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DWG 409-1; CT 98-10; CARLSBAD RACEWAY; 01-34
SH££T NO. 1 2 J 4-11 12-19 20-21 22-25 26-29 30-34 SHEET INDEX /J£SCR/ PT/ON TITLE SHEU ,t KEY MAP NOTES TYPICAL SECTIONS ,t EASEMENT TABLE SURFACE IMPROVEMENT PLANS, WATER ,t R£CYCL£0 WATER PLANS SEWER PLANS ,t PUBUC STORM DRAIN PLANS WATER PLANS FOR LIN£ '4' PUBLIC STORM DRAIN Pl.ANS CITY OF WSTA SEWER PLANS SIGNING ,t STRIPING PLANS CITY OF OCEANSIDE HIGHWAY PACIF'IC OCEAN CITY or VISTA \" ""t,- SINESS PARK DR. ,;_.0,P, .__,,,.. ~~ Sf:Rcos CITY OF' ENCINITAS VICINITY MAP NO SCALE CARLSBAD R.'4CEWA Y C. ·r. 9B-10 0 0 0 ------- KEY MAP. SCALE: , • ""' 200· PROJECT LOCATION THIS PROJECT IS LOCATEO WITHIN ASSESSORS PARCfl NQ 221-011-03,0#,05 ANO 221-010-22 TH£ CALIFORNIA COORDINATE /NOtX OF THIS PRO.ECT /SN~£~ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS G£N£RAT£0 er AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS ON JULY 8. 1991. LEGAL DESCRIPTION; A PORTION OF LOT 2 OF SECTION 13, THE SOUTHEAST QUARTER ANO SOUTHWEST QUARTER OF THE NORTHWEST QUARTER. TH£ SOUTHWEST QUARTER OF TH£ NORTI-IEAST QUARTER, THE NORTHWEST QUARTER OF THE SOUTI-IEAST QUARTER, THE NORTHEAST OUART£R ANO TliE NORT/iWEST QUARTER OF TliE SOUT/iWEST QUARTER OF SECTION 18. ALL 8£/NG IN TOWNSHIP 12 SOUTH. RANGE 3 WEST. SAN BERNARDINO MERIDIAN, IN TliE CITr' OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO omCIAL PLAT THEREOF. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS TH£ SOUTHERL Y LIN[ OF PARCEL MAP No. 15250, I.£ N 89'45'58" I« • 0tESS1 DESIGNED BY: H.R., A,B, c~~' DRAWN BY: T.G.,G.M. ..: . "' --~ ,... NO. 553B1 * EXP. 12/Jl/04 u''-1,t crv1L OF CAll' . 2710 Lok& Avenue West Suit" 1 00 Cartsbod, California 92001' /60-9J1-//00 Fax: 760-931-8680 www.odoyconsultants.com PROJECT MGR.· T .Q,!i, s Civil Engineenn,;i ENGINEER OF WORK: Planning Processing --Surveying ---; . 1 ,,-1.' . ' < -• - TIMOTHY 0. CARROU.., JR. DATE: SEPTEMBER 2004 SCALE: AS SHO\m JOB NO.: 98-1012-05 . I I DATE:,':')Jt')M~ 55381 ' -'RCE: \ \ \ \ \ \ \ \ -...... --~---- K£Y LEGEND R[C. WAT£!?----------------------------RW--- SEW£R-------------------------------o----- ACC£SS HOLES. .................. _ 0 WATER_ .. __ ..... _ .. __ .. _ .. __ .. _ .. _ .. _ ----W---------- SEWER (EXIST.) .................... --{J)---- WAT£R (EXIST.)-.................. _ -@-. RR£ HYDRANT..................... - STREET llGHl...................... 0 STORM DRAIN ____ , ............... _ ,=--SO-====-··· =-- LOT NUMBE!? ................... .. 0 SE/ID? ACCESS HOLE NUMBER ....... <J> NOT£!! El.ECT"RONIC OA TA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ (/SEO FOR HORIZONTAL OR 1£RllCAL SVR'.EY CONTRa BENCHMARK: DESCRIPTION: STANDARD STl?££T SURVEY MONUMENT LOCA~ION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTl?Oi. DATA R-1800 308+76 El_[V"TION: 291.25 M.S.L. DATUM: NCVO 1929 -------y- ' ....,.-&...a: ... ~= __ ..:;:::·_ --- --~::::~=:_~ BUENA SANITATION DISTRICT NOTES 1. RIGHT-OF-WAY PERMIT FROM BUENA SANITATION DISTRICT REQUIRED PRIOR TO ANY WORK WIT/ilN BSD RIGHT-OF-WAY. 2. AFTER APPROVAL FOR ROW PERMIT, P£RAIIT SHALL BE ISSUED AT A "MANDA TORY PRECONSTRUCT!ON MEETING. J. AFTER ROW PERMIT IS ISSUED, TliE CONTRACTOR SHALL NOTIFY THE 8SO ENGINEERING DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING 111:WK AFFECTING EXISTING OR PROPOSED 850 FACIUT!ES. 24 HOUR PHONE NUMBER (160) 639-6113. VISTA IRRIGATlON DISTRICT APPROVAL oF THf'SE" PLANS DOE"S N01" COMMITPl~RrCT -ro SUPPLYING WATER ro TH<> PROJE"C, OR GUAAAK,E'F Tl/AT WA1"E:!1 WILL 8E A~AU.A8U: ~1 u. /.2,~;&'e'-v /o/2~ ~-SC ~ A. AMW&"O lt~.E--,Jlf,I DATf VAL1P FOi: T'llt' l'0\1:5 F20M DAIT CARLSBAD MUNICIPAL WATER DISlRICT o· 200· 100 400' SCALE: 1 • = 200' DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I Al,/ TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBL£ CHARGE OVER THE OES/GN ON TliE PROJECT AS OEFINEO IN SECTION 6103 OF THE 8/JSIN£SS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSIST£NT Willi CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/RCA 1/0NS 8 Y THE CITY OF CARLSBAD DOES NOT R£UEVE 1,(£, AS ENGINEER OF HtWK, OF MY RESPONS/Bllll/£S FOR PROJECT D£SIGN. O'/JAY CONSULTANTS, INC. 2110 LOKER A J,£ IIEST, STE 100 CARLSBAD, CALIFORNIA 92006 (160) 931:!1()() -::, ·,,,.,--,_..:: -__( /' DATE· .':-':• ~ -=-----'---"''-'----T/110 THY 0. CARROLL, .R R.C.£ NO. 55381 EXP. 12/31/04 OWNER/SUBDIVIDER: FENTON RACEWAY LLC 1588 JJETROPOL/TAN DRIVE SAN DIEGO, CA 92108 (619) 40/)-013,f. , #.vJ/4;,(~ ~LMAn---------------,-----------__, \\ILLIAM E. PLUMMER R.C.E. 28176 -DA1£ CITY OF CARLSBAD FIRE DEPAR1MENT "AS -BUILT" DISTRICT ENGINEER EXP. 3/31 /06 1--~-----------------1 REQUIREMEN1S BUENA SAN I TA llON DISTRICT No. oF F.H.(s).1.k..F.FLow Z~ro G.P.M. ouT OF_I_F_H.(s). .------:-C:? ..£ d21,k, SIGNATURE INDICAlES CONFLICT REVIEW \\1Tll RESPECT TO BSD r FACILITIES AND IS NOT APPROVAL FOR TllE CONSTRUCTION BLDG. pf'RINKLED '!ES/NO. · • F.FLOW __ G.P.M. OF BSD FACILITIES 1HAT MAY BE SHOIIN HEREON. ,1_ ,2 11 /, f .,} RCE SJ:331 EXP. 11/}t /oS . .. DATE FlREj ARsttAL! I I ~ T! ('.,..', 1"1-~~ SENIOR ENGINEER /o-21 -o:t DAlE !~SPECTOR O - SHEETS I SH,EET I CITY OF CARI.SBAD 1---~---t---+--------~---------1---+--t----+----t ENGINEERING DEPARTMENT 34 --½---+-------------------1-----l---+---+---i 1----+----,------------------t---· - 5<1,Jar, ~ '•> ·7"G ~ 6/0.S 'TC /t\flet1'!>€t> 1.:; 011€il.1>Dtsew1,~t,SHf't-4 us.is, , DATE INITIAL ENGINEER Of WORK Ri_ AcX, ---.. • .. ui.T 10 . /1\ REVIS!l~ PlsOFILE 51-1.T, 12. {~(ocz.,J\ WP-1>.1) AOD WATER tlOTE ,,.rr. 2.0 REVISION DESCRIPTION . I \971D.3~\9735AI01 ctwg Oct 20, 2004 lcY.'lpM >:,~f8: 97J5AI; 97J5VIC; 9735.-,N; 97J5AA.Y; 9735AMAP; 97.35<istr; 9735wU; '9822JSllt DA lt INITIAL 011-!ER APPROVAL '·- 11./<1/N r 7 "11, 0 ,r--vo10 ~ --DATE 11 TIAL CITY APPROVAL IJIPHO'IEJIENT' PlANS FOR: CARLSBAD RACEWAY C.T. 98-10 APPROVED Or ~--~-? ~ -·-· • LlOYD a HUBBS 11,J.;t/, -f CITY ENGINEtR PE 23889 EXPIRES 12 31 05 DATE , · DWN BY: __ _ CHKD BY: GYP "I.VWD BY: r',¥! PROJECT NO. C.T. 98-10 DRAWING 1\0_ 409-1 ' " _,... GENERAL NOTES . I. THIS PLAN SI/P£RS£0£S ALL OTH£R PLANS PR£Vl01/SL'I APPROV£0 BY TH£ CITY OF CARLSBAD R£GAROING IWROl/£M£NTS SHOWN ON THIS S£T OF PLANS. 2. APPROVAL OF THIS PLAN 00£S NOT L£SS£N OR WAIVE ANY PORTION OF THE CARLSBAO MVNICIPAL COO£, R£SOLI/TION OF CONOITIONAL APPROVAL, CITY STANOAROS OR OTHER AOOITIONAL OOCIJMENTS LIST£0 H£R£0N AS THEY M4Y PERTAIN TO THIS PROJECT. TH£ £NGIN££R IN R£$PONSIBL£ CHARGE SHALL R£VIS£ TH£S£ PLANS WH£N NON-CONFORMANC£ IS 0/SCOVEREO. s. Cl TY APPROVAL OF PLANS OOES NOT R£L /£VE TH£ 0£VEL0P£R OR ENGINE£R- OF-WORK FR<N R£SPONS/8/L/TY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS DISCOVCR£0 0/JR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY Sl/8MITT£0 TO THE CITY £NGIN£ER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THC CITY ENGINEER WILL IIE R£WIREO FOR ANY I/IORK IN TH£ PI/BLIC Rl6HT OF lk4Y. PRIOR TO P£RMIT ISSIIANCC, A CERTIFICATE OF INSURANCE Ml/ST 8£ FILED NAMIN6 TH£ CITY OF CARLSBAD AS AN AOOIT/ONAL INS/JREO ON TH£ PERM/TT££'$ POLICY IN TH£ MINIMIJAI AMOl/NT OF $1,000,000.00 FOR EACH OCC/JRRANCE OF l IAB/l I Tr. THE INSURANCE COMPANY MUTING TH£ POLICY Ml/ST HAVE A RATING Of •A• AND A SIZE CATEGORY OF CLASS VAS ES[ABLISH£0 BY "8£STS" K£Y RATING 61/IOE. 5. NO /ltORK SHALL BE COIMNCEO 1/NTIL ALL P£RMITS HAVE BEEN 08TAIN£0 FROM TH£ CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS M<IY 8£ REOIJ!R£0 IF THE PROPOSED 'i\ IMPROV£M£NTS AR£ NOT CONSTRIJCTEO PRIOR TO TH£ OEAOLINE OAT£ OF TH£ IMPROV£M£NT AGRE£M£NT. 7. NO REVISIONS WILL BE MAD£ TO THESE PLANS WI THO/IT THE lll?/TT£N APPROVAL OF THE CITY ENGINE£R, NOTED WITHIN THE R£V/SION BLOCK, ON THE APPROPRIATE SHE£T OF TH£ PLANS ANO TITLE SHEET. B. ORIGINAL DRAWINGS SHALL B£COM£ THE PROPERTY OF TH£ Cl TY I/PON BEING SIONEO BY THE CITY ENO/NEER. 9. THE ORIGINAL DRAWING SHALL BE REVIS£0 TO R£FL£CT AS-81//LT CONDITIONS BY TH£ £NG/NEER-OF-WORK PRIOR TO FINAL ACC£PTANCE OF THE WfJRK BY TH£ CITY. 10. ACCESS FOR FIR£ ANO OTHER EMERGENCY V£HICL£S SHALL BE MAINTAINED TO TH£ PROJECT SITE AT All TIM£S DI/RING CONSTRUCTION. II. MIER£ TRENCHES AR£ WITHIN CITY EASEM£NTS, A SOILS REPORT CfNPRISEO OF, /AJ S/AW'IRY SHEET, (BJ LABORATORY WORK SH££TS ANO (Cl COMPACTION CVHV.£5, SH4LL BE SUBNITTEO BY A PROFESSIONAL ENG/N£ER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG 81/SIN£SS IN TH£ FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SI/BMITTEO TO THE CITY ENGINEER/NG INSPECTOR WITHIN TIW WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ IRITTEN FIELD COMPACTION REPORT/SI SHALL BE /ltNEDIATELY SI/BNITT£D TO THE Cl TY £NGIN££RING INSPECTOR I/PON COMPLETION OF THE F/£LO TESTS. 12. A PRECQNSTRUCTION MITUNG SHALL BE HELO AT fHE Sl[E PRIOR ro THE (IEGINNING ()F WORK AND SHALL 8£ ATTENDED BY All R£PR£SENTATIVES RESPONS/8L£ FOR CONSTRUCTION, INSPECTION, SI/PERVIS/ON, TESTING AND ALL OTH£R ASPECTS OF THE MJRK. THE CONTRACTOR SHALL SCH£0/JL£ TH£ M£ETING THROUGH THE PERM/ T CLERK {4SB-S89I I AT LEAST FIVE" {!ii ll,fJRKIN6 DAYS PRIOR TO STARTIN6 CONSTRIICTION. APPROV£1) DRAW/N(JS MUST BE AVAILABLE PRIOR TO SCHED/IL I NG. 13. All INSPECTION REOIJESTS OTHER THAN FOR PR£CONSTRIICTION M£ETIN(J WILL 8£ MAO£ BY CALLING TH£ ENrJ/NEER/NG 24-HOI/R INSPECTION R£0/JEST LIN£ AT /760/ 438-3891. /NSP£CTION R£01/£STS Ml/ST 8£ RECEIVED PRIOR TO 2,00 P.U. ON [HE DAY BEFORE [HE INSPECTION IS NEEDED. INSP£CTIONS WILL BE MAO£ THE NEXT WORK DAY UNLESS YOIJ REOIJ£ST OTHERWISE. R£01/£STS MAO£ AFT£R 2,00 P.11. WILL BE SCH£DIJLED FOR TIW FVLL WORK DAYS LATER. 14. TH£ OWNER AND/OR APPL /CANT THHOIIGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO M<IINTAIN ALL SAFETY 0£VICES, INCLl/0/NG SHORING, ANO SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMIN6 TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGIJLATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SI/BM! TT/NG A DETAIL PLAN TO THE CITY £NG/NEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO BE MAO£ OF WORKER PROTECTION FROM TH£ HAZARD OF CAVIN() GRO/INO 0111?/NG THE CXCAVATJON OF SIJCH TRENCH OR TRENCH£S OR DI/RING THE PIP£ INSTALLATION TH£R£/N. THIS PLAN MUST 8£ PR£PAR£D FOR ALL TRENCHES FIVE F££T /5'/ OR l#JRE IN DEPTH ANO APPROVE:O BY TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM TH£ SHORING SYSTEM STANDARDS ESTA8L /SH£1) BY THE CONSTRUCTION SAFETY ORO£RS, Tl TLE 8 CALIFORNIA ADMINISTRATIVE COO£. THE PLAN SHALL 8£ PREPAREO BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA CXCA VA TION PERM/ T Ml/ST 8£ S/1/JM/ TTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES AR£ 0/SCOVEREO WITHIN ANY WORK ZONE IIVRING CONSTRUCTION, OPERATIONS Will CEASE IANEOIATElY, ANO THE PEIINITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART VNTIL THE P£RM/ TT££ HAS RECEIVE/J WRITTEN Al/THOR/ TY FROM THE CITY ENGINEER TO 00 SO. 17. ALL OP£RATIONS CONOI/CTED ON THE SIT£ OR ADJACENT THERETO, INCL/JD/NG WARIIING /IP, REPAIR, ARRIVAL, OEPARTI/R£ OR OPERATION OF TRIICKS, CARTIIIOV/N6 £01/IPUENT, CONSTRIICTION EDIJIPMENT AND ANY OTHER ASSOCIATED flRAD/NrJ £()1/IPM£NT SHALL 8£ LIMITED TO THE PERIOD BE71tf:EN 7:00 A.M. AND SUNSET EACH DAY, MONOAY THR/1 FRIDAY ANO NO EARTHMOVINrJ OR GRAO/NG lll'&ATIONS SH4ll BF CONl)l)CTEO ON WEFKFN/JS OR HOLi/JAYS. IA LIST OF CITY HQI. IDAYS IS AVAILA8l£ AT THE ENGINEERING DEPARTMENT COIINT£R. I 18. ALL OFF-SITE HA/IL ROI/TES SHALL BE S/JBM/TT£/J BY THE CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAi lltl2 FULL IIQRKING QAYS PRIOR ro BEGINNING OF WQRK. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OEBR/S OR DAMAGE QCCIIRR I NG AL ONQ THE HAUL ROUTE QR ADJACENT STREETS AS A RES/IL T Of TH£ GRADING OPERATION. 19. NO BLASTING SHALL 8£ COl.l,fENCEO WITHOIIT A CITY CN6/N££R APPROVED • LASTING PROGRAM. 20, 2{. THE EXISTENCE AND LOCATION OF UTILITY STRIJCTI/RES ANO FACIL /TIES SHOltN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THC AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRIICTIIRES NOT SHOWN OR IN A LOCATION DIFFERENT FR(ll,I THAT SHOWN ON THE PLANS. THC CONTRACTOR IS R£(}/J/R£0 TO TAKE 01/E PR£CAIITIONARY MEAS/JR£S TO PROTECT THE I/TILIT/£S SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRI/CT/JRES NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All £XISTIN6 FACILITIES /ABOVEGROI/NO ANO /JNOERGROIJNO/ WITHIN TH£ PROJECT SIT£ SI/FFIC/ENTLY AHEAD OF TH£ CONSTRI/CT/ON TO PERMIT THE REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOi/NO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. .L--.· 22. THE CONTRACTOR SHALL "NOTIFY AFFECTED 1/TILITY COMPANIES (SEE 8£LOWI AT LEAST 1lff) Fl/LL WORKING DAYS PRIOR TO STARTING CONSTRIJCTION NEAR THEIR FACILITIES AND SHALL COORDINATE /ltORK WITH A COIIPANY REPRESENTATIVE. UNOERGROIINO SERVICE ALE"RT (BOO/ 422-4133 SOG8E /800/ 660-73.fS PACIFIC BELL /800/ 892-0l2J ADELPHIA CO/,NIJNICATIONS /760/ 438-7741 CITY OF CARLSBAD (STREETS ANO STORM DRAIN/ /760/ 4S4-2980 CITY OF CARLSBAD (SEWER.WATER 8 RECLAIM£0 WATER/ (760/ .fSB-2722 BIJENA SANITATION DISTRICT 1760/ 726-/J40 x IS74 STREET NOTES I. ACT/JAL STRI/CTIJRAL SECTIONS WILL 8£ OETERMINED AFTER •R• VALi/£ TESTS HAVE BEEN CONOIJCTEO er A PROF£SS/ONAL ENGINEER OF TH£ STAT£ OF CAL /FOHN/A, PRINCIPALLY DOING 81/SINESS IN TH£ .Fl£l0 OF APPL 1£0 SOIL M£CHANICS. ON THE PREPARED BAS£M£NT SOIL. TH£ ·11· VAL/IE TESTS ANO TH£ £N6INEERED STRIICTIIRAL SECTION Ml/ST 8£ S/J&f/ TT£0 TO TH£ ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MIN/MW OF 11W (2/ CITY WORKING DAYS BEFORE: THE WORK BEGINS. 2. STREET L /GHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS, 1/NDERGROI/ND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SffOWf{ ON THE •AS-8/JILT' PLANS. NO DIRECT Bl/RIAL STR££T LIGHT FOIINOATIONS Will 8£ ALLOW£D. ALL LIN/NA/RES SHALL 8£ ·cur OFF" TYPE. S. ALL IJNOERGROIJND IJTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRIICTION OF Cl/RBS, CROSS GUTTERS OR S/JRFAC/NG OF STREETS. 4. STORM DRAIN PIP£ SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMIJAI 0-LOAO OF /,J50. FOR PRIVATE STORM DRAIN PIPES, /IP TO 15" PVC M<IY 8£ 1/TILIZEO PROVIDED DEPTH IS LESS THAN /5 FEET ANO BACKFILLED WITH J/4• ROCK PER SORSO S-4 TYPE •c• AND PIPE IIEETS ASTM STANDARD :1034 FOR SOR S5 SOL 10 llc'ALL PIP£. 5. IIIH£R£ AN EXISTING PIP£ LINE IS TO BE ABANDONED IT SHALL BE REI.IOI/ED WITHIN TWENTY FEET OF 8/J/LOING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE Will BE PLl/6G£0 WITH CONCRETE OR REMOVED AS APPROVED BY TH£ CITY £NGINE£R. 6. IIIH££LCHAIR RAM'S SHALL BE INSTALLED PER R£0/IIREMENTS OF Tin.£ 24, CAL /FOHN/A AlJM/N/STRATIVE CODE. T. STREET TR££S SHALL BE INSTALLED PER SECTION IV D.3 OF THC CITY OF CARL SBAO LANDSCAPE M<IN/JAL . 8. FIRE HYDRANT M<IRKERS SHALL SE PLACED IN THE STREET WITHIN TH£ LIU/TS OF WORK OF THIS PLAN PER SDRS OIKJ U/9. 9. ALL SURVEY MONI.NENTS ANO POINTS THAT ARE 0/STI/RBEO BY THIS IM)RK SHALL BE RE-£STABL /SH£0. PERPET/JATED, AND OOCI/MENT£0 P£R THE PROFESSIONAL LAND S/JRVEYORS ACT. 10. THO (2/ SETS OF S/JRVEY /CIIT/ SH££TS SHALL 8£ PROVIOEO TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES I. ALL SEWER MAIN ANO APPURTENANCES SHALL 8£ CONSTRI/CTEO IN ACCORDANCE WITH TH£ •CARLSBAD UIJNICIPAL WATER DISTRICT'S S£W£R SYSTEM -0£S/GN CRITERIA, STANDARD DRAWINGS ANO SPECIFICATIONS", AND THE STANOARO SPECIFICATIONS. I/Ali'CH 199:J, ANO TH£ STANDAR/J SPECIFICATIONS FOR PUBLIC "1JRKS CONSTRIICTION, LATEST EDITION (GREEN BOOK/. 2. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ DIVISION OF INDIISTRIAL SAf"£TY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL IWOV/SIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO TH£ DISTRICT'S EXISTING SYST£M, A PERM/ T SHALL BE OBTAINED FROM THE DISTRICT. IT 1111ST 8£ SIGNED AND APPROV£1) BY THE DISTRICT'S ENGINEER ANO SIIP£RINTEN0£NT. 4. BEFORE CONSTRIICTION 8£6/NS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF llc'AY PERM/ T SHALL 8£ REfJIJIRED. 5. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD ENGINEERING INSPECTION 48 HO/IRS PRIOR TO THE 8£G/NNING OF CONSTRUCTION. (TELEPHON£ NO. {760} 438-389/ I WATER NOTES (CMWO) I. WATER MAIN AND APPIIRTENANCES SHALL BE CONSTRUCT£[) IN ACCORDANCE WITH THE •cARLSBAO Mf/NICIPAL WATER DISTRICT'S PROC£0/IRAL 61110£ -G£N£RAL DESIGN REOI/IREAIENTS AND STANDARDS ANO SPECIFICATIONS FOR CONSTRI/CTION OF PIIBLIC POTABLE WATER FACILITIES, DATED OCTOBER 199:J, OR THE LATEST REVISION. I. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVArlON PERMIT FR(}&/ TH£ DIVISION OF /NDIJSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRI/CT/ON SAFETY ORDERS. S. BEFORE ANY CONNECTION OR SH/IT DOM/ OF VALV£S ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM TH£ C.M.W.O. OFFICE ANO Ml/ST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT S/IP£RINT£NO£NT. 4. A PRCCONSTRI/CTION CONFERENCE MEETING SHALL BE HELO A MINIMIJM OF 7 DAYS BEFORE CONSTRUCTION 8£0/NS. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HO/IRS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE NO. (760} 602-2780/ FOR SCHEOIIL ING . 5. NO TREES OR STRVCTIJR£S SHALL 8£ ALLOWED IN THE WATER L /NE £ASEAIENT, All EXISTING TREES ANO STRI/CTIIRES SHALL 8£ REMOl/£0 PRIOR TO C01,1,1£NCEM£NT OF IM)RK -ANY EXCEPTIONS SHALL RED/I/RE 1/J/RI TTEN PERMISSION FROM THE DISTRICT £N6/NE£R. 6. TH£ EXACT HORIZONTAL AND VERTICAL AL/GM/ENT AND TYPE OF MATERIALS OF TH£ FIRE LINE LOCATEO BETltE:EN THE DETECTOR CHECK VALVE ANO 8/JILDING SHALL 8£ DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS ANO APPIIRTFNANCES SHALL 8£ CONSTRIICTEO IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGI/LATIONS FOR TH£ CONSTRI/CTION OF RECLAIMED WATER MAINS -CARLSBAD MI/NICIPAL WATER DISTRICT", OCTOBER /993 OR AS MIENOED. 8. ALL 81/RIEO COPPER PIPING ANO APPI/RTENENCES SHALL BE PROTECTED BY IEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONOIJCTS A SOILS • TESt REPORT ANO DEMONSTRATES 1HA T PROTECTION CAN BE PERFORMED IN ANOTHE8 /ifANl!IER, TH£ DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF fil@TtCTION DESIGNED BY: 11,B .A.B DATE: SEPI EM~E!l 200~ CMWO CONSTRUCTION NOTES /. ALL POTABLE WATER SERVICES SHALL 11£ 1• AND.ALL POTABLE WATER METERS IHALL 8£ 5/8• fl/NLESS OTHERWISE NOT£0 ON PLANS/. 2. ALL WATER METER BOXES SHALL BE /T•x30•xt2" POLYMER CONCRETE AS M4NIIFACTIJR£0 BY AFIMORCAST OR £(}//AL. S. U/NIMIIM SPACING BETltEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL 8£ 5 FE£T. 4. T"HE TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH THE FINISHED S/JRFACE MADE. STANDARD WATER NOTES VISTA IRRIGATION DISTRICT {V.1.O.} r. TH£ DISTR!Cr's APPROVAL CIVEN HERE IS NOT AN APPROVAL TO BEGIN TH£ INSTA1.LA TTON OR CONS7RIJCTTON OF WAmi' FACILITTES_ APPROVAL FOR THE INSTALLATTON OR CONSTRUCTTON OF TH£ WA TE:R FACIL/T1£S IS ONLY CIVEN AFTER PROPER APPL/CATION AND/OR EXECUTION OF A CONSTRUCTTON CONTRACT ANO PAYMENT OF ALL APPLJCABLE FEES TO TH£ DISTRICT. TO BE ACCEPT£!), TH£ APPllCATTONS AND/OR THE CONSTRUCTTON CONTRACT UUST 8£ SIGN£[) BY THE GENERAL AIAM4 GER. 2. ANY WATER FACILITTES THAT Mll 8£ UNDER TH£ JIJR/SDICTTON OF THE DISTRICT SHALL BE CONSTRUCT£!) IN ACCORDANCE l#TH THE PLANS SIGNED BY THE DISTRICT AND 'MTH THE DISTRICTS STANDARD CONSTRUCTION SPECIF/CA l/QNS APPROVED BY TH£ BOARD OF DIRECTORS ON JANUARY 5; 2000. THE SIGNEO •ORICINAL • PLANS ON Fil.£ AT THE DISTRICT OFFlCE: ARE TH£ ONLY PLANS RECOGNIZED BY THE DISTRICT AS "APPROVED~ A SIGNED SET OF Pl.ANS AND A COPY OF THE SP£CIACA TTONS MANUAL UUST 8£ ON TH£ JOB SITE DI.IRING CONSTRUCTTON OR INSPECTTON OF WATER FACILITTES UA Y NOT BE R£ND£REJ). .1. PROPOSED CHANGES TO TH£ "APPROVED" PLANS IIUST BE" REVIEJITT) AND SIGN£[) BY THE DISTRICT PRIOR TO TH£ INSTA1.LA TTON OF SUCH CHANGES AND SHALL 8£ INCORPORATED INTO THE "ORIGINAL" PLANS. TH£ OWNER, HIS ENGINEER OR HIS CONTRACTOR SHALL NOTTFY TH£ DISTR!crs ENGINFIRING DEPARTMENT OF ANY DISCREPANCIES BETWEIN TH£ APPROVE/J PLANS AND ACTUAL Fl£l.[) CONDITIONS. 4. TH£ DEVELOPER (HIS ENGINEER OR CONTRACTOR} SHALL OBTAIN THE D1sm1crs APPROVAL FOR THE INSTALLA TTON OF ANY OTHER //TTL/TY TO BE INSTALLED tHTHIN ANY DISTRICT EASEMENT. TH£ APPROVAL A/UST 8£ OBTAIN£[) PRIOR TO INSTALLATTON AND UUST BE INSPECTEO BY TH£ OISTRICiS INSPECTOR. 5. BEFORE" TH£ WORK IS ALLOWED TO BEGIN, TH£ CONTRACTOR IS TO CONTACT THE DISTRICT'S £NGINE£R!NC DEPARTMENT AT 760-597-J/16 TO DETERMINE WHEN OR IF IIORK CAN 8£CIN ANO TO ARRANGE A PRE"-CONSTRUCTTOIV 11££TTNG /#TH TH£ DISTR1crs INSPECTOR AT 597-J/26. INSPECTTON REQ/.1£STS SHALL BE IIAOE AT LEAST 2-1 HOi/RS IN ADVANCE. 6. TH£ DISTRICT REOIJ/RES All NEW ANO EXISTING WA TER LJNES ro HA VE £1 THER A UINJAIIJM OF "6-INCHES OF RNAL COier OR MINIAIUAI OF 18-INCH£S OF COVER FROM TH£ BOTTOM OF THE SUBCRADE. MIICHEVER IS Cl?EA mi'. THE 18-INCH coi,m 00£5 NOT RELIEVE TH£ CONTRACTOR FROM LOCA TTNG AND PROTECTTNG EXISTTNG Ulll/TIES OUR/NG CONSTRIJCTTON. TH£ DISTRICT SHALL BE NOTTAED 'MIEN STREET STRUCTURAL SECTIONS ARE DETERUINED BY TH£ APPROPRIATE HOAD AGENCY HAVING JIJR/SOICTTON OVER THE STREET. THE DEVEI..OP£R OR HIS CONTRACTOR SHALL. AT HIS SOLE EXPENSE. COMPLY tHTH TH£ AGENCr'S REQUIREMENTS AND OBTAIN THE DISTRICT'S ltRITTEN APPROVAL ON THE Pl.ANS OF ANY COVER CHANGES BEFORE THE INSTALLA 110/V OF TH£ WATER LINE OR BEFORE REMOVING EXISTING COier. 7. THESE PLANS ARE St/8.ECT TO AOO/TTONAL WAlEJi' NOTES CONTAINED IN THE SPECIACATTONS IIAN//AL AND THOSE NOTES lfll ALSO BE DISPENSED TD TH£ CONTRACTOR AND DEVELOPER AT TH£ REQUIRED PRE-CONSTRIJCTTON U££TTNG. "AS-BUILT ,, BENCHMARK: NOTE!! 0'?)~., DRAWN BV· T.G • .G.M. SCALE: NS SHOWN ~ c?u d:1.,/4• DESCRIPTION: STANDARD STREET SURVEY IIONUIIENT E1£CTRaVIC DA TA Fll£S ARE FON REFERENCE fN. Y AND AR£ NOT TO 8£ USED FOR HOHJZONTAL a? 't£R11CAL SJJR',f'f CONTT?Ol "' ~ B" NO. 55381 DP. 12/31 CIVIi.. OF Q\llf C 0 N s u 2.710 Loker /..venue West Suite i 00 Cortsbod, C,;iliforni□ 112008 1eo-a.::i1-1100 Fmi:! 7t.l0-9.3f-8680 www.cd0:;-c0nsultant1:1.com LT A'NT s Civil Enljlineerini;i Pkmning Processing Stirve)'ing - PROJECT MGR.· T.O.C. JOB NO.: 98-] 0] 2-05 P.E. S"S-3131 EXP. r•ti l L<> ~ ' ENGINEER Of WORK: R:tED Ba~. ~~! DATE: {rJhdc, 4 A..I . ~~,. llMOlm' 0. CARROLL, JR. RCE: U1 !~SPECTOR DATE a/2,,;,v DATE LOCATION: APPROX. (400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF El CAIi/NO REAL RECORD FROM: NORTH COUNTY l,f1?TTCAL CONTROL DATA R-1800 .JOB-1-76 ELEVATION: 297.25 11.S.L DATUM: N(;VI) 1rJ29 • ]-1~ -0 TC /1\ J 5 • /3VILr DAlE INITIAL -··-· - WORK TO BE DONE TH£ MIPIIOVEMENT WOIIK SHALL BE PE1?f()Rll£O IN ACCORDANCE Will( TH£ flll.LOWING DOC/1/KNTS. . CIIIIIIEJIT AT THE TIii£ OF CONSTRI/CTION. AS OIRfCTEO Br THE CITY EJIC/N££1?. I. G4Rf.S8AI) IMIICIPAL COO£ 2. CITY OF CAlllSBAD STANIJAROS J. THIS SET OF PIANS -1. RESOI.IJ110N NOs. 5024 THROIIGH 50JO /JATE1J OCroBER 17, .2001 5. TH£ ST.ANDAIID SP£C/FICATIONS FOR Pf/BLJC WORKS CONSTTilJCl/ON (/;REEN BOOK) I. SOILS REPORTS AN[) RECO/Jl,/ENOATIONS Br G£OCON INCORPORATE1J OATE1J Al/6/JST 11, 2()()4. 1. THE SAN DIEGO ARE"A R£GIONAl. ST.ANDA/ID DRAWINGS ANO AS M<IY BE IIOIJIFl£fJ B"f TH£ CITY OF C4RlS8AD STAN/JA/lfJS. 6. ENVIRONUENTAJ. APfflOVAL DOC/JAl£NTS OATEO OC!OB!R I 7, .200 I RES. NO. 50.J! I. CARLSBAD U.W.!J. Hl/l£S ,t HEC/JtAT/ONS FOR CIJNS1RIJC1/0N OF POTA/JlE; RECl4!l.lll) AN[) SEWER S'IS7EMS LATEST Rfl1SION OF ST.ANDA/IDS ANO SPECIFICATTONS. ,a POST l/£V£lOPIIENT BIIPS PER SWPPP er O l'.Hr CONSIJLWllS. INC. DATED .V,,3/.Wl . NOTE: (J(JANllllES AR£ FOR /JOfll)ING Pt/RPOSES ON!. Y. ACTIJAl. Q{lANTlTIES M<IY "4/?Y. fFC(NQ S££ SH££T No. .JO FOR TR4FF1C SIGNAL LEGEND DESCRIPTION DWG. ND, •• SYMBOL A.C. Mw.i:' OF Sll?.££1S ,• A.C. OlfR a• AB ••••.....•....... P.C.C. 6" CURB ,t Ctlf1£R. . . . • . . • . . . . . . G-2. . ...... . PEDESTRIAN RAMP TYPE :!'. . . . . . . . . . . . . G-27 ......... . PEDES7RIAN RAUP TYP£ 21'. • . . . . • . . . . . . G-27. . . . . . • . . . P.C.C. S/OEWALK (-I; ................ G-7 ........ . AJ.i.EY-TYP£ /JRIVEWA Y. • . . • . . . . . . . . . . £TTY GS-20. . . . . 1/RM"WAr ............•........• G-14A~ •.....• STRE£T L/GMT (100-W HPS) 9.500 ll/llENS ..... E-t~aTY 6S-6 ,t GS-21 . STREET SIGN (OOuBl.£ NAU£). . . • . . . . . . . . . . . . . . . . . • . . . . SI(;/,/. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S11rEIT SUR~Y IIDNI/UENT. . . • . . •. _ . . • . .11-10. . . . . • . . .• a· P.v.c. S£WER. . .............•....••..•..•... 10· P.V.C. S£W£R ••.••••..•...•••..•.••.•........ ,o· P. v: c. SE1IDi' -"57JI. . . . . • . . . . • . . . . . . . . . . . • . . • . SEW£R ACCESSHOlE . . . . . . . . . . . . . • . . . C.U.W.O. S-1 .•... SEWER IIANHOl.£ -II/STA . • • • • . . • . • • . • . • S-2. . • . . . . • . . 1• SEWER IATEIW.. . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . CONCRETt ANCHOR -"57il . . . . . . . . . • . . . .S-9. . . . . . . . . • rz• P.V.C. WA!lll LIN£. • •.•.....•........•..•..... A ---s·-----s·-----s------o- ---,--0- ------,® -----+-- --11-- 8• P.V.C. WA!lll UN£ . . ................... · . · · · · · · --w-- 12• STFEL WATE"II WIC • . . . . . . . . . . . . . . . . • . . • . . . . . • . . ff . 12" GATE 1611.~ .t 1611.lf" BOX ASS£Jl8/.Y. . . . . • . C./1.W.D. W-16 ..... ----8• GATE 1611.~ .t 1611.lf" 8W AS5£URI Y ........ C.11.W.O. W-16. . . . . _ -11---- FTR£ H'rfJRANT ASSElllJl. Y. . • . . . . . . . . . . . &.II. W.!J. W-12 .•... _ -II'--L 2" BLOW Off VAL 1£ ASS81Bl Y. . . . . . . . • . . C.U. W.O. W-6 ---o-W- 2• JIANIJAL AIR RE1EAS£ (II.AR.) ••...•.•.. C.11.W.O. W-6 . . . --i,-- 2• A. V:A. . . . . . . . . . . . . . . . • . . • . . . .CJ/. Jt:lJ. 11<-7 . . . . . - 2• WA!lll SEI/VIC£ {NO 11£7ERS). • . . . . . • . . • . . . . . . . . . . . ----,@ s• P. V.C. liEC. WA!lll LINE. . . . . . • . . . . . • . . . . . . . . . . • . . . m, 6• P. V:C. liEC. WA1Ell UN£. . . . . . • . . . . . • . . . . . . . . . . • . . . B" GATE 1611.1£ (N£C. WA7Eli') ...........•. C.11.W.O. W-16 . 11• GATE 1611.1£ (/?EC. WATf"II). . . . . . . . . . . • . C.11.W.O. W-16 . . . . . --- 2• R£C WAlEH Bl.OW Off VAL~ ASS£AIBJ. Y. . • • . &.M.W.I). Jlt-6 . . . · . ---o-RW- 2" REC. WA!lll llAMIAL AIH REL£AS£ (k.A.R.). • . &.II. W./J. 11<-6 . . . . . HW--- 2• REC. WA lEH A. V.A.. . . . • . . . . • . . . . . . C.11. W.0. 11<-7 . . • . . - 2· /RR/CATION S£RV/C£ · • · • • • · • • · · · · · · · · · · • · · · · · • · · (D 72• RCP STOHi.i ORAIN . . . . . . . • . . • . . . . . .0-60. . • . . . . . . u• RCP STOR/,1 DRAIN . . . . • . . • . . • . . . . . .D-60. . . . . . . . . 60• RCP STOHi.i DRAIN . • . . • . . • . . • . . . . . .0-60. . . . . . . • . 51" RCP STOlrN /JIWN . 411• RCP STOHi.i DRAIN • -12• RCP STORAI DRAIN . J6• RCP sroRII DRAIN . .10• RCP sroR/,1 DRAIN . 2-1" RCP STOIIN DRAIN . 18• RCP STOR/,1 ORAIN . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . .D-60 ..•.....•. .0-60 ......... . .D-60 .....•..•. .0-60 ......... . .D-60 ..•...... .D-60. .D-60 ........ . STOIIN lJIIAIN P£R IJWG. W9-1A . . . . . . . . • . . • . . . . . . . . . . . • rtP£ 71; '8-1' CJ. ...••..........•.. .0-2• .....•... T"IPE 'r C.8. (IIOIJIFIB) -lx4) . . . . . . . . . . . . .0-7 . . . . . . . •. TYPE :4' C.0. . . . . . . . . . . . . • • . . . . . . .0-9. . . . . . . . . IIOO TYPE :4' C.O. . . . . . . . . . . . • . . • . . . .0-9 . rtP£ 7J' c:o. . . . . . . . . . . . . . . . . . . . . .o-ra CONCRETE EN£RGY DISSIPATUR . . . . . . • . . . . . .0--11. lflP-RAP . . . . . . . . . . . . . . • . . . . . . . . 0-,fO'_ . . . . . . . rt' T"tP£ HEADWALL . . . . . . . . . . • . . . . . • .O-J-1, D-35. . . . . • AS 1,/(}f)/fl[J} BY CITY OF CARLSBAD STANOA/IOS FDR PIJ8UC IMPROVEll.£NTS ,. SORSD I.INl£SS NDTEO 0111£11WIS£. . ------------------------------------------------------- =-- -SO---@- @ 12::::::i 181 @ @ @I = :::[[] ~ --67>--t QUANTITY 241,000 SF 9,660 LF 2EA r £A <IJ.500 SF (2,150 SF 200 SF 1.J EA r EA <11 EA . rt EA .%23() lF 1,590 lF 2,600 lF 18 EA r2 EA 24£A r CA 5;7.J5 lF tUOLF HLF 29£A 22£A 16 EA 42EA 41 £A 2 FA 24EA T.Hl LF 3,065 lF 2EA JEA 5£A #£A 2£A # EA 135 LF 828 LF 81 LF 852LF "8LF ll8J LF 28-1 LF 879 LF 1.145 LF 666 LF r2 EA 2£A (2 EA 5EA (BEA .J EA r?Y CY -I EA I S2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT NOTES CAHlSBAO RACEWAY APPROVED or I sj,s] C.T. 18-10 A< llli •• .,_ ~ ... ~ d. ·•,;..,. ~ ~ ' CITY ENGIN?'E:R pf' 23889 l1DYD B. HUBBS l~~-'c" EXPIRES 12-31-05 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.vP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL RVWD BY: (:.u.J. C.T. 98-10 409-f t \871DJ5\9735Al02.dwq Oct 12,, ZDC-l 1:29pm lref:9: 973SAN: 9735AI ) 126' 10' 106' 5.5 5J' 5J' 5.5' '-· 2# . _A l :~--L~~--1 , 21 , __ _ · J{---t-'.rI --------==--,=---=---=======~r I ~====-====-=-----=================~-- P.c. ~ :~~"" -. ---------------"----... :o,c.,,.,,· -------------- 5.5 r,p,: ?;· C1JHfl ,t GtlT1Elt ~A.C:: PA~ ANO 84SE EXISTING AIELROSE De, (CITY OF VISTA) PUBLIC NOSCMI 126' IOI' 5J' ,. ' ,. 2Z 10' 5.5' 21 -------====----------::,' --~ ---------------,7 _____ :::. ______ .!,- t 7::\ 4• P.C.C. SIO£WAlJ( . ---;:i-a5' (!)P.) 6" TIP£ ?;" CtJNll ,t 0IJlllR a· lolEDIAN CIJHfJ MELROSE DH. {CITY OF CARLSBAD) PUBLIC NOSCAL.E SEEowr;. ~# ,. A.c. mu. O'ofR a-A.a 0/JN.) OR AS HllXJWENOEl) "EiYSOII.SENC/NEER (SEE STR££T NOTE T. SHEU 2) R/W 10' 5.5' DESIGNED BY: H.R . .A.B, DRAWN BY: LG 6 N PROJECT MGR.· T.0.C, DATE: SEPTEMBER 2004 SCALE: >S SHOWII JOB NO.: 98-1012-05 "AS-BUILT " ~ (?J/ c/2.,/4::, 2710 Lokar Avenue We9t Suit• 100 Cc.rlsbad, California g2ooa 760-931-7700 Fo~ 780-9Ji-aeao www-.od,;iycQnsuftonts.com Civil Engineering Plgnnint Proces!lft9 Surveying . f--------.:.....c-------1 P,E. S"fJ 81 EX~. 11./11 /l)B ENGINEER OF WORK: REVitWEO flY• /J j ~4~-~a~.-~:;..,#~__!llA~:rE:~· c1gw~~ ) ~,..1 "ii r1L,,. - llMOlHI' 0. CARROU, JII. RCE: 55J81 INSPECTOR DATE Jofu/4t 1 D).TE .. 72' R/11 21' q 26' fO' 5.5' -1.5' 1.5'--\ ~~ A , i. ,\ :,.fl No. PURl'OSC EASEMENT TABLE OWNER R£mrENC£ 91.TE 6. P. C. C. Ci/RB .t GIJTlfR ) \_4.P.C.C:: 4• A.C:: P',l,ll O'ER a• A.a {AUN.) T.l =1. a OR AS R£COWENOED BY SOIJ.S ENCIN£ER (SE£ S1REET NOTE 1, SHEU 2) LIQNSH£AD A VENUC EAGLE OHIV£ PUBLIC NOSCALL BENCHMARK: SIO£WAI.K DESCRIPTION: STANOARIJ STR[£T SURl,fi' MONUMENT LOCATION: APPROX 1400 FFIT SOUTH OF PALOMAR • NRPORT RO,W (K,I CENTERUNE Of' £l CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CON'fl?OI. DATA R-1800 308+76 ELEVATION: 291.25 M.S.L DATUM: NCVO 1929 [I] AERIAi. ,t iJNOERGRO//NO PIJBtJC /Jlll.ll!ES S.O.G.H. BOOK 1085, PAGE 71 OCTOBER / f, I/HO [I) INGRESS, ECRfSS, ANO tmJ.IT'I .zl4 DAWSON BOOK 1586. PAGE 13.J APRl1 .X 1951 IT) AERIAl ,t UNOERCNOIJNIJ PUDJJC /Jlll.111£S S.O.G . .tE. Fll.E/PAGE No. 156597 AUGI/Sl 21, 1164 [II A£RW. ,t /JNOERGROUN/} PI/Bl/C 1/TllmES S.O.G.M. F!l.E/PAGE No. 156617 A/JCI/ST 21, 1964 III A£RW. ,t IJN0£1?CHOIJNi} PUBl/C l/1lLJll£S S.0.G.H. F!l.E/PAGE No. 156620 AIJGIJST 21, 1964 m AERIAl ,t /JNO[R(;R(){INf) PfJlJllC lllll.lllES S.0.G.4:£. fl1E,/PAGE No. 206747 NOVEN8ER 15, 1965 ill AERfAI. ,t /JNOERGROIJNO PUBtJC /JTll.lll£S S.O.G.M: F!l.E/PAGE No. J9741 NARCJf 2.X 1987 m AERfAl ,t UN!JEl?GRO/JNO PUBtJC lffll./ll£S S.D.G..tE. fJlE,/PAGE No. J9752 UARCH 2.X 1967 -[I) AERIAi. ,t IIN!lmGROIINO PIIBUC /Jlll.Jl!ES S.O.G..tE. FflE/PAGE No. 31754 I/ARCH 2.X 1967 [!Q] ROAi] ,t PIJ8l1C /JTILJTY TOGETHER WITH JANICE I.EE COWNS, RIE/PAGE No. 78-0760M fUJI/UAHY 21, 1978 R/Glff TD EXTEMJ DRAINAGE STRIJCTlJ!IES l1AI.. . ANIJ SLOPES BEYOND HICHl--oF-11!!4Y !ill .. fil] /rQ4/) ,t Pl/Bl.IC /JTll.fT/ES J#IJCE LEE COl/JNS, F!l.E/PAGE Na. 78-076055 fllJRIIAKY 21, 1978 El Al.. '[ill S£WET? I.H7 STATION ANO SEWER P!PEl.lNES CITYOF M5'lA F!l.E/PAGE Na. 86-#1910 OC7UBEH 2, 1986 1El SEWER PIPEZ.INES CITY OF 11S1i4 Fll.£/PAGE Na. 86-#f!III ocroB£R Z 1986 1§) STDRJI ORAIN PIPl'S ANO lJN£S CITY OF~ RIE/PAGE No. 87-609285 0CTVB£R 29, 1987 '11fil Al7M'. ,t UNO£R(;N()lJNI} PUDJJC /Jlll.JTIES S.O.G.H. F!l.E/PAGE No. 89-~ A/IGI.IST 2, 1981 [ill Sl/JPC ANO CONSTRI/Cl!ON CITY OF CAlllSBAD fJ1E,/PA(;£ No. li92-D21 IJI f APHI. 1.X 1992 IIfil SEWER PIPEl1NES ,t ACCESS Ra4l)S CITYOF ~A RIE/PAGE M>. [ill P/JBI.IC WATFlrl/N£ C.N.IY.O. FILE/PAGE No. 2004-07857./6 A/JC/JSl 18, 2004 ~ PllBlJC STREET ,t 1/lllJT'f CITY OF CARI.SIJAI) F!l.E/PAGE No. 200,f.-0712-163 JULY 29, 2004 ~ Pl/Bl.JC S'rREET ,t /JTllJr'f CITY OF CARlS8N} F!l.E/PAGE No. 2004-0712,f.U .RJI.Y 29, 2004 • NOT£: EXACT LOCATKJN Of £ASEN£Nl INt)£T£RUINI.TE PER SAID INS7R/JIIENT. APPROX/MATE l1JCAllON SHOWN. ,. NOTE: (JPa; 111[' OBJ/CATTON ANO ACCEPTANCE OF MUROS£ OR/'£ ON lH£ f1NAL lrfAP FOR CARLSBAD TNACT 98-10 ANO F1NAJ. MAP FOR CARl.SBAO TNACT 99-06. 'fHIS JlDI WflL 8£ EllM/NA T['f). ,,. NOTE: EASEUENT fD BE ABANIX/Nll) BY SEPARATE OOCUIIENT AFTER SE/1£R 1,/A/N RtlOCATTON COMPl£7£ NOTE!! B.ECTRONIC DATA Fll£S AR£ FOR REFERENCE OM. Y ANO ARE NOT TO BE VSED FOH HORIZONTAL. OR IG17CA/. Sl/Hw:Y CONTRa. ~ CITY OF CARLSBAD I SHJE~S I t====1====1==============================j=====t====t====1===j ~ ENGINEERING DEPARTMENT .., TYPICAi. SECTIONS .t EASEUENT TABLE: CARLSBAD RACEWAY c.r. 98-10 • APPROVED "r 1------;--+-----~------· ----+--1--·+---t-----l .:?r "4,'61 ,,,_..-~~ ll.O'r1l B. HUBBS ;o,µt.t-r/ b-:.-=i--+,.-,----c--cc------------1---+--1---..J.--· ~ CITY ENGINfE:R PEtiiii EXPIRES 12-31 05 DATE' I i-,1~-~ih~-a~7'+,;,c.~..f.l..l,!..l.!\A~S.:.-£.!1lUc_l!:.!L'l:.._ .. __________ +~=-J-....,,..,.,-l--=--c-::=-+-~,....I DWN BY: __ _ DAlE INITIAL l-=OA:..;;lEc:.....i....:::IN:.,::ITl::.:AL=-1-..:D::.:AlE,:::__i..;,:IN::,:lll.::.:A=.L-1 CHKD BY: GVP ENGINEER CF WORK REVISION DESCRIPTION O'IHrR APPROW,I. 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OR VERTICAL SURVEY CONTRa St/RFACE !JIPR(JVDl£NTS, WAIER ~ RECYCl.£/J WA1ER PlANS FOIi: NQTE!I DESIGNED BY: H.R.AB, DRAWN BY• T,G.,G.M, PROJECT MGR.· T.0.C. DATE: SEPITMBER 2004 SCALE: 1" = 4'1 JOB NO.: 98--1012 05 "AS-BUILT ~<2-Je " BENCHMARK: DESCRIPTION: STANDARD STREET SUR~Y MONIJM£NT LOCATION: APPROX. 1400 FEET SO/ITH OF PALOMAR AIRPORT ROAD ON CENT£RUNE OF CARLSBAD RACEWAY UONSHEAO A V£NU£ APPROVED 81' ar. 98-to ELECTRONIC OA TA FU.ES ARE FOR REFERENCE ONI..Y ANO ARE NOT TO 8£ //SEO FOR HORIZONTAi. OR VERTICAl Sl/HV£Y CONTRa.. 2110' Loker .6.venue WeM Suite 100 Ccrlsbad, Colifornic 82001 7!10-9J1-7700 Fax: 760-931-8680 www .odayconsultonts.com Ci'll'il Enginee~"~I Plonnint ProcessiJll Surveyin1 ENGINEER OF WORK: _;-->J,,,t TIMOTHY 0. CARR0U.. JR. DATE: ic/2,..ln RCE: 55381 -····· . ' . ·. :.· -· - P.E. ~~:SS I EXP. 11/Ji/0f, I DATE DATE £L CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 J08+16 ELEVATION: 297.25 M.S.L DATUM: NCVD 1929 A ~-:■g vP~•,c LLOYD B. 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El.ECTRONIC DA TA RlES ARE FOR REFERENCE ONLY AND ARE NOT TO BE ()5£0 FOR HORIZONTAL OR 'f!R llCAL SIJR ',CY CONTRa. DA TE INITIAi. REVISION DESCRIPTION DlHER APPROVAL l:\971DJru7~~Al~.clilg Oct 12. 2II04 2:08pm J(r-efs: 9735o~ 9735m"op. 117~ !17J5:l.-tr; li8n7l./Jl; !ll35autl; !182ZJStR DATE NO 1 2 J ,I 5 6 7 6 ' 2 J ,I INITIAL CITI I\PPROVAI. DELTA/BEARING 1:,, = 12"52'00" N 80'3'1 'SJ" W N ts·s.r•.19• c N 15'5J'Jg" £ N 09'28'o7" £ N 09'28'07" £ N 09'28'07" £ RADIUS 689.00' LENGTH 5,19,5,1' 20.00' 58.00' 20.00' 58.00' 20.00' 58.00' REMARKS 12" PVC ~ Cl 200 HG 700 • • 8" PVC ~ Cl 200 HG 700 • • • • • • • • • • CURB OATA DELTA/BEARING ~= f2'52'oo" N 80'Jt'5J" W N 80'J/'5J" W RADIUS 696.00' LENGTH 1#.62' 156..JO' REMARKS 5• rrP£ ·c· C{JR!I ct GUTT£// • • • • • • SUliFACE IJll'ROVEJl£Nl'S, WATCR ,-RECYCLED WATER PUNS f'Olt CARLSBAD RACEWAY l/0NSH£AO AVENUE APPROVED sr c,,: tJ8-10 .-c::~~ ;-.-·• ;.\ LLOYD 8. HUBBS /t'&./•t/ CITYENGiNE ~ PE13889 EXPIRES 12-31-05 DTE , OWN BY: CHKD BY: .,G...,VccP_ RVV.O BY: <..J PROJECT NO. DRAWING NO. C.T. 98-10 409-1 -8 lJ IL T'' , ;.+ 1.-..-. ~ ~.,, ~""~ t< . : - ' ..:x.t __ :!_' J ... ;:1. ~· 23 £XIS!. 0V£/iH£AD £l£CT/i/C TO 8C R£MOV£D 2710 Loker Avenue Wnt Suite tOD Corlsbod, California 92008 7CI0-9J1-7700 r,a: 760-9J1-8680 www.odClyconeuHonta.com Civlt Englnearing, Plannlnt Proc11s111n1 Surveying \ 25 26 Pf/OPOS£D 20' STOH/1 DRAIN £AS£1,1£Nl P£/i FINA£ I/AP FOR CT 98-10 's1 / ~ :!i ~ i <>;: (j ~ ' I::: ~ " ~~ ~ ~ ~~ ~ ,, EAGLE 'HIVE SEE SHEET No. ff DESIGNED BV: H,R,,A,B, DRAWN BV: T.G . .G.M. PROJECT MGR.· T.0.C. DATE: SEPTEMBER 2004 SCALE: 1" • 4r:/ JOB NO.: 98-1012--00 .. . . . . . -------- 27 28 ---·~----r PLAN -L/ONSHEAO AVENUE SCALE: 1 • = ,ID' "AS-BUILT -:::-:-c,// ,, l------~~-----------1 _P.E. S-S-391 EXP. 1-..111/0.& • 29 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO STREET SUR',fl' MONUMENT APPROX. 14-00 FEET SOUTH OF.PALOIIAR AIRPORT ROAO ON CENTERUNE OF R CAMINO REAi. NORTH COUNTY V£RllCAL CONTROL OATA R-1800 .108+7tJ 297.25 AI.S.L. DATUM: NGVI) 1929 30 40'_ o· 111 liil -----2a SCALE: 1 • = 4r:I SEf SHEET No. 15 FOR STORM DRAIN .t SEHER PLANS SEE SHEET N/J. J2 FOR SIGNING .t STRIP/NC PuWS CAIJTlON II CCl'ITRACTOR TO VERIFY TH£ EXACT LOCA llON OF EXISTING IJTILITIES IN THE FlE10 PRIOR ro CONSTRIJCT!ONI . C£NT£RLIN£ DATA RADIUS LENGTH 2 NB,"1'5.J"W R£CYCL£D WATER DATA NO DELl: BEARING RADIUS LENGTH REMARKS 1 N 80"J1 '53" W 261.77' 8" PVC ~ CL 150 HC 660 2 N 80":JI '5.J W 4:J0.46 6" PVC ~ CL 150 HC 660 I 2 J ' 5 6 .1 WAT£R DATA BEARING RADIUS LENGTH REMARKS N 80":J/ '5J" W 291.71' 12" PVC ~ Cl 200 HG 100 N 80":JI '5J" W J91.46' • • N 09"28'07" £ 58.00' 8" PVC ~ CL 200 HG 700 N 09"28'07" £ 58.00' • • N 09"2801 £ 20.00' • • N 09"28'07 £ 58.00 • • CURB DATA EARING RADIUS LENGTH N 80"Jl'5J W N 80'Jl'5J W N 80'J1 '5J" W NQml 695.lJ 222.77 J60.46' REMARKS 6 TYPE G C/JliB .t C/JTT£H • • • • £l£CTRON/C OATA fll£S ARE FOR REFERENCE . ONlY AND ARE NOT ro 8£ IJS£0 FOR HORIZONTAL OR '.£RllCAl SIJH'tEY CONTRa 1-------t---l------------+----t-----t--;----i ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT J4 1r,, o7 n DA TE INITlAL DA TE INITlAL DA TE INITlAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l:\971035\9735AT05.dwg Oct 12. 2004 i:45ilm xrm: 97J!iol: 97J5amap; 973!5oprct 973!5~etr: 982271.Jn,: 97:fflclutl: !ltl22JS11t SURFACE /JIP/iO'IEJIEHTS, WATER ,t REC'fCLID WATER PLAHS FOR: CARLSBAD RACEWAY l/0NSH£AO AV£NUC c.r. !ltl-10 APPROVED Qr /4, .t(.& ~ J.-r~;.t l.lOYD B. HUIIBS l#/•L /,pt/ CITY ENGINE PE EXPIRES 12-31-CXI DATE• DWN BY: ___ PROJECT NO. DRAWING NO. ~~ ~~: Gi:i C,f. 98-10 409-1 ''A 5 - -".,.'..:-::-:,·--:-"'.::!:~ \• I --· I J r I I -. "' co . \li! NO. 553111 * EXP, la/31/04 ~~ c,v, ~ Q; CAI.I~ --.. ·•·· l ----- 271 0 Loker Avenue Welt SUite 100 Carlsbad, California g2ooa 750-931-7700 Fax: 760-931-8680 www.odoyconsLiltd nta.corn -- . Clvn En~!neerlng Planning Processirt9 S1.1rveylng 32 34 -; PLAN -L/ONSHEAO AVENI/£ SCAlE.· 1" = 40' 35 PROPOSED 20' W/0£--... STORM ORAIN £AS£1,1£HT P£N flNAL AIAI' <:! Ori DATE: SEPTEMBER 2004 SCALE: 1 • • 40' JOB NO.: lllt1012-05 t----------'-------l P.E. S-S-39t · EXP. 1i,/l!/o~ DESIGNED BY: H,R.AB. DRAWN BY: T.G .• G.ll PROJECT MGR.· T,O.C. "AS-BUILT " -:::C_c:2,// c/4,/4-; • DATE ENGINEER OF WORK: A-U.Af TIMOTHY 0. CAAROI.L, JR.' 36 ffi BENCHMARK: DESCRIPTION: STANOARD STREET SURVEY' AIONUM£NT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR • AIRPORT ROAD ON CEN7ERLJ/'JE OF £1. CAMINO R!'AJ. RECORD FROM: NORTH COUNTY VER11CAL CONTROL DATA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NGI/D 1929 37 o· 1o' 40' -----2fl 8D' & SCALE: 1" = 40' N PB'!"o' 21" w N o8'F0'21' w SEE SHEET No. 16 flR STON/,I DRAIN .t SEJfEN Pl.ANS SEE SH£ET No. J2 .t ~ flR SICNINC .t STRIP/NC Pl.ANS CAUllON !I CONmACTrJR TO vfl?IFY THC EXACT lOCA 710N OF £X/SllNC fJT!UTl£S IN THC REU) PRIOR TO CONSTRlJCT!ON/ CENTERLINE DATA DELTA BEARING RADIUS LENGTH I 670.00' 2f.l..09' 2 490. ' RECYCLED WATER DATA NO DELTA BEARING RADIUS LENGTH REMARKS I 2 I 2 J ' s 6 1 8 I 2 J " 6 = 18'/8'28" 656.00' 209.61' 6" PVC ~ Cl. 150 HG 660 N 81'09 'J9" £ 490. 68' • • WATER DATA EARING RADIUS LENGTH REMARKS 6 = 18'18'28" 689.00' 220.16' 12" PVC ~ CL 200 Hfi 700 N 81'09'39" £ 490.68' • • N 06"2J 'o;t' W 20.00' a• PVC ~ Cl. 200 HC 700 N iJ7'#'(Jj ' t SB.OD' • • N 08"50'21" W 20.00' • • N 08"50'2I • W 58.00' • • N 08'50'2I • W 58.00' • • N 08'50'21" W 20.00' • • CURB DATA DELTA BEARING RADIUS LENGTH REMARKS 6 = 18"!8'28" 644.00' 205.18' 6" TYPE •c• C/JHB .f Cl/TT£// 6 = 18"18'28' 695.00' 222.J9' • • N 8!"09'39" £ 490.58' • • N 8!"09'J9 £ 490.58 • • NOTE!/ ElECTRONIC OA TA Rl£S ARE FOR REFERENCE ONl Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR vfRT!CAL SUR',CY CONTRa. 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CENTERLINE DATA DELTA/BEARING RADIUS LENGTH , N 81"09'Jg• E 189.64' 2 t,. = 09"16'-11• 610.00' 108.52' j N 89"JJ'JJ" W JOJ.8,1' RECYCLED WATER DATA -, -NO 1 2 WATER DATA DELTAjllfARING RADIUS LENGTH REMARKS N 81"09'.!9" E 12" flit' ~ CL 200 ~ 100 A,.: /)g'2f"f,l" 65/.00' • • • • SCAI.E: 1• = 4f'J .J " 5 N 89'.J.J 'JJ" W N 08"50'21" W N 08"50'21" W 189.6-1' {()5,,1,1' J/)/.8,1' 2(),(J(J' a• flit' ~ Cl 200 ~ llJO -re DAll: INITIAL S££ SHEET Nil. 11 FOH SlOIW ORNN ,t S£IIE!? PLANS \_~ SEE SHEfT No. .JJ FOR SHlNING .t Slll~ PLANS '\.,- 00/TIQN !! CONll?ACllR lrJ lf7i'FY TH£ EXACT LOCA llON OF EXISTING Ulllll1£S IN TH£ fl£{/) PR/a? TO CONSlR(JCT!ONI DATE INITIAL 6 ' :(Nd 1 2 J ,I 5 6 INITIAL ENGINEER Of WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL t:\fl1IOJ~\g73.'l,AKll!lwg Oct 01, 2004 7:etlaffl Xref!II: 97l:5of: 117J5am,ap; 97J~ 97~*, 97.35Gutl; !IBn'llln. N 00"26"27" E N 00"26'21" £ 58.00' 2(),00 58.()() • • • • • • CURB DATA DELTA/BfARING N 81"09 '.Jg" £ N 81'09'19" £ ~ (}9~-'4-7• 6 09"J&"l7"' N 89".J.J'.JJ" W · N 89".J.J'.JJ" W NQJE!I RADIUS 696.00' 6#.06' LENGTH 189.6,1' 189.6,1' 112.lJ" f 0,1.JO" JOl.8'' JOf.8,1' REMARKS 6" TYPE "G" Cl/RB ,t CUTTEN • • • • • • • • • • El.ECllKWIC DATA FllES AH£ FOR REFFR£NCE OM. Y ANO ARE NOT ro 8£ USED FOR HORIZONTAL OR 'D71CA/. SfJR',CY CONTRa. CITY OF CARLSBAD ENGINEERING DEPARTMENT I 5J4TS I SURFACE IIIPIIOVDIOITS, /YATER ,t lt!CYClED WATER PUNS FOR. CARLSBAD RACEWAY UONSHlAO A V£NU£ C.T. 88-10 APPROVED '1:11' --.... ed.' -~ .• l.lO'ID B. HUBBS J,:,/~L/ml/ CITY ENGIN~ PE~. EXPIRES 12 31 'O!i DITE ~ . DWN BY: ~ROJECT NO. DRAWl~G NO. CHKD BY: RVWD BY: C.T. 98-10 409-1 \\AS -8 UJ L T 1 ' \ I Ess, 12/31/04 civ1 CALl'i ® o.s. ---+----- --- ---"'--+---,l;....+----~--'~"-45 ~--+s-+-t-t----¼--~~ @ 2710 Loku Avenu.e West Suita 100 Cc rlsbod, California 92009 7Ei0-9J1-770D Fci:,.;: 7!!10-931 ~a5!!1D www.adcycorsurtonts.aam - -~ -II'- Chlil Engineertn" Plannlnt Precessing SurveyimJ PLAN -l/ONSHEAO AV£N(J£ 500£: ,. = .fQ' DESIGIIED BY: H,8,.A.9, DRAWN BY: T .G..G,M, PROJECT MGR.· T.O.C. DATE: SEFIDIIIER 2004 SCALE: 1" = 4t1 JOB NO.: 98--1012--05 "AS-BUILT " ..-;;;;-:-<].__,, i:/4~/4 1--------------....:.....I P.E. S-~311 DATE . ENGINEER OF WORI<: -~Cd/ DATE: tc/7.£/ex, l1M01H"( 0. CAAROU. JI. RCE: 55381 - • • -•--""""'-----~ -"«-"".............._,-----c-• ~ - - BENCHMARK: DESCRIPTION: STANDARD STREET SUR~Y MONUMENT LOCATION: APPROX. I-WO FEET SO/flH OF PALOMAR AIRPORT ROAD ON CE:NTERUNE OF. £1.. CAAi/NO REAL RECORD FROM: NOR"TH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NCl1) 1929 CENTERLINE DATA RADIUS LENGTH 25',J'JJ" 51aoo· JOI). • /?£CYCLED WATER DATA NO DELTA ING RADIUS LENGTH REMARKS rt 10' 4d --~-20' SCALE: 1• = 40' SEE SH£IT No. 18 FOR STORII /JIWN ct SUCH PLANS SEE SHEET No. J.J FOR SlrJNING ,t STRIP!NG PLA!(S CAUllON II CONTRACTOR TO '.£RIF'f TH£ EXACT LOCA 7J(Hf OF EX/SllNG llll11TIES IN THC Fl£J..O PRffYi TO CONSTlWCTKWI ' 2 I 2 2 .J ' = 2S4J'.J.J" 299.17' 656, 00' 29,1.5,• 6 PW: ~ CL 150 HG 660 • • WATER DATA N 89".JJ'.J.J" W Li -25' 43 'JJ N 00"26'27" £ N {}()'26'27" RADIUS LENGTH 299.17' 689.00 J09 . .J6 20.00' 58.00' REMARKS !2" PW: ~ Cl 200 HG 700 • • 8" PW: ~ Cl 200 HC lOIJ 8" PVC ~ Cl 200 HC 700 CURB DATA DELTA BEARING RADIUS LENGTH REMARKS N 89"JJ'.J.J" W 299. I 7' 6" TYPf •c• CURS ,t Cl/TT£N N 89"JJ'.J.J W 299.17 • • 6 = 25'43'JJ" 6,f,1.0(}' 289./6' • • 6 = 25•43'3J" 696.(JQ' 312.50' • • NOT£!! ELECTRONIC DATA fll..£S AR£ FOR REFERENCE ON/. Y ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERT1CA1 SIJRl£Y CONTRa. ~ CITY OF CARLSBAD ~====:====t============================j====j====1====1===j l_Lj ENGINEER1NG DEPAR1MENT 3 1;, Dl 71! A5-BVfl..T CA1E IN!ll,IL CA1E IN!llAl. CA1E IN!llAL ENGINEER OF WORK REVISION DESCRIPTION O'JHER APPROVAL CITY Al'Pf!OVAL t\9710Jll\97JMJOl.dwg Oct 01, 2DOt ?:5l!MI Xrefli; !l7lSlii: Q7J5ama,. ll735cp'o; .i1.3501tr; 973Swll; 9.B227IJ1l; il7.35Atm Sf.lHFACC !ilPl{()'lf1iENTS. WATElf .t IIECYCI.ED WAlCR PWIS OWN BY: CHKD BY: RVWD BY: CARLSBAD RACEWAY lJONSHEAO AVENUE C.T. 98-10 V.: . c •-' Ll.0'r1l B. HUBBS /~~~,.'/ PE 3889 EXPIRES 12-31 05 DP,~ PROJECT NO. DRAWING NO. C.T. 98-10 409-1 ''AS -BUILT'' l 49 ., 50 20' W/0£ STONM /)1/A/N (ACCESS) £AS£M£NT PEN FINAl JIAP .t S£W£N ACCESS EAS£Jl£NT TO CITY OF VISTA ~ 0) ~ 's_· -.,.. 0 ~ !---ft,r-&-L¾..L--~ ~, ~""--~i -:~I_~ f ll\s 1:: ... ( 'i '-' f iit~ :;: '"'. ' ' . ,./ ;;: . .... !~ ~; ~~ lii <J ~~ SH«TNo. 20 51 2710 Loker Avenue Welt Suit■ 100 Carlsbad, California '!:l2008 7so-0J1-noo Fo:t: 760-931-8680 www .od"Q)'eonsutto-nts.oom :t @ Civil Eng.ineetin,g Planning PrOCl.lssing Surve)'ing 52 . . .. .. "' .., .... 5J 54 @ ,,.. ...... PLAN -l!ONSHEAO AVENUE SCAlE: ,. -,f{1 DESIGNED BY: H,R,AB, DRAWN BY: T.G .• G.W. ~ROJECT MGR.· T.O.C. DATE: SEPIEMBER 2004 "AS-BUILT SCALE: 1" • 4fl a ,c-_,,,. .,r JOB NO.:98-]012::05 --"'=~""-·~--'==_.,I 1--------------a P.E. 5'<; 3SI EXf. (1.(11 /08 ' ENGINEER OF WORK: ~0/ TIMOH'/ 0. CMROU., JR. REVi,,WED BY· , ,4 DATE: llf~O\' _/,o/,".4-JJ f v-_At, ~ RCE: 1 INSPECTOR 55 ti DATE 56 51 ~-~~-~ ...,_.:_ "~:;__...·· .... _,,. -~---------1 EXIST. TYPE 'A·,t' C.O. 453.04 FL i "fll (;H, OF WA'< PERMl'T l,eQUIRED 'TO BE: l'!.tUED E,'tTI\E CITl' OF VIST', PR\0?.. TO WOfli,<, , BE\t.lG. DONE." 'kJ,o' NO , 2 .1 " 20' 40' ;., ----±:.. __,._,,.. 8" SUND FZANC£ ----------- ===•~·==•==::•~~::::::• ;:~~=============~5.~5~+,i,~5 £NO V./.0. SYS!£/,/ 8" PJ T££ .t T.8. ~ (C.11. W.O.} I \ 55+15 8" PJ T££ .t T.8. {C.1,1.W.O.) V.1.0. INSPECTION R£01//NEI) N£JIOV£ £KIST. £MJ CAP 10' • INSTAl.l. 8" G. V. WITH 1NiniAur 1:---ill l0CK-01/T 0l'V/Cl CLOSED} r£XIST. 6.0. TO H£/,/A/N ~ w---w-'.....@.!l--l'--£,r1sr. a· ACP 5S ~ • {V.1.0.} ---1-__ 8_G.J.__ _ __ _ __ 8" PVC {C.11.W.O.) 1" COl'PEN Wl!H 0IIAUfY SAMPUNG ~TION (V.t.O,) --~- . . . -g .. ., . . . • -----------+-- OETA/l NOT TOSCA/I L RECYCLED WATER DATA WATER DA TA C.M. W.D.} DELt BEARING D. -06"()7'48" N 58'35'06" £ D. -(Jf'.17'02" N 56"58'04" l RADIUS LENGTH REMARKS 656.00' 10.18' •• PVC: ~ Cl 150 HG 660 365.79' • • 622.00' • • • • 'RLIN£ DATA RADIUS LENGTH 670.00' 11.58' 2 N 58"15'06" £ 578.91' 26.27 .J 600.00 C.l'TY OJ' V\S,A ~\,-.lot. ;~t>t.S !\Cl EXPIF<E'S ~ CIT'( £1-lGINEE 2 1 4 5 6 7 8 9 10 11 1 2 J 4 5 6 7 8 g 10 t; -0./"l.f'Si N 58"35 '06" £ N J1"24'54" W N J1"2-1'5.I" W N J1"2-1'5-I" W N J1"2-1'5.I" W N 58' JS '06" N J1"2-1'5"" W N S. "J: '6" £ N 16"54 85" f EARJNG 6 : 06"07''8" 6 -06"01'.II N 58"3.5'06" f N 58"J5'06" f D. -Ot"J7'02• D. = 01"49'04· N 56'58 '04 • £ N 60'24'10" £ t:. = ors2'J.J• D. -OJ"05'f6" IUS LENGTH REMARKS 22.82' 12 PVC: ~ Cl 200 HG 700 0,89' • • 5,(J.J2' ~05 3 ' l • 20.o/J' .. 8 PVC ~ CL 200 HG 700 58.IJO' • • 20. ~·-1----_:::• ___ ::.• -----1 58.00' JJ:74' 6.J:71' 22. ' JO.U' 238.00' 35.-11' J4.7J' • • • • • • • • • • 12" PVC ~ Cl 200 HG 700 8" PVC ~ Cl 200 HG 700 • • CURB DATA RADIUS LENGTH REMARKS 6-1-1.00' 6tJ.!!O' 6" TYPC •,;• Cl/RB ct Gl/rTER 696.00' 4/H,' • • 165.19 • • --J10. 15' • • 6/0.0()' 17.22' • • 6/0,0()' 19.15' • • 212.02' • • 169.45' • • 632.00' 20.69' • • 568.00' .J0. 61' • • SCALE: 1• = 40' ( 5ff SHEET No. f9 FOR STORII ORA/N .t ~ PLANS) SE:£ SHEIT No. JJ FOR SfGNIN(; .t STRIPING Pl.ANS N 43• S/'/5" E Ji;., II'~ 18" l'IC P ~~2.?"11N• BENCHMARK: DESCRIPTION: STANDARD STREET SURl£'Y MONUMENT LOCATION: • APPROX. 1400 FE:ET SOI.ITH OF PALOMAR AIRPORT ROAO ON CENTERUNE OF El cAM!NO REAL RECORD ffiOM: NORlH COUNTY 1£'R7lCAL CONTROl OATA R-1800 .J08+76 ELEVATION: 297.25 11.S.L. DATUM: NG'ID 1929 CAlJTION II COl{TRACTf.N? TO l6tU"Y TH£ EXACT LOCA llON OF EX/SllNC IJlllJ TIES IN TH£ fl£l.D PRIOR ll) cavsmtJCTKN NQTE!I ElECTRONIC DATA f7/.£S AR£ Fa? REFERENCE ONl r ANO AR£ NOT TO BE IJSF:IJ Fa? HORIZONTAL OH 'tlE'Rl!CAL SI/HITT' CONTRa. SH/EOET CITY OF CARLSBAD I SHEETS I t----t----;--------------1----+---+---1----l ENGINEERING DEPARTMENT J4 1------1--+----------------l--+--l----l----l 1/lt.f TORM DRAIN DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL t\9710JS\9735A1t0.~wg O<:l 01, 2004 7:SBc,,i Xn,hi; 9T.li5<ilo !Jn:iomllp;; g7J5oprc; 973~i=lr; UJ5autl; 9872PLAH; 9Bii7U'll SUNFACC IMPHOV£11£NTS, WA 1l7i • K£CYCL£1) WATER PLANS FOIi: CARLSBAD RACEWAY UONSH[AO AV£NIJt APPROVED dY' ~ CITY ENGIN DWN BY: __ _ CHKD BY: (,V~ RVWD BY: tM,l C.T. !16-10 • ~;,.. WJ\'D B. HUBBS / ~~kt EXPIRES 12 ~1--05 oK-rE PROJECT NO. DRA\MNG NO. C.T. 98-10 409-1 1 ' I •' . .. -,;~,-! ' ( rfi'€SS1 55381 1>,10,,,.. /Vl C,,,LI I " I I II I I I~ "' I I '~ Ii,; I --. -------------.... -------------------- 11 ..... ® ..... !,,: <,j I/ ' fl ----"' 12 13 II I I I I I rt to' 40' 2fl SCALE: 1" = 40' CENTERLINE OATA I RADIUS LENGTH ,12. I' Bil' RECYCLED WATER DATA NO oa1 BEARING RADIUS LENGTH REMARKS I N 09"28'07" £ 429.01' 8" PYC ~ CL 150 HC 650 WATER DATA NO BEARING RADIUS LENGTii REMARKS I N IJ9'28'o7" £ 39/J.82' 12• PYC ~ CL 2/JO HC TOO 2 N 80'31'5:J If 2/J.OO' 8" PYC ~ Cl. 200 HC TOO J N 80"J1'5J" If 58.00' a• PYC ~ Cl 200 HC 7(}(} CURB OATA DELTA BEARING RADIUS LENGTii REMARKS I!,. = !!()"/JO '(}(J" J(J,()(J' ,,. 11' I Tri'£ "Ii'" CURB ~ riUTTEN --t. = 90"00'00" JO.IJ()' 41.12' • • 2710 lbker Aver1ue West S1.1ite 100 Car'!!tbed, Colifamla 92003 7150-931-nOO F1a: 750-931-8680 www .od'ClyconautkJ'lta.com Civil Er>gineeri1tO- PTannf"111i PrDCessing St.rveylr,g ;~-~- DESIGNED BY: ltR . .A.B, DRAWN BY: T.G.,G.ll PROJECT MGR.: T.O.C. DATE: SEPTEMBER 2004 SCALE: 1° • 40' JOB NO.: 98--1O12-0!i - iD- PLAN -£AGL£ OR/VE "AS-BUILT ---=-0// SCA/I: 1• = NI ,, _c/2;/4-> BENCHMARK: DESCRIPTION: STANDARD S!T?EET Sl/R'IEY MONUMENr 1-------------------1 P.E. S">J~I EXP. r-z/11/08 DATE -LOCATION, APPROX. 1400 FEET soum OF PALOMAR AIRPORT ROAD ON CENTERUNE OF . ENGINEER Of WORK: TIMOTHY 0, RCE: .----·------- El CAU/NO REA£ RECORD FROM: NORTH COUNTY 'IERTlCAL CONTROL OA TJI R-1800 J08+76 ELEVATION: 291.25 M.S.L DATUM: NGW 1929 I SHEET Nr,. 12 Fa? SEllf!I .t STORII DRAIN Pl.ANS SlI SHEET Nr,. J2 Fa? S/CNING .t SlRIPIN(; Pl.ANS !H SHEET th. J fl:W EASEIIENT NOTES C4/JllON II CONlRACTfR TO 'B?JFY THE EXACT LOCA llON (T EXISTING /JTHJllES IN TH£ Fl£lD PRICW TD CONSTR/JCllCN! N IJ9'28'/JT" £ 352.72' • • N /J9"28'oT" £ J50.8!J' • • NOTE!/ flECTRON/C DATA Fll£S ARE FOR REFERENCE ONLY AND ARE NOT TD BE USED FOR HORIZONTAL CW 'El?llCAL SUH',£Y CONTNa. l-----l----+---------------1------+------l-------4------I ~ CITY OF CARl.SBAD I SHEETS I l_llj ENGINEERING DEPARlMENT J,1 DAlE INITIAL DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRQV,\l CITY APPROVAL i:\rmOJ.5\97J5..Vltdlf!I Ott 12, 2004 2:~ li'.fefs: 973!:iAli 9735A5111; 9735.Wn.; 9735AMAP; 973:.APAG SURFACE 111Pf{{}Vfll£NTS, WATCR ,-l/£Crr:J.ED WAIER PLANS FOR: CAHLSBAO RACEWAY EAGLE ON/VE APPROVED II' c.r. 98-10 ~-# ";li'-' 1,r.:;."-·• /4 lLOYC 9. HUBBS 1i>/y !,;.ti CITY ENGIN R ~~23889 EXPIRES 12-31.:.05 DATE' DWN BY: ---PROJECT NO. DRA~~NG NO. CHKD BY' G'J;S RVWD BY; e;. C. T. 98-f O 409-f .. "I"' f':t - --;--~.!------; i -· 6 i ' i ' i ' 20' Wll!E STORM DRAIN EASEMENT PER FINAl MAP QFESS1 ,.;: "' -;; ~. ~ NO. 55381 ~ * EXP, 12/31/114 * :'q)e CIVI •~~ OF c,.l\{O"'::.. 2710 Lokeer Avenue Wl!9t S.uite 100 Carlsbad, Califomio 92008 760-931-7700 Fo11~ 760-9..31-8680 www.odayconsultants.com Civil Engineering Plonnint Processi~I SurveylnQ I DESIGNED BY: H.R.,A.11, DRAWN BY· T.G .• G.Y. PROJECT MGR.; I,O.C. ENGINEER Of' WORX: TIMOlliY 0. CARRa..L., J 10 ~ ~ " I I r,,; ' It~ Iii ~, II I I I~ ~ ' t· ")> "' I ~ II I I '~ /~ 11 I -,. ~ ~ ,, ~ /,t ~ "" -- 0 PLAN -EAGLE OR/VE SCA/.£: 1• • #J' "AS-BUILT " DATE: SEPTEMBER 2004 SCALE: 1· = 40' --;C_ Ce ,/..2.,/4".) JOB NO.: 98-]!ll2-D:i . I p,E. f",J91 EXP. 1~h1/o& DATE RA EO 84 /1/4 Ll/4~a DATE: ,0 ~ ,~ . ?I,..: RCE: 55381 l~sf>ECTOR DATE l¾i.liM.;:t14\i_Z:...,;:; . 1.J ------------------------------,,.__ --/fl--.. -- 13 BENCHMARK: DESCRIPTION: STANDARD SlREEr S/JR'IEY MOMJMENr LOCATION: APPROX. 1400 FE'ET SOIJTH OF PALOMAR A/RP.ORT ROAD ON CENTERLINE or. El CAMINO REAL RECORD FRO~: NORTH COUNTY 1£RllCAL CONTROi. DA TA R-1800 308+76 ELEVATION: 297.25 iii. S.L. DATU~: NGVf) 1929 - O' Io' 40' ---2a SCALE: I" = 40' SHEET No. 11 RJR SURFACE /!.IPROl£MENT PLANS SEE SH££T No. J2 FOH SIGNfNC ,t Sll?IPING PLANS CAlJTlON II ClWll?ACTCW TO VEHIFI THE EXACT LOCA llON fY £X/ST!NG llllL/77£5 IN lH£ FlELO PRIOR TO CONSTRtJCTION! CENTERLINE DATA RADIUS LENGTI-1 412.81' SEWER DATA BEARING RADIUS LENGili REMARKS • • STORM DRAIN DATA BEARING RADIUS LENGTI-1 REMARKS ' • • 66• RCP 1859 D ~- 2 N 11"0-1'5.J" £ 80.71' 60" HCP ~ !J5IJ-O u J N ~-29'01· £ :UIJ.79 -19• HCP ~ 135/J O •• ,# N 75'39'-IIJ" W ,2.,0· 2·1" HCP ~ I 350 0 5 N 59'12'()8" E 5.51' 18" HCP ~ 1350-D 6 N 80"Jl'5.J" E 20.15' 24" HCP ~ 1350 0 •• VSC ~/lOO PSI CONCRfT( WITH I 1/J" IJ(TW££N /NS/lJC FACE ANO REINFORCING 1 N //;'00'13" E --7.43' Go" Ref ~ $ WI\ TE?,-1\Q\\T JOI I', TS NQml ElECTRONIC OATA Fli.£S ARE FOR REFERENCE fR. Y ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL OR 1/ERllCAl SVRl£Y CONTRa fSHRl7 CITY OF CARLSBAD I SHJE.~TS I E------ll-----+------------------11-----+--l----4---l Ll£j ENGINEERING DEPAR1MENT ¥ .._--+---1-------------------+----'-+----ai-----a,-,_--I DATE INITIAL DA TE INITIAL ENGINEER OF WORt< REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL l:\9710l5\97J5Al12.dwg Oi:t 12. 2004 2;:1- Xnfa: 'l.735At; 'IU~ 97J5A.Ull: ~7J5Al,WI: 9735APRQ ------,.-- SEWER f'WfS ~ PIJ8IJC STOHi/ DRAIN PLAHS f0/1: CARLSBAD RACEWAY £AG/.£ OR/VE C.T. !IIJ-10 APPROVED SY' , <-g .,...,..~~ LLOYD B. HUBBS/~,{W..,'I CITY ENGIN PE EXPIRES 12-31-05 )ATE OWN BY: __ _ PROJECT NO. DRAWING NO. CLJKD BY: RVWO 8Y: C.T. 98-10 409-1 -14 g_- . ;,,-" ·-;.: '-;.; .. ~,; . -.-, - , i ' r ' ;-:; r:"' . ~--~ -;~l!----·-' J / \ .. ···-··-·-·· -.. ........ 1 ........... .. ' ., .. -... -, ' ' ··.:. ....... !." .. ".'." .. 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OH 1£R71CAL SI/RVEY CONTRa. PLAN -L/ONSHEAO AVENUE 2710 Loklir A.veni.Je West Suit. 100 Carlsbad, California 92001 760~931-770D Fox: 760-931-13680 www.odciyconsuftania.c0n'I s CiYil Engineering P!annlng Processil'IQ Surveying DESTGNEC BY: H,R • .A.B. DRAWN BY: T.G.,G.11. PROJECT MGR.· T.O.C, ENGINEER Of WORK: ~ .c=~/ llllOllfY 0. CARROU, JR. DATE: SEPTEMBER 2004 1• -,.., SCALE: ~---"'~-- JOB NO.: 118--1012--05 DATE:td~ RCE: "553111 SCA/.£: 1• ~ 40' "AS-BUILT ~C-/ EXP. J-Z/11/ot,· 1ifs'PECTOR I ,. DATE DlTE BENCHMARK: DESCRIPTION: STANOARO smrrr SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOllllf OF PALOAIAR AIRPORT ROAD ON'CENTERUNE OF El CAMINO REAL RECORD FROM: NORllf COUNTY VERTICAL CON-rT?Ol DATA R-1800 J08+76 ELEVATION: 297.25 AI.S.L DATUM: NG'AJ 1929 /f\ DATE INlllAL DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL 1:\S171oJ5\Q7J5An4 .. dwg Oct 12, 2fiM. 2:iapM Xr@fa: 97.Jfut 97J5om•; 9735apro; 97l5astr: 9B227U1l; 9735ciull; 9B223Sll CITY OF CARLSBAD ENGINEERING DEPARTMENT SEWER PLANS ,t PlJ8/.JC STOHJI OHA/N PLANS FOR: CARLSBAD RACEWAY L/ONSHEAO AVENUE APPROVED 81 • C.T. !18-10 ~~ s-----g,;4. llOYD B. HUBBS /~~ CITY ENQN R PE EXPIRES 12-31-05 DTE OWN BY: CH KD BY: _cG.,vu:P:,..._ RVWD BY: &,'I!!__ PROJECT NO. C.T. 98-10 DRAWING ND. 409-1 'l -· I--;;; '<i'' ~' -~?t i I$ ·.-, ~ ",.,. ·~--'1 '!!'·· ""··· --:-.t• I / I I I·--.. ·l·_·_-· _ _--__ ... _1.--.... 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DAlE: S~ 2004 SCALE: 1" • 40' JOB NO.: 9(1-1012--0!I SCAlE: ,. = ,I()' "AS-BUILT .,.~ CJ - f----------__:_---1 P.E. f~'J'iJI -EXf>.__fl/31/oS • ENGINEER OF WORK: REVI ED,~ /JI . ~✓-~-:;:-~r=~ ••-ef~-'--__Q!D"'rr!l'E:~· /~c/~'l¥£'i!!!JOI/ ---,:c~-!~A.~cu~/J._...(,l_._,._,_{..!. '),.!!/,4',.'.,.~'--- TIIIOlHY 0. ~ JR. RCE: 55381 l~s'f>ECTOR ,, DATE ;o/z.o/4t • DATE , \ BENCHMARK: DESCRIPT!O~: SrANOARO STREET SUR'IEY MONUMENT LOCATION: APPROX. 14()() FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENT&LJNF OF El CAMINO REAL RECORD f'ROP-f: NORTH COUNTY 'IERTICAL CONTROL DATA R-1800 308+78 ELEVATION: 297.2!! 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OR VER71CA1. st/RITT CONTRa. fSHKrl CITY OF CARI.SBAD I sH~~s [ ~====:~===:==============================~=====~===::;~====~===:::: ~ ENGINEERING DEPAR1MENT .1• 311, 01 re 1 5-BVILT DA TE INlllAL DATE INlllAL DATE INlllAL ENGltlEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l:\ll?t0J:M73&!ff15.dq Sep 2~. 100,f, 1:2.,,,,, Xrefs: 97.'.&I; 1735amc,p; 97J5opro; Q.735ottr; 117l5awl SCW£II PWIS ~ PU8UC STOliJI DHAIN PlANS F7Jlf: CARLSBAD RACEWAY UONSHEAD AVENUE C.T. 98-10 APPROVEDdr ;t: ~ ~; ;:S, WlYD B. HUBBS/•~~/•" CITY ENGi ER ~3889 EXPIRES 12-31-05 D~TE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 98-10 409-1 ''As -BU IL T'' C --- ' ' i::- f; Jci:·, ~h•;.. ,.:..'t.: t· '.:!..'....._ ___ _ .,- ' i I( / l,1_ 1 .. " ~,-1~ ~"' -~:_-:_ ' J 1 ... , •• _··.:· .... :·.:· ... ··::._:: .. :·· .. ···.:· ... :··:.:: ········ .... . ... , .. , .. . . . "" .. :.:·.:· ......... ,""[' ........ :·.:· .. .:::::::: ""' .. . :· ... ... , .. ······· ·-·-···· -··· ..... .... ··.:· ..... .. · .. ,·.· ·:··.:· ........... ··i··· .. 31 38 @ 2710 Loker Avenut West Suite 100 Carls:lad, California 92008 760-9::ii-noa F'cx: 750-9J1-BeM» w·n.odgyoonsultants.cam s Civil Engineering Plannin9 Processing Su.rveyll'IIJ ' Jg 40 1 PLAN -L/ONSHEAO AVENUE DESIGNED BY: H,R,,A,B. DRAWN BY: T.G.,G.M. PROJEqT MGR.: T.O;C. ENGINEER OF WORK: SCAL£· ,. -40' DAlE: SEPTEMBER 2004 SCALE: 1 • s 40' JOB NO.: 911:-1012-05 ~ ~-ti TIM°mHY O. DATE: rDl~Jc,, RCE: 55381 "AS-BUILT ...-;-C?4 , , . INSPECTOR " c.1~t/o> DATE . . . . _ ..... ~-~--.,,___._sll,-'-"-----'. 42 BENCHMARK: DESCRIPTION: STANDARD STR££T SURVEY MONUMENT ..DCATION: APPROX 1400 FEET SOIJ711 OF PALOMAR AIRPORT ROAD ON Ct:NTERUNF: OF £1. CAMINO REAl. RECORD FROM: NORTH CO/JN 7Y VERTICAL CONTROi. OA TA R-1800 308+76 ELEVATION: 291.25 M.S.L DATUM: NCVD 1929 o· , o· '2" ; 20 SCALE: 1• = 40' ... } ~ .., ...... , ...... . • ·1 "" "' •r.: .. :-:: .. ,J . ... .. . ... . . . :. . .. '• -... l···.i- ·-···"f .... .. 1 .•.... SEE SHEU Na. 8 Fa? SJJRFAC£ IIIPROI/EMENT PLANS SEI SI/ITT Na. .J.J FOR SIGNING .t Sll?IPING PLANS fA(fTlON !I CONTRACTOR TO ',£R/FY TH£ EXACT . LOCAllCW tT £)(}SUN& IJllUllES IN lH£ RB.O PHfOR TO CONSTRIJCTIOH ... ..... ······1·· .. , ... · .. .. .. . ... . .. + .. ,... .. . .. .. . .... ,.. . ... ".': .. . ......... , .. .. .. .,/, ....... . . ...... '..:::.:::.~ ff.:-~:: . "" ·" ".I'."' . .... ',''"'.",'','',",'','','', .... :·:·. . .. .·.:::.· . ... : .... ..,. C£NT£Rl/N£ DATA (NO) DELTA/BEARING , 2 J RADIUS LENGTH S£W£R DATA~ ~ DELTA/BEARING RADIUS LENGTH REMARKS 1 N 8/'09'J9" £ 2 N 8/'09'J9" £ J 6 -09"16',7" 670.00' , N 89"JJ'J.J" W 5 N 89'.J.J'JJ" W 76.()9' 108.55' 108.52' 69.J'' 227.50' • • • • • • • • STORM DRAIN DATA @ DELTA/BEARING 1 1 J ' 5 6 7 8 9 10 II N 8/'09'J9" £ N {Jf'(JJ'JI" ( A -ng•i6''7" ► N 89'JJ'JJ" W H 89'J.J·«• H 89'JJ'JJ" W N 08'50'21" W N 08'50'21" W N 08'50'21" W N O(J'26'27" W " nn-•~•.,• r • WAT£8-llGHT JO/HTS RADIUS LENGTH REMARKS 689.00' SJ.Of)' /JZ.6J' 111.59' 10.()7 155.09' 118.68' ,.25' ,2.25• 54• RCP -1550-1)• !JJO-(J • • • • • • J6" HCP 1550-0 •• 18" HCP -IJ50-0' 18" HCP ~ IJS0-0 • • 67r51>, /)&.CO' .J • 12':iff JO" HCP ~ • • /J50 O' ... """" ..:_ .. ·:··:-: •• /JS[' soao PSI CONCR£T£ WITH I 1/2" 8£TW['O{ INS/{)[' FACE ANO REINFORCING. NOTE!! ELEC1RCHIJC OA TA RLES ARE FOR REFERENCE ONl Y ANO AH£ NOT TO 8£ IJS£1) FOR HORIZONTAL OR '£RT/CAI.. SIJRl£Y CONTRa. [SH]ffil CITY OF CARI.SBAD II SHEETS I l----+---+-------------~f----+---+--t-----1 ~ _ ENGINEERING DEPARThlENT . J4 l----f--+----------------f---+---1f----+----t A, AS-8VI/;,( DA lE INITIAL CAlE INITIAL CATE INITIAL ENGINEER Or WtlflK REVISION DESCRIPTION OlHER APPROVAL CITI' APPROVAL t; \sno~\117J51U17.d"'i1 oet 01, 2004 &2!kinl :V.fs 97JSol; 9735amcp;; 97J5apro;, !l?J5wr: !!B27?IJTt,; tn:lwl SEWER PLANS k PIIBIJC STOHJI CRAIN PLANS FOIi: CARLSBAD RACEWAY UONSH£AO AVENUE G:T. 96-10 APPROVED II 'I" ~--e.~ ,e i,K. -::,..:4 LLOYD B. HUBBS ~j/.,.,, CITY ENGINE~ PE ~ EXPIRES 12-31-05 DTE . OWN BY: P'IOJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 98-10 409-1 { 4.J I I 15' W/0£ STORII OKAIN (ACCE:55)·---::,:--..., £AS[ll[NT P[/1 nNAL IIAP ,t ' ' CITY OF VISTA SEWER ACCESS EAS£11£NT@j @ \ \ .... .... 45 .... .... 46 ® --------, . 9 -w-- I o.s. - 45+40.93 ti 83.73' NT Cl TYP£ 'F' C.B. .... .... 41 PLAN -l/ONSHEAO AVENUE 2710 Loker Avenue Wm Suite 100 Carlsbad, Califomla 92008 750-931-7700 Fax: 760-931-8680 www.Ddoy<:onsultonts.com CMI Englm111rfng: Pfonnlng Processin~ SuNeylng . ,. = 40' DESIGNED BY: H.R.AB. DRAWN BY: T.G .• G.11, PROJECT MGR.· T.0.C. ENGINEER Of WORK: TIMOTHY O. CARROU. JR. DATE: SEPTEMBER 200:4 SCALE: 1" ~ 4f/ JOB NO.: ~-1012 05 RCE: 55381 i'NSPECTOR 48 "AS-BUILT Ga EXP. 11.(1//08 ' --·--~---' -----· 49 \ \ IL_-✓' " DATE . DATE rt -10' BENCHMARK: ' ········· .. · .... 50 4(f DESCRIPTION: STANDARD STREET SURvE"Y MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAO ON CENTERUNE OF El CAJJINO REAL RECORD FROM: NORTH COIJNTY vE"RTJCAl CONTl?OL OA TA R-1800 J08+76 ELEVATION: 297.25 IJ.S.L DATUM: NG'ID 192!1 -•-· ······ .:·.:·.J.. .. :· ................... .. ········ ... ·· .. ·.:: . ····· . -.:.--·· . ::::·· .... 1 ••••••. j ".:·.:·.·.·l.': ... :... / .. : .. :I···· .. .. ... . ............. ··· ...... · .. ~·•c· "---\--+'-.. _· .. -·· .... : ...... DA lt INlllAL ENGINEER OF WORK SEC SHEU ND. 9 FOR I.IIPR01£1/ENT PLANS SEE SHEET Na. JJ FOR SIGNING ,t SlR/PINC Pt.ANS CAtmQN II CONTRACroR TO ',CR/FY TH£ EXACT lOCA T/ON fT DrJST/NG IJTIUTlES IN THE RE11J PRfOH TO CONSTRIJCTIONI DA lt INlllAL REVISION DESCRIPTION OlHER APPROVAL l:\9710J5\97J5Al18.dwf Oct 12,, 20IJ,I. 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""• ~ r.AUTTON II CONTRACTOR TO VERIFY THE EXACT LOCA 710N fT EXJST!N(; Vll£/71£S IN THE flB..O PR/OH ro CONSTRIJCllfN •• 2 N 50-51'28" W 213.91' • • •• J N 48'J2'J,J" W 95.lJ' • • , 6 = 1,19'09• 200.00· 60.,0' • • + 5 N 65'50'"2' W 68. 611 • 6 N 40'00'18" £ 98.00' 24' liCP 1850-0 /IS£ 5000 PSI CONC/?£1C WITH 1 1/2" 8£TW££N INS/0£ FACE ANO NEINFORCI~ 9£V[l£0 ON£ £NI) NOTf!J El.£CTRONIC DATA Fll£S AR£ FOH R£FER£NC£ ONLY AND AR£ NOT TO BE IJSE[) FOR HORIZONTAL OR VERllCAl SURVEY CONTRa CITY OF CARLSBAD I 5J45 I ENGINEERING OEPAR1MENT PUIJlJC STORJI OIWN PWIS FOR: CAHLSBAO RACEWAY STORM DRAIN ~' APPROVED UY c.r. 98-10 .A.. ~ kY= ·4 LLOYD 8. HUBBS ,~/.,)' CITY EN~R PE 0 EXPIRES 12-31 05 D '"E DWN BY: PROJECT NO. DRAWING NO. DATE INl11AI. 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STORM DRAIN DATA ~~DEL~:t~rA~/B~E'ARl~NG~RAD~IUS~LE~N~GTH~=~R~EMAR~KS~=~ I N 75'17'27' £ 68,(}{)' 72' RCP ~ .2()(J()-/) 2 N 75'l7'27' £ 316.90' • • •• 3 /JI 15'17'21' £ 123.29' 72" RCP ~ 1550 ()#• •• /JS£ 5000 PSI CONCRETE WITH I 1/2' 8£TW££N INSf0£ F.4C£ AND RONFORCINS NQm1 ElEClRfNC J:IATA fllES AR£ FOR R£FElrENCE ONl. Y ANO ARE NOT 70 8£ IJSE/J FOR HORIZONTAL af ';fRTICAL S/JR'EY CONTl?a. · CITY OF CARLSBAD ENGINEERING DEPARTMENT PIJ8lJC STOHi/ 0/WII PUNS FOR: BENCHMARK: CARLSBAD RACEWAY STOHII DRAIN 'C' JESCRIPTION: LOCATION: RECORD FROM: EL::VA TION: STANOA/?O STREET Sl/R'EY AIOMJMENT APPROX. 1-100 FEET SOUTH OF PALOI.IAR AIRPORT ROAD ON CENTERLINE OF El CAI.I/NO REAL NORTH COUNTY VERllCAL CONTROL DATA R-1800 308+78 297.25 11.S.L !JATUM: NCVD 1929 DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 1:\!l710~\m35Al2.$.~ S8ri 2l, 2004 4:,._ :Xrafs: i7JSAI; 9735.ttSfR; '9735~~ S'7351'PRO: m27UTL; S735AGRD; i7l51P06; 973!:1P06; iB2:2PlAN; 97~.i "?· .:~ ~ ......... ~--_,.,____ ~---------------------------c'"'>·•··~,,. c.r. 98-10 APPROVED.If)"" ~~~~L 1--e---_;-~ t.lOYD B. flUBBS ;.:,,l,.s./4,~ CITY ENGIN~ PE-"?3.1!811 EXPIRES 12-31-05 D.ATE ' DA 1E INITIAL OAlE INITIAL 01HER APPROVM. 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ENGTNEER OF WORK: .::,;: CATE: SEPTEMBER 2004 SC"'-.E: 1" = 40' JOB NO.: 98--1012-05 --............. . ·· .. ···· .. ~ , .. --.. --.. ·•·· .. ·:: -r....,. - E:XP. I-z.11I /of • DATE LOCATION: APPROX 14IJO FEET SOIITH OF PAL()l,IAR AIRPORT ROAO ON. C£N7£Ri../Nc CF a CAAi/NO REAL RECORD FROM: NORTH CO/JNTY f£RllCAL CONTROl OA rA R-1800. 308+76 ELEVA~ION: 297.25 M.S.L DATUM: NG'ID 1929 - X 9 10 I I o' 1D' liiii 2& w SCA!.£: 1" = 4a SEE SlfiIT Ho. 29 fl¥? VISTA $/EH Pt.ANS CAlJTIQN II CONTRACTOR TO YER/FY lHE EXACT lOCAllON OF EJOSTING UT/LJllES IN lH£ F1E1J} PRIOR TO CONSTRVCTKJN/ 11 -"'" "' . '"'" ,t ·, :, "" -· STORM DRAIN DATA ~ DELTA/BEARING 1 2 J ~ 5 6 7 N 15'!1'21' £ t::. = 12"5!'21' N 88"!0'5'' £ N 88"!0'5'' £ .t, = 21"59'JJ" N 66"11'22" £ N oo·u·02• £ RADIUS 220.00' 200.00' LENGTH .98.!8' ,19.50' 11..JJ' 9'.J7' •. 16.17' JO,,U' 1 /8,Jl' REMARKS 72" HCP ~ 1550 0 • • • • • • • • • • .JO" HCP ~ 1550 D . L ...... C .. -., ..... '.T:·::::.-l ... u US£ 5000 PSI CONCN£7F WllH f 1/2' 8£TW££N INS//)£ FAC£ AHO R£/NFORC/M + 8iY£L£0 ON£ OHi · . NOTE!/ ELECTRONIC DA T,4 Rl.ES AR£ FOR REFERENCE fN.Y ANO ARE NOT TO 8£ (JS£D FOR HORIZONTAL OR w:RTTCAl Sfll?J,f'f CONTT?a. · c.r. 98-10 APPROVEDdr ~=---:-:-t--=--f-=-=-=::---c:----:-:--=----'c--,--=---,--,--~---1-----+-----+~~-k----,----l~-4~-~~~"~~~~~~~~~•~~~-~_!:UOYD!,!1!!!~a!:_!!:HU~BBS~h>/~o/Pi 1'5-u-•, 72: .,Rf:v1sa, feio\/e:~ of"o!'Mt>12A11J t. 11/'-•/u t:Jrd/-c1rY ENGll'lEER ~ 23889 EXPIRES 12-31-06 ofu !-Jt.-01 -re, -/!,s-J]v!Lr DA-n'. INITIAL DA-n'. ENGINEER OF" WORK REVISION DESCRIPTION OlHER APPROVAL t\J7'1DJ!i\!17~~dwg Oct O'I, 2004 l!:.Jtoi!!I Xrtfs 973!iAI; 973~lL; 97J511Mo\P. i1J5AC'IIO; l7J5MR0; UJ51PD6; IIBZl7UTL. iaWI..M INITIIIL CIT"/ APPROVAL DWN BY: CHKD BY: RVl'lll BY: (jVP c,,.J PROJECT NO. DRAWING NO- C.T. 98-10 ,f.09-f #:-··· I , ...... . ...... 1 ... ·.·.··.·.·.···· ........ •• • ••••••• ......... J." . .' ...... "" ........... 1 ..... .. 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' ' ·1.:::-:::-:::·: :::· . . .. ..... ".::: . "" ..... ..... . ••• ...... 1 .... '.'.'. I'£·<:: pb s~~.Jn~······ ' c:~:·: .. 1 ... :'.~· ·~·:· .... . ... -··· -- .. :.· '" __ ., :::: ,.;;..:;..;;. . 16 .. ............... .-. .-·· .. . . "C·:.:··· ...... . .......... . 1 .......... "','',,",,",'',," • .','.'.' •• 1::::::::-- L .. ... ----.-:· . .... .... , .... + ... ::--;.;:· t.: .: . I·"·· .. :.: .. :.::.::.::· ····J . .......... ' ·1::::::::::·. . ...... ·-•-·7··- ·: ... ·:,:: .. :.:··::· .:::::: .~;;:~: 1 ... ::::: , ... ......... ...... I .... . ... ,. -···· . 1.:: 17 ....... ·········.:·:· ... .-.;,;, .. .-r .. .l!'I·: .. ····- .... ""~""""· ...... ' ':·:::::::::1:::::·-- . .......... , ",' . ... _. ........ , .............. , ..... _. ........ .-"!':.:. ....... T:.:··_-··· :·.:·." ................ r...:::::. ··.:· .. :··· " ..... .''" ···············. """"" ,i;;::: ,,,,,,'' .. 1 ......... .. ·.-.. -+ .. -... -.. + ... -... · ...... : .1 .......... " ........... I • ... :·:.:·:"r:·-- ··+·· ...... .......... ·:::::::::.: .. ········:··.···· "'"'"" ::·:·:·. " .. ···:: .. :·.:·· . ......... .. . .... ................. . ······· ,,'',,',,".'.':::::· :· . ••••••••••••••••••• J. . ..... t:::::::::· :· ... :· ... ·.:: .. . .. : ..... , .... ,.,,.c-n, . -::. : ... ::.: . ... "' , .... F-r--11 I: .. :::: :.·: 'J'.'..:.:·:•:--:::-::t··;:· • I ' . "• .... ".(.'.·:.:·:.'" ~ .. I ~ .. :.· ·:··. ....... . :::," .. , ...... . 1"'. .. :" :::· -····· ::··.--.. - . " .... ... ::.::· ,. .... ············· . ·····+· ............ o' 10' 40' .a 20" SCALE: 1 • • 4ft CAUTION II ......... :: ... .. ..:~ .:· ... -, ............ ·.; . .. --.:::.: : :::::" .. :· ··········· ·····I·. - " :: ::·::·.-· ......... :: """" . ··--....... • ... --1·:.:· .. ::· ... :>:::: I I ·., i--.... -......... . , ..... --.::.:1:.:· ......... ········ "-·" ...... , "" --· .. """"';".:· ... " .... ' .... : ,:::·F i, ·• +·· ........... 1 ... :::::{~:'::·'. ·-..-:::: ~ - ······~.== I, .T E 1 ... ::.:-- ············ ·" ~ . ....... .... ······ . • -+ :~-::-: .:·::. 1 .... :·:.:·t::". .. '". SEWER DATA --: ~ DELTA/BEARING RADIUS LENGTH REMARKS to• PVC SEW£H 1 2 3 N 36'58'31" £ N 68'26'23" £ N 13'(}5'46" W N 89'54'52" W 95.'1' 149.94' /89.03' 306.62' SPECIAL NOTE.· • • • • • • THIS SHEET IS FOR REFERENCE ONl Y. SEE CITY OF v1STA OM;. No.3734 FOR SEID< IMPROl/fMENT PLANS. NOTE!! ELECTRONIC OA TA fll£S AH£ FOR REFERENCE ONl Y ANO ARE NOT TO BE fJSEO FOR HORIZONTAi. I::::: ,_ c: :' . . ·, :":·--:.-·1:· ' PLAN -CITY OF VISTA SEWER CONTRACTOR TO VERIF'f THE EXACT LOCA TTON OF EXISTTNG lJlll/TlES IN THE f/ELO PHIOR TO CONSTRlJCTTONJ OR VERTlCAJ. SlJRIEY CONTRa. · £XIST. 20' WIN SEW£H £ASCJl[NT TO CITY OF WSTA, HCC. I 0-2-86 AS F/N 86-#/919 TO 8£ ABANOONCO ar SEPAi/AT£ 00Cl/J/£HT ~c:::::::::...- DESIGNED B'f: H,R,AB. DRAWN B'f: T.G • .G,11. ' PROJECT MGR.· T.0.C. D,6,TE: SEPTEMBER 2004 SCM.E: 1" = 4ft JOB NO.: 98 1012 05 ,. = 40• "AS-BUILT ~C./1 ,. f----------------1 P.E. S'S-"391 EXP. 17./11 lot, • • 2710 Loke.r Avenue. W11.t Suite 100 Cartsb<1d, CQlifomio 9200& 760-931-7700 Fo,c: 760-931-8680 www.odoyconeultonte.com Civn Engineertn,g Plcnnlng Pr-accssing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROU, JR. 1[(isPECTOR ' ' DATI: . . ;~_------'--"-_._'._-------'-""-:,;,.'..-:,'_~ . .-•. -. .:·.,·=- BENCHMARK: DESCRIPTION: STANDARD STREET Sl/Rltf:Y MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF £l. CAMINO HEAL RECORD FROM: NORTH COUNTY ltf:RTfCAL CONTROl. DA TA R-1800 308+76 ELEVATION: 297.25 M.S.l. DATUM: NG'AJ 1929 l- --+--+------------1--~--1---l-----ll := S}HE!E=T \'...:::::::C=IT=Y==O==F===C=AR==LS==B=AD=~I =SH=:rE·~=TS I ENGINEERING DEPARlMENT .Jlf' SfWER PWIS FOil: DAIE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL 1:\971035\9735Al2B.dw; Sep %3. -20M 5:04pm Xref3:. 97J5Al; 973EiA5Tft 9735AUTL. 97J5AMAP: 9!227\/Tl; 9735APRO; 1822PlAN; 1735.1,GAD; 9735TP04; i7J6NII CARLSBAD RACEWAY CITY OF VISTA S£W£H C.T. 98-10 APPROVED Qr' I_A -~---v-..:. •.L LLOYD 11. HUBBS 1~'1 CITY ENGi ER p~ 238811 EXPIRES 12-31 05 DATE DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: GvP C, T. 11'9 fO 40,III_ f RVWD BY: r.uJ • • J, -J / ' I ·I . I \ 1.::.:·.: "'"""'"'[.".'.','""'"' c..::...:·•· .. . ......... ...... .. ........ . ........ ' · .. ·: ... I .··~ ""'' ·"'@··----~-' ,~_. 1 .... •.... , .. ' rm ' ' ... . . .... , ..... - •.... , .. ~ .::.::::. .. ,., .... ·r:::.·· . 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' ~ .......... --·--:----·::·:·:·:"" cc •· '""":"" ;.;-J., ~'.\~- ....... +·· .. ·· .. ··. 21 PLAN -CITY OF VISTA SEWER DATE: SEPTEMBER 2004 SCALE: 1 • = 4f1 JOB NO.: 98 1012 05 SCALE: . I• = 41J' "AS-BUILT ~o, P.E. fS:f81 . EXP. tl.{11 /of, " ----(?_ .,-· ~ DATE:iObt./:'f TIMOTHY 0. CMROU.., JR. RCE: 5 DATE -- ' """ ,. ..... .. . ... . .. .............. . ''""")_'"'". ""'J.' .... . .... ·r·· ............ c: .. ::.: -, ''" .... "'" "'' . .............. . -t'\+ .. ' :.:r. ::::,::.::··. ~ £~;_,it~• • . ~c·+--··· -1-1 " .~· ~==!'·=· t-.+=ic=····· :_;:;:~ -,,. ·;··~.; " .. . .... . . -.. ~ ., .. .. ", ;: .. :: .. :'. . -·-·-· . ::: : I:.;.;;;_ " ... ~~---I-~ 22 , .. ,. . ·!ilr .. --+·· · ... ·.··'I='=!:= ... .::.J::=:::::1:::= ---· ... , .. . .l .... , ..... , .. ' . ... ............ ........ . .. \. ... -·=:. · .... ·· .. ·· ·•· .. ·-· "m f ... : .. • 2J BENCHMARK: DESCRIPTION: STANDARD STREET SURYE:Y MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOAIAR AIRPORT ROAO ON CENTERlJNE OF ll CAIi/NO REAL . ' ' .. :·. . ~ ·.· .... .zf2Ll..· 11\ AS-BUl'-7 · .. ·· ..... ._ .. __ : ' :::: .. ' ' o· 1o" liiii 2& SCALE: 1° = 4'1 CAUTION II CONTRACTrJR TO VERIFY THE D'ACT lOCAllON OF EXISTING 1/TlllllES IN THE FIEll} PRIOR TO CONSTR/JCllONI · . I I ...... ~-L ..... .............. . . ..... _. ..... ",.'.'::." :· ' .... - ........... 1 ......... .. ·::·::·:: .... " 1:.::.::.:· :.""·"· ::::. . .. 1--- . ....... . L .:· .. :. 1 ........ , _1-.......... I·:::·--"" ... 1......... .. .. I ......... :· ..... ::. •::::::::: ... . ..... ::.:::, . l.. - -· ........ ·.--:· ... ......... .. :,1 .. :,:-- --.·.--.--' ..... .... ·1.:'. .. " ' " " . c.:::.:: .... 1 2 j _, • ••.... J SEWER DATA DELTA/BEARING RADIUS LENGTH N 89"54'52• W N 89"54'52" W N 75"02"13" £ 247.85' 247.85' 163.30' SPECIAL NOTE; ~ ·•-" :d .. REMARKS 10' PVC SEW£H • • • • lll/S SHEET IS FOR REFERENCE ONl Y. SE£ CITY OF 14STA om,. No.373.f. FOR SEWER IMPROVEMENT PLANS. NOTE/I El..£CTRON/C OATA FllES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE //SEO FOR HORIZONTAL OR VEJ?llCAl SURVEY CONTHa. . .• L.. - CITY OF CARLSBAD I SHJ.E~S 1 ENGINEERING DEPARlMENT .,. SEWER PlANS Fr}lfJ CARLSBAD RACEWAY CITY OF VISTA SEWER C.T. 98-10 APPROVED dY ~ • r,, . . • LLOYD B. HUBBS ✓"J';y.ol/ CITY ENGINPl'R' PE 238118 EXPIRES 12-31-05 DATE OWN BY: ---PROJECT NO. DRAWING NO. RECORD FROM: . NORTH COUNTY vE:R71CA£ CONTROi. DATA R-1800 308+76 DATE IN/llAI. DATE /NlllAI. DATE IN/llAI. CHKD BY: GvP C. 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DATE: SEPTEMBER 2004 SCALE: 1" = 40' JOB NO.: 98--1012 05 RCE: 55381 :·:"""~.:·······••I••····· .... _..1 ................... - . .... ··_-· .. -·._-I·_-·._-·._-· ... .... . ..... ...... . I· ...... +···. .-·:.-· . .-· .. . ...... 1 ..... . 27 "AS-BUILT ~c,,,,- EXP. n./11/0/J • INSPECTOR • . . . ' :_...I:'. .-.:.-.:·:.:· ... _ .. -· ...................... , ....... . ~ ... _. ........ . .. . . ..... L ...• . ..... . 28 H DATE . ........ : ..... : .... : .... : ........ :: .. :: ... ·~·.:·.········.··.: ... : • ••• ··_-·.:· .... I .... · .. ·.:·.:·1·.:·.:·.:· ....... . ............. . .... ,... ~· .... --· ' . ....... · .. ::.:·.:··· ..... . ····· .j .... ~ ....... •··. ....... ·· ..... . :·.:·.:· ....... ·· ... · . .t:' .. ....... : ...... ..... r.··.:. . ·E::::E: . .... . .. .. . .. 1 ...•• ......... _. .... _. ...... _. ....... .-··1:··::··:::. ···.:···· • ...... 1 .... .. ..... ··:·.: ........ . ....... i" .. :·.:·.:· .... , .. , ... l' •. :·.:·.:·.1··--· .. 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J3 DATE: SEPTEMBER 2004 SCALE: 1• ~ 4f/ JOB NO.: 98-1012-05 ,,;,,,..;_•:: ::;,._-c_· ,,., ,, : •• •• •• •• •• ••••••·· ...... . 'Jbffl';C,: -,;;;,.,...:;;:::::...: ~~-.--::-. ~ .. , .. :.:;::.1:·:: .. ·; . ·~ -'""' ·:_;: . , ... ., +::.: ... ::·: .:·:;·: 34 -• "AS-BUILT " -;:;:_ C 4 -r l----------'-----------1 P.£. $"$"'.381 EXP. 1-Z./71 /n'jl :·.::.: ... . DATE ENGINEER OF WORK: ~z-:-'CJ; DATE,to/:i.o ~~ REi:n. el: 1duA8' 35 36 BENCHMARK: DESCRIPTION: STANDARD STREET SUR'l£Y MONUMENT LOCATION: ~· -" · APPROX ·1400 FEET S0/1711 OF PALOMAR AIRPORT ROAD ON CENTERlJNE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTlCAL CONTROL DATA R-1800 308+76 TIMOlHY 0. CARROll. JR. RCE: 55381 tsPECTOR -DATE '---------------'--=.'.:.'.!..-=--==::!...:::::.... _ ___:=;__:~~...1.!!.!:!.!:::..:..::.:::..._ ________ ...!:::~,- Suite 100 Corlsbod, Califomia 92008 760-931-7700 Fax: 780-93t-6880 , www.odtJycon$ulton'll.com ELEVATION: 297.15 M.S.l. DATUM: NGVO 1929 -~ ................. .. .... . ···r· ... -......... , . . --.-.···"'"' ·:....:.: .. : -....... --- ·::·:·:~'.:.1 ... '. . ,.. . . . '""" .: ~-.. ::. 1·:~::::· i:-::: :: .:.::·1.::.::.· .... . ... ' , ... ---- t SCALE: 1° = 4f/ CAllllON II CONTRACroR TO 'ER/FY THE EXACT LOCA l!ON OF EX/STJNG 1/TILlllES IN THE flElO PRIOR TO CONSTRI/CllONI 1 2 J ' 1,:.:.::.:: .1 .. ::.::.:· -- :)~;_·:·~::.\::)): ::: .. :::::::: .. !·::.:·:: ;,-:::x;, ·; .. 1--------.. :-:· ·:·:·:: . r::: ... : SEWER DATA DELTA/BEARING RADIUS LENGlH REMARKS N 15"17'21" £ N 88"10'5,1" £ 22-1.01' 126.7'' 2-15.67' 8.00' 10• PVC S£W£H • • N 88"10'5,1" £ N 01"-19'06" W • • 8" PVC SEWEii LA TEI/Al , SPECIAL NOTE: THIS SHEET IS FOR REFERENCE ONLY. SEE CITY OF ~STA DHG No.3734 FOR SEWER IMPROI/EMENT PLANS. NOTE!/ B.ECTRONJC DA TA RLES ARE FOR REFERENCE ON1. Y ANO ARE NOT TO BE I/SEO FOR HORIZONTAL OR VERllCAl SURVEY CONTRct. 1---+---+-----------l-----+---l------l-----l I S2HE'9ETJ CITY OF CARLSBAD I SHJE,EJS I ENGINEERING DEPARTMENT • ;::SEWC/i=~PWIS=-=:::::roll:========::::::::=:::=:::::::::::=:::.::=::::::; CARLSBAD RACEWAY CITY OF VISTA SEWER C.T. 98-10 AP 'ROVED (11" -/ (/;., 4 r,V.,dr.t,"li .llOYD B. HUBBS /~',, /po/ 5/2,-1/01 -fi,. /3"\ ll-1:.¥11:e:C> F'i OVEit..St,111el2-t,._ luu/oC 0~ CITY ENGIN~ -PE-EXPIRES 12-31-05 0:(1?' 3--/~-() re RI. AS-BVILr · ~~~===~=~~~~~=~~==~=:::; l-"-~O;A1E;'4--:-IN!::lll;.;.AL,--;--l-'-l-L-!::o.'..:==---~----------l-----l----1----1-----1 rowN BY: ---PROJECT NO. DRA 'MNG NO, DAlE INITIAL DAlE . INITIAL CHKD BY: GvP ENGINEER or woR1< REVISION DESCRIPTION OTHER APPROVAL c1TY. ,APPROVAL RVWD BY: L~ C. T. 98-10 409-1 ~\9710J5\9735Al29.dwg Oct 01, 2004 8:~ ~efa: 9735N; 97~1R; 97~Ull; 'll7~AP; wi27Ull; 9735APRO;. 9822PL.AN:, 9735AGRJ]; 97:55TO!'O; 9rnAN - \ LEGEND a@ -BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). E@ • END DETAIL PER CALTRANS STANDARD PLANS {A20 THROUGH A200). © • 12" SOI.JO WHITE LINE DETAIL PER CALTRANS STANDARD PLANS {A24E). (l'HERMOPLASTIC). CA > ,. SIGNAL AH£AD PAV!MENT t.lARKING PER CALTRANS STANDARD PLANS A240. (TI-IERMOPLASTIC) !!I > • STOP AHEAD PAVEMENT l.!ARKING PER CAllRANS STANDARD PLANS A240. (l'HERMOPLASTIC) STOP .. STOP PAVEMENT MARKING PER CALTRANS STANDARD PLANS A240. {THERMOPLASTIC) ; • TYPE IV (LT) ARROW PER CALTRANS STANCARD PLANS (A24A) (THERMOPLASTIC). 111 r--• BIKE LANE L£GENC PER CALTRANS STANDARD PLANS (A24A) AND (A240). !RS! • REMOVE AND SALVAGE SIGNING & SJRJPING PW& 1. The contractor la responsible for all signing and sbiplng. 2. Signing. SU1)fflg aid pavem•t marfdng■ shall conform to the latest Caltrana Traffic Manual, Caltrona Standard Specifications (.l.lly 1999 or latest version thereof), these plans and the Special Provlallll!A . 3. All signw,a and striping ie subject to the approval of the Public Works Director or hll representatJw,, prior to Jnstallalkn 4. Any deviation from these signing and striping plans shall be approved by the Engineir of Work and Public Works Director prior to aiy chaig11 In the field. 5. ·All slgnJng and striping shall be rellectlve per Caltrans Specificgtions. Striping shQIJ be repginted two weeks after initial painting. Signing shall use encapsulated lens reltectlve sheeting (Hlgll Intensity or e<pial). 6. Prier to final 0CC11ptance of street improvementa, all street stripi,,,i and markJngs within th• perimeter of the construction project d be restored to a flee llff condition, in a manner meeting the approval of the Ctty Inspector. 7. Exact location of striping ond slop limit ronea shall be approved by the Public Works Director or his ~~tat:M ~or ta lmrt<1!<1tlan. · · B. Contractor shall remowi an conltlctlhg painted Ines, markings and pavemmit legends by ~dln9, Debrla shall be prompUy removed by tha contractor. 9. Al pavement legends shaH be the lateet veni1on of the Calfrana metric stenclla. 10. Limit rna and crosswalks shall be ftold located. Crosswalks shall have 10' ilside dimensinn uni-otherwise specified. 11. Al crosswalks, limit lines, stop bara, pavement OIIOWS and pawment legends sh!!II ~ thermoplastic unless otherwise speclfted. 12. Are h)'dront p<l'l8fflenl markers shall conform to the latest Coltrane Traffic Manual and San DI* Regional Stondard Drawing 11-19. 13. All median noses and flares shall be painted ymlow. 14. All S!<.,i• shall be standmll size CI11 shown In the Caltrans Traffic M<n1al unless olherwlsll specified. 15. Sign posts shall be square perforated steel tubing with breakaway base per San Diego Regional Standard Drawing M-45. 16. Whan a ~ ii 11ltachad to a pole, It lllaft bo mounted usilg a standard city mountil~ brae.kit with strops. 17. Existing sign• removed by the contractllr' shall be delivered by the contractor to the City of Carlsbad Publ',c Work■ Yard at 405 Oak Avenue. 11!. Stop signs ond STOP pa-"8111ant legends shall not be removed untl traffic signals ore operational or untD directed by the Public Works Director or his representative. 19. All signs shown on these pl(lla shml be new signs provided <1nd instaffed by the ccn!roctor except those signs speclftcally shown as existing ta relocated or to reman. 20. Whn R7 sign and T:,pe N-1 objact marker are to be instmled In a 4-foot wide median nose, th■ R7 sign shall be 111" x 24° and the N-1 objact mark• shall be 12" x 12". . . - - -•--~ ~-------------o - NOTE& 1. THE CONTRACTOR rs RESPONSIBL£ FOR lRAFFlC CONTROL DURING THE INSTALLATION, REMOVAL OR MOOIFICA TION OF ALL SIGNING ANO SlRIPING SHOl'IN ON THESE PLANS. 2. TI-IE APPLICATION OF TI-IE TRAFFIC CON1ROL DEVICES AND THrn Pt.ACEMENT SHALL CONFORM TO TI-IE CURRENT STAlE OF CALIFORNIA "MANUAL OF lRAFFlC CONTROLS FOR CONS1RUCTION AND MAINID,IANCE WORK ZONES" AND THE SAN DlEGO COUNTY REGIONAL STANCARC DRAWINGS. 3. IN ACCITION TO TI-IE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL OF lRAFFlC CONlROLS FOR THE SEL£CTION OF TI-IE MOST APPROPRIAlE CEVICES AND TI-IEIR PLACEMENT, TI-IE TRAFFIC CONlROL DETAILS DESCRIBED IN SHEETS NO. T-10 THROUGH T-14 OF 1H£ CALIFORNIA STANCARO PLANS DATED JULY 1999 SHALL BE USED IN Sl1UATION REQUIRING LANE CLOSURES OR DETOURING THE PATI-1 OF VEHICU:S IN VARIOUS STAGES OF CONS1RUCTION. 4. 1HE LOCATIONS OF TRAFflC CONTROL DEVICES ARE APPROXIMATE, AHO ADJUSTMENTS MAY BE REQUIRED TO MEET FIELC CONDITIONS. HOWEVEII. ANY AD.AJSTt.lENTS MUST MEET REQUIREMENTS OF lHE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAFFIC CON1ROI.S AND QTY lRAfFIC ENGINEER'S APPROVAL-. . 5. CHANNEUZATION TYPE SHAU. CONFORM TO CALlRANS lRAFFIC MANUAL SECTION 6-71, FIGURE 6-49, CONSISTENT 'MlH FIELD CONDITIONS DURING CONSTRUCTIOK. PRO\IIDE SECURE COVER OVER CONFlJCTlNG SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS. MAY REQUIRE RECESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONCITIONS. 7. CONTRACTOR SHALL REMO\£ AND SALVAGE ALL EXISTING CONFLICTING SIGNS. PAVEMENT MARKERS AND SANDBLAST ALL CONA.JCTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINAlE WllH NORlH COUNTY TRANSIT DISTRICT FOR ANY 1RANSPORTA TION CHANGES/COORCINA TION. CCNSlRUCTiat CONTRACTOR AGREES lHAT IN ACCORDANCE lM1H GENERAll Y ACCEPTED CONSTRUCTI<»I PRACTICES, CONSlRUCllON CONTRACTOR 'MU. BE REQUIRED TD ASSUME SOLE AND COMPL£1E RESPONSIBILITY FOR JOB SITE CONOITl<»IS CURING lHE COURSE OF CONS1RIJC110N OF lHE PRO.ECT, INCUJCING SAFETY OF All PERSONS AND PROPERTY, lHAT TIIS REQUIREMENT SHAll BE MADE TO APPLY CONllNUOUSL Y ANO NOT BE UMllED TO NORMAL WORKING HOURS, ANO CONSTRUCTION CONTRACTOR FURlHER AGREES TO DEFEND, INCEMNFY AND HOI.D DESIGN PROFESSIONAL HARML£SS FRCII ANY ANO All LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON lHIS PRO.ECT, EXCEPllNG LIABILITY ARISING FR~ THE SOI.£ NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: lHE ENGINEER PREP ARING lHESE PLANS \WU. NOT BE RESPONSIBLE FOR. OR UABlE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. All. CHANGES TO lHE PLANS MUST BE IN WRITING ANO MUST BE APPRO\'ED BY lHE PREPARER OF lHESE PLANS. OED BY: O"DAY CONSULTANTS PING ANO SIGNING DESIGN BY: 'AN SYSTEMS ASSOCIATES. INC. 454/J KEARNY VILU ROAD. SJJITE t ().I , SAN D!CGO. CA 9212$0 (858) 560-49'1 © DA 1E INITIAL ENGlNEER Of WORK REVISION DESCRIPTION DAlE IN111A.L DATE INITIAL OTHER APPROVAL CllY APPROVAL BYa ANDREW P. SCHLAEFLI T.E/_ 930 REGISTRATION EXPIRES: 6-30-01! REv1E~~ d /7 /' BY: ,,,,4,,) . I 'l41: 1t(s . CTOR SIGNING AND STRIPING PLAN FOR: UO~SHE4D .AVENUB APPROVED: LLOYD B. HUBBS Sr' ,7 'DATE ~ ~ ~. . • /#/,~/.ti DEPUTY PUBLl~TOR PE; 2J••n EXPIRES:12/J1705 ~ OWN BY:-.....,..-, PROJECT NO. I DRAWING NO. ~~ ~~; GvP . CT 98-10 . 409-1 > :2 a -t ~ I ~ Li: I ~ 7 ~ ~~ Q a') .... s, ~ ~= ... \0 I '""" I I \ I \ \ \ I I EXISTING I I l<=>I B 22 I W 56 =-----------_,_ R 26D/81 EXISTING IBUSr,,i STOPL.!J I I I I I ---- ; L..---' 1 ~v ' i ~ EXISTING STRIPING m ~ PER DRAWING NO. 399-4 I I I I I \ ' '( I ' ~ I I \ I I I I \ \ I I ' ' EXISTING susr;;, STOPL.!J I I I I \ I I I I I I I ' ' I I I ' I I , ' I I ' ' ' ' I I ' I I I I ' I ' I I ' ' ' I .. • •• ,;, ~ ' , I I \~ ·;_ I/ I ! . EXISTING ~ R 7 EXJSTING ◊ TYPE N-1 YEllOW REFLECTIVE SHEETING • . . I J I ' ' ·, .. .:-.. I :- TYPE N-1 YELLOW REFLECTIVE SHEETING 36"X36" ;; ~I> \.. W 41 E 9 200' , I ' I j [...,,i.--1 •I_ ._ 0~~ ~~"V-- : ~ ~ I : ;/ I,-~ !11 :irf/.i'/_,, I ' I ! I I j I ; j : I I : : J I l I I I I I I I I I r I I I I ' I I I ' I ' • I I I I I I ' ' ' I MELROSE DR. EXISTING STRIPING m PER DRAWING NO. 399-4 NO-mt 1. THE CON1RACTOR IS RESPONSIBLE FOR lRAmC CON1ROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND SlRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE 1RAFFIC CON1ROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA "MANUAL OF lRAmC CON1ROLS FOR CONS1RUCTION ANO MAINTENANCE WORK ZONES" AND THE SAN DIEGO COUNlY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFIERENCED MANUAL OF 1RAFFIC CON1ROLS FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES ANO THEIR PLACEMENT, THE 1RAFFIC CON1ROL DETAILS DESCRIBED IN SHEETS NO. T-10 THROUGH T-14 OF THE CALIFORNIA STANDARD PLANS DATED JULY 1999 SHALL BE USED IN srruATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSlRUCTION. 4. THE LOCATIONS OF 1RAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENTS MUST MEET REQUIREMENTS OF THE ABOVE REFIERENCED CALIFORNIA MANUAL OF lRAFFIC CON1ROLS ANO CITY llRAmC ENGINEER'S APPROVAL 5. CHANNELIZATION TYPE SHALL CONFORM TO CALlRANS 1RAFFIC MANUAL SECTION 8-71, FIGURE 8-49, CONSISTENT WITH FIELD CONDITIONS DURING CONSlRUCTION. PROVIDE SECURE COVER 01/ER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONS1RUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CON1RACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS ANO SANDBLAST ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. I THIS PLAN stEET ACCURATE F'0R SlRIPING ANO SIGNING WIR( ON. y I 8. CONlRACTOR TO COORDINATE Wl'IH NORTH COUNTY TRANSIT DISTRICT FOR ANY lRANSPORTA TION CHANGES/COOROINA TION. DRA'MNG FIUE NAME: 5202A-PD-1..B U.S.A. I. 005202A 4-28-06 MV, AT MP: 4-2B-08 . . 12·x1a· ® R 26D/81 R 26D/81 r. I . 12·x1a· ® ~ R 26D/81 -- SCALE: 1"=40' 0 20 40 -•_:!:!~ . ,, VIDEO BY: O'DAY CONSULTANlS G DESIGN BY: SYSTEMS ASSOCIATES, INC. · 4540 KE:ARNY Y1LLA ROAD, SUITE 10. DICGO, CA 92rZ:!I, (858) 5~0-4,r I @ ANDREW P. SCHLAEFLI -T.E. /930 DAT£ . . . . - -• 12·x1a· ® ~ --R 26D/81 NOTES: LEGEND s@ ·• BEGIN DETAIL PER CALlRANS STANDARD PLANS (A20 THROUGH A200) • . E@ • END DETAIL PER CALlRANS STANDARD PLANS (A20 lHROUGH A200). © • 12" SOUD WHITE LINE DETAIL PER CALlRANS STANDARD PLANS (A24E}. (lHERMOPLASTIC). en > • SIGNAL AHEAD PAVEMENT MARKING PER CALlRANS STANDARD PLANS A24D. (lHERMOPLASTIC) • STOP AHEAD PAVEMENT MARKING PER CAL1RANS STANDARD PLANS A24D. (lHERMOPLASTIC) en > -◄ STOP • STOP PAVEMENT MARKING PER CALlRANS STANDARD PLANS A24D. (lHERMOPLASTIC) ; • TYPE IV (LT) ARROW PER CALlRANS STANDARD PLANS (A24A} (lHERMOPLASTIC). Ill r -• BIKE LANE LEGEND PER CAL1RANS STANDARD PLANS (A24A} AND (A24D). !RS! • REMOVE AND SALVAGE 12·x1a· ® ~ """ -R 26D/81 ., w l2' . . , ~ l2' ---- 0• -.... ---'"'----uoNSHEAD AVE-TYPE IV (LT) ARROW (TYPICAL) 12"x1a• A R 26D/81 CONSlRUCTION CONlRACTOR AGREES lHA T IN ACCORDANCE WllH GENERAU. Y ACCEPlED CONSlRUCTION PRACTICE$, CONSTRUCTION CONlRACTOR 'MLL BE REQUIRED TO ASSUME SOLE AND COMPl£1E RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PR0.£CT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT lHIS REQUIREMENT SHAU. BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMllED TO N!l™AL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND AU. LIABILITY, REAL OR ALLEGED, IN CONNECTION 'MlH PERFORMANCE Of WORK ON lHIS PR0.£CT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE Of DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 1HE ENGINEER PREPARING lHESE PLANS \lilLL NOT BE RESPONSIBLE FOR, OR UABLE FOR. UNAUlHORIZEO OiANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANO MUST BE APPROIIED BY THE PREPARER Of THESE PLANS. "AS ~YILT" I u REMOVE AND SALVAGE EXISTING PEDESlRIAN BARRICADE. BY:~~~~~~7 ANDREW P. SCHLAEFLI T.E.JO Aft REGISIBA TION EXPIRES: 6-30-08 [I) ALL EXISTING STRIPING ANO SIGNING ARE BASED ON DRAWING NO. 399-4, SHEET 53 THROUGH SHEET 60. REVIEWEDfilY: /J/ BY: :14_./,/ (:/,, .. 1iq ECTOR . fsiml I CITY OF CARLSBAD 11 SHEETS I f----+--1-----------------+--+---+---l-------l LJ!_j. ENC!NEERINC DEPARTMENT . 34 l---l--+-----------------l----1---1-----+----1 04/28/oe APS DA 1E INITIAL ENGINEER Of WORK REPLACES ORIGINAL SHEET DAlED 10/28/04 REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR: DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 98-10 I DRAWING NO. 4-09-1 '----------' ( \ '· i --1 ' \ ( LEGEND a@ • BEGIN DETAIL PER CALlRANS STANDARD PLANS (A20 TI-IROUGH A200). E@ · • END DETAIL PER CALlRANS STANDARD PLANS (A20 TI-IROUGH A200}. © • 12" SOUO \\'HITE LINE DETAIL PER CALlRANS STANDARD PLANS (A24E). (THERMOPLASilC}. • SIGNAL AHEAD PAVEMENT MARKING PER CALlRANS STANDARD PLANS A240. (THERMOPLASTIC) • STOP AHEAD PAVEMENT MARKING PER CALlRANS STANDARD PLANS A240. {TI-IERMOPI.ASTIC) STOP • STOP PAVEMENT MARKING PER CALlRANS STANDARD PLANS A240. (TI-IERMOPLASTIC) ; . • TYPE IV (Ll) ARROW PER CALTRANS STANDARD .PLANS (A24A) (THERMOPLASTIC). t0 r -• BIKE LANE LEGEND PER CALlRANS STANDARD PLANS (A24A) AND (A240}. !RSl -REMOVE AND SALVAGE. 12·x1B" ® ~ R 26D/81 R 260/81 TYPE IV (LT) ARROW (TYPICAL . L=SO' 20(/ E@ 6 , 12·x18" 12·x1a· ® ® ~ ©.b --... ,_ R 26D/81 R 26D/81 30" STOP R 1 ~ • _J I I BUS STOP 2od L=50' "' r - R 1 8, DNS 60' 27 ----- 12·x1a· R 26D/81 E@ 52' NOTES: 1. lHE CONlRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION. REMOVAL OR MODIFICATION OF' ALL SIGNING AND SlRIPlNG SHO'WN ON THESE PLANS. 2. TI-IE APPUCA TION Of THE lRAFFIC CONlROL DEVICES AND 11-!ER PLACEMENT SHALL CONFORM TO THE CURRENT STATE Of CALIFORNIA "MANUAL OF lRAFFIC CONTROLS FOR CONSlRUCTION AND MAINTENANCE WORK ZONES" AND lHE SAN DIEGO COUNTY REGIONAL STANDARD DRAYaNGS. 3. IN ADDITION TO lHE GUIDELINES PROVIDED BY 1HE ABOVE REFERENCED lolANUAL OF 1RAFF1C CONlROLS FOR lHE SELECTION Of TI-IE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE lRAFFlC CONlROL DETAILS DESCRIBED IN SHEETS NO. T-10 THROUGH T-14 OF TI-IE CALIFORNIA STANDARD PLANS DATED JULY 1999 SHALL BE USED IN SlnJATION REQUIRING LANE CLOSURES OR DETOURING lHE PATH OIF VEHICLES IN VARIOUS STAGES Of CONSTRUCTION. 4. TI-IE LOCATIONS OF TRAfl'IC CONTROL DEVICES ARE APPROXIMA1£, ANO ADJUSTMENTS MAY BE REQUIRED TO MEET FIElD CONDITIONS. HOWEVER, ANY AOJUSlMENTS MUST MEET REQUIREMENTS Of lHE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAFFIC CONTROLS ANO CITY TRAFFIC ENGINEER'S APPROVAL 5. CHANNalZATION TYPE SHALL CONFORM TO CALTRANS TRAFFIC MANUAL SECTION II-71, FIGURE 11-49. CONSISTENT 'tWlH AELD CONDITIONS DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. II, f,J,lY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS. AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELI> CONDITIONS. 7. CONlRACTOR SHALL REMO\IE AND SALVAGE ALL EXISllNC CONFLICTINC SIGNS, PA\otMENT MARKERS AND SANDBLAST ALL CONFLICTING EXISTING STRIPING ANO PAVEMENT MARKINGS. B. CONTRACTOR TO COORDINAlE 1'11TH NORTI-1 COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. ! THIS PLAN SHEET AccaAlE FOR S1RIPING ANO SIGNIIG WORK 0tL y I 12·x1a· ® d;b , ... _ R 26D/81 14' 1 • I ~ j i::a, ~I t!, ~I l -I A ST 12"X1B" I.!-----® d;b --R 26D/81 f2 3 a I-0 ~ ..., W 17 MATCH LINE STA 15+84 SEE DRAWING NO. 399-4 SHEET 59 12·x1 a· 12·x1a• ® ~ R 260/81 ~ R 26D/81 ----- 12"X18" ® ©.b 12' -,..,_ --..,,,,. R 26D/81 ------------ -----1----- uoNSREAD AVE- BUS STOP TYPE IV (LT) ARROW (TYPICAL) R 26D/81 $CAL£: 1 "=40' 0 20 40 ED BY: O'DAY CONSULTANTS IPING AND SIGNING DESIGN BY: BAN SYSTEMS ASSOCIATES, INC. cJ 4540 KEARNY V,UA ROAD. SUITE t Cit ... SAN DIEGO. CA 92123, (858) 560-49,, © CONSTRUCTION CONTRACTCR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR Villl. BE REQUIRED TO ASSUME SOI.£ ANO COMPLETE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRo.ECT, INCLUDING SAFTIY CE All PERSONS ANO PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONllNUOUSL 'I' AND NOT BE UMllED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMHIFY ANO HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ANO ALL LIABILITY, REAi. OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRo..ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE Of DESIGN PROFESSIONAL UNAUlHORIZED CHANGES & USES CAU110N: THE ENGINEER PREPARING 'THESE PLANS YilLL NOT BE RESPONSIBl£ FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. AU. CHANGES TO 1HE PLANS MUST BE Iii WRtllNG AND MUST BE APPROVED BY THE PREPARER Of THESE PLANS. ~ l CITY OF CARLSBAD 11 SHEETS I 1-----+---+--------------+--+----+---+---1 ~. ENGINEERINC DEPARTMENT _ 34 f------1---+-----------------+----+----t---+----f SIGNING AND STRIPING PLAN FOR: EAGLE DRIVE AND UON~BE4D AVENUB APPROVED: LLOYD B. HUBBS d 1------1---+-----------------+---+c-~--t~~-+----f OWN BY: ---1 DATE INITl"L DATE INITIAL DATE INITIAL CHKD BY: 9 vP ENGtlEER Of WORK REVISION DESCRIPTION OlHER APPROVAL a1Y APPROVAL RVWD BY: PROJECT NO. er 9s-10 I DRAWING NO. 409-1 ,. . I / 0106os~ ?I e, 6 ~ ~~ 0 "' "' N C1 i a. .i:. ~ '.t: ~ Ii: I I 1--1 s:::: )> --I l/)0 l"'1 :r . -- . ------ 8' 12"X18" ® $k> ... - R 260/81 - -" ----' "' l"'1 C U>Z :c (Tl l"'1 12' --w -T~ I - l"'1 l/) -I --I vi ,.. N vi (J1 + 0 0 - • -- - "' r.,. c= - - \1®" ~ -- UI • --. I ·~ -- 12' 8' ------ L EGEND R 26D/81 -BEGIN DETAIL PER CALlRANS STANDARD PLANS (A20 THROUGH A200). • END DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). - - -' ---- • 12" SOUO WHITE UN£ OETAIL PER CALTRANS STANDARD PLANS (A24E). (THERMOPLASTIC). • SIGNAL AHEAD PAVEMENT MARKING PER CALTRANS STANDARD PLANS A240. (THERMOPLASTIC} • STQ> AHEAD PAVEMENT MARKING PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC) STOP • STOP PAVEMENT MARKING PER CALTRANS STANDARD PLANS A240. (THERMOPLASTIC) ~ • T'IPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). Id r -• BIKE LANE LEGEND PER CAL1RANS STANDARD PLANS (A24A) ANO (A240}. !RS! • REMOVE ANO SALVAGE 12"X18" ® ©.b --R 26D/81 _--·-:·--_-.. --•-'--"""'" 12·x18" ® . -. . $k> -"",_ -R 260/81 --- - -----, -~ .... -----,. , --I~$' , -' ------....._ "' __ , - \1®" ~ .,,_ R 260/81 TYPE IV (LT) ARROW E 32 (TYPICAL) -R 260/81 -----/--------'- ---tor - R 26D/81 NOTES! 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND S'IRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES ANO THEIR PLACEMENT SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA "MANUAL OF TRAFFIC CONlROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" ANO TH! SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL or 'IRAFFlC CONlROLS FOR THE SELECTION or THE MOST APPROPRIATE DEVICES ANO THEIR PLACEMENT, THE lRAFFlC CONTROL DETAILS DESCRIBED IN SHEElS NO. T-10 THROUGH T-14 OF TH! CALIFORNIA STANDARD PLANS DATEO JULY 1999 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH or VEHICLES IN VARIOUS STAGES Of CONSTRUCTION. 4. THE LOCATIONS OF TRAmC CONlROL DEVICES ARE APPROXIMATE. ANO ADJUSTMENTS IIAY BE REQUIRED TO MEET FIELD CONDITIONS. HOYl£\IER, AflY ADJUSlMENTS MUST MEET REQUIREMENTS OF THE ABO\£ REFERENCED CALIFORNIA MANUAL OF TRAFFIC CONlROLS AND CITY TRAFFIC ENGINEER'S APPROVAL S. CHANNELIZATION 1'l'PE SHALL CONFORM TO CALTRANS lRAf'FlC MANUAL SECTlc»I 8-71, FIGURE 6-49, CONSISTENT 'MTH FIELD CONDITIONS DURINCJ CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR SlRIPING PLANS. MAY REQUIRE REDESIGN DUE TO OiANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FJELD CONDITIONS. 7. CONTRACiOR SHAU. REMOVE ANO SALVAGE ALL EXISTING CONFUCTING SIGNS. PAVEUENT UARl<ERS AND SANDBLAST ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORlH COUNTY TRANSIT DISTRICT FOR AflY lRAflSPORTA110N CHANGES/COORDINATION. !THIS Pl.AN SHEET ACCURA'IE FOR SiRIPING AND SIGNING WORK CH.Yi -_J "' 12' I--r ------- 12' ----- 8' ---- ----- UONSHEAD AVE. 12·x1a· ® ~ ...... R 26D/81 CONSTRUCTION CONTRACTOR AGREES lliAT IN ACCORDANCE WITH GEN£RAU.Y ACCEPTED CONSTRUCTION PRACTICES. CONSlRUCllON CONlRACTOR WILL BE REQUIRED TD ASSUME SCU: AND COlol'LETE RESPONSIBILITY FOR JOB SITE CONDIDONS DURING THE COURSE or CONSTRUCTION or THE PRo.ECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY, THAT THIS REQUIREUENT SHALL BE MADE TD APPLY CONTINUOUSLY ANO NOT BE LIMITED TD NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY ANO HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILilY, REAL OR ALLEGED, IN CONNECTION IWlH PERFORMANCE OF WORK ON TI-IS PROJECT, EXCEPTING UABIUTY ARISING FROM 1HE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 1HE ENGINEER PREPARING lHESE PLAHS WILL NOT BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUlHORJZED CHANGES TO OR USES OF lHESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANO MUST BE APPRD'JEO BY 1HE PREPARER or THESE PLANS. ' , ________ .,_ ___ ... ·--' ---' . - ------ 8' T< ' 12• • -n 1 ~ -~ 12' ~ ➔ ,--8' ... ----- \1®" UONSHEAD ~ --R 26D/81 60' --- -- R 26D/81 - L=50' -- - I I I SCALE: 1 "=40' a 20 40 ROVIDED BY: O'DAY CONSULTANTS STRIPING AND SIGNING DESIGN BY: ;_/1 I I I I URBAN SYSTEMS ASSOCIATES, INC. 454D KEARNY Yll.1.A ROAD~ SUIT£ ta• SAN !Jl£GO, CA 92 12:J, (858) 560-.,t.9 '! t © ~ ~;::s;-~ C ' ---------- - -. . . - 12·x18" 12·x1a· ® fJ TYPE IV (LT) ARROW -_ _/'"'""' ~ ~ ... ,_ --... .,. ~ ---R 26D/81 __, R 26D/81 ~ / Ul~ / I ' - - ' c:,-· _1----I I ~ -~ .,,; ' - ---. -' --5 ---t --'fl --~ -,_ ---'----' . --, M AVE. ... -' '"T'\ ------' - \1® ----- ~ I --R 26D/B1 BUSINESS PARK DRIVE GRIND EXISTING STRIPING BEGIN I -~ 30• R 1 I W 41 GRIND EXISTING STRIPING END 12"x1a• ® ~ --R 260/81 I ENO I R 81B 12·x1a- ® R 260/81 I®= SIGNALIZED INTERSECTION f 11 I I I I "AS~' SY~ "/1/41/@ ADREWP.SCHLAEf\.JT.E.930 DATE REGISTRATION EXPIRES: 6-30-01 RE~Ew;i,lJd 6 / . BY: , • A-1o. l~S ECTOR SIGNING AND STRIPING PLAN FOR: UONS8E4D AVENUE APPROVED: LLOYD B. HUBBS 41" . . '° OR PE: 238811 EXPIRES:12 ATE f-=-:-=:-+-:::::--:-:-+----------------+--+----4----1-----l DWN BY: __ _ DATE INlllAL DATE INITIAL DATE INITIAL CHKO BY: GvP PROJECT NO. I DRAWING NO. ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWO BY: er sa-10 409-1 1 /'-:t!J;'1 OJ 60,;, .. 8 i ,....,..~----------~-------------------------·---~---------- POLE SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN i----.-------.------.----....-------1 LUMINAIRE i---~-+-------+--~~P-U-SH_B_U-TT-□-N----1 NO. TYPE HGT. SIG.. M. A. LUM. M. A. C□-HPS A/B C VEH I CL[ SIGNAL TYPE PHASE QUAD IISNS REMARKS - ® 19-3-80 30' 30' 15' 250V 17' 3' 2-MAS SV-1-T ,.. SP-1-T ADA PHASE DIAGRAM 1 2 3 4 ,--2~! l I ----. 5 e 7 e __J ----l I l - .... 6P --118 112-----2P PHASE SEQUENCE AB-121 ASTRO MINI-BRAC OR EQUAL 3M "OPTICOM" DETECTOR PR EQUAL , .. ~~~ro~!E J~'fj the fellowing war1< to be done according to this plan and: 1. The City of Carlsbad Spociol Provisions. 2. Califarnlo Depl of Tronlll)ortatian Standard Speclflcotlon1 (July 2002 or latelt revision thereat). 3. California DepL of Transportation Stanllord Plans (JJly 2002 or latest revision thereof). 4. "rederat Highway Admlnlstr~tton (FHWA) Manual on Uniform Traffic C~trol Devicea (MUTCD) 2003 Edition as amended by the MUlto 2003 CoRfornla Supplement · 5. Standard Specifications for Pubfic Wor1<s Ccinstructlan (2000 Edition or latest revision thereof). 8. San Diego County Reglanal Standcrd Drawing (2003 Edition or latest revision thereof). ® 1-11 10' 17' 3' TV-2-T SP-I-T ADA N ftASHING OPERATION SHALL BE RED IN AU. PHASES. © 29-5-80 30' 250V PER 3' PLAN 3-MAS SV-1-T ® 1-11 10' PER 3' PLAN TV-2-T ® 29-5-80 30' 15' 250V 14' 3' 3-11/1$ SV-1-T ® 1-11 10' 14' 3' TV-2-T © 1-11 10' -, :5 3' TV-2-T ® 19-3-80 30' 25' 15' 250V -, :5 5' 2-MAS SV-1-T INSTALL 2' ADA PEDESTRIAN PUSH BUTTIJN PER CITY IF CARLSBAD SPECirICATICN. GENERAL NOTES; 1. The locotlon of all under~ound utBities on th-plane is approximate. The contractor shal determine the depth of an utBities, inc:lud"mg those not shown on this plan, and verify on pt> sit, ccndltlana. 2. lhe contractor shall obtain an necessary permits and notify all utDlty agenclea ot 1-1 48 hOU19 In advance of construction. · 3. AD new puD boxea and covers shall be concrete unliSI otherwise shown. Pul box covers shal be marl<ed with TRAFFIC SIGNAL • An pun boxes shaft be No. , unless otherwise specified. Pun box spacing shoR ~ 200 ft. 4. All conduit shoA be :!' unless otherwise specified. · 5. All traffic signal pole foundations shall have a ;!' conduit installed to the adjacent Na. 5 puU box. lhe contrott.-toundotfon shall haw a spore 3" conduit stubbed out to the adjacent Na. II pun ball for future U9& . . 8. AD new loop detectore to be T)Pe E • Loop detectors shol be 6' cf,ometer and positioned in the center of lane unless otherwise shown. Loops shan be sealed using hot-melt rubberized asphalt sealant per Coltrons speclflcatlona. See Coltrane Standard Plona ES-5A and ES-58 for detector . legends and detaDa. 7. All signal heads shall be 12" In diameter with back platee. Al red, yellow, green and pedestrian sl~ol indications shol be LE.Do. 8. Pedestrian heoda and push button si~• shall be international symbols. Pedestrian signals shol be Type A , L.E.D. Pedestrian pu.llh button, shoR be 2" ADA. 9. Lumlnalre and 1.1.SN.S. shall haw T:,pe IV P.E.C. 10. Anchor bait nut covers shoD be provided for all standards. 11. Sign panels for the Internally Illuminated street name slgni shall be fabricated using prismatic lens sheeting (Diamond-grade or equivalent) and shoR be 6' wide and 18" h~ 12. The contractor shan be responsible for the loy,gut and instaDatlon of loop detectors. traffia striping, pavement mor1dngt and legends. parking remo'ld and traffic signing shown an these plans. AU traffic striping and markings within on 500 foot perimeter of construction pro .)act shall be restored to a "like nn" condition, In a manner meeting the approval of the City Inspector. 13. lhe contractor shaD obtain approval of the Public Wor1c8 Director or hla tepresentau .. far the loop detector location• prior to cutting and the locotion■ of the str.,ing. pavement markings and legends, parking removal and signing prior to painting and inetaRation, 14. lhe contractor shall be responslble for the removal of an conflicting striping and pavement markings by grlndln~ 15. The contractor shall not erect any signal standard mare than two weeks prior to the scheduled traffic signal tum-on unless oppro\led by the Public Works Director or his representative. 16. Flashing signal opc:ration shall be red on oR phasn. Pedestrian signals shall be blank during flashing operations. 17. All troffic signal Improvements shall be installed In coordination with the signing and striping contractor. 18. Existing STOP and STOP AHEAD signs and pavement legends shaD nat be removed unlD traffic sl~ala ore operational or untl directed by Public Work Director or his reprenntati¥1. 19. lhe contractor shaD be responsible far any monumentatlon and/or benchmark■ which ore disturbed or deatro)'lld by construction. Such points shall be referenced and replaced wllll appropriate monumentatlon by a ficensed land surveyor or registered cMI engineer authorized to practice land surve,-i~ A earner record or record of surve,, as appropriate. shall be fDed by the llcenaed land surveyor or registered clvll engin-oa raquJrad by the Land Surveyor's Act. 20. Limit linet and crosswalkll shall be field localed. 21. Testing of control equipment and cabinet wimg shall be accomplished ot a focDlty dealgnated by the City of Carlsbad. lhe contractor shall deliver and pickup equipment. . 22. The conductor schedule is fumiahed as on instoRation guide only. It shoD be the contractor' 1 r,mponsibnlty to provide the C0011Ct conductors required for Intended op.-atlcn. 23. lhe contractor shall coarainote &erllice detail and scheduring with SOG&E and pay the required feea far service connection&. 24. All salva!J!!d equipment shall become the propa-ty of the contractor. CONS1RUC110N NOTES: IT] Install T:ipe 17DE Controller In Model 332 aluminum cabslet Including the necessary accessoria ta provide the phasing and operation shOlln an this pkn. The cabinet shall have o puD-out document troy. lhe controller unit shall be equipped with one Model 412C Program Module, one Model 404 Modem, one bionic Model 27256 EPROM Programming Chip, two Model 752 Du~ Priority Discriminator Cordi, T:,pe 2005A Local Intersection Control Program and Elli 2D10Ea.. Conflict Monitor Unit. An uninterruptible power system (UPS) shall be Installed In the controller cabinet using a swing-away mounting. __ The UPS shall provide a minimum of 8 hcnn red ftcmh operation 9f interseclions using red l.ED signal intations and provide Jlower conditioning to controller \ Qary SP 1 DOD seriea or aP.proveil equal • Batteriel for the PS shaff be housed In a NEMA-3R rated cabinet mounted to the side of e model 332 cabinet per Coltrona SpeciflcQtion1, [!] lnston Type Ill-BF Signal and Lighting S~ Enclosure per SDG&E requiremmta. Pro'lidw 50A-1P, 120V SIGNAL metered circuit breaker, 15A-1P, 120V 1.1.S.N.S. metered circuit breaker, and 30A-2P, 240V LIGHTING unmetered circuit breaker, Service cabinet shall be fabricated mm anodized aluminum sheet per Caltrons speciflcatlon& [I) lnstoR Single Channel E.V.P.E. Detector Unit (3M Opticom Model 711 or approved equal). Contractor shon furnish and install E. V.P.E. equipment, mounting hardware, cablo and all 0th.- hardware necesllOrJ. See DotaR thll sheet. [} lnstoR Mast Arm-Mounted Sign per Coltrons Standard Pion ES-7N, Detal U • Sign type 01 noted on plan. @J Contractor to ~fy ~ IQC;ation with "SAN DIEGO GAS & ELECTRlC cc:J'. [!] rumlsh and Install type "A" lntemany-mumlnated qual fact Moat arm mounted street name signs as follows: (see detal "B") Location @ and ® Uonsheod Aw Location @ and @ Melrose DrlV9 SP-1-T ADA Llonshelld Ave SP-1-T ADA s SP-1-T ADA s Llonsh~Cld Ave SP-1-T ADA f2 V SP-I-T ADA .. E s SP-1-T ADA 1112 V Melrose Drive STA 21+ EXJSTING FOUNDATION ----..J ,HN--1 12· w --- 12· ---- 12' 10· 115.,:>--f -Zl-1 L ___ _ 12' •2 • -------- -112 12' •2 • ----12· lf2 • -w 6' 25-1 .. ~-~~t~·;· ~;ft::~.~~~·~-~,i~ F.: ---- 405' TO R X-WAU( INSTAU. 3"C WITH 6 PAIR /120 INTERCONNECT CABLE TO CONTROLLER CABINET AT INTERSECTION OF PALOMAR AIRPORT RD. AND MELROSE DR. APPROX. 1300 FT. (PULL BOXES 200' APARl) I DETECTOR ASSIGNMENT I I DET. IPHASEI SLOT I FIELD TERMINAL I DETAIL "A" POLE LOCATION ECR.,__~ A ~B C c"4, I ·-----... IISNS ~I I ~ :;Ji I [TI Install video detection system Oteria Vantage Edge or approved equal) to provide vehlde and bicycle detection far all approaches, Including video detection processors and video monitor In the cantroD.- coblnet. video detection cameras mounted on lumlnalre mast arms and aD wiring and ancmory equlpmenL Video detection camera for the Melrose Drive ~prooches shall be mounted an the signal most arm using o PELCO Astra Broe 74" riser. All video detection equipment and software shall be new and the latest version. EXACT LOCATION BY ENGINEER IN THE FIELD !THIS PLAN SHEET ACCURATE. FOR ELECTRICAL WORK ONLY! DRAWING FILE NAME: 5202A-E-1_C U.S.A. I. 005202A 4-28-06 MV, AT MP: 4-28-0tl I I I I I 22 --W--t---:t.:-:- I 1115· STA 22+25.7 EXISTING FOUNDATION E. V. P .E. DETECTOR MOUNTING DETAIL NO SCALE 405' ----, :-,-- -__ J ---, ' Z3-IJ I L _____ J =-=-,_,._,- 4 116 12· - -- I ___ j Z1-3 I -, t,1 2J ----------4 lf8 36"X36" ' NO U TURN R73-3(CA) 36"X36" 1l R73-2(CA) Q R 0 y NOTE: If niJS lRAfflC SIGNAL IS NOT INSTAU.ED 'MniJN ONE (1) YEAR Of CITY APPROVAL. PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE <:I BEGIN CONSTRUCTION DA 1E. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL 'MTHOUT PRIOR ~TIEN APPROVAL BY THE CITY ENGINEER. CONDUCTOR SCHEDULE COND CONDUIT RUN I& & .1£. & &. .£ I& .&. SIZE lHW CONDUIT RUN •3• 2!...3' •3• • 3• •3• z..!.4" 3" 3• LOCATION "A /-/-/-1/-/-1/-/-/- LOCATION B /-/-1/-Y, Y, Y, 1/-1/- LOCATION C ½ ½ 1/-1/-1/-½ 1/-1/- Hi LOCATION D 1/-Y, /-/-/-Y, /-::,-::: H LOCATION (n /-/-1/2 1/-1/-½ 1/-1/- LOCATION (F') 1/-1/-11/-1/-/-Y, 1/-/-... LOCATION {GJ 1/t 1/1 1/-1/-/-1/t 1/t /- LOCATION 1 H /-Y, 1/-1/-1/-Y, 1/-Y, TOTAL ½ ½ ½ 1/t Y, ½ 1/t Y, VIDEO CAMERA fl --1 --1 -- VIDEO CAMERA #2 - - - 1 -1 - -COAX VIDEO CAMERA #J 1 t CABLE -- - 1 -- • VIDEO CAMERA #4 -1 ---1 -1 TOTAL 1 2 1 1 -4 -1 VIDEO CAMERA fl - -1 --1 --POl'ER VIDEO CAMERA #2 ---1 -1 -- 3/#16 VIDEO CAMERA #3 1 1 ---1 --CABLE VIDEO CAMERA #4 -1 - - - 1 -1 TOTAL 1 2 1 1 -4 -1 LDOP DLC 1112 - - - 1 1 1 -- LOOP DLC 111-4 ------ --t EVPE 112+'5 ~-+-f 31----s 12' 0 G e YA e GA DLC TYPE LOOP DLC INS - I LOOP DLC 1118 -1 ---1 --- - -- - -- I T/-1/ (5-SE 1 ,;; I -. I -. I -- 1 - '--"....i._ -- 2 ~ I I I I J ---- - . 12' 12' w a· TRAN -ORMER RW M-- DETAIL !02 + 3 5 SECTION HEADS DETAIL 'B' TOTAL -1 -1 1 2 -- E. V.P.E. t 2 1 --3 -1 ,a LIGHTING 2 2 2 2 - - - 2 #10 STREET NAME SIGN 2 2 2 ----2 18 GROUND 1 1 1 1 1 1 1 t ,a SERVICE - - 2 --2 -- jl10 VIDEO SERVICE - - 2 --2 -- ••1N1ERCONNECT CABLE (SIC ---1 1 1 - - • BELDEN 8281 (VIDEO DElECTION) OR APPROVED EQUAL • • 6 PAIR #20 INlERCONNECT CABLE (SIC) * EXISTING 5 CURB 2i=..J'c,L.:..IPER soG & E MEI.ROSE DR. STREET NAME SIGNS LDCATIIIPt @ , © REQUIREMENTS 2"C. 2}18 (UGH TING). ___ _, 2#10 (IISNS). 1#8 (GROUND) 2"C. 2/115 {SIGNAL), 2#10 (VIDEO POYi£R). 1#8 (GROUND) ) SCALE:: 1 • = 20" 0 10 20 - 04/28/0II APS DA TI INITIAL ENGINEER <Jf WORK I Lionsheo.d Ave J LIJCATIIIPt @ , @ I Melrose Drive I DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE 1HA T I AM ENGINEER or WORK rOR 1RAFFIC SIGNAL PLANS FOR THIS PRo.ECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN Of PRO.ECT AS DEFINED IN SECTION 6703 Of THE BUSINESS AND PROrESS10NS CODE AND THAT THE DESIGN IS CONSISTENT Yt11H CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK or PRo.ECT DRAWINGS ANO SPECIFICATIONS BY THE CITY or CARLSBAD IS CONFINED TO II REVEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER (E WORK or MY RESPONSIBIU11ES FOR PRO.£CT DESIGN. DAlE 1:.--I 10' CROSSWAUC t t CROSSWALK LAYOUT 't. BY:.!,.<::!~~ ANDREW P. SCHLAEFLI R.C.E. 15964" REGIS'TRLON EXPIRES: 6-3D-09 :~~;44. //40. 10/21/o~ INSPfCTOR DATE L.REPLA=.c:.c.1:c::Ec:..S ..:cClllc:.GIN=AL;::_:;SHEET=.:..::.:DA.:.cTED=-1:.::0'-'/2B::.104'-"-'---+-:-~--li-::-::-=-c-f-..,,..,.,=-+,,=-,,-! DWN BY: DATI INITIAL DATI INITIAL CHKD BY-: ---REVISION DESCRIPTION PROJECT NO. CT 98-10 I DRAWING NO. 409-1 OTHER APPROVAL CITY APPROVAL RVWD BY: ~ , ... .. ,,__, -, .. . , . - i \ /