Fl'>£ (5) WORKING DAY}; PRIOR TO STARTING CONSTRUCnON APPROVED DRA'MNIJ MUST BE: AVAILABLE: PRIOR TO SCHEDUUNG. , ! I.I All INSPEC71QN REQU£STS OTHrR THAN FOR PRECONSlRUCTION MEETING Mil BE MADE BY CALUNG THI! 24-HOUR ENGIN££RING INSPECnON RfOUEST LINE AT l760}438-3891. INSP£C710N REQUESTS MUST 8£ RECEl',fQ PRIOR TQ 2; QQ ew, ON ff QA Y BEFORE THE INSPECnON IS NEEDED, INSPECnONS mu 8£ MADF: TH£ N~XT WORK DAY UNLESS YOU REQU£ST OTHERltlSE REQUESTS MAD£ An[R 2: 00 P.M. mLL IJ£ SCHE{)UL£0 FOR TWO FULL l',\JRK DAYS LA Tr~. . 14. TH£ Ol'MER ANO/OR APPLICANT THROUGH ~ D£Vl:LOPER AND/OR CONTl'/ACTOR SHAU DESIGN, CONSTRUCT ANO MAINTAIN ALL SAF£TY DE:VICES, INCLUDING SHORIN(J, ANO SHAU 8£ SOlEL Y R£SPONSIBLE FOR CONFORMING TO ALL LOCAi., STA TE AN{) F£DERAL SAFE:TY ANO H£ALTH STANDARDS, LAl+S ANO REGULAnONS. 15. SUBMJmNG A DETAIL PLAN TO TH£ CITY £NG/NEER AND/OR CONC£RN£0 AG£NCY SHOWING THI! D£SIGN Of SHORING, £/RACING, SLOPING OR OTH£R PROVISIONS TO BE MAO£ FOR WORKER PROTE;cnoN FROM TH£ HAZARD OF ' CAVING GROUND DURING TH£ £XCA VA noN or SUCH TRENCH OR TR£NCH£S OR DURING TH[ PIP€ INSTAUA noN TH£R£JN. THIS PLAN MUST Bf PREPAR£D FOR AU 7R£NCHES Ff\,£ FE:ET (5J OR MOR€ IN D£PTH ANO APPROVE!) BY THE CITY £NG/NEER AND/OR CONCERNED AGENCY PRIOR TO £XCAVA T/ON, If THE: PLAN VARIES FROM THE SHORING SYSTEIJ STANDARDS ESTABLISHEO BY THE CONSTRUC710N SAFETY ORDERS. Tln.E 8 CALIFORNIA ' ADMIN/STRA ll'IE CODE THE Pl, ANS SHA! L BE PREPARED BY A REG/STEREO ENG/NfTR AT THE CONTRACTOR'S EXPENSF:. A COPY OF TH€ OSHA £XCA VA noN P£RMIT MUST 8/! SUOMl11£D TO THE INSPECTOR PRIOR TO £XCAVA T/ON, ! 115. If ANY ARCHEOlOG/CAI, R£SOURCES AR£ DISCOVERED ltlTHIN ANY fl!JRK ZQ!:i£ DURING CONSTRUCnON, OPERA710NS f\1l1, CEASE IMMEDIAm.r, ANO TH£: PERM/TT££ mu NOnFY THE CITY [NG/NEER. OPERAnONS mLL NOT - RESTART UNTIL ff/E: PERM/11£f: HAS R£CEl';ff WRl11£N AUTHORITY FROM TH£ Cl TY £NG/NEER TO DO SO. i 1 . 17. AU OPERA noNS CONDUCTrO ON THE: SITE: Off ADJACENT TH£R£TO, . INCLUDING WARMING UP, R£PAIR, ARRIVAi., D£PARTUR£ OR OP£RA noN OF TRIJCKS, EARTH MOVING EQUIPM£NT, CONSTRUCnON EQUIPMENT ANO ANY1 ' OTHER ASSOC/A 7£0 GRADING EQUIPMENT SHALL IJE: LIM/7£0 TO TH£ . PERIOD Bffilf£N 7: 00 A.I,/. ANO SUNSET EA!;H DAY, MONDA r ff/ROUGH FRIDAY ANO NO [ARTH MOVING OR GRADING OP£RA nONs SHALL 8£ CONDUCTrO ON. 1hf£K£NDS OR H()LIOA YS. (A IJST OF CITY HOLIDAYS IS AVAILABLE AT TH£ £NG/NEERING DEPARTMENT COUNTrR.) • • ! 111. ALL OFF SITE HAUL ROUTES SHALL BE SUBMIT7fD BY TH£ CONTRACTOR TQ 17-IE CITY ENGINEER FOR APPROVAL TWO RJLL WORKING DA ys PRIOR TO BEGINNING OF WORK. TH£ CONTRACTOR. SHALL BE R£SPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 11-1[ HAUL ROU~ OR ADJAC£NT S111Ef1S AS A RESULT Of 17-IE GRADING QPE,RA UON, · . , ' ' 19, NO BLASnNG SHAU BE: COMMENCED WITHour A CITY £NG/NEER APPROVED BLASnNG PROGRAM, , I , 20, THE EXISTrNC£ ANO LOCAnON Of unuTY STRUCTUR£S ANO FACILITIES SHOWN ON THE CONSTRUCnON PLANS IIER£ OBTAIN£D BY A S£ARCH OF TH£ AVAILABLE: R£CORDS. ATTENnON IS CALLEO TO TH£ POSS/BL£ £XISTrNCf: Of OTHER unuTY FACILITIES OR STRUCTURES NOT SHOf'tH OR IN LOCA noN DJFF[RENT FROM THAT SHOWN IN THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE: DUI! PR£CAUnONARY M£ASURES TO .PROT£CT TH£ ununrs SHOWN ON TH£ PLANS ANO ANY OTH£R [XISnNG FACILln£S OR STRUCTURES NOT SHOf'tH, . ! 21 TH£ CON Tr/ACTOR SHALL VER/F'( THe: LOCA noN Of AU EXISnNIJ FACILlnES (ABOVEGROUND . ANO UND£RGROUND} WITHIN TH£ PROJfCT S/TF: sumC1£Nn.Y AH£AO OF TH£ CONSTRUCnON' TO P£RMIT THE: R£VISIONS OF THF: CONSTRUCnON PLANS IF' IT IS FOUND THAT THE LOCAnONS ARE: IN CONFLICT WITH TH£ PROPOSED WORK. 22, TH£ CONTRACTOR SHALL NOnF(AFfECT£0 UnLJTY COMPANl£S (SEE: 8£LOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARnNG CONSTRUCT/ON NEAR THEIR FACILITIES ANO SHAU COORDINATE WORK WITH A COMPANY R£PRESENTA n\£. UND£RGROUNO SERVICF: ALERT ' SOG&:£ SBC ADflPHIA CABLEVISION cox COMMUN/CA noNS . ' CITY OF CARLSBAD (STRE£TS ANO STORM DRAIN) • CITY Of CARLSBAD (SEf!fR, WA 71:R ct R£ct.A/1.1£0 WA TrR) • SAN Dl£CUITO WA TrR DISTRICT , • LEUCADIA WASTEWATER DISTRICT • VALLECITOS WATER DISTRICT • OU V£NHAIN WA TrR DISTRICT • BUE;NA SAN/TA nON DISTRICT • AS APPROPRIA TF: (800) 422-413J (800) 660-7J4J (800) 892-012$ v6o) 438-7741 760} 806-9809 (760) 4J4-298D (760) 438-2722 (760) 63J-2650 (750) 7SJ-0155 (760) 744-046() (760) 7SJ-6466 (760} 72/J-IJ40 . ! ; T: \[ngr\2479\Plan$ \PA-IMPR-STREETS\2479imp02.dwg 10/q5/2004 05: 22: 24 PM PDT ' ' ' i I ' ' ' ! ' ' . ' ' ' ' ' ' I ' i ' I STREET NOTES S. D. G. & E. NOTES t. TH€ £XCA VA TOR SHAU CAR£FUlL Y HANO DIG WITHIN 2-fffT • Of TH£ NA nJRAL GAS TRANSMISSION LINE:. 2, NO POf!fR OPERA 7£0 EQUIPM£NT SHAU 8£ ALLOf!fO WITHIN 2-FE£T OF ANY PORnON Of TH£ NATURAL GAS TRANSMISSION · UN£. .I IF' AN'/ CONTACT OF THE: PIPE: IS MADE:, £V£N IF TH£R£: IS NO , VISIBLE: DAMAGE, TH£ CONTACT AR£A MUST BE: IMMED/A T£L Y INSPECTrO BY AN SDGJtE: f!fLDING INSP£CTOR, THIS MAY S/GN/ACANn.Y DELAY YOUR JOB IF SHORING OR OTH£R SAF£TY PRECAUnONS ARE NEEDED TO ALLOW TH£ INSPECnON. 4, TO ARRANGE: FOR GAS TRANSMISSION MARI( OUT ANO STANDBY, • CAIL USA (800) 227-2600, CONSTRUCTION NOTES I. ACTUAL STRUCTURAL SECnONS l\!LL BE: DE7£RMIN£D AFTrR "R' VALUE 7£STS HA\£ BEEN CONDI.ICTED .BY A PROFESSIONAL ENG/N££R OF TH£ STA TF: OF CALIFORNIA, PRINC/PAlL Y DOING BUSJN£SS IN TH£: Fl£/_[) OF' APPLIED SOIL M£CHANICS, ON TH£ PR£PAREO BAS£M£NT SOIi.. TH£ "R' VALUf TrSTS ANO TH£ £NG/NE£R£D STRUCTURAL SECnON MUST 8! SUBMl11£0 TO THE: ENGINEERING /NSP£CTOR FOR R£V/£W ANO APPROVAL, A MINIMUM OF TWO (2) CITY WORKING DAYS 8£FORf TH£ WORK 8£GINS. 0) 0 @ 0 @ INSTALL 4• SKIP WHITE: LANEL/NE: P£R DETAIL 9. INSTALL 4• DOUBLE/DOUBLF: Y!:LLOW MEDIAN ISLANI} PER DETAIL 29 INSTALL B' SOLID YMITE: CHANNEL/ZIN(; LINE PER DE:TAIL 311. INSTALL 5• SOLID YMITE: BIKE: LANI! P£R 0£TAIL J9. INSTALL 5• SKIP WHITE: BIKE: INTF:RSECnON LINE P£R DfTAIL J9A (200 I.F) 2. S7R££T LIGHTS SHAU BE INSTALLED AS SHOWN ON TH£5£ PLANS, UND£RGROUNO CONDUIT RUNS, SE;RVIC£ POINTS ANO HANDHOLDS SHAU Bf SHOWN ON TH£: "AS-BUILT' P(..ANS. NO DIRECT BURIAL STREET LIGHT FOUNDA noNS ma BE: ALLOflfD. AU LUM/NARI£$ SHAU 8£ @ 0 @ INSTALL 12• $OLIO WHITT! TT-1£RMO PLASnc LIMIT LIN/! ANO "$TOP" PAV£MENT L£GEND. INSTALL TYPE: IV (L) TT-IERMOPLASTIC ARROW. ·cuTOFF' TYP£. ! • J. AU UND£RGROUNO UnLlnES ANO LATERALS SHAU 8£ INSTALLED PRIOR TO CONSTRUCnON OF' CURBS, CROSS GUTT£RS OR SURFACING or STR££TS. @ @ @ @ @ @ @ INSTALL TYPE: IY (R) TT-IERMOPLASTIC ARROW. INSTALL 12' SOLID WHITE: TT-IERMOPLASTIC CROSSWALK 4. STORM DRAIN PIPF: SHALL Bl£ REINFORCED CONCR£"!f PIPE WITH A MINIMUM 0-LOAD Of 1,350. FOR PRIVATE STORM DRAINS, PIP£ UP TO 15 PVC MAY 8£ UnLJZEO PROVIDED OCPTH IS LESS THAN 15 FITT ANO BACKFILL£0 'MTH J/4' ROCK PER SDRSO S-4 INSTALL "BIKE", "LAN[' ANO ARROW TT-1£RMOPLAsnc PAVEMENT L£GENO. INSTALL "SIGNAL•, • AHE:AD" TT-l[RMOPLASTIC PA VfMENT LEGE:ND. m'£ •c• ANO PIP£ MITTS AST/,/ STANDARD 30J4 FOR 35 SOLID WAIL PIPE:. INSTALL "STOP". • AHEAD" TT-1£RMOPLAsnc PAVEMENT L£G£NO. I INSTALL TWO WAY LEFT 7VRN LANI! P£R D£TAIL 32 INSTALL 12' ','MIT£ Y/£LO LINE (SEE D£TAIL SH£ET 3} -ffi€/l./'-1~tL,is-r1 C, INSTALL "YIELD" PAVEMENT L£GENO ~ il-/€/t.JvfofL,i-Sf!C. ' ' 6. WH££LCHAIR RAMPS SHALL 8£ INSTAlLED P£R R[QU/REMENTS Of nu 24, CALIFORNIA ADMINISTRA nVE CODE:. ' , • @ INSTALL DOUBL/£ Y[LLOW NO PASSING ZON£: LIN/£ P£R D£TAIL 22 @ . INSTALL 4• SOLID YMITE: RIGHT EDGE: LINE P£R DfTAIL 278 7. STR[ET TRITS SHAU 8£ INSTALLED PER srcnoN IV D.J OF TH[ CITY OF CARLSBAD LANDSCAPE: MANUAi.. • : i ' . 8, FIRF: HYDRANT MARKERS SHALL BE PLACED IN THE: SlRffT WITHIN TH£ UM/TS 0/:WQRK OF @ INSTALL 12· SOLID WHITE: TT-1£RMOPLASnc LIMIT LIN/£ THIS Pl.AN PER SDRS D WG M19. ·· . · 1iQJE:. ALL SIGNING AND STRIPING STANDARDS AR£ PER CALTRANS TRAFAC MANUAL UNLESS OTH£RmSE SP£CIFIEO. 9. Al.I. SUR';fY MONUMENTS ANO POINTS THAT AR/£ 0/STURBEO BY THIS WORK SHALi. 8£ .. R£-ESTABLISHED, P£RPETUA TrD, ANO DOCUMENTrO P£R THE: PROFESSIONAL LAN/r SURVEYORS AC1: • i , ' 10. TWO (2) SE:TS OF SURVEY (cur) SHEE7S SHALL BE PROVIDED TO THE CITY £NGIN££RING INSPECTOR, I . j ' ' ! . I SIGNING AND STRIPING NOTES 1, TH£ CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING ANO STRIPING. 2, SIGNING, STRIPING SNO PA';fM£NT MARKINGS SHAU CONFORM TO TH£ LATrST CALTRANS TRAmc MANUAi., CALTRANS , STANDARD SP£CIACA nONS (JULY 1999 OR LA TEST VERSION THER£OF). TH£Sf: PLANS AND TH£ SP£CIAL PROVISIONS. .I AU SIGNING ANO STRIPING IS SUBJECT TO TH[ APPROVAL OF TH£ PUBLIC WORKS DIR£CTOR OR HIS REPRfS£NTA nv!; PR/DR to INSTALLA noN. ' . 4 .. AN'I DEVIA noN FROM THESE: SIGNING AN() STRIPING PLANS SHALL 8£ APPROVED BY TH£ £NG/N£ER OF WORK ANO . PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE: IN TH£ R£LO, S. AU SIGNING ANO STRIPING SHAU 8£ R£Fl.£Cn'>£ PER CALTRANS SPECIACA noNS. STRIPING SHAU BE: R[PAINTED TWO f!fEKS AFTER /NlnAL PAINnNG. SIGNING SHAU US£ £NCAPSULAT£0 L£NS R£FLECn'>£ SH££nNG (HIGH INTrNSJTY OR [QUAL}. : • 6, PRIOR TO ANAL ACC£PTANCE OF STR£ET IMPROVEMENT, ALL STRITT STRIPING ANO MARKINGS WITHIN A 500' P£RIM£TrR .. OF n-1£ CQNTRUCTION PROJECT !WU BE RESTORED TO A "LIKf NEW" CONDlnON, IN A MANNER M£EnNG THE: APPROVAL . OF THE CITY INSPECTOR, 7, [XACT LOCA noN OF STRIPING ANO STOP UM/TS SHAU BE: APPR0',£0 IJY TH[ PUBLIC WORKS DIR[CTOR OR HIS PRIOR TO /NA TALLA nON. 8. CON Tr/ACTOR SHAU REMO\£ AU CONFl.lCnNG PAINTrO LIN£S, MARKINGS ANO PA V£M£NT L[GENDS BY GRINDING. D£BRIS SHALL BF: PROMPn.Y R£MOVEO BY TH£ TH£ CONTRACTOR. . • 9. AU PAVEMENT L£GENDS SHAU Bf THE I.A/EST VERSION OF THE: CALTRANS METRIC STrNCILS. 10. LIMIT UN£S AND CROSSWALKS SHALL 8£ Fl£LO LOCA TrD. CROSSWALKS SHAU HA\,£ 1(/ INSIDE: D/Mt;NSION UNLESS OTH£RmSE SPECIFIED. 11, AU CROSSWALKS, LIMIT LINES, STOP BARs, PA ';f/,/ENT ARRO~ ANO PA V£M[NT LEG£NOS SHAU 8£ THERMOPLAsnc UNLESS OTHERmS£ SP£C/AEO. · · 12. ARE: HYDRANT PAVEM£NT MARKERS SHAU CONFORM TH£ LATrST CALTRANS TRAmc MANUAL ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. AU MEDIAN NOSES ANO FLAR£S SHAU BE: PAINTrO lflLOW. 14. AU SIGNS SHAU Bf STANDARD SIZE: AS SHOWN IN THE: CALTRANS TRAmc MANUAL UNLESS OTH£RWIS£ SPECIAEO. 15. SIGN POST SHAU BE: SQUARE: PERFORATED sm TUBING IWTH BR£AKAWAY BAS[ PER SAN DIEGO R[GIONAL STANDARD •. ORA'MNG M-45. CARLSBAD MUNICIPAL WATER DISTRICT NOTES .. 1, WA TrR MAIN ANO APPURTrNANCES SHAU Bf CONSTRUCirO IN ACCORDANCE WITH TH£ "CARLSBAD RULES ct REGULAnONs FOR TH£ CONSTRUCnON OF POTABLE WATrR MAINS-CARLSBAD MUNICIPAL WATrR DISTl'/ICT, • OCTOB£f! 199J OR AS AMENDED. 2, TH£ CONTRACTOR SHAU OBTAIN AN £XCA VA noN P£RMIT FROM TH£ DIVIS/ON OF INDIJSTRIAL SAF£TY ANO PROVIDE: PROOF OF OSHA NOnFICAnON BEFORE: ANY £XCAVAnON ANO SHAU ADH£R£ TO ALL PROVISIONS OF TH£ STA TE: CONSTRUcnoN SAFE:TY ORD£RS. . . J, BEFORE: ANY CONN£CnON OR SHUT DOl'M OF VALVES ON £X/ST/NG C.M.W.O. UN£S, A P£RMIT SHAU IJE OBTAIN[O FROM TH£ C.M. W.D. OfTICE ANO MUST 8£ SIGN£0 ANO APPR0',£0 BY TH£ CITY OF CARLSBAD DE;PUTY £NGINE£R AN() DISTRICT SUPERIN7£NDENT. 4. A PR£CONSTRUCnON CONFER£NCE M££nNG SHAU IJI! Hao A MINIMUM ON S£VEN (7) DA TS BEFORE: CONSTRUCTION BEGINS. CONTACT THE CITY OF CARL58AO ENG/NfERING INSPECnON DEPARTMENT-TEl.£PHQN£ NO. (760) 438-3891 FOR SCHEDULING. S, TH£ CONTRACTOR SHALL NOTIFY ff/I! CITY OF' CARLSBAD ENGINEERING INSP£CnON D£PARTMENT 48 HOURS PRIOR TO STARnNG WORK so THAT INSPECnON MAY BE: PROVID£0-T£LEPHON£ NO. (760) 4311-3891. a. NO TREES OR S7RUCTUR£S SHAU BE: AlLOltE:O IN TH£ WATER UNE: £AS£/.1£NT. AU £X1snNG TRITS ANO STRUCTUR£S SHALL 8£ R[MOVEO PRIOR TO COMMENCEM£NT OF' WORK-ANY EXC£PnONS SHAU REQUIRE: WR/11£N P£RMISSION FROM TH£ CITY OF CARLSBAD D£PUTY £NGIN££R. . - 7. AU BUR/£0 COPPER PIPING ANO APPURTENANCES SHAU 8£ PROTrCTrO BY MEANS OF CATHODIC PROTi:cnON. IF" DEV£LOP£R/OWN£R CONDUCTS A SOILS 7£ST R£PORT ANO D£MONSTRA TrS THAT PROTECnON CAN BE: PERFORMED IN ANOTHER MANN£R, THE: D£PUTY ENGINEER mu CONS/{)[R ANO AL7£RNATF: FORM OF PROTrcnoN. 8, THE £XACT HORIZONTAL ANO ';fRnCAL AUCNM£NT ANO TYPE: OF MATERIALS OF TH£ FIRE: LIN/! LOCA TEO BETW£EN THE OCTrCTOR CHECK VAL,£ ANO BUILDING SHAU 8£ D£TE:CTOR CH[CI( VAL\,£ ANO BUILDING SHALL Bl! DET£RMINED BY THE CITY OF CARLSBAD AJ?E:. MARSHAi.. · 9, ALL R£CLAIMED WA TrR MAINS ANO APPURTrNANCES SHAU Bl! CONSTRIJCTrO IN ACCORDANCE: ltlTH TH£ "CARLSBAD REct.AMA noN RULES ANO REGULA noN FOR TH£ CONSTRUCnoN OF REct.AIMED WA 7£R MAINS-CARLSBAD MUNICIPAL WA TrR DISTRICT.• OCTOBER 1993 OR AS AM£NDED. 10. AU POTABLE WAT£R SERVICES SHAU BE: t• ANO AU POTABLE WA.1ER METrRS SHALL BE 5/8• (UNL£SS OTH£R'MS£. NOT£0 ON PLANS}. . 11, AU WATER ME:TrR BOX£S SHAU BE: ARMORCAST. 12, MINIMUM STAPACING BETMIN POTABLE WATER LAT£RALS S£f!fR SERVICES SHAU 8E S mr. t.I TH/£ TOP (1" WATrR METER BOX£S SHALL BE Fl.USH ltlTH TH£ ANISH£0 SURFACE: GRAD£. SEWER NOTES 1, AU SfOCR MAIN AND APPURTENANCES SHAU 8£: CONSTRUCTrO IN ACCORDANCE: WITH TH£: "CARLSBAD MUNICIPAL WA TrR DISTRICT'S SEf!fR SYS7£11 -DESIGN CR/7£RIA, STANDARD DRAmNGS ANO SP£C/ACA noNS", LA TrST EDlnON, ANO THE STANDARD SPECIF/CA nONS FOR PUBLJC WORKS CONSTRUCT/ON, LA TEST EDtnON (GREEN BOOK}. 2. TH£ CONTRACTOR SHAU OBTAIN AN £XCAVAnON P£RMIT FROM rnE: DIVISION OF INDUSTRIAL SAFETY BEFOR/, ANY EXCAVATION ANO SHAU ADH£R[ TO ALL PROVISIONS OF TH£ STA TF: CONSTRUCnON SAFE;TY ORDERS. .I 8£FOR£ ANY CONNECnON TO TH£ DISTRICT'S EXISnNG SYSTrM, A PERMIT SHALL Bf: OBTAINED FROM TH£ DISTRICT. IT MUST BF: SIGN£0 ANO APPROVED BY TH£ CITY OF CARLSBAD DEPUTY CITY £NG/NEER ANO DISTRICT SUP£RINTENDEN1: 4. B[FORf CONSTRUCnON B£GINS IN ANY PUBLIC RIGHT Of WAY, A CITY RIGHT OF' WAY Pt;RM/T SHAU 8£ R£QUIR£0, 5. THE CONTRACTOR SHALL NOTIFY THE: CITY OF CARLSBAD £NG/NE£RING /NSPECnON 411 HOURS PRIOR TO BEGINNING CONSTRUCnON (TE:L£PHONE: {760} 438-3891.} SPECIAL NOTES THE: FOlLOWING NOTES ARE: PROVIDED TO GI\£ DIRECnON$ TO THF: CONTl'/ACTOR BY THE £NGIN££R OF WORK. TH£ CITY ENGINEER'S SIGMA TUR[ ON THESE PLANS DOES NOT CONsnru11: APPROVAL OF' ANY OF TH£5£ NOT[$ ANO TH£ CITY l1fil NOT BE RESPONSIBLE: FOR TH£JR £NFORC£M£N1: 1, TH£ LOCA noN OF EXISnNG UnLlnES ARE: BAS£ ON AVAILABLE R[CORO INFORMA noN, CONTRACTOR SHAU V£RIF'I THE: LOCAnON ANO £L£VAnON OF ALL £XIST/NG FACIUnES (ABO\£ GROUND ANO UNDER GROUND) Wlff/lN TH£ PROJECT S/Tf:. THIS 'MJRI( SHALL BE: P£RFORM£0 SUFF/Ct£Nn. Y H£AO OF CONSTRUCnON TO P£RMIT CITY APPROVE() R£VISIONS TO THE: CONSTRucnoN PLANS IF ACTUAL LOCA noNS ARE FOUND TO 8£ IN CONFUCT WITH THE PROPOSED WORK. CONTRACTOR SHAU NOnFY £NG/N££R OF WORK Of ANY CONFLICTS OR ANY OTH£R UnLJTIES £NCOUNTER£0 PRIOR TO PROC££DING WITH CONSTRUCnON, . . . 2. ATTENnON IS CALLEO TO n-1£ POSSIBLE: EXISTrNC£ OF OTH£R unuTY FAC/LlnES OR STRUCTUR[S NOT SHOWN OR IN A LOCAnON DIFF£RENT FROM THAT SHOf'tH ON THE: PLANS. CONTRACTOR SHALi. TAK£ PR£CAUnONARY MEASURES TO PROTECT THE unuTY LINES, FACILtn£S, OR STRUCTUR£S, SHOWN ANO ANY 0711£R UN£S, FAC/Un[S, OR STRUCTURES, NOT OF' R£CORO OR NOT SHOWN ON TH£SE Pl.ANS. ANY PA';fM£NT OR OTH£R £XISnNG SURFACE: IMPROVEMENTS DAMAGED BY CONTRACTOR SHAU BE R£PLAC£0 AS R£QU!Rfl} BY THE: CITY OF CARLSBAD £NGlf/£ERING DEPARTl,/ENT. J. SAFE:TY PRECAUnONS ANO AD£QUA TE: BARRICADING TO 8£ IN FORCE BY THE: CON Tr/ACTOR AT AU nM£S. NEITH£R Tl-ft Ol'M£R NOR THE: £NGIN££R Of WORK IWLL ENFORCE: SAFE:TY M£ASUR£S OR R£GULA nONS TH/£ OWNER ANO/OR APPLICANT THROUGH TH£ D£'>£LOPER AND/OR CONTRACTOR SHAU OCSIGN, CONSTRUCT, ANO MAINTAIN AU SAFETY OCVICES, INCLUDING SHORING, ANO SHAU BF: SOLElY R£SPONSIBL£ FOR CONFORMING TO ALL LOCAi., STA11: ANO FE:OCRAL SAFE:TY ANO HEALTH STANDARDS, LAl+S ANO REGUI.AnONS. 4. ALL LfNGTHS ANO DISTANCES FOR IMPROVEMENTS SHOWN ON TH£5£ PLANS AR[ MEASURED IN A HORIZONTAL PLANE:. S. THE DISPOSAL OF ANY ASB£STOS CEM£NT PIPE: SHAU BE: IN COMPUANC£ WITH AU CURRENT LOCAi., STA TE: ANO F£DERAL REGULA noNS. 1/, THE WORK TO BE DON£ SECnON ON rn,s SHITT LISTS TH£ STANDARD SP£C/ACAnONS AN() ORA'MNGS US£0 DURING TH[ IMPRO';f/,/£NT PLAN/GRADING PLAN DE:SIGN. TH£5£ PLANS HA\£ BE£N PR£PAR£0 IN ACCORDANCE: WITH THE: CURRENT EDlnONS Of THf STANDARD SPEC/FICAnONS ANO DRAWINGS IN £FF£CT ON TH£ DATE Of TH£ SIGNATUR[ BY TH£ £NG/N££R Of 'MJRK. . I I I I I I I I ,-----------------,-, "AS BUILTW ! i I 1 '' ' 1.6. WHEN A SIGN IS A.TTACHEO TO A POLE:, IT SHAU 8£ MOl,/NTED USING A STANDARD CITY MOUNTING BRACK£T Wlff/ STRAPS. 17. EXISnNG SIGNS REMOVED BY TH£ CONTl'/ACTOR SHAU 8£ DELIVERED BY THE: CONTRACTOR TO TH£ CITY OF' CARLSBAD PUBLIC WORKS YARD AT 405 DAI( A \£NU/!, 18. AU SIGNS SHOWN ON TH£5£ PLANS SHALL 8£ N£W SIGNS PROVIDED ANO INSTALLED BY THI! CONTRACTOR £XC£PT THOSE: SIGNS 51'£C/ACALLY SHOWN AS £XISnNG TO RUOCA TrO OR TO REMAIN. BENCH MARK DfSCR/PnON: BRASS DISK IN CONCR£TE IN A STANDARD SURVEY 11£1.L ON C£NTrRLINE OF' a CAMINO R£AL LOCA noN: COUNTY OF SAN DIEGO BENCHMARK DES/GNA noN NO. RI 800 288+89 EC ELEVAnON: 311.407 M.5.1.. DA TUM:_-'-'N'CCG.'-CV.CCC0.,_2"'9'------ ~,,_ofESSto~ $:p M. S,,,/. 'f( ~ ~.\'t, "' "ij, ~ -z <> No. 42951 hl 'i,l. Exp. 03-31-06 'II * * INSPECTOR' I SHEET I CITY OF CARLSBAD fsHEusl t----+--+----------------+---+----11----+----I 2 ENGINEERING DEPARTh1ENT ~ ::====--================:'....:::::::::~ PLANS FOR lHE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 15 0 PROJECTDFSIGN CONSULTANTS PlANNl!«I t JlN\IJRcNIIINrA • llr«llNBllRlNO t SIJJMlf/OPS 701 B Stree~ Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 1 ~~ Ctv\\. -;#;~ ,-""""""""'r,s;"""',............,=.----=~==~~q,~C=· f,1.~l~-P=M-~=~ ~--1---i--------------.,..,._-+----+---+-·--1----t ~A-P,PROVED: LL~YD B. HUBB,S 13,t'". ~~~=E;X;Pl~RE~S~1s2-~J:;1-=0~5 £NG/NEER OF WORK • l!f'o~&I GREGORY M. SHIEWS. R.c.E. +29,1 PAlt REGISTRATION orgCNEJ) SUR\O 0/06/0 POC AS-BU!t.T J:'\. EXPIRES o.r~Hlll ij'II RE>nEYI: R£\!EYI: DATE INITIAL DWN BY PROJECT NO. DRAWING NO, ,-,. • • ,. 10 ,_ ""f 12S , 0 DA TE INITIAL DA TE INITIAL CHKO BY: ;--=rmt:=, -~ ·,.. · " MV. .,.r ENGINEER OF WORI< REVISION DESCRIPTION 01HJ;R APPROVAL CITl' APPROVAL RVWO BY: 1.¥!,.._ CT 03-03 415-3B AS-BUILT J.N. 2479,00 . ; -;-. ' . _, _, ------- ' f I ~" ,, ~ ! , 102osof"l • ',.,a•-••-" •--,-, I / I j . 0.5' ACCESS STRIP 4• NON-CONTIGUOUS P.C.C. SIDEWALi( O\.£R 6" AB {IYP.) 6" T'rPE "G" CURB JI GUm:R (n-P.) 0.5' ACCESS STRIP 4• NON-CONTIGUOUS P.C.C. SIDEWALi( O\.£R 6" AB (rrP.) 6' IYPE "G" CURB JI GUmR (rrP.) R/W IJ' R/W JO' 17' 1 STOR~ DRAl I PUBLICP. 7' 60' SErlfR (C-900) 60' JO' 17' WAID? I I R/W I IJ' UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION R/W R/N 0.5' ACCESS STRIP 4• NON-CONTTGUOUS P. C. C. SIDEWALK OVER 6" AB (TYP.) 6" TYPE 'G' CURB & GUTTER (TYP.) SE€ SHEET G FOR AODtTIONAL S1R.E€T SECTIONS R/N 1J' 5' Z5' I, JO' 17' 7' 10' ARKIN TRAVEL FIRE HYDRANT AS SHOWN ON PL1NS (T'rP.} J':I: ~ 60' JO' 17' i 1J' TRAVEL FINAL PAVEMENT. SECTTON 4 IN. A.C./9 IN. A.B. J':I: 0.5' ACCESS STRIP STREET LIGHT AS SHOWN ON PLANS (T'rP.) /,a-" ·l,6,-;+,,-,ry-----cn----;:' 7' 7' STORM SEMR WATER DRAIN . (C-900) 10' +1---<-6" TYP. UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 110N PUBLIC PROPOSED STREET TOWN GARDEN ROAD ~-- FROM STA 41+09.JI TO STA t+J/.6!f T'rPICAL SECTION, NO SCALE MINIMUM TRAmc INDEX= 8.0 60' R/N >------------+'--------~---• JO' JO' r JO' IJ' 11· I 17' i IJ' ' 5' 7.5' 71 I 1 10' 5 5' 0.5' ACCESS r--"'--+.f.d._➔A~R~~~N::t-------..m~A'k-L--+--~m~A~\.£Lc;-----t:~~~1 ~+--"---i STRffe ' : I FINAL PA VEM[NT ARE H'rVRANT I SECTION AS SHOWN 4 IN, A.C./9 IN. A.8, PLANS (rrP! STORM .. DRAl':'J '. 7' 10' SErlfR WA /ER {C-900) 'i EXISTING PUBLIC STREET ·& FROM ~:.f?~E~~A 8+19.62 ! I . J':I: STREET UG/ff AS SHOWN ON PLANS (rrP.) UNDERCUT PER . SOILS ENGINEER'S RECOMMENDATION T'rPl~L SECTION, NO SCALE MINIM\ I TRAmc INDEX= 6.0 ' . •. /vlAiCHL I NE -see f<.IG/{T ------_. --__, R/W rlfDGE 'C' SE[ DETAIL THIS SHEE '-, Rl-2 + DSN___.1 " -. -.... " '-Jsf ...!:. PsN _ ,q; I 1. tH--'--.-' -i I 11~ 17' 17' 8 R/W 1J' 17' 17' I 1J' 0.5' ACCESS 5' 7.5' 10' to' 7' 5 5' 0.5' ACCESS STRIP f--"--+.,_,,,_-r.c~:t---.;TR.~A~\-fi"'"l--+--c;.m.!-A'!;;\-fi=,-l-:rA:-cR~Kl~Nl:f-"-•llc-r-"-., 1-"tis*TR~/pP'-"""""- 4• NON-CON11GUOU$ P.C.C. SIDEWALK OVER 6" AB (T'rP.) 6" T'rPE "G' CURB & GUTTER (TYP.) -'t 44i00_ +---I---+- RIO w\CHEV . R/W (IYP. J PLAC6} I 2' ~ ... "' ( FIRE HYDRANT d#!ho~AVEMENT Jfff,b/f!'tf ~i~om,,,r 4 IN. A.C./9 IN. A.B. PLANS TYP. 10' 7' 7' STORM Sff\£R WATER DRAIN (C-900) J':I: UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 110N EXISTING PUBLIC STREET TOWN GARD[N ROAD FROM STA 19+00.00 TO StA 41+09.Jt rrPICAL SECTION, NO SCALE _/---.,,/4111'i~'rff'~l£C INDEX= 6.0 J' ,J' ,J' J' J' --I ' 1\-!DE SOLID VrHI TE YIELD LIMIT LIN£ DETAIL 2'-J" - CHEVRON SIGN LOCATED ON CENTRAL INLANDS OPPOSITE E'vFRY ENTRY (w/RIO SIGN ABO'vF) CHEVRON SIGN ENCH MARK BLAfiK ON YE"LLOW 6.75 x 1,5' PANEL DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SUR\.£Y rlfLL ON CE'NIERUNE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO B[NCIIMARK DESIGNA noN NO. Rt800 288+89 EC --w-rcHLtNG -seG 1-ePr ELEVATION: Jtt.407 M.S.L. DA TUM: N.G. V.D. 29 PRomcrDF.SIGN CoNSULTANIS PL1NN1!«J • l!NvDl£MmNTAr. • i!NG1N11muNo ♦ SVIMIY/OPS 701 B Street, Suite 8001 San Diego, CA 92101 AID S1RfflG Pt.AN TOMI OAll)EN RO. 619-235-M71 FAX 619-234-0349 I ' J0.00' IZOO' 7.00' 0.5' 5.00' 15.50' 1.50' GRAD/f SIDEWALK 2.0:f • BREAK STREET SECTION NO SCALE ~. 0.5% (MIN.) - SEE /NO. SHEET • VARIES PER PLAN ANO ORl\.£WA Y. DETAIL: REDUCED STREET WIDTH CURB 10' SCALE: I =20' 10' fr£. aorH SIDES 20' /iQfil rrPICAL J PLACES CURB fiQfil FOR DISCRIPTORS 2, 14, ANO t 5, REFER TO SHEET 2, CONSRUCTION NO/ES. fESS1 t< M • $t,,,: % '!?. No. 42951 ~ Exp. 0J-31-06 !;J CIVIL OF' CAL\~ Kf:DGE:DETAL'C' NOT TO SCALE R/W FINISH SURFACE-~ PER LANDSCAPE PLANS 20' RADIUS ~ ~ 6. ~ • ~ 18' , __ ,. IN 7" BA17[R AT .: . REMOVE EXISTING PA\.£MENT 5.64" FACE Of CURB SECTION TO NA nVE SOIL ,, 6' #· • • • SCARIFY 12" DEEP. __ Ja~.J6~•[l[:~====2::!'~~!o'°~J 1• R 2• CURB (IF APPUCABLE) , , , _ LfXPOSURE' . ., . ~ :· .· 12· MIN. 6' MIN. 9• 6' ~--~~--,0~;~~~••~~=··~•:~~-~J7,7~~~7•7c7"A7C7. . ' ' ' · · , fAVEMEN , ..,_____, . . ' . l 6" AB CURB DETAIL FOR TRAFFIC CIRCLE N. T.S. PER SVRSD G-27 :,••- , / 'J}l:}{,,;,;:.·,-,;c ' ' ' ··.•·· ~:\i R=IO' RIGHT-Of-WAY DETAIL: CURB RAMP SCALE': 1=20' SIGN LEGEND ROAD CLOSED V ---------C2 --------Rl-2 1 >. > >1 -----11-!TH CHEVRON SIGN BELOW (SEE DETAIL BELOW) ~ ------~ --R81 ~ REV/ErlfD Bn ,,.... ....... INSPECTOR BRESSI RANCH PLANNING AREA 15 TRAFRCCfiCLE PPROVED: LLOYD B~S l'r' EXPIRES 12-1-05 .. :,,.N,.,,C:::,,.,YE,"'~""'OF"°WR ... K...-,,,..,------,a=--===------==-r--=--r--,,,,,=-, i-----i---1---------------l--+----t----l---l ~~ ,-~ CIIY ENGINEER '-P"/,.f/ =•= ~ DATE REGISJRAJK»j ce.CNED I'll SURVEY SCALE: I "=40' U EXPIRES OJ-31-00 11¥. ~El'ol R£vlEWI ,..,~ )',,,,.J.;A. 1 o-~-<J'-1 '3 S MW L-f DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL g~D BJ~~ OlliER APPROVAL CITY APPROVAL RVWO BY:~ PROJE;CT NO, DRAWING NO. CT 03-03 415-38 J.N. 2479.00 ' -.., . . I ' I I '1 I I i . t ' I I ' ' i I I I I ) ' > > I ' 1, ' •• f------1----1 .. --·-I I" ~ ..... A D ON EC ~ £ ST. ..... -.. ·-...... .. .. CAI.£: IOI Z. •= o' :'lf:R,T. 1'=4i .............. CA E:ra 'l,r=rO' 'lf:,T.· ==--+--+--+--·······-+--+--+--/i----'.___,C-cc•e-... ····,___,'--+_ 11~J-EJ ~-1:,_ •fJ.2 ..... -··· STORM DRAIN DA TA 1 41+00 u . • 42+00 ~ 43t00 . ~,----44t00---.r-r--r-v---r--r--~..:;"\ CENTER LINE DA TA . ... 1 . .... . . ;I~ .. 0 J .... ~ ;;, ........ -o.i t \IC'l'l-l--+--+~!51.c"':,.0r.,"':c.wl:'-. ·--+···-+·-····· t-, --+.-...... + ..... -. t---t-... + .... ~....... +--:-=:~:~~-:~:--++-_:~+ ,_-.... +-_,7 .-.. +.-_t--1--+.-_ +-""',l[c-+- T zgf ~T 1~ ~) ,.. =~:,;!\ II\ : ~~~11. · 1¥!1:s.~ !:JJ:J !tf!:." , ':: ";;:,~.~ "~[R:;~: """'' . . -• ~ ! f =r. I .1 g ···· ~ :· · ······ ·· ····· , __ C , · · • ~ ·~ : • .:. • -.-~ :_: ~·:_1-_- • NOJ"07'JJ'W . -• i :'I~ _,I 81 .'."i ---v" ~ ' ~~ i,11 ~ .,~ 1" • - ! N:6;52'~~! -----;~~:' -~· r ' ' a:");~~{~~ ~~ )~ ..... I •• Nr-Oziii;:ir·R~;~;;LE;i}Yt) 6.:,,r;~:.K~&G I 410-!~j~;.;;·~1:~~ ;t ;·. ______ r._·-··· ::··-+--ii -·····''·-· . + 8' LENG/ITS BEVELED s· AT ON£ ENO • • • ' • -I ' SHt:ET 6 ; o:: l51 J 1 NOJ'Or , W, -----IJ.59 , • ~ • • • "I ~ J ~1~~9~£4.r + ~ 01S1 , B IN.>Jii7, J.w -----14.00 : \ ~··· · L-fa-=:j:::::;j--j-.... +--+cc-::r--j--+---f >--+--t--+--+---t--f--f--f--t-·· -·-.. ... ... .. .... . . .. . . ·-··-·-.. ·. a 1 , Ii I ~ 42+86.6!_47.BJ'J,.T. ~I~ \ 0 5 s.;c-, -~ -) 3:;~ ~ 9 JNOJ'07JJW -----J2.41 . : c·· H -......... -··1a'R p; .. ··•···. -"-+---+---f---·-- . ~:~,,,,! r--:1::,c:S •~l1;5 >,;1!813:~1~ I ~: :~ .., I~!;.,,:~ ~ll:l_,., / 1 «l'v-':·J1i:,1~; :~gj 18 /BLOCK&MORTAR8ULKHEAD I 14 J6'J6'56" 50.00 J1.08 • 4001+-1--+ ----~ ... , .. .. '"ll .......... -~ ---·-·t-i--+-+--ir--fO! o--::_~+---• .k<y ···--t--J--+-+---+"-·········" ...... ----j1~~~ ;1:~~;i;;;::;i~:: :~~•~I~ ~I; ~l~~lj :;~~;1~ .z-;~" i"'x .. -~"' JI ;:~18ll~~~~ i~tjil~~b ~:~ ,. /J\I.-/ 7 ~:::~::E, -~:~-~°ig : ~, , -+--+--I-·· l--t--t--t-1---1--l ' . . . - 20 40 80 I GRAPHICAi. SCAL€ T,\Engr\24 79\Plons\PI\-!MPR-STREETS\24 791r,p04:ciwg 3/8/2006 1,5 7,25 PM PS f • . PLAN: TOWN GARDEN ROAD ' NO. STAllON O MAIN LENGTH D~~NTO I.£ O MAIN I.£ O R/W SLOPE TOP OF' CURB DEPTH BELOW , ,.,.,, , 0 SEWER T. C. 0 P. L. SCALE: HORIZ. 1'=40' \. @ 41+90.00 J0.00' O.JO' 390.97 J9210 2.97% 401.17 9.07' . . ;~ PR~DFSI~~Co~~T~-· · · ~t'~;t!~~;,~<~ BENCH MARK .,, I l'lANNJl«l • l!NYllllllMBNrM. i!l'«llNBl!RIM • SIJIM!Y/GPS t; 'J) ~ t DESCR/PllON: ~B""RA=SS~Dl=SK"'-"-IN~C=ON~CR=E=rE~IN~A~S=TA~N=OA~R=D~S=UR~'lf=Y~l+fl=L~ON~--701 B Stree~ Suite 801}, San Diego, CA 92101 <0 No. 42951 ~ ON C£NT'ERLINE OF' EL CAMINO REAL 619-235-6471 FAX 619-234-0349 ~ Exp. 03-31-06 ~ LOCAllON: ELEVAllON: COUNTY OF' SAN DIEGO 8ENCHMARK DESIGNAllON NO. R1800 288+89E(; * * J11.407 M.S.L DATUM: N.G.V.D. 29 --~~---- DA 11! RECISlRA TION ElO'IRES 03--31-0S 1,•~-o, DESGNm • PM BY! RE\1E'M ~ "'"" SIJR'otY l!r,,E\11 .J'~"" CI VI\..,,,£~ -~ Of' c~,.\~ t--J--+-·--+--e-t 1+00 2+00 PROFILE: WATER AND SEWER -FINNILA PLACE ◄ "AS BUILT" SCALE: HORIZ. 1 '=40' 'lf:RT. 1 '=-t' ---- Ji.~ A..;). IZ.• 1-01 DATE RCE q 1~1 EXP. ~" 3/ ./IJ REV1EWED BY;/ d. . . ~ -. A.UA -,~/4e./4, PRIVATE CONTRACT INSPEC~ ~ 'oAb ADDED STORM DRAIN STUBS. REVISION FOR EXTENSION ~ ' CT:] ~ =L...-fo,=""n"'"NN""1LA=='ru'-"CE.'c",:'!!.u"=p"='-DAe,o:rEc'?.Pc"ER"-""'sm""E;!,,'ET""N,.,.,AM,:,:E""C/l"'"AN:=!.GE+-,--+--4 , sH4EET CITY OF CARLSBAD SH. E6E·T·S. ""'0"'"!/1""'~8,_1/0'-'l---'-P-=-V-=-C-+-'J\-"'S'---B"'-U'-"IL'-'-T-------------1----1----i:.· ---1----l ENGINEERING DEPARTMENT 2/24/06 . .. DA TE INITIAL :NGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL PLANS FOR lH[ IMPROVEMENT OF: TOWN GARDEN ROAD BRESSf RANCH PLANNING AREA 1, OWN BY:~ CHKD BY: RVWO BY: AS-BUILT PROJECT NO, CT 03-03 ~----~ EXPIRES 09-30-. 071 3/.r Vt! ' . DRAWING NO, 415-3~ J.N. 2479.00 _..; i .. ., ·,. J . ' .. i j } j ,_ -.j • j . I ._J i l I l j I • ·it . . I . ' 1 ' I I I . I l I --:· i ' .., l i • I I ' -j ; \~0606 \ 1 l -! i 1 J ' .... ···•···- -+-+--+--+--+--<-f--1 -+---+---+---+---+----< -+-+-+-......... ...... i"\ ....... --t---t---t---t -+-+--+--+--+-1--;f--1 -+--+--+--+--+---le-' -+--+--+--t--f---+--t--t---+--+--t--t--t- --+--+--+--+--l--l"-71--f--I --t--+-<---+-' . . ... . - . - -+--+--+---1---1---<f--f--l --+---+--+--+--+--; ... ,,_ +--f-..... ' ~-····· l--t--1--1--l--l ·'--t--l--l · . ·1--1--11--+ ......... I·········· .. ........ ......... f--+-+-+--+-+--+--+---+---+---+---!--' +-•-->--f--+---+---+--+--+--+--+--t--t---t--··· r·······r· .... t--+--+--+-... , .. , .. , ,. , .. , ,. I .... ··- .... , ...... . ........ ····-···· •........ . ..... t······ ····· r········· -+----····· .... ·t··· ..•. 1······· ••.... , .•....• -t--t---l---l--+--t---t--t--i--i--11--1--t--t--t--t-. "-+--+-+-+-I ..... I·····- 1······ ........... 1--1--1-1· . .. ·I--+--+--+- . .......... . f-t--t--t--i--s· "" . f--t--+-+-+-+--+--+--+--+-+--+--+--+--t---t---t--+---1 ~ f--t--f--1··· .. ...... . ............. ' . ! •••.•••••••.• ,.,.' ., ••••.•• ,..,.. --+--+---1---1__1_L__L__L_L_+-.L, ____ •; ... : _:c•J __J__;L_·Li···_1_·····_L•_·1_·_·~=1=1=i=i=j=~=····~p=··~FJ~(=~'~~·:;~·~e:Hl!:~;4ry::~f~=;::•:~~~·~~r.~.1:~l.1,':~~~~=f:·=···t:=·-1·__1c__c__L_L_J__J__J__.L__1_··_•····_L_··_L__,__···_,__···--'--'--'--'--'--·-···· ,_·_······"-·-····J__····.L_·_,_··_,_·······__,._·····~··---1---1---1··~=:,=::=::=:L_=~t--=~~~····=·····~•=:=:•=····~~=~~=~~=~~--1~=~~~::--~~=~=~=~=~=:=:=~--1-CALfJ·o:iz~,.•_=_rL__• ~lf:-R:i=l===4==~-··"-·-·····.L··_,___,.__,.---1---1__1__1'--'--+---+---+--+--"-o-_+-+-+-+--'---+--+-f--f--_1 4+00 5+00 0 , SCALE: t" = 40' ' z--- 20 40 801 GRAPHICAL SCALE ' 1+00 2+00 3+00 i NOTr: • NOTE; UNLESS SHOWN OTHER'MSE, TOP OF CURB ELEVA 170N 17' RIGHT OF CENTERUNt FROM STA 1+77.00 TO STA 4+53.13 EQUALS CENTERUNE ELEVA170N PLUS 0.06' UNLESS SHO'M/ OTHER'MSF, TOP OF CURB ELEVA 170N 17' LEFT OF CENTERUNt FROM STA 1+77.00 TO STA 4+52.05 EQUALS CENTERUNt ElEVA170N PLUS 0.06' 1 0 I ~ -~ . . PLAN: • N tf h!1t1. 'D ,STREET SCALt: '1-iij1z. I "=40' BENCH MARK DESCRI P170N: BRASS DISK IN CONCRETE IN A STANOARO SUR'<f:Y MELL ON ON CENTERUNE OF El CAMINO RtAL LOCA 170N: COUNTY OF SAN DIE:GO BENCHMARK DE:S/GNA 170N NO. R/800 288+89EC ELE:VA170N: 311.407 M.S,L. OA TUM:_--'-'N'c".G"". V.c:..O.c.. ""29'----- T,\Engr\24 79\Plo.ns\PA-IMPR-S TREE TS\24 79ir,p03.ciw!') l0/05/2004 05,29,55 PM PDT 6+00 SIGHT DISTANCI! CORRIDOR PER ANAL MAP GRE\>\.fflJ M. PROJECT'DESIGN CONSULTANTS l'LINNINO • i!NYIDGli!NTAI, • lll«llNBl!IUMJ • SVIM!YIOPS 701 B Street, Suite 800, San Diego, CA 92101 619-23,-6471 FAX 619·234-0349 OATt REGISTRATION DESIGNED PM EXPIRES Ol-Jl-06 B'!I RE\<EW: "° .1,. "'"' '&S M\N SUIMY RE\IIEWI l.-P CENTER LINE DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS 1 NOJ'Ol'13·w -----325.98 2 353'0451" 300.00 36.23 J Nt0'02"22"W -----67.44 CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS 1 8416'12· 43.00 63.24 6" TYPt 'G' C ti G 2 N001124·w -----13.62 • J NJJ'Ol lJ"W -----13.52 • 4 NOJ'Ol 13"W -----248.95 • ~ 4'58'59• 283.00 24.61 . 6 N21'5J'48"E: -----12.73 . 7 N1614'46"W -----17.14 • a N03'45'55"W -----16.21 • 9 NJ81a·40-w -----IJ.39 • 10 51121" 317.00 28.72 . 11 NOJ"07'13'W -----248.96 • 12 N26'52'47't -----13.52 • 1. N06"0J'03"W -----13.66 • 14 8411'35" 43.00 63.19 6" TYPt 'G' C ti G SEWER DATA NO. DELTA OR BRG. f?ADIUS(fl, LE:NGTH(fl) REMARKS I N03"07"1J"W -----123.46 8" PVC (C-900) (]) 353"04'51" 300.00 36.23 • J NI0"02'22·W -----37.40 · 8" PVC fC-9001 WATER DATA NO. DELTA OR BRG. RADIUS(fl, LENGTll(ft) REMARKS 1,, NOJ"Ol"/3 w -----318.95 8" PVC CLASS 200 • 2; 353"04'51" 293.00 J5.J8 • ;J~ NI0"0222"W -----Jl.40 8" PVC CLASS 200 • • PRESSURE ZONE 550 "AS BUil T" RCE 4Z.15I PRIVATE CONTRACT REVIEWED B~ J . Cet·~ ~ INSPECTO lt•'f·d1 DATE 'l-/t-r10, ll-V II\ ADO€() sro/(M D~A//1 srv~ VPD411! Pl!A S7'tJ.t£1 ... ,o .. _.. ~ ~ ~ ~;::::::1=::j~J:!f,MJ_;r~C./l.;,,:.t,...tv§l._R_',:,_,,~_D_s_i_w1,_Rft_.v._:471_~_'fl_ .. _·1_-f_=• •~f"'::::1'--+---+-,--11. sH5EET I CITY OF CARLSBAD r.-AH NO. 4 _,_ ENGINEERING DEPARTMENT 0/0B/0 PDC AS-BUILT ~P~LA~N~S~f'O~R~IHiiiE~MiiiPiRo~VE~MiiEN~1r~o,~-!====::e;~;;::~ SHEETS 6 .A\., L!. .... ~ -. ' ' . NYGM}:/,15 lr STJ1E1= t 1 .... .A ~ ... . .. __ ,. PLANNING AR£A 1~ 1--------jf----+------+-----+----+---+-----+ l~~~~::dER E~~J~Od I t-:DccA-=TE=-. +:-INc-:lllc-Acc-L-+----------------t-,D-A:-::T=E-+:-:INC'.'lll=A""L-+-=-DA.,..,T"'Ec-+IN,.,,l"'n""A,-1L ~D::WN'.::'.:~B::Y:::~'.::::=::::::=.;--;::=:::P::;R~O::::JE~C~T::N::O:::,=;--;:::=D:::R:::A::::Wl::N~O~N:;O.~ REVISION DESCRIPTION CHKO 8Y: CT 03-03 415-38 ~NGINEER Of WORK OlliER APPROVAL CITY APPROVAL RI/WO BY: AS-BUILT .J.N. 2419.00 r '. :: .. 1,·,. }J tJll . l I I ... 1 .. I !.-H I I . \ ---+--+--+--+--+-+--+-·····---+--+--!--I--+-+ !----1!----1---+-+-+---•--.•· l--+---t---t--l--l--!----11--1··· .. .. ,....... -------......... , -----f---··••• ---.......• --t--t--+----t---lf--t----l-+-1---t---t---t---t--r--+---t----t----t-----J---t-+.-+-+-+-+-+-+-+-f---t---t---t--+-+-+-t--t--t--t--t---t---t---t···· -· ----t---l--!----ll--l!----1--1--1--+--+-I ---+--+---------l--+--+--t---t---1--1--1--!----l!----l!----I------+--+--!--I--+- !----1!----I··---!----1--+--+-t----+----+----+----1····-'' +-----,1--+-···-·· -----.... ······-·-.. . ..... ------·'·-····· ..... . ······ --.... t··· ... , . - -+---+----+-. t---t---t---t---1--1--!----l!----l!----l----l----l----l----l----l----l-t---t---t--h--t---t---t---t---t--+-l--!----1!----l----l----l----l----l----l----l- I ....•... : : :·J--.. t--.. -.'t--.• ---1.~t--·-···'·····~: -. ·•··-+·~:1--_-~-... ::! = ..... : ...• :·-:·-·• = ... : .. -.-.. : .. --.-+---:-: ... = .... : .. -.---l····:.··-·:·_·-1 ·-+··-· .. t-.. -... :··_-..,·:·····=··:·····~·_····,~···=· •~ .... :.:=:t-··=···:t--=:t ~--·1-····_··1-·-···:~::::-+,-. ,~~ ;f 4 :~:t1Jf ·6~+-.-.. +--I-.. -.......... -. I-... -•. l-.. -... !----l!----11-···-,· ~ .... -,.,-.. · ... '--+ .......... -..... I--•-+···-····· ·····=== ... -.---1. I-·-.-.:-=.::::::::::::.---.:,-_-=,:-=.-=,: __ --+:-=.-=,:-=.-=:_···-+·:···_···-+··+-·_···_····:··_···:····:.:••-•·:'~:-··-+···+_--++·= ·:=:-···+ .. -.·•···+···_·····+··-+-·····_· __ ,__l-t---·l-··--_·l-··---+-·.·---1·· .·. ,-+-· ·_· ..... 1-.. ---1. ,I-··---+-···· ···-I,---,: .: .: •. ::t--···-+:-.:·. .· ·: . •·• ·t--····---1·· _···-+ ..... :~ .. : .. -I .. + ... -.1-.-.•.... 1-:--.. I :· ·:· l'-t--1-+-t--............................. ·····t-----1-+--, .......... -+-+-+-+----+----+--+--t---t---t-t---1--1--!----l!----l!----l!----l----l----l-l--+--+--+-+-+--!----II--%' ,."',~-~ 2 . -... ···•··· .... -···I---+--.....•. · ·-·· .... , l--l--!----11---+····+--+--i-· . · ....•...... ·-· -+-+-+--+--+--t--+--+--+---+---+---+---+----+----ll--·t---t---t-t--!----l!----1--1---t---t-t-+-+-+-+-+-+-+-+-··· ·····l--t--t---t---t---t---J--J--t-----11----11----11--t---t---+--+--t-- l---+~!!----I--+-----1----------·· ·-• -·· • • •. • • •.•• ··-····· -• • ···--. ··-·-t----+--t t----t>--+-+-t----+--+-l--t---t---l--l--!----1····-~· ··qo .. Vt.---t--1--H-t -+-+--···· -.. ...... ( ....... ,. -.. . . ... -1 ....... -. .. ... -·· • -· •• -•• •• •• • -••••••••. ··-··· -·· --· • -·-··-· ••. ~......... -···· 1-----1--+ 1--1----1--+-+-+--+-+--+ .. -........ ·-····· •t---1--1--!----11---t!----1--+--+--+---1---1---1---1----,. -+----1t---+--+- ~t--t--t--t--t--t--. l--l--l--l--HHHH-t-t-t-t-t-t-t-4: 0++++++~~~t--t--t--t--t--t--t--t--l--t--t--t--l--l--t--t--t--HHHH-t'~· r+~' ~+++++~~~ l--!----lt--~!----l,i--t-r--+~r-+-+--+--+--l----+--+--+---t-·--t-+·-t---!----11---tH----l----l----l--+--+-l--+-l--1---t~1!----1----!----l--+--+--+---t-+-+-+-+-+-+-+-+-+-+--+--+-+-+-+--+--+--+--+--+----+----+----+--+--■ L W '01 TI [V ~ io5.J1 .......... ··-·+-+-+-+-·•-+---+--+, T ~-. c••· :.11 ....... ~.i-...~1, ....... .. . ..... . ········ n w1 O!N ·s A ··2foa.1s · · ·· -~1, .. -JI~'.':,., ,, ······ -··--+--+····1---1----t--!----11---t--l--+-!--+---1---1--+-+-····l--t---t---l-.---lt-----11--.. 14. TA ~. '+2()· t----t----1-+-+-I'< E!ij "l m-0 ;j: tl~ -... ····• . .. .. .. .. . .... .. .. . . -.... --+-+-+--+--+-1-·· .. t-----1--t· · ·f-+--t--t---1--1···-·····+--t--l--t·· ...... ·----11----1-.. ... -··· •' .. •.. , . I"·' -... .. -,··. .. ......... -···-t--1-----1--t-+-+-+--t-----+--+---t----+---+---+--+--+--+--+--+--+--+--t---t---+-· •-<••-·--·----·· .. ■-··+-··_····+-· ···_··+-··_···+-·-····+-···_··+-···_···1-··_····1-··_·:~:~::1--""'·:~~~+-1~1+-1····-···:-=,~~.1--... -... :=.::~-, •..• 1-._-.,1-....... 1-----1 -+-.-~ ...... '{ f: :~f1•1J . ·~~ ·= &lj~ ·~ :~ ~ ; ~~ ~!!~ .. . , , ..... ·····1----1-+--+--+ ................... fiw ... ·.·.·.·:;~ ~ i ;a.; ............. =i .. ······· · ... · •· ·.·.·.i"' .. . ....... -· ). :; ·····1-----1-·· .... ' ¥ ·•·~--· .-+ .. _··+--1+. ··_···· 1--1--····_·· I-.·_· t--··~···1-·· -,1--...,· t-.. -+---+········1--····1-···..,·· _·····_··, _·····-+· ·_······1--····....,····::~:=~-.. . .. ·_·· !--•······.:···· .. =::~~.1-.. :~"7:·_-+-+--·.:=:=::::::--+--+--i~:= :t--·---11-·...,··· -·_··-+--+-·····..,.·· ·_···· +·-·. : .........•... ,...··_· t--1·· .. ·····t--f--t-+-.... ·····1---+-4-... · -;! ;~ ~; ..... :.1 i·· ...... ~ :c~ 1 E~ ~'.~ ,.· ;. .... ... . . ······ . . ........ ·• :: :. ·••·· ··: .. ·. ·•· .···:.· ...... 41~ ~. ···~ .... .... .:.; .. ~ ···~ ... ··• ... ~ ... -.... }.·. . I ........ ,.·_·oe_.,. ········· .... ·~ -....... 4 5-•--·•· J .. ~ -.. :•=;~ ........ ········· ........ ~.·; ..... -... . .. .. . 41 .... -· -+---+-t--+--+---+-· ·····t--t---t---1--1--l---tl-- ····· ··················· ...... ·-···· ...... . ............ ·-........ ···1--+--t--t--!----1 ... & ............. E S7VG'GROIJNQ ··•· V • ~ .-:J-. l----1--t-+-t--t---t·······l---t-+-...... ...... .... ·+ ' .. : ::: := : " -,. ....................... .~ :~ ~ ~ ·~···~ j ;; ................. + .............................. l--!----1!----l~I········ .... . ----· ···-l--+-t-----11--1--· t,-----·----··- --·-..... II-H-t--+-+-+--+-t--1--+-+-t-+--+-t-1--+-t--t--t-+---t-t41C:l++--t---irih-+.-t--lr+- -., ---··· _ ........ ·-.. ------.. ·····-· -·· ... , .. ,. ··-··· -··· --·--·. --·. ·---· · l--t--t--t--t--1--t-'"''"' . --·· ! ··-···· -··· -· ---··· f-······ . --+---~ t·--..... ,_,,., ■--. t--····-+····+ ·-+···········-+········_·· ;-... -+.r~--+:_t---,.._ +-1-_:--1--+--+--._+-t--····t--····-+··· ,:+-···_··· t-···_···t-1--1-.. --t .. ·.-· ·+-·~· .. 1-.. -+ • . . flf· . ' 1~ .r:~"'·1~ ~ . :; " I~~ . . ........ . ~-···-····-·· ... -, ... ··-···· 1--1-----11········· -······ · ··· ..... , .. · ----·····-··l'---t-+--........ -··· ·····-··1--1--1--1--!----I ;1i ~ - .. ___ -+--f--_:-....,· ~t-·_·_ ... ~·.· .• ·-·.·. 1 l-··---1····~···_··-+··l-·~·-:-~I-:-: =···~·· t-t-1--_··_ ~···..,··· t--·-··---1· t--.... -.-.-. --~.~~ _--··-.~ .. ~-~:--+-+ .. -...... -=·--·~ ~·~ _--... -·-1--1---tl--l--····..,·· ~--··· lr--i-.-t· .. · ~· 1--.... -.. _, k:".1-.. ,.--i., •. ,. .• _!/"!'' ::::::~:::+--t--t---+· -·--.. t······ .. -·-· -.----······ ----····· ·· ·· -· ------· ---·-----t-1-----1 -+---+-r----1---t '•·-· r · · -···•··· ----· • · - -. ........ -···· f ...... , -·· • .... . . lj 0•P i'' "Tf 10 .2' -. 1 t:::t:;::;1't· -r··" P R WG Ne 400-~· · ·········· ·· ·· 1--f--t----l ~ . ' ......... . .... . --·-1---+-+--c~ ~ ft-r•· ··· t-----1-1--t---t---1 ··· -·· · t ····· · · ······ ·· ----·---------· 1··· • ·---•···•···•• -····· 1---t-f-1---t-+ -----~·---------f.-. ·---••• -• --• ·-·-I"· -------··--· ··· · · · -·· -·------• --t----1~ f ·----·-· --------·--------·c----·---·--'--··----1---t----·--···· ··----1---t---·· --·--~-·· ······ · ..... ; ~. t: ....... + ······• .. . .......... 1---t--+-········· ········+----+· j ,,· •• '891:1R-+-+-+-+--+--~ ~""--,.,..,.~· .... ,,., ······t-----1-1--t-----+--I-----+--+---+--+--+-!----11---t··· ... ······l--+-+--+--+--t---t---1-• --· · I ~~: ir ·· ·•• 1--1---t--t---l-· ··· ···· ·· ··· · ··· · ·· · ······ · · ·· -t-+-+-+-+----+---t--+--t -+--t--t--t--t--1--.. -+-+--1---t---t---t---t--+---t---t---t--+---t---+----+---+-+-+-+--I--+--+-+-+-+-+-+-+-+-+--+--+--t--t--t--t---t---t---t--1---t---t---t---t--+---+---+----+----+- I····· ... ~ ~~·◄-· •~ C··· ••••• ···.. ---11----+----+--+-----I -····--+--+--I t----11----I·· , .. . . ~ ~ ~• 11 ... . ...... >-+--t·-+· . . . . . -+---t--t---+---t--t---+. -+---1--r-+---+--+-+---+--+-+---+--+-t--+--+· / 'RQ =1 Lf ! .Cl ~~· B~""'~-*l,~1~Nft". TIITTIITTIITTIIT!IITTIITl 1--+---1--1-••· •·· ··--·1--t---+--+-+- ;j: l!1 (JI ~ ......... ..... ...... • .. ····· ...... ........ .. . .. . .•. ······ ...... ... . ... ········. ······· . ······ . ..• I ... I ... s ,IL,: I Of?/,. 1 =4 ' I RI ,... ,4-• .. . ... ········ ...... ·l-+--1···· . .. . ....... ····· I--+-........ ·····t---lf--t----l-+- ••······ .. ......... -····· ·-··-· -,.,.. +--1--1· .. .. -·· ······· . ········!---I--+->-+-+--+-t-----lt--' .. ··-......... . . l--!----1 . .. .. ········-· . .. ··-t-----11--' 1---+-······ .. .. ...... ........ ···-···· t---lf--t······ .. 1--1--1--!----lt--··· · ···· l--t---t-!----l!----l!----1--+----l----l-t----l-+-+-+-+-+-+-+-+-t--+-+-t--+-+-+-+--+--t--1---t---t-t----1--+H- l--t---t---t---l--t--l---t-----l!----1---t--+---l---t---t-+-+-+-+-t----+---+----+--+--+---+--t---t---+--+--+--+--+-· l---t--t--, ..... -.... -·-.. --··-!--I'----<·,·--· ........... --··-~···· ' ----·t'···t--+-··· 1--t---t---1--1--1--t--1---t1---t--i--It--··--····· -·-·t--1----1t--,--.• -...... ( ......... . I l---!----l!----l-l-····-··1--1-----1 .... ,. .............. ········· t··· ····· . -········ •.... ···--........ -· -.... -. . ....... _,.,., . -·-.... ,... .. .., ... _, " ···-· • •·•••• • ", .. f ·····'· •••••• •• •.. •• •. • • • • --...... , ... , ..... . . ............. . ........ -···· 1---+- ■-+-----<-+-+-t----+--t-----+--+----+--+---+-1--t--t-----lr-···· I---+-..... -- ... ~········ ···•· .. ------·--· · -----·•---·-··----··--__ ... -· --,.--· ··--· ~···-·· -1---t---t--+---+----+· -··-t--t--t--H--1!----1--+-t---+--+···· +---+--t---1----t··-· ···· 1········ -··· ·· ····· 1 ········· ···· ·----c--•····· ·•··· +·······--···--,____,-+-t --+-+ ·····-· -· ··· ··· -·-·-···· -· -· -· ···· ·'" --· ----·· · -------· -···· · · -·-·· --+--+-+-+--+-+--t·-····--··· ··· ·-·-·· ·t--!----ll--+HH--t---1---1---1---1-+-+-t-+-+-+-+-+-+-+-+--+---+--+-+- -· ····-···-·--· ---···-· ......... ,--t-.,..-t -·-·· ····--....... i t--1---+-·· ···· ····-···· ·············-··... t-----1-t-----lt---t---l····-1---+-+-t---t-----lt---t·--··--·· · ·····-r········ ········~·--.... ·I .. ·-., .... ... .. ···· ... ····· •·•· ~ lC •F t =: f NNlL) . j )L ACj 3. ...... ····•··t--t--i·. ······l-+--+--t---t---t---l-l-i!----l!----11---t-+---+---, -+-+-+-+-+---+-+--t----ll--+----+--+--+-+-t--t----11---tl----1-----1 -+---II--+--···· ···-+---+--t---+-+-+--t----+--+········l-----l--+-l---+-1--t-1--t----ll----+--+---+--+--t---+--l---t---t---+---+--+· 1----11---+-..... ······ ......• ·--··---·--·!----1--+-t-----+--+----+--t ··· -··+--t---t---t---t---t-----1 ···-··· · -·· ·····-··· 1--1--1--1---t -+--+--+-··t----1~ I·······-· --······l--1---t- •...•••. ••f········· i mm , UNLESS SHOWN 071/ER'MS/!, TOP OF CURB ELEVA TIO/:/ 19' LEFT ANO RIGHr OF CENTERLINE FROM STA 2+20.J~ TO STA 4+21.69 EQUALS CENTERLINE ELEVATION PLUS O.OJ~ CENTER LINE DATA NO. DEL TA OR BRG. RADIUS(ft LENGTli(ft) • REMARKS 1 • NOJ'OlJJ"W -----40.56 CL FINN/I.A Pl.ACE 2 29 '22'26 • 290. 00 148. 68 J N26'14'5J'E: -----76.6J CL FINN/ti, Pt.ACE NO. DEL TA OR BRG. 1 NOJ'OJJJ"W 2 29'22'26" J N26'I4'5J"E: 4 8J'04'05" , 8J'04"05" 8 N2614 /iJ'E 7 29'22'26' 8 NOJ'Ol JJ"W NO. DELrA OR BRG. < D NOJ'Ol JJ"W ~ 29'22'26" !<J5 N26'I4'5J'E: NO. DELTA OR BRG. I NOJ'Ol JJ"W 2 27'/i8'07" Q) N66'J822'W CD N65'J9 08"W CURB DATA ,IDIUS(fl LENGTli(ft) -----40./56 J09 1/58.42 -----2J.8 JO 4J.49 JO 4J.49 -----2J.6 271 IJ8.9J -----40.56 WATER DATA ,ID/US(ft LENGTli(ft) -----40./58 28J 145.09 -----40.70 . SEWER DATA ,IDIUS(ft LENGTli(ft) · -----40./56 290 141./56 -----J2.00 -----J2.00 I. I': !-! REMARKS 6-rrPEr;C<kG T T . , •, ' 6" rrPE Ci C <k G i I REMARKS 8-PW CLASS 200 • 8' PW CLASS 200 1, ' R£M~RKS 8" PVC C-900 8" PVC C-900 6" PW W?::R J/5 6" PW SOR J/5 I ,. SEWER LATERAL TABLE NO. srA TION fJ MAIN LENGTli DROP TO MAIN I.E. @ MAIN I.E. fJ R/W J 4 J+95.00 4+00.00 J2.00' 1.20· J99.J9 406.47 J2.00' 1.20' J99.47 406.55 SCALI:: !" =, 40' ---z (} 20 40 80 1. I GRAPHICAL SCALI: I ........ ···-· ......... -+-+--+--1 2+00 " . .. .. . . .. ,.... .... -.. . ·-···· 3t00 4t00 PLANNJNC:3' AHEA 16 FU1UHE COMMEHCJAL/ PLANNJN0 AHE:A 16 FU1UHE COMMEHCJAL/ HE1AJL SLOPE TOP OF CURB DEPTH BELOW fJ SEl+!R T.C. fJ P. L. 19.60Jf 411.47 19.60Jf 411.55 5.00' 5.00' PLAN: FINNILA PLACE • SCALE: HORIZ. 1 •,.40' BE"CH MARK DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SUR';fY l+EI.L ON ON CENTERLINE OF EL CAMINO REAL -----1-----1!----l--+--+--+--+---t--.......... , , .. 5+00 R/W 6" rrPE •a• CURB <k GUTTER (rrP.) PROJECT DP.SIGN CONSULTANTS PLINNINo • l!NWlaOIBNTAr. • llNOINBl!RINO • SVIMIY/Gl'S 701 B Street, Suite 800, San Diego, CA 92101 619-235•6471 FAX 619·234•0349 LOCATION: COIJNrt OF SAN DIEGO BENCHMARK DES/GNA TION NO. R/800 288+89EC DA TE REQSlRA TIDN 0£SIGN..,, PM ELEVAnON: Jll.407 M.S.L. E»'U<l:S 03-31-00 BY: RE\11[\1\ .,_,,_.," . M;f? f/lW SIJRYEY RE',IE\11 T,\Engr \2179\Plo.ns\PA-IMPR-STREE fS\24 79ir1p06.dwg 3/8/2006 1•59,0l PM PST 1J' 1-----1-, .............. f ..••• +--+--+--t--1--1--1---t!----I · ...... ·-······ . --·- J2' 19' 7' 12' ,IRK/Nl TRA\-f"L 64' R/W J2' 19' IJ' 12' . 1' TRA\/El. .fARK/I l rt--F/NAL PAOOT · · I SEC110N 4 IN, A.C./9 JM A.a (jJ SEWfR (C-900) 7' ';) WATER .J! /4 """'~. ·•/ . • 1 MAX. .r :-l«<~:,"'< · '"-· --,.... ... u,, Y)>:J' \v~ ·. ~'J \ 'I-6" IW. ~UNDERCIJT PER SOILS ENGINEER'S R£COMMENDA TION 0.5' ACCESS STRIP R/W 5' IJ' Z5' UNDERCUr PER SOILS ENGINEER'S RECOMMENDA TION J2' 7' ,IRKIN 19' 12' TRA\/El. STORM DRAIN 62' JO' TRA\/El. nNJ.L PAVEMENT ,-S!C110tl + IN, AC./9 IN-, A,9. SEWER (C-900) 7' WATER 6" T'rP. ,, . 18' 12.5' R/W '-0' STRIP 6" rrPE •a• CURB ,k GUTTER (TYP.} PUBLIC PROPOSED STREET PUBLIC PROPOSED STREET FINN/I.A Pl.ACE FROM STA I+ l:J.85 TO STA 4+86.25 rrPICAL SECTION, NO SCALE MINIMUM TRAmC INDEX~ 6.0 TOWN GARDEN ROAi) FROM STA 43+71.77 TO STA 44+41.14 rrPICAt SECTION, NO SCALE MINIMUM. TRAFFIC INDEX ~ 6. 0 "AS BUILT" _.a. PRIVATE CONTRACT INSPECTOiy' ADDITIONAL SHEET -,-,-, SHEET CITY OF CARLSBAD III02/04i""'l1\ EXTEJ/SION OF RNN/1.A Pl.AC£ TO GAlcWAY ROAD. :JI.Jtl/,,,J, • rr] rn "'o;:-cfi""Od"/o,a,r--:P;;-;;DC~rA';-;S,'"'-""'BU""tL"'T;-"'"'~------------+--+---+--+-----1 6 ~ __ EN_G_IN_E_E_RI_N_O_D_E_PA_R_TM_EN_T_~ · PLANS FOR TIJE IMPROVEMENT OF: FINNILA PLACE BRESSI RANCH PLANNING AREA 15 t--t-----. __ ·. --+----+---+---+-----11,~oyro:¥'~;~~ ;R1UIMdr t----+1------+-----------------l--+----+------l----l f<a~~~ ~ ~~EER DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL O11-iER APPROVAL CITY APPROVAL OWN BY: PROJECT NO, CHKD 8!~ CT 03-03 RVWD BY: • AS-BUILT DRA~NG NO. 415-38 J.M. 2479.00 I i ! ' i.'.t· .. : .. L, l '· I ·i ! ,·ff I {