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HomeMy WebLinkAboutDWG 428-9; CT 03-02; CARLSBAD RANCH PA 5 RESORT SITE PHASE 1; 01-19ABBREWAllOVS AH ASSY AVV BC BCC BO BOP CB Cl Cl CLR DEF. CPLG: EC ECC EC FH FL F.L FS F.S CV /£ JB MAR NE NW PJ PRC R/W s soco sco so SE SW STA TOP TB ws SWBa: GI': [{PO(iNAPHY ACCESS HOLE ASSEMBLY AIR & VACUUM VAL/£ BEC/N CVN/1' BEC/N COMPOUND CURVE BLOWOFF BOTTOM OF PIPE CATCH BASIN CURB INLET CENTER LINE CLEAR 0£FLEC710N COUPLING ENO CURVE ENO COMPOUND CUR/£ EXIS71NC CROUNO RRE f/YDRANf FLANCE OR fZANCEO FLOW LINE RR£ SERVICE RN/SHED SURFACE CATE //,4L/£ INVERT ElEVA!lON JUNC710N 80)( MAN/JAi AIR REZEASE NORTHEAST NORTHWESf PUSH-ON JOINT POINT OF R£/£RS£ CURVE RICHTOF WAY SLOPE STORM DRAIN CLEANOUT SEWER CLD/NOU T STORA! DRAIN SOUTHEAST SOUTHWEST STA/lON TOP OF PIPE Tl/RUST BLOCK WATER SERVICE TOPOCRAPf/Y Sf/OWN ON Tl/ESE PLANS WAS CENERATEO BY PHOTOCRAMMETRIC ME71!00S FROM INFORMA710N CATf!EREO ON 7-26-200! BY ANALY71CAL PHOTOCRAMMETR/C SUR/£YS INC. ANO FROM REZO SUR/£YS BY £)(CEZ ENC/NEER/NC, INC. on !!-9-01. !!-24-04 omd !2-!J-01. TOPOCRAPIIY Sf/OWN HEREON CONFORMS TO NA710NAL MAP ACCURACY STANDARDS PRO.EC[ LQCAQfJY THIS PROJECT IS LOCATED W/Tfl/N ASSESSORS PARCEZ NUMBER(S) 211 !00 !4 & 2!! 100 12 Tl-/£ CALIFORNIA COORDINATE INDEX OF If/IS PROJECf IS· N _____ --='t!f___ E_ ___ o.L..."'------- BENCH NARK 0£SCRIP110N: ~fi'i.S8Al2 CONTROi MONUMFNT f .J028. BRASS: Dt,K IN WFI I MONUMFNT $'[4MPfl! IS: 4J?4 LOCA 710N APPROX 750' WFSTFR! Y & 800' NORTHERLY ALONC A DIRT TRAIL FROV'Tf!E WESTERLY ENO OF THE CANNON ROAD B~W.~1/0~G~r.~. ------~ RECORDED.· CITY OF CARLSBAD ORTf/OPf/OTO MAPP/NC DRAW/NC NO. 296-5 EZEVA710N: !!8.768 DATUM: 1929 MEAN SEA LEVE(.!2ATUAI IMPROVEMENT PLANS CARLSBAD RANC/i PLANNING AREA NO. RESORT SIT£ PHASE! VICINITY MAP CITY OF OCEANSIDE ,a 5 NOT TO SCALE INOEX 1 CO/£R Sf/EET 2 J 4 5 15 7 8 9 NOTES & DETAILS WATER & SEWER PLAN & PRORLE WATER & SEWER PLAN & PRORLE WA !ER & SEWER PLAN & PROf7L£ WATER & SEWER PLAN & PRORLE WA !ER & SEWER PLAN & PRORLE WA !ER & SEWER PLAN & PRORLE WATER & SEWER PLAN & PRORLE !O WATER & SEWER PLAN & PRORLE !! !2 !J 14 !5 /15 !7 WATER & SEWER PLAN & PRORLE WATER & SEWER PLAN & PRORLE WATER & SEWER PLAN & PRORLE CANNON ROAD fl/ODEN VALLEY ROAD TRAFRC S/CNAL & SAFETY LICH71NC SYSfEM (CANNON RO) S/CNINC & STRIP/NC PLAN (CANNON RO) !8 S!CNINC & STRIP/NC PLAN (CANNON RO) !9 S/CNINC & STRIP/NC PLAN (fl/ODEN VALLEY RO) LEGEND PROPOSED SEWER LINE -S - PROPOSED ACCESS I/OLE 0 PROPOSED WATER LINE -W- PROPOSEO RRE HYDRANT - PROPOSED STORA! DRAIN EX/S 71NC SEWER £XIS71NC WATER £XIS71NC RECLA/MEO WATER --<,w--- S.l-IEET INJJEX MAP SCALE 1 "=200' OEa,ABAll/J'( oc~wr CHARCE SIT£ I PACIFIC OCEAN 'Y 0 CITY OF VISTA CITY OF ENCINITAS REFERENCE QRAWNGS CITY OF CARLSBAD OWG: NO. 3J3-2C J3J-2CO JJJ-2V JJJ-2Y JJJ-2Z I HEREBY DECLARE Tf/Af I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAvE EXERCISED RESPONSIBLE CHARCE 0/,f"R THE OES/CN OF Tf/E PROJECT AS OERNEO IN SEC710N 15703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE OES/CN IS CONSISTENT WITH CURRENT STANDARDS CARLSBAD MUNICIPAL WATER DISTRICT APPUCANT I SUBmvtQER: GRAND PACIFIC RESORTS, INC. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 (760) 431-8500 CONTACT: TIM STRIPE i UNDERSTAND Tf/AT THE Cf/ECK OF PROJECT ORAWINCS ANO SPECYf7CAflONS BY !HE C/fY OF CARLSBAD ODES NOT REZIE/£ ME, AS ENC/NEER OF WORK, OF MY RESPONSIBIL/71ES FOR PROJECT OES/CN. &-d .,,..,~ 14'~ ROBERT J. WOIK ~/1~/.,t:. D TE DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6/30/06 ·' 11 f;a/os 11-DD Ix AS-BUILT ffORK TO BE DONE Tf/E IMPROVEMENT WORK Sf/ALL 8£ PERFORA/£0 IN ACCORDANCE J11/TH Tf/E FOLLOJ11/NC DOCUMENTS, CURRENT AT !HE 17M£ OF CONSTRUC710N, AS 0/RECTEO BY THE Cl TY ENC/NEER !. CARLSBAD MUNICIPAL COO£ 2 CITY OF CARLSBAD STANDARDS J. Tfl!S SET OF PLANS 4. R£SOLU710N NO. 51585, 5686, 51587, 5688, 5689, 5690 & 5159! OATEO SEPTEMBER !, 2001. 5. ff/£ STANDARD SPEC/RCA710NS FOR PUBLIC WORKS CONSTRUC710N (CREEN BOOK) 15. SOILS REPORT ANO RECOMMENOA710NS BY LEIGHTON ANO ASSOCIATES OATEO APRIL !!, 2005, AS UPDATED. 7. Tf/£ SAN 0/ECO AREA REGIONAL STANDARD ORAJ11/NCS ANO AS MAY BE MOO/RED BY Tf/E CITY Of-' C:4RLSBAO SfANOAfrOS. 8. CALIFORNIA COASTAL COAIAI/SS/ON DEVELOPMENT CON0/710NS. PERMIT 03-04 51588 DATED SEPTEMBER !, 2004. 9. Tf/E CARLSBAD MUNICIPAL WATER DISTRICTS STANDARDS ANO SPEC/RCA170NS FOR WATER, SEWER ANO RECLA/MEO WATER !O. STORA/WATER POLLU170N PREV£N170N PLAN (SWPPP) PREPARED BY EXCEL ENC/NEER/NC DATED.· 5-20-2005 W0/0 ,f 9 J7CJJ58/J _ 11. C:4LIFORNIA SfORMWATER {!/JAL/TY ASSOC/A170N (CASC!A) STORM/YATER BEST MANAGEMENT PRAC71CE, CONSTRUC710N HANOBOO!(,· ANO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTA710N CONSTRUC710N SITE BEST MANAGEMENT PRAC71CES (BMP) MANUAL LEGENJJ OESCRIP 710N ! 0" WELDED S TEEZ PIPE !2" C-900 CL-!50 WATER MAIN !0" C-900 CL-150 WA !ER MAIN 8" C-900 CL-!50 WATER MAIN 5" C-900 CL-!50 WATER MAIN !2" C-900 CL-150 RECLA/MEO WATER MAIN RRE HYDRANT ASSEAIBL Y !15" CATE VAL VE !2" CATE VALVE !O" CATE VAL Vt 8" G:4 TE VAL/£ 15" CATE VALVE 15" CATE VAL/£ (INCLIJO[O IN FH ASS/) ENO CAP (TB RE(.!U!REO) 2" AIR-VACUUM VAL/£ 2" MANUAL AIR RELEASE 2" BLOWOFF !" WAfER SERVICE 2" WATER SERVICE 2" RECLA/MEO WATER SERVICE (/RR/CA 710N) OEfZECf!ON COUPLING' Tf/RUST BLOCK 8" RRE SER VICE REDUCER SEWER ACCESS f/OLE (UNLINED) SEWER ACCESS f/OLE (PVC LINED) 8" PVC SEWER MAIN 5" SEWER LATERAL W/CLEANOUT MOO/FY EX/S11NC INLET TO CLEANOUT OtMO EX/STlNC APRON !8" RCP (!J50 0) 24" RCP (!J50 0) STORA! DRAIN CLEANOIJ/ IYPE 85 TYPE B-! CURB INLET PCC CURB OUTLET PCC PEDESTRIAN RAMP, TYPE 8-! 8" PCC MEO/AN C/JRB TRENCH RESURFACING (TYPE Ii} fRAFf7C SrG'NAL S!R/P/NC S!CNACE REMO/£ EXIST. C/JRB & CUTTER REMOvE EXIST. MEO/AN CURB REMOVE EXIST A/C BERA! SAWCUT AC/,48 PA /£,WENT TYPE C' C/JRB & GV/fER PCC SIDEWALK OWG: NO. CMWD 1/134 CAIWD W/2 CMWO W/5 CMWO W/5 CA/WO W/5 CMWO W/5 CMWO 1/115 CMWO W/9 CMWO W/9 CMWO W7 CA/WO W/5 CMWO W/5 CA/WO WJ CAIWD W4 CMWD W4 CMWO W/5 CMWD W/9 CITY S-! CITY S-!A CITY S-5 arr s-7 SORSO 0-10 SORSO 0-2* SORSO C-25 SORSO C-28 CITY CS-!8 SORSO C-24* CALTRANS STOS. CAL !RANS ST0.5: * AS MOO/RED BY CITY OF CARLSBAD STANDARDS SYMBOL OUAN71TY -w-155 LF -w-J,847 LF -w-553 LF -w-158 LF -w-J49 LF -RW-40 LF -!3 EA ® 4 EA ® 20 EA ® 4 EA ® 15 EA ® ! EA ® !8 EA :w: 14 EA ■ • 5 EA ■ !! E4 • 22 EA @--------o-----~ @--------o----- (!}-D-~ 2 EA !2 EA ► J2 EA 4 EA pj 2 EA 0 9 EA 0 4 EA -s-~ @-o-A ""i2l ! EA ----------2! LF 215 LF m ! EA ~ ! EA fil:J ! EA +W• ! EA !J LF -,· ;;,~-<;-'/,/'.> _--· 320 LF 1 LS J, 100 LF 2! EA 5! LF 48 LF 90 LF 912 LF 358 SF 27LF 279 SF CITY OF CARLSBAD FIRE DEPARTMENT 11 AS BUIL T11 REQUIREMENTS ~V/~J NO. OF F.H.(S)_1_,j_F.FLOW 'll62 G.P.M. OUT OF_4_F.H.(S). ,1 /,z~/4 I< BLDG. SPRINKLED l'lfS:;iNO .. . F.FLOW 325oG.P.M. , P.E. ;J¾Z9 12 /01 /06 i=§~l,~«~ EXP. DATE 'f /4°!. / d (o REVIE\./ED BY, Ft~EMAR,sHL 0ATE1 ~--< ,,..,.. c./L,,.,___ / ;;, -3 . Q '8-"' If{ZPECTDR DATE I SH~ET I CITY OF CARLSBAD ~ ---.. --~-ENGINEERING lJEPARTMENT g IMPROVEMENT PLANS FOR CARLSBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 APPROVED Sr . dr<~~~~ '0' sl .:(;, - I ~ CITY ENGINEE PS ,---EXPIRES , . DATE ENGINEERING LANO PLANNING -CIVIL ENC/NEER/NC -SUR/£YINC 440 STA TE PLACE -ESCONDIDO, CA 92029 6//l,/07 RDD r , IMPROVEMENT R~Vl~ION S -3~£t TS 1 J. 5 C, 111/J:,,/ /JN (,/.,.,h? '.i"'V DWN BY: I I PROJECT NO. DRAWING NO. (7150) 715-8!!8 -FAX (7150) 745-/890 DATE INITIAL ATE INITIAL DATE !NITIAL CHKD BY: E,'l'P ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ouJ CT 03-02 428-9 t 011 Z09 070607 ' ,os·1206· · CENERAL NOTES !. 71-1/S PLAN SUPERSEDES ALL 071-IER PLANS PREl10USL Y APPROVED BY 71-IE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOHN ON 71-1/S SET OF PLANS. 2. APPROVAL OF 71-1/S PLAN DOES NOT LESSEN OR WAIVE ANY PORT!ON OF 71-IE CARLSBAD MUNICIPAL CODE, RESOLUT!ON OF CONOl!lONAL APPROVAL, CITY STANOAROS OR 071-IER AOO/TlONAL DOCUMENTS LISTED HEREON AS 71-IEY MAY PERTAIN TO 71-1/S PROJECT. 71-IE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 71-IESE PLANS WHEN NON-CONFORMANCE IS 0/SCOVEREO. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENC/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORREC710N OF ERRORS ANO OMISSIONS 0/SCOVEREO OUR/NC CONSTRUCT!ON. ALL PLAN REVISIONS SHALL BE PROMPTZ Y SUBMITTED TO 71-IE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 71-IE CITY ENGINEER WILL BE REOU/REO FOR ANY WORK IN 71-IE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT!FICATE OF INSURANCE MUST BE FILED NAMING 71-IE CITY OF CARLSBAD AS AN AOO/llONAL INSURED ON 71-IE PERM/TTEE's POLICY IN 71-IE MINIMUM AMOUNT OF /!,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 71-1£ INSURANCE COMPANY l'IR/TlNC 71-IE POLICY MUST HA VE A RA llNC OF A-. OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RAT!NC CU/0£ 5. NO WORK SHALL BE COMMENCED UNTlL ALL PERMITS HAVE BEEN OBTAINED FROM 71-1£ CITY ANO 071-IER APPROPRIATE AGENCIES. 6. REVISION OF 71-IESE PLANS MAY BE REOU/REO IF 71-1£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTEO PRIOR TO 71-IE OEAOLINE DATE OF 71-IE IMPROVEMENT AGREEMENT. 7. NO REVISIONS Will BE MAO£ TO 71-IESE PLANS W/71-IOUT 71-1£ l'IR/TTEN APPROVAL OF 71-1£ CITY ENC/NEER, NOTED W/71-1/N 71-1£ REVISION BLOCK, ON 71-1£ APPROPRIATE SHEET OF 71-1£ PLANS ANO 171l£ SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME 71-IE PROPERTY OF 71-1£ CITY UPON BEING SIGNED BY 71-IE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REl1SEO TO REFLECT AS-BUil T CONO/TlONS BY 71-1£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 71-1£ WORK BY 71-1£ CITY. 10. ACCESS FOR FIRE ANO 071-IER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 71-1£ PROJECT SITE AT All TlMES OUR/NC CONSTRUCT!ON. !1. WHERE TRENCHES ARE W/71-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACllON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 71-1£ STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 71-1£ FIELD OF APPLIED SOILS MECHANICS. 71-1£ SOILS REPORT WILL BE SUBMITTED TO 71-1£ CITY ENGINEER/NC INSPECTOR W/71-1/N TWO WORKING DAYS OF COMPLET!ON OF FIELD TESTS 71-IE l'IR/TTEN FIELD COMPACT!ON REPORT(S) SHALL BE /MMEO/AlEL Y SUBMITTED TO 71-1£ CITY ENGINEER/NC INSPECTOR UPON COMPLEllON OF 71-IE FIELD TESTS ! 2. A PRFCONS:TRUCllON MITllNG 'iHAII BF HD D A T THF 'ii 1F PRIOR TO !HF BEGINNING OF WORK ANO SHALL BE ATTENDED BY All REPRESENTAT!VES RESPONSIBLE FOR CONSTRUCT!ON, INSPECT!ON, SUPERl1S/ON, TESllNC ANO ALL 071-IER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEET!NC BY CALLING (760) 438-389! AT LEAST FIVE(5) WORKING DA Y.5' PRIOR TO START!NC CONSTRUCllON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. All INSPEC110N REOUESTS OTHER THAN FOR PRECONSTRUCT!ON MEET!NC Will BE MADE BY CALLING THE ENGINEER/NC 24-HOUR /NSPECT!ON REOUEST LINE AT (760) 438-389!. INSPECT!ON REOUESTS MUST BE RECEIVED PRIOR TO 2.·00 P.M. ON THF DAY BFFORF !HF IN'iPFC170N 6 NFFOFO, INSPEC TlONS Will BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE REOUESTS MAO£ AFTER 2.·00 P.M. WILL BE SCHEDULED FOR TWO Fl/LL WORK DA Y.5' LATER. 14. 71-IE OHNER ANO/OR APPLICANT 71-IROUCH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OE/1CES, INCLUDING SHOR/NC, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULAT!ONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECllON 6705 BY SUBM/TllNC A DETAIL PLAN TO 71-1£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHOR/NC, BRACING SLOPE OR 071-IER PROVISIONS TO BE MADE OF WORKER PROTECT!ON FROM THE HAZARD OF CA/1NC GROUND OUR/NC THE EXCA VA TlON OF SUCH TRENCH OR TRENCHES OR OUR/NC THE PIPE /NSTALLA TlON THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5') OR MORE IN OEP71-I ANO APPROVED BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VA TlON. IF THE PLAN VARIES FROM 71-1£ SHORING SYSTEM S:TANDAROS: FSTARll'iHFO BY THF CQNSTRUCT1QN 'iAEUY ORDERS. ll11F 8 CALIFORNIA AOM/NISTRA Tl/IE COO£ THE PLAN SHALL BE PREPARED BY A REC/STEREO ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCA VA 170N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA TlON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO W/71-1/N ANY WORK ZONE OUR/NC CONSTRUCTION, OPERA llONS: IWLI C£4 ST II.IMFl}!A TFI Y ANO THE PERM/TTEE WILL NOT!FY THE CITY ENGINEER. OPERAllONS WILL NOT RESTART UNTll THE PERM/TT££ HAS RECEIVED l'IRITTEN AU71-IOR/TY FROM THE CITY ENGINEER TO 00 SO. 17. ALL OPERAT!ONS CONDUCTED ON 71-1£ SITE OR ADJACENT 71-IERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA TlON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT!ON EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EOUIPMENT SHALL BE LIM/TEO TO THE PER/00 BET/1£EN 7.·00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOl1NC OR GRADING OPERA TlONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY HOLIOAY.5' IS AVAILABLE AT 71-IE ENGINEER/NC OEPAR!MENT COUNTER.) !8. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 71-IE CONTRACTOR TO 71-1£ CITY ENC/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 71-1£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG !HF HAUL RQUTF OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA110N. 19. NO BLAST!NC SHALL BE COMMENCED W/71-IOUT A CITY ENGINEER APPROVED BLAS11NC PROGRAM. 20. 71-IE EXISTENCE ANO LOCAT!ON OF UT!LITY STRUCTURES ANO FAC/L!TlES SHOWN ON 71-1£ CONSTRUCT!ON PLANS WERE OBTAINED BY A SEARCH OF 71-IE AVAILABLE RECORDS. ATTENTION IS CALLEO TO 71-IE POSSIBLE EXISTENCE OF 071-IER UTll/TY FACILIT!ES OR STRUC1l/RES NOT SHOHN OR IN A LOCAT!ON DIFFERENT FROM 71-IA T SHOWN ON 71-1£ PLANS. 71-1£ CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT!ONARY MEASURES TO PROTECT 71-IE UTll/TlES SHOWN ON 71-1£ PLANS ANO ANY 071-IER EXIST!NC FAC/l/TlES OR STRUC1l/RES NOT SHOWN. 2!. 71-IE CONTRACTOR SHALL VERIFY 71-1£ LOCAllON OF ALL EXIST!NC FAC/LIT!ES ( ABOVEGROUND ANO UNDERGROUND) W/71-1/N 71-IE PROJECT SITE sumC/ENTZY AHEAD OF 71-IE CONSTRUCTION TO PERMIT THE REl1S/ONS OF 71-IE CONSTRUCT!ON PLANS IF IT IS FOUND THAT 71-IE AC1l/Al LOCAT!ONS ARE IN CONFLICT W/71-1 71-1£ PROPOSED WORK. 22. THE CONTRACTOR SHALL NOT!FY AFFECTED UllLITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARllNC CONSTRUC710N NEAR 71-IEIR FACILIT!ES ANO SHALL COORDINATE MJRK WITH A COMPANY REPRESENTAT!il£ UNDERGROUND SERl4CE ALERT (800)422-4/JJ SOC&:£ (800)660-7343 SBC (800)892-0123 ADELPHIA CABLE COMMUNICAllONS (760)438-774! COX COMMUNICAT!ONS (760)806-9809 CITY OF CARLSBAO(STREETS ANO STORM DRAIN) (760)434-2980 'CITY OF CARLSBAO(SEM:R,WATER & RECLA/MEO WATER) {760)438-2722 'SAN 0/ECU!TO WA TER DISTRICT (760)633-2650 "LEUCADIA WASTEWATER DISTRICT (760)753-0!5.5 'VALLEC/TOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 BUENA SANITAllON DISTRICT (760)726-1340 'AS APPROPRIATE S TREET NOTES !. AC1l/AL STRUC1l/RAL SECT!ONS WILL BE DETERMINED AFTER 7i'" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF 71-1£ STATE OF CALIFORNIA, PR/NC/PALL Y DOING BUSINESS IN 71-1£ FIELD OF APPLIED SOIL MECHANICS, ON 71-1£ PREPARED BASEMENT SOIL 71-1£ 7i'" VALUE TESTS ANO 71-1£ ENGINEERED STRUC1l/RAL SECT!ON MUST BE SUBMITTED TO 71-IE ENC/NEERING INSPECTOR FOR R£14£W ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE 71-IE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON 71-IESE PLANS,UNOERCROUNO CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON 71-IE AS-BUILT" PLANS. NO DIRECT BURIAL STREET LICHT FOUNOAT!ONS WILL BE ALLOWED. All LUM/NA/RES SHALL BE ·cur OFF" T'!P£ J. All UNDERGROUND UTll!TlES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT!ON OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE W/71-1 A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO !5" PVC MAY BE UT!LIZEO PROl10EO OEP71-I IS LESS THAN 15 FEET ANO BACKFILLED W/71-1 J/4" ROCK PER SORSO S-4 T'!PE "C" ANO PIPE MEETS AS!M STANDARD JOJ4 FOR SOR 35 SOLID WALL PIP£ 5. WHERE AN EXIST!NC PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED W/71-1/N T/1£NTY FEET OF BUILDING OR STREET AREAS ANO REPLACED W/71-1 PROPERLY COMPACTED SOILS. IN 071-IER AREAS 71-IE PIPE Will BE PLUGGED W/71-1 CONCRETE OR REMOVED AS APPROVED BY 71-1£ CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TlTZE 24, CALIFORNIA AOMIN!STRA!l/lE COO£ 7. STREET TREES SHALL BE INSTALLED PER SECllON IV O.J OF 71-1£ CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE H'rVRANT MARKERS SHALL BE PLACED IN 71-1£ STREET W/71-1/N 71-IE LIMITS OF WORK OF 71-IIS PLAN PER SORS owe M/9. 9. All SURVEY MONUMENTS ANO POINTS 71-IAT ARE O!S1l/RBEO BY 71-IIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER 71-1£ PROFESSIONAL LANO SURVEYORS ACT. !O. TWO (2) SETS OF SURVEY (CU!) SHEETS SHALL BE PROl10EO TO THE CITY ENGINEERING IN.SPEC TOR. SElfER N OTES !. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/71-1 71-1£ CITY OF CARLSBAD ENGINEERING STANDARDS DATED JUNE JO, 2004 ANO 71-IE STANDARD SPEC!F/CAT!ONS FOR PUBLIC WORKS CONSTRUCT!ON, LATEST EOIT!ON (GREEN BOOK/ 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVAT!ON PERMIT FROM 71-IE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVAT!ON ANO SHALL ADHERE TO All PROl1SIONS OF 71-IE STATE CONSTRUCT!ON SAFETY ORDERS. J. BEFORE ANY CONNECT!ON TO 71-1£ 0/STR!CT's EXISllNC SYSTEM, A PERMIT SHALL BE OBTAINED FROM 71-IE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY 71-1£ 0/STR!CT's ENC/NEER ANO SUPERINTENDENT. 4. BEFORE CONSTRUCT!ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. 71-IE CONTRACTOR SHALL NOTlFY 71-1£ CITY OF CARLSBAD ENGINEERING /NSPECT!ON 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT!ON. (TELEPHONE NO. {760} 438-3891) !YATER N OTES !. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/71-1 71-1£ "CITY OF CARLSBAD ENGINEERING STANDARDS" VOLUME 2 & .J, DA TEO JUNE JO, 2004, OR 71-1£ LA TEST REl4SION. 2. 71-1£ CONTRACTOR SHALL OBTAIN AN EXCAVAT!ON PERMIT FROM 71-IE DIVISION OF /NOUS TRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PR0/10£ PROOF OF OSHA NOT!FICAT!ON ANO SHALL ADHERE TO All PRO'vJS!ONS OF 71-1£ STATE CONSTRUCT!ON SAFETY ORDERS. J. BEFORE ANY CONNECllON OR SHUT DOHN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM 71-IE C.M.W.O. omcE ANO MUST BE SIGNED ANO APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENOEN T. 4. A PRECONSTRUCT!ON CONFERENCE M££17NC SHALL BE HELO A MINIMUM OF 7 DAY.5' BEFORE CONSTRUCT!ON BEGINS. THE CONTRACTOR SHALL NOT!FY 71-IE CITY OF CARLSBAD ENGINEERING INSPECT!ON 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT!ON, lELEPHONE N0.(760) 138-389! FOR SCHEDULING. 5. NO TREES OR STRUC1l/RES SHALL BE ALLOWED IN 71-1£ WATER LINE EASEMENT, ALL EXIST!NC TREES ANO STRUC1l/RES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPT!ONS SHALL REOUIRE l'IRITTEN PERMISSION FROM THE DISTRICT ENC/NEER. 6. 71-1£ EXACT HORIZONTAL ANO VERT!CAL ALIGNMENT ANO T'!PE OF MATERIALS OF 71-IE FIRE LINE LOCATED BETWEEN 71-IE DETECTOR CHECK VALVE ANO BU/LO/NC SHALL BE DETERMINED BY 71-1£ CITY OF CARLSBAD FIRE MARSHAL 7. ALL RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 71-IE CITY OF CARLSBAD ENGINEERING STANDARDS DATED JUNE JO, 2004, OR AS AMENDED 8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECT!ON. IF OEVELOPER/OHNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES 71-IAT PROTECllON CAN BE PERFORMED IN AN071-IER MANNER, 71-1£ DISTRICT ENGINEER Will CONSIDER AN ALTERNAT!VE FORM OF PROTECT!ON. CMlYO CONSTRUCTION NOTES !. ALL POTABLE WATER SER14CES SHALL BE 1" ANO ALL POTABLE WATER METERS SHALL BE 5/8' (UNLESS OTHERWISE NOTED ON PLANS/ 2. All WATER METER BOXES SHALL BE 17x30x!2' POUUER CONCRETE AS MANUFAC1l/REO BY ARMORCAST OF EQUAL J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERl4CES SHALL BE !O FEET. 4. 71-1£ TOP OF WATER METER BOXES SHALL BE FLUSH W/71-1 71-IE FINISHED SURFACE GRAD£ 5. NO OEFLECTlONS AT BELLS, F/TllNCS OR OF THE PIPE WILL BE ALLOWED. 71-IE USE OF OEFLEC 170N COUPLINGS SHALL BE REQUIRED. CURB PER S.O.R.S.O. C-f & ROI.LEO CURB 2% PROPOSED STORM DRAIN PIPE PROPOSED SEM'RLINE COVER VARIES CURB PER S.O.R.S.O. C-! & ROLLED CURB ! 2% BIO-Fil 11' RESORT ORIVEWA Y TYPICAL SECTION NOT TO SCALE CURB PER .O.R.S.O. C-! & ROI.LEO CURB 'PCC SIDEWALK PER SDRSO C-7 JOINT UllLITY TRENCH PER SORSO M-!5 PROPOSED WATERLINE llf71-I J.5' MIN CO/ER STAllON 2-l+!J.93 TO STATlON 32+68.!f SEE 0/IC. 428-9A Fat? DETAILS CURB PER S.O.R.S.O C- at? ROLLED CURB 70' 20' ll j. 25' 28' 2% -, ,I,,, ,I CURB PER O.R.S.O. C-! QI? ROI.LED CURB 5' PCC SIDEWALK n PER SDRSO C-7 L___l-----JOINT UTlL/TY TRENCH PER SORSO M-!5 610-RLTER R/W 4.5 ' 5.5' EXIST!NC CURB ANO CUTTER PER S.O.R.S.O. C-2 (T'!P) 5!' J2' 2% EXIST!NC 8' T/'PE B-1 CURB I I Ii 9 ' !!4' 9 ' !5' 63' 44 ' 2% EXIST!NCJ CURB ANO CUTTER !9' ~ ~ lli lli ~ c:,: "' ~ • '< ~ CANNON ROAD g»sT) ~ ~ "" TYPICAL £ C TION ~ kl cs NOT TO SCALE ~ "" kl cs R/W 52' PROJECT 14' 40' 5.5' 2% - V) ~ ~ "" kl cs R/W 8' 5.5' 8.5' 20' ll 20' 5.5' 25' 2% - EXIST. 8' PCC SIDEWALK PER SORSO C-7 ~ 2% 2% -- 5' !2. R/W PROJECT 4.5' 2% -- EXIST 5' PCC SIDEWALK PER SORSO C-7 EXIST!NC 5' PCC SIDEWALK PER SORSO C-7 ,,{) 50' PROPOSED SEM'Rl!NE / ~---=-----j PROPOSED WATERLINE llf71-I J.5' MIN CO/ER CO/ER VARIES RESORT DRIVEWAY TYPICAL SECTION NOT TO SCALE STATlON o+98.5! TO STATlON 2!+58.3! SEE 0/IC. -128-9A Fat? DETAILS '=t m # .. 1=NGINEERING LANO PLANNING -C/14l ENC/NEERING -SURi£!1NC 140 STATE PLACE -ESCON0/00, CA 92029 (760) 745-8!!8 -FAX (750) 745-1890 ENGINEER OF WORK: ~ ~ 8-ZZ-L.?A DATE: S 82 05 ROBERT D. DENTINO RCE 45629 EXP . 12-31-06 11/18/oB ROD I.I.\ 115-~ IILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 ~ [;j EXISllNC [;j "' CURB ANO CUTTER 5l "' lli lli PER S.0.R.S.O. C-2 (T'!P) • lli ~ ~ c:,: c:,: ~ "' ~ ~ bi • • ~ ~ ~ ~ '< • d '<) "" ~ ~ ~ ~ ~ "" Cl: • "" kl kl ~ kl cs cs ~ cs "" kl cs HIDDEN VALLEY ROAD (EXIST/NC) TYPICAL SECTION NOT TO SCALE ~iaFESS;o~ 11 AS BLJIL T" ~¢' D. OCf <,'.; ~?vJ t?~· ~:6-/I /4c/4 S -0 'h ',!:, ~ 0:: No. 45629 Os; > 12 !}1 Los P.E. ~5629 EXP. DATE ~ Exp.12-31-06 * ~/J C/VI'-~ REVIEIJED BY, [ OF C~I._\\ ' /~ c.vv-. I 1;;,-,3. 1::>8' It-18:PECT□ R DATE I SH~ET I CITY OF CARLSBAD ~ ENGI NEERING DEPARTMENT 9 IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 APPROVED a' r /4 / ,<; ',,,-,: v' JAY~_,,;/;_ . _ ~lrJilot:a -CITY ENGINEE~E --EXPIRES I ATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ OTHER APPROVAL Cl TY APPROVAL CT 03-02 428-9 RVWD BY: 0\1209 051206 0 "-> :E 0" "Tl ~ ~ l'v r.o ex, I <D -+- + + t--c,-,j: -+-t- +-'-+ -+- + -1- t-+ + -+- +-+-+-+-f.95-+--+--+---+---+--+---t-----<f---t---+-+--+--+--+---+---+--+---t-----<-t---+-+--+--+--+---+---+---+--+-----<-+---+---+---+ ' -t ~ 1 1 l +-+--./9/h 1-----1 t t I t--185 + + .. .. -t- -+ t-- -+- + t- + + -+- -+ ... -t: +- + -+- t ;- + -+- ' + +--t--+-' -+--+---+ . -+ --+ --+---+---+---+--+--+--+--+ +-t-r-,-t---t----t---t---r----t--t-----ii-t-t-t--t---t--+-t---t---r--t--t;-t-t-t--t---t--+-t----t---+--t----ci:c-f::::;;--1---t---t--t--t---t----t--t----ll----ct +- + -t t ,-- -r--,--r-,-c,-r=r~=l==t----\c=t=t= f---t t--co:;;..,,__,._:::;:---1 19.,.,....+--+--+---+--+ -\---l-=t+-++-+----F--f---+'-------1------'l----l--'1'--+-+-l -1-----1-,k....,..,,=it---=lt +---- ,- L__ 1 ,,.! 1-90 .. ,_J h ~ a;;~ !.:] ~!8.' + -+--+ l I l,t'j + t- -+--t . -t- --+- -+- +- -+- -t- t- +----+ +-=t- t--+ tn l ! t +-----! 180 --l-------4 --1-----4 1 75 +------+ ! +------+ I I ~ +-t !?O~ +------+ ~ "' .,; ~ ,2· 80 - ~-'.ll-----4 "'~ e; ~- J._'f--+--+--f---f-4--f-=4'-------lcc--f-=-l--t+---f----i------r------,-----,,-----L -t-----t I ! i I ,,~1 1 1 = _ f--ORY-U7!Ll11ES CROSSING 4 jJ% t 1----1 -,. 4 w & _ _,_ . i':i "'--l 1 = ,__ <a <;:, ,, ~<;:, t 1 t 7 T f--+~ ~-µ l------'= I ~ '>i -"' j =-ct ~:;: i---ccr--1 :,;,-j r---= -;- I J ~ "' <>, ~ ~ e; 1 G"""l i_ t--+ "' ~-~--+ f I I i t I r:=th .--t--~ ~L 4--1 -;_µ 1----1 + +---t t---i .. +-+ --+---+- +--+ RESORT PRI-V-A.:rE QRIVEWAY 12RQFlbE ----< HORtZONTAI!. SCALE ,•-20• ~11CAL1 5Cfil 1°-4' r t------+-----t -+ 7 +-+ + t- T + t----t-+ + f I +------+ >----6 +----f i I 1 I -+- " +------+ -+- ~ t-L-1 ~-=-l. ~ ~ ~-180 ~ '.--+1?.',--+-+--+---+--+--+---+--• I r 1 l--'1'---l-+--l---+---+-+--+----l----ll---l---l-----l-+--l---+--+-+--+----l----l'-----1----l--+--+--l---+--+-+--+----l----l"----F---l---l-+--l---+--l--+17,r 1-+-+--+---+--+---+---+--< +-+--+---+--+--+---+---+--+---t-f--t--+--+---+--+--+---+---+--+---t-----<f--t--+-+--+--+--+---+---+---+---t-----<f--t--+-+--+--+--+---+---+--+--+-----<f--t---i -l---+-+---+--+----+-+---+-+--4--i--+----+-4-+--+-+---+----t=-f--,-+---1--,----f--'--+-4-c-++-+---+-f----+--F-,----~~~~1--d ~~-16§-+-~--+---+-~~-~--+-~~--+-f---~+--+--+---+---+---+-~~--+-f--~~-+--+-~--+---+-~~--+--+f--f--~+--+-~--+---+-~~--+--+f--f--~+--+-~--+- I I \ 51.00' I I I \\ \ I I 1+00 )a "-- I I 3' ~ Cl: r"li ~ 2 I ~ I 2+00 =- --W-----+W--W--W--W--W--W---+ r \' / / _,,,,-----\ i ~1----'-/-vV" I I Ir / --r J+OO I L - LOT 4 J.,·~2 s· ~LCOftl /f./f I (/) s I I I I I I rc!w CON 11NUA 110N SEE I (/) LINE 's-1' ON SHEET 9 "---__,, I I PROPOSED PUBLIC U11LITY EASEMENT PER !HE RNAL MAP EXISTING EASEMENT FOR PUBLIC STREET AND ~~:::::::~~~~~===~~=:=~-=----~-----,--~~------------------,-----~--~-~-~---------, PUBLIC UTILITY PURPOSES PER DOC. NO. -WATER DATA 1998-0465418 RECORDED 7-27-98 OF O.R. C-900 PVC NO DEl.TA 73RC RADIUS LENC!H REMARKS 1 SJ1'29'o9t 15. 15' 12' C-900 CL-150 2 S28'22'o5t 5.00' 12' C-900 CL-150 J S2J'22'o5t 500.95' 12' C-900 CL -150 r-=t w # .. ENGINEERING LANO PLANNING -C/11L ENGINEERING -SUR/,F/1NG 440 STA TE PLACE -ESCON0/00, CA 92029 SEWER DATA NO DEl.TA 73RC RADIUS LENCTH 0 S2J'22'o5t 283.28' SCALE: 1"=20' (760) 745-8!!8 -FAX (760) 745-1890 -------0 t?O 40 60 80 SDR-35 CENTERLINE DATA REMARKS NO DEl.TA BRC RADIUS LENC!H 8' P/IC (j) SJ077'12t 52. !J' 2 S2J'22'o5t 499.26' ENGINEER OF WORK: ,,,&/vD,,_..k---DATE: '/-Jz-oC ROBERT D. DENTINO RCE 45629 EXP. 12-31-06 REMARKS K D. oq5 ~ fg 1 Ge No. 45629 O Exp. 12-Jl-05 C/V\\. 5+00 s LOT 5 PROPOSED PUBLIC U11LITY EASEMENT PER !HE RNAL MAP 6+00 "AS BUILT" ~~~ ,, /4.:/4 8 ' 11../31 !01 EXP. _ .1 REVIE\./ED BY, ~c.,.,_, I.., IPECT□R DATE 12· 3 · 9 t( DATE l----+---+------------l----l-----+---+-----I I SH3EET I CITY OF CARLS BAD I SHEETS I ENGINEERING DEPARTMENT 1 9 ~='---'===============::::::::::::::::::::::::==----==~ 1-----1------+----------------->-----+---+----+------< IMPROVEMENT PLANS FOR: 11 II O'S ROD AS-Slil I-,- DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARL.SBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 APPROVED Br ~a--,...-,r(,,..,e:,;;,<:::::,:~;.,;c?,L,,__£cl4-'d,c_~~~=-_.,.___~= #Vob CITY ENGINEEffPE~ 7 EMRES d'ATE OWN BY: CHKD BY: C~ RVWD BY: _ PROJECT NO. CT 03-02 I DRAWING NO. _ 428-9 011209 051206 0 w :E oC> 'Tl ~ ~I\) rp <D =I i : t t 11 i 111 11 1 ft+ 220--i---l-'00 + l----1 t-"t TOP OF 12• PVC CL t--+--+--+--+--+---+-c2-/0 t-,t--+---!c--+-+--+--+-+~-<--t-----,+-+-+--+--+-+-~+-,:,,-+~--1--'t--l--+-+--.l"--l--'f--l- 205,::r=i t-r--+---t--t--t--c-i---±--i:s:' ;s! .,; -+---HI~ : '£--1:.~r'hr"+-lt ~ i:l ;;:_. H f-----ric-+-+--+-+-+----+-"-f--::1:,;::c,F-F-f-"F-'l-"'-ll!--t:t-ll c---"i CG 1;;: tc-1t--+--r--+---t--t--t---t~ s:t>-~l">--+--+---+---+---1---+ ~-~ ~ ~~~. I ~-,;c--W S!j~ I ,-~~~--1~~-~~*~ H f-=f--'r-±-+-++-+-+~~~-~~ f !95' I "j <:: , t- /9, &, S.5'X.l5' Te:LC()"f VAVL1 --t"----, -.c1 °b '9 I t I I I I , LOT 13 VA 1F STORM DRAIN. SEi. WC. 428--9A -.....: t +--t 8+00 + ~ .. -+-+-+--+--+-+----+-+ !90 l --t: H + + + 13= j ', 2 12 "p;r; >--<D ij _j/Rli'/flAll~TSZ.££~ 5.,-')( 3.5"' TelCON/ VAVLT 9+00 +-l----1 I I r .. +--t -+---+---+--o'-.o£ 4. Jl3% ..= rr--+--+--+---+ +---'e[Nclf8/J-, "'i" ¼~~ + LOT 3 H . ,. t=i ~i1LJ' f t +--t l----1 f f I I ~ ~ ~ I . ..,_., -4-::Y< t + + <J> ~ i:J. i-f!"v"'" :;f,i'.'\:-1- !0+00 PROPOSED PUBLIC UliLITY £ASA/ENT PER !HE FINAL AIAP !--I t -c._l 1 +-y --!?00 I -.,_, -----s C L i t ' gJ 6I !!+00 11+~ --I c ---------' /7'C--s s ~ S- f t t I ' . f -t I j 96.78 ' t I: t 1 t=I- [t8 p VG fl 2. Of]% !2+00 s --s-~-s S 0.8 '><1' MtJ,YU/1£4/r c,. SIG!{ ~ s t 9 I 8+00 DRIVEWA ~ ~ s ...- s ---------Exp.12-31-06 I LO! 5 \ I _,.. ✓, LOT 14 / /~~· _;y, ~~ {;; ~ PROPOSED PUBLIC ;,:-'<i ~ U11L/TY EASEMENT ~ ~ ~ PER FINAL MAP ,{ ..!_ ..!_ s----s----.... NO 0£FL£C110NS AT BELLS, FIT11NGS OR OF !HE PIP£ HfLL 8£ ALLOHEO. !HE USE OF 0£FL£C110N COUPLINGS SHALL 8£ R£0/JIR£0. ENGINEERING LANO PLANNING -C//4L £NG/NEERING -SUR',,f"r1NG 440 STA 1F PLACE -ESCON0/00, CA 92029 (760) 745-8!!8 -FAX (760) 745-!890 9+00 S-<l)._ S ~~~~ >-!r--1----fHt-1- ----s s---.... ~s -..;,.__ \ s-s -S--{J) S--5--S1----1 --s I---s -+---s ---1----t-s--s J WATER DA TA C-900 PVC 'EWER DATA DELTA 'RC RAO/US LENC1H REMARKS NO RAO/US LENC1H S2J'22'o5"£ 64 4!' 12• C-900 CL-!50 I S2J'22'5"£ 5.J -I!' S2J'22'o5"£ 7237' 12• C-900 CL-150 2 S2J'22'5"£ 8J.J7' .1=JJ'2J'JO' 405.00' 236.0J' 12• C-900 CL-150 J .1=!9'5!78' 427.00' 248.85' ,1=27;,4'12· 475. 00' 227.!8' 12• C-900 CL-150 0 ,1=/J:J27J' 45.JOO' 216.66' N66:J7'55"£ J!.42' 12• C-900 CL-150 N66:J7'55"£ 85.42' 12• C-900 CL-150 = -<c ;. " ~ '.j:' ~ ,,., ~, ---... " -------~ t\ ~ w '"" SDR-35 REMARKS NO 8' PVC I 8' PVC 2 8' PVC J 8' PVC \ I \-\ '{ I ---\ I CEN TERL!NE DA TA DELTA 'RC RAO/US LENC1H REMARKS S2J'22'5"£ !J6. 79' .1=JJ'2J'JO' -105. 00' 236.0J' .1=27'2472' 475.00' 227. !8' ENGINEER OF WORK: _ / ~..../.?>V~ DATE: Y-/,.'-"'' <oB~~-;; D;NTINO RCE 45629 EXP. 12-31-06 -----0 ' "AS BUILT'' ~v_;,{' ///4~/4 I!: RCE 45~9 EXP. 12µ1 /os REVIE\,/ED BY• DATE l ,;;J · 3 , o't DATE t---+-----;------------+---+---+---+---1 15H4EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 1 9 ::==:::'....'.:::==========:::'....'.:::====: IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO . 5 RESORT SITE -PHASE 1 APPROVED ~r ' ' - /4 & C ~ ,,,,v.,,,q.•.,:' •6 WD(.. 11 18/0I! fl/) CI TY ENGINEEKPE / EXPIRES DATE i-=-=-.:c-=+-=-><-+'"?('-..U...'-""'u,..L-------------11----+---+--t----l ~:=:::;;=====::::;-;=======.-~==:::::==: DWN BY: ~~-PROJECT NO. I DRAWING NO. CHKD BY: GvP CT 03-02 428-9 RVWD BY: C,W ~-------~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL 011209 05i'206 + + + + + + + L L + + + J c.. 1 1 t --+--+---+---+---+---t---t---t--+--t t l =r i ! ± ' I -F ! I T l L I I RJ ._. , t + RI VE'®.}'I' PROFILE <---------f--f---+-+ fll'ITAL-SCALE; 1•-20• ~ ! l-c--'l---'=f-+-+--l--F--+--+-+--t-....-----+--1--+-+--±----'Ec-±-1----±--1+-1--=i--+-t-=E➔-+----t-t---t---t-i::----'l=---1rt--t-::r-t-~11c>.c-sc.(tEf1•-4• +-± t T I I +-+---+---+----+ + +-+-+---+-+---+-----+----+----+--'F--+-+-+-+--+--+---+-...-_,__,_ +---,..----,...+c..+-+--+-t"'4--'-t-t-""--+--'fl ~1-l--4.cc+---P==l=4'=1==#=l=-44444c-l;:=f~--l'-4-'=i~~~µF---'-'µf--f--t-f'-'¼"t=¥=cl -+-+-+-!-,;!,,---'~~➔----4'--l'-i'--IH~i~~~-+-+-+.:.+-t..;__f.=:fq=-t~~~~F~Fµf--r--:l-f--l--¥-c+-+-¾-'++*+4..c:f:"¾--+4=-.l=jc=-t=j=j=-j=-ji=i=r=r=rrt'-t--t-l ~ 1-=±c-c±--±--+-±-+-+---+---+---+---+--+----+---+-----+------t-:-ctiQ~-.-o,"-f-1--f-t-t-+-+-+-+-++++-+--+--+-t--,,t,--t---t---t---t---t----,,--t--t-i,--;rrt-t-r-t-r--t ".X-\J' .-+-'-+"--+"1~ L .t::.::l::_cLLL..L.Lk::±::::_.t__=-00L£_±-±-±....i......L....__I_.±__i_!J~rLOO.....L...±._f_....L....L-1:....:±=-.±.-±_±_±c......ct=J=.Jt=t=t=L...L...L1~1rLO~Oj_.L.L--t....--t.......L..._ 15rOO I I LOT 2 PUBLIC U11UTY EASEMENT PER !HE FINAL 1,/A BC STA 12r84. OJ 28' LT I I I ,.,, --------I !~ SCALE: 1"=20' NO DER.EC 110NS AT BELLS, Fl T11NGS OR OF !HE PIPE l'l!LL BE ALL OM"O. !HE USE OF 0£R.£C110N COUPLINGS SHALL BE REOIJIREO. ---- -- -0 20 10 60 80 I I I I I V NO DELTA lJRC 04 '06'18" 327J7'.J7' 17"45'00' 287J2'!0' LOT I LOT 12 --- \i ~ \J \ \ \ \ I \ I I I I \ WATER DATA C-900 PVC RAO/US LENCTH REMARKS 503.00' 36. 0/' 12' C-900 CL-150 372.00' 208.59' 12• C-900 CL-150 393.00' 121.75' 12• C-900 CL-150 393.00' 192.30' 12' C-900 CL-150 - NO PUBLIC U 11U TY EASEMENT PER !HE FINAL MAP PRC STA 15r08.32 28' LT ---------- ---7-,-;- ---=-~ "' .,. '\i, ';::, ~~~-~ ~ -;--------.,,..,...... ✓ / .,.. ------------✓-\------\ -~ I ------~ \ ~ LOT 14 -----::.----- SEWER DA TA SDR-35 PVC DELTA 'RC RAO/US LENCTH REMARKS NO 047J6'!8' 453. 00' 32./5' 8" PVC (!) 0 Q) ENGINEER OF WORK:_ / /~v-"'.c:?£=>~ DATE: <{-IZ-o"- ROBERT D. DENTINO RCE 45629 EXP. 12-31-06 ~"°:.'.f--1-,+--,,t,-+++¼¾++c+ccf---+c'-f=f=tc-c-i:--tc--i-='l-='l'c-c-Jr='rf-t-=f-t=--Ft-f--t-r-t--r-t----i -+--21">---1f'-'f--CF-f--.=-+-'-'l'-'+-+-+---+---+----1 F-' 1 l t 8' HOP~STORlr ORA(N P. 01/'C 428 9 I ~ I W,fTE/t M/t/N Nor CONSTl!J)(Tf;D l'CC COit~ ro,.,N ()/1,4/N y; 'f -le • c5 ;::: / ~ ~ I.. 1-> ~ M - PR/VA TE STORM DRAIN SEE! ORAll'!NG 428-9A PUBLIC U 11U TY EASEMENT PER FINAL MAP 16r00 /61-00 I I PUBLIC U11UTY EASEMENT PER FINAL MAP 15532 17rOO v,ic.4nv Ff/Z. .xr. ,;oc7-06$Sf"j;~ F=t~=J PATED; 10 lit.I 2a?7 M--M 411-77.04 LINE W 3 161-21.39 UN£ W 1 /. M I l2x12xl2;d2 R. CROSS V/-12' R.xPJ CV 3-2' BO 1-2' MAR ~ 4!+od I M----.._M ...______ M -/>, \i!-M I -<r ~, I Ii' 11 ~';' kt I i ~I 3: I II ' I I I I I r-~ 3: I -I 0 ! 11,1-_J ------...___ M ........_ ~ 7 I I 18rOO -2-! RCE -'/!iot.t) REVIE\,/ED BY, EXP. I I R.CJFESS;o~ ~ D. DCv,../'.; ~o -:z; ~ Q No. 45629 o -,t( Exp. 12-31-06 CIV\\. 1.2.g1/op DATE CENTERLINE DATA DELTA lJRC RAO/US LENCTH REMARKS 1---+--+------------+--t---t---t---t I SH5EET I CITY OF CARLS BAD I SHEETS I ENGINEERING DEPARTMENT 1 9 ~='....':::::::========:::::'...'.::== 0/7}6'/8' 327J7'.J7' 45"47'!0' 475.00' 291.68' 400.00' 224.29' 365.00' 34.03' ENGINEERING LANO PLANNING -C/f1L ENGINEERING -SURIEJ1NG 440 STATE PLACE -ESCON0/00, CA 92029 (760) 745-8!!8 -FAX (760) 745-1890 ll/18 /<.PD II 19/08 le.DP 6 II 7 RPD DA TE INITIAL ENGINEER OF WORK llM/IIN /ti;"{ {l)VS"fP-11tT6P :1." WltWI<. ,EP.V!tF REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO . 5 RESORT S ITE -PHASE 1 DWN BY:-~- CHKD BY· c,v~ RVWD BY: e,-;;;:J PROJECT NO. CT 03-02 ,-,/19,/06 7 DATE I DRAWING NO. _ 428-9 ~------~ 011209 070607 051 206 0 01 :E o" 'Tl .s:,. to I\) ~ c.o I I +----t-2 2b l -1--1----1-i!J i l--f----1 I t + + ~1.1:::i~ ...... +--+--+--+--+--+---+---+--+---t-t--+--+--+--+--+--+---+---+--+---t-t--i--+--'~ ,, 1,-t~ ~-+--+-+-+--+--+f-t--+-+--r-+--+--+-+-+--+--+,--t--+-+-+ t--+-+--+--+-t--+-+--t-+--+-+-+-+--+---ic,-t--+-+--t--+--+-+--+-~'~ ~~-f---l-+-+-+--t-+-+-t-f----1-'f---l-+-+-+--t---+-+--f-f-+-~ <:::r5 :--::;:. --~;t:,.t ~+--+--+--+--+---+---+--+---t------1t--t--+-+--+--+--+---+---+--+---t------1t--t--+-+---t-. ~ '5 sll-+--+-+----±----±---if-t--+-+--t--+--+-+---+---t---±---it--t--+--t--t ----<--+ ~ ~ 2• AVV +-+ ~ 7 1-f J J---J. rl rl . I t T ' I ¾ + EJ ,___. I I I 1 f h ~ { f t + +- + t LOT I 0 M --------------------- 1,r--..____ ~ '--"- [ 'l:t=~~~ .,._ "" "' i-" ~G: I ~ r " s: .., i-~ • "' w w w w o·cuRE> w....______ ~ w_w ---------- LOT 12 --::,,-___ - -----------/ :::::::::--.::. I I / I-:----------... / ' l~~---f-----__ ,_ LOT 15 SCALE: 1''=20' WATER DATA C-900 PVC SEWER DATA C-900 PVC NO OELTA 'BRC RAO/US 1372'25' 393.00' 1'29'45' 563.00' 26:J6'.J5' 407.00' S23'29'.57T NO OEfZECTlONS AT BELLS, RT17NGS OR OF !HE PIPE IWLL BE ALLOWED. !HE USE OF OEfZECTlON COUPLINGS SHALL BE RE()UIREO. LENGTH REMARKS 90.59' 12' C-900 CL -150 14. 70' 12• C-900 CL-150 18902' 12• C-900 CL-150 29882' 12• C-900 CL-150 NO OELTA 'BRC RAO/US LENGTH REMARKS I 5:J7'.J6' 343.00' 33.68' 8" PVC C-900 0 1'29'46' 513.00' !J.39' 8" PVC C-900 Q) 35:J4''.55' 457. !!' 283.87' 8' PVC C-900 0 S31'23'J5T 22966' a• PVC C-900 --- 1-------f NO (!) 0 Q) 0 0 0 ----0 ,?O 10 60 80 + t + j__ 1- +--+-+-+-+--<-f--f-t----+--t---f--"-t--f--+-t----=-i::-i,-------cf---j-----t--t----t----t----t-----t-----t-----t-----J-t--t--t--t----t----t----t-----t-----t----t----1------it--t-t--t----t-,---t-----t-,-----t----1------::--t-t--t----t-,---t-----r-,-----r,, \ w--w-- 22+00 V j \ CEN TERL/NE DA TA OELTA 'BRC 1372'.?5' 1'29'46 ' 27'47'.56" S24'4118t !J'53'o9" l5V3'o2" S23:Jl'23T RAO/US LENGTH REMARKS 365.00' 84. !J' 535.00' IJ.97' 435.00' 211.05' 121.62' 95. oo' 23.02' 412. 00' 10823' 3849' O~~R~ / /L~..,.-e--'L/~ DATE: '/-12-t:>b ROBERT D. DENTINO RCE 45629 EXP. 12-.31-06 1 'J7.39 LF 8 ~PVC tO+l 0.68 % ! I 1 23+00 ,-=t 1--1# .. ENGINEERING LANO PLANNING -C/l.1L ENGINEERING -SURVE!1NG 440 STA!F PLACE -ESCONDIDO, CA 92029 (760) 745-8!!8 -FA)( (760) 745-1890 24+00 11 AS BUIL T11 .~v~ RCF -456:Z.9 REV!Ew'ED BY• 11 A~A 8 DATE l----+--+-------------1---1------t-----t----1 I SH6EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 1 9 ~==============~ 11/18 08 RDD :i. AS-Wit.: 1 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT P LANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 APPROVED 6'Y 4-4-~~/4,"~ CITY ENGINEPE ~ ~EXPIRES i DWN BY:-~- CHKD BY· GVP RVWD BY: c,v:J PROJE CT NO. CT 03-02 I DR AWING NO. . 428-9 ) 011209 051206 +-- ---l ...J: F. C.-;@-Ct- 1--+--+---+-----+--.?~t-l - ~7 _. ' -,,. r -1-· ~---~·b~,---'----+++-f-f-----j__c-'+_c_-t-f-_-" --~~'i"1~~-_-_---_--'-, -~-_ __;. __ _;__;_ --+t _-c...--~-'-'-cc-':--=-;c_-c:c'c-c=:--'c":--=--=:--=-c-cc== == =-,-.c.::--=cc-c._ccc-=:----'-,-=~ _.,,. -,.-=. =-,-_;_.c.. ---:---"----_= :--c=_-=-tt_,--ff=--'c-' Fr-i= -'= _= .:f'f ;_= -'-'= -'-=}~ ==--= .:..:= "-= 'tf~='lf=---1 ~ffi"r=r=~~=1==~""----'---c._,-"-"--I ... ~I\.) ~·~,-----+--+--t--+-+--t-----;i--- ~~ ~+--~~--------l---=--------=---cc--=------:-------+-+-+-f--f:---'----jl,-:-~-i--=tc-7 !-a.J vi I t:-c±-c:b--c!:---;---J----£ ' ----:-==~l~=====i=-i----:rcct=r~,._____,"""'-~-- CENJcRL,Wt: cRAllf=-=.2. JJ% <>; "---,,c -t:.s.JLc. 1-----+---'---t'C~ f 1--~s111~~::;_-------l'-'-'-----'---=----c-=----:-,---,---------=cct-.-+c-t--¾-=-r.,...,,r-=+CCTCC- ,.__.__.. --4----+-< :t j J 12,·J~f.i~--+----+------2-· -AIA-R-ti CO/£i ~' { l J. _) --' J 4J.J7 LF 8 vi;-@ 0..7.lT STORAIORAIN LINE C 5 ef.84' CIIAR -WAIERLfNt= CR05S/M l=!-cl:-'-"--4---'-'4--'-'c....c..-"'-ll-+'-__cc.-----"-"'q;"c a-'-----------------'------l==!,,-+-+++-=f'-cc-f----:-'1f--t-------------"·, TORAIORAIN /JN/i. C~ l,J Cl£ I fJ SEIIER CROSS/NC l--+-+---+---+----.?05 1 --- l J :::1::::1 j ' I I 1 l f _j l i 10.90 LF 8' Pvt:' tJ 0.68% RESORT --lf-'--+---,-----------~-13RIVkTE SRIVEWA-Y PR0FILE ~~---~---.?00-·[_ ___ _;__;_ ______ c__ ____ _c_ __ -=__c==========----'---== 24+00 25+00 -,.-'--~ - I I I f, -------- NO OEflEC710NS AT BELLS, RT71NCS OR OF !HE PIPE fffLL BE ALLOIIEO. !HE USE OF OEflEC710N COUPLINGS SHALL BE REOUIREO. NO DELTA 'BRG S23:Jl '23T 26 :J9 'J5' 9 :i3'o7' S60'04 'o6 T /0'0/'/J' WATER DATA RAO/US LENGTH 52.J8 ' 477.00' 218.82' 477.00' 85.4J' 77.76' 622.00' /08.78' LOT!! PRIVA(!E STORA/ DRAIN SEE OWG 428-9A C-900 PVC REMARKS NO /2' C-900 CL-!50 I 12• C-900 CL-150 (j) /2' C-900 CL -150 0 /2' C-900 CL-150 0 /2' C-900 CL-150 0 ----=----nuvZONTAI. SCALE 1'.°- YERTICAI. SCALE 1• •4' 26+00 I I I I I 27+00 PUBLIC U T7L/ TY EASE Al ENT PER RNAL AIAP "" I I "" LfT r \ \ "' V) I ~I i--I tll r I / en I "' w W \ \ en I i \ SEWER DATA PVC CENTERLINE DA TA DELTA 'BRG RAO/US LENGTH REMARKS NO DELTA 'BRG RAO/US LENGTH SJ!"2J'l4T !4. 06' 8' Pvt:' C-900 ' S23:Jl'23T 52.38' S23:JJ'l5T J8.45' 8' PVC C-900 2 J6:J2'42' 485.00' J09.35' J6:J2'42" 487.98' J//.25' 8' Pvt:' C-900 3 S60'04'o6T 77.76 ' S60'04'o6T 77.76' 8' Pvt:' SOR 35 4 /0'0/'o/' 630.00' l!o.N' !0'00'.56' 6J2.98' 110.65' 8' Pvt:' SOR J5 REMARKS l 28+00 LOT 10 PUBLIC UT7L/TY EASEMENT PER RNAL AIAP 259% l 185.Zef. tF- t 29+00 • D • D • ,;.:i ?'b'=i .. ENGINEERING -ic--c+e-=cl=-'----+---'---4------------1 SCALE: 1"=20' ---- -- - ,, ?O 40 60 80 "AS BUILT" ~~~ ///4 ..-,4 e RCE 45619 EXP, 12./31 /08 DATE LANO PLANNING -CIVIL ENC/NEER/NC -SUR/IEYINC 440 STATE PLACE -ESCON0/00, CA 92029 Exp. 12-31-06 (760) 745-8118 -FAX (760) 745-1890 C!V\\. OF C~\.\~ REV!Ew'ED BY, I SH7EET I CITY OF CARLSBAD I SHEETS I 1----1--+-----------------ii----t---+----;--, ENGINEE RING DEPARTMENT 1 9 1---+---t-----------------,----,---,---,---, II 18 ~8 ROD l: AS -Bl.JILT 1 DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO . 5 RESORT SITE -PHASE 1 DWN BY:-~- CH KD BY: Give RVWO BY: g~ PROJECT NO. CT 03-02 I DRAWI NG NO. . 428-9 ~-------~ ) 011209 051 206 0 ....., :E OG') .,, ~ I-" I',.) <D 00 I (,0 -;- +- t t + +---+ +--+---.. I--+ - t---+ + ,-\ --, V I ' t- I ~~ r ~-----------------"-'+-+.a§~~~--1~ ------2.J§-,---t--t-~~-R-·I··'<--+--+--+---+--+---+----+---+-~ t-- 1 r b:l =t' \fl) i t f !-::)-1-T I--! j Ii) 12' PJ,C POTABLE ---..._, -t--,-..,--, WA !t11 sm::t· ww--~--n ---~-20'>-'--+-+-+---l---i---t----l---+-----11----+------, ---~ ---------,~---'------l----l---i-t----l--+-+-+---+--+-----1---+--+---+--~ -t L BOP !8' SO /99.88 -TOP-8!!...SE~R-t 98. 88-- 2'MAR +-+--+ + +- 17 t- t----+---+---+---+-+-+---rl -'-c----t-,---t---,--,,---,+--,---,-------,-,----,=----=-c----------c-:----t-210-------+-+----+--+-F--+----1---l----t----+-+----+--+--+---'-------1---1----------'---------'--'-'-'-'---=-"'--'-'-'-'-'"-'---I 1 -0.93% t---t I t t ~ , 38.86 LF 8" PJ,C tJ -!.88% ! ---<----+ t LOM°R EX!SllNC12'"P/7C RECLAIMEO_ll'A1EIL TQ _ __, I- I /-- r I I I 301-00 LOT !O \-/ -- +-- ---1.99% l --'!"' - -~ PRIVA~TE-DRIVEWA-Y~PR0FILE ;__ HORIZONTAL SCALE 1"•20-' - VERTICAL SCALE 1 "•4' -ff--- 1 IV I I /~ I ~j I I :,:_.,-I ;-\ I ! I \~1 /1 I I "-I i-\ ~;E I '-'i I I : \~ I I I - --- 311-00 PUBLIC UllLITY EASEMENT PER FINAL MAP NO BUILOINCS, S1RUCT/JRES, !REES, ETC. II'! !HIN !HE 20' PUBLIC UllL/TY EASEMENT :0: [l [l 371-22.00 1 AH ,19 LOT !2 ) 4 s -\ -I j I I I I ./ I I -- LOT 9 I _\ I I SC ALE: 1 "=20' I I I I I I I I---OBTAIN /2' CLEARANCE ! I J (SEESHEET /$)-----4 -<---=--=--,-=-BOP-t!J::__50_/99,.77-4 i I TOP 8' SE~R. 19757 r L A 321-00 I 4' 28 62' -I -----+ l-9.-'>-----------------'------'--+-+---l----l---it---t----+-+----+---+-+-+---t----t-----'-+---+-------------,--..,.,--,--,----,----1 '----'--~-a"0iI-'----------------------t--t----ct--t--t-----i--------rrt-,........rrt=+-----c--t-----t------t---------------i , " --✓~ -----'---~'l-" \ ~•"'·------------------'-'--'-------'-------'-------------'-'--------'----'---'-------.L.....-'---..L..---'---.....L.-----'-'--------'~ 1'i.-331-00 NOTFS: /. REMOW EX/SllNC /2' RECLA/MEO ll'A TFR LINE BETIIEEN POINTS 20' ON EACH SIDE OF !HE INTFRSECllON 11'/!H !HE NEIi' /2' ll'ATFR MAIN REPLACE 11'/!H SHORT LENC!HS OF /2' C-900 CL-/50 ANO OEFLECllON COUPLINGS AS REQUIRED TO OBTAIN /2" MINIMUM CLEARANCE BETIIEEN !HE TOP OF !HE RECLA/MEO ll'ATFR LINE ANO !HE BOTTOM OF !HE NEIi' /2' ll'ATFR MAIN AT !HE CROSS/NC POINT. (SEE SHEET 15) !RENCH RESURFACING PER SORSO C-2-1. NO I <.2 3 4 (,5 \6/ DElTA/BRC /076'4' 2 '4!'5' 2"29'J4 ' N40"53'5/'II' 2-00'29' N881J5'29'11' WATER DATA RADIUS LENCTH 622.00' /15. 08 ' 1227.00' 57.49' 1227.00' 53.38' --5.55' /23100' 4J.!4' --52.66' C-9OO PVC REMARKS 12' C-900 CL-/50 /2' C-900 CL -/50 12· C-900 CL-150 /2' C-900 CL -/50 12· C-900 CL-/50 12• C-900 CL-/50 NO OEFLECllONS AT BELLS, FITTINGS OR OF THE PIPE 11'/LL BE ALLO~O. !HE USE OF OEFLECllON COUPLINGS SHALL BE REQUIRED. CENTERLINE DA TA NO DELTA/BRC RADIUS LENCTH REMARKS 1 /0.60//" 5JO. 00' /16.56' 2 7.37/3" 123500' /58.89' 0 S88'05'29t --42.57' SEWER DATA SDR-35PVC NO DELTA/BRC RADIUS LENCTH REMARKS 0 /075'()4" 632.98' /17. !2' 8' p,c 0 274 79' /23798' 55.57' 8' PVC (3) S25"56 '42t --45. /9' 8' PVC 0 S88 '04 '56 t --/24, 43' 8' p,c ~'i<Slf"ESS!Oif ~¢' o. oq;c:; 11 AS BUIL T 11 (;f{J;J ~~ r~'m~~ ENGINEERING ~o~ I/ /4-./2 B ~o CZc""' ~ Q No . 45629 o t;; , LANO PLANNING -CIVIL ENC/NEER/NC -SURW!1NC RCE 45b29 ll.{51 L 0 8 -f< Exp. 12-31-06 * 440 STATF PLACE -ESCON0/00, CA 92029 EXP, DATE ~I[ C/V\\. r.::,~ (760) 745-8/18 -FAX (760) 745-/890 REVIE\./ED BY • OF cti,\.\\ ~<~,l e ,-z:-~-o ~ IPECT □ R DATE I SH~ET I CITY OF CARLSBA D ~ ENGINEERING DEPARTMENT 9 IMPROVEMENT PLANS FOR: CARLSBAD RANCH. PLANNING AREA NO . 5 RESORT SITE -PHASE 1 APPROVED /J'f -~Lt~~~ 11/19/0B RDD ,.,, AS-WILT --ATE ENGINEER F WORK: _ / _,A.'.'..,.<~_.,:c::>L==>~ DATE: '(-IZ _,,,,_ OBERT D. DENTINO RCE 45629 EXP. 12-31-06 /1\ t¼C-?4~,.;d,, CITY ENGIN EEilf'PE ::---.: EX PIRES , __ DWN BY: I PROJECT NO. I DRAWING NO. -------0 t?O 40 60 80 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 03-02 428-9 011209 051206 C (X) ~ 0" 'Tl .i::,. .... I\) (0 cp <D ---+--+--+---+---+--+-l95-+--+---+-----f-----l----l----11-l--!-+-+-++-+-+--+----l----J1-1----1----t-+-++-+-t-t---'--i-----J'-'-c-'rt-t-r-t----t--t--+-t-1---i,-------,i--t-r--r-r--r-----rr -'-a 1--'--'CF="-l-c-+=Jc=1'=-t-----t=.cjFJc-=+c=-J----+=}--=t-=t----=+--+----1::'---'1!--1'------f'--f-'-+-++--+---f---t---f-----j':"'---t';t'!ST-rJ/IOUNO ~~ ac..--l--+--+--4---+---!----f----11----f--+-+-+--+--+--+-+----< i,j ~~ !;. a? <>; ~ ii! ~, f--+-----l-----1--lC..l-1--!-+-++-+-+----t----l----J1----1---1----1----+-+-++-+-t--t----i----J1--1-t-+-+-+---t--+---t-t-1------i:-i--t-t-r--r---i-ac..--l----+--+--4---+--+----1'-------'1----f--+-+--+--+--+-+-+------j-"' "- a--+--l---+------j--+--+-''~o--H--t-+-++++-+-t--~::i:+-JS~HH--f-+-++++-rt-H--t-t-+++t-t-t--H---t--t--t--t--t-t-t-hH--J:-c-f-t--t----r-1t----fiM7 R'w' SCALE: 1 "=20' !70 R'w' R'w' --R'w' ---- ~-- INSTALL RELOCATED 4" WATER METER AND BACKFLOW & NEW SERVICE ON EXISTING 12" H.P. PVC WATER MAIN AT WATER MAIN STATION 11+55.00 RELOCATED METER: ;¥63885806 RELOCATED BACKFLOW: #11811 WATER ACCOUNT: #08603300-1 ---- ---0 20 40 60 80 , 7 ' l EXIST. 12' H.P. PVC WATER MAIN PER ORA MNC j'JJJ-2V t_ EXIST. 12' PvC RECLA/MEO WATER MAIN PER _ ___, ORAMNC .fJJJ-2V SEWER DA TA SDR-35 PVC NO OFLTA 'BRC RAO/US LFNCTH I S6J:J7'-l4'£ 238.69' 0 N7J:J8'-l4'£ 187.0J' ENGINEER OF WORK_:__ / ~~ DATE: 9-26-05 ROBERT D. DENTINO RCE 45629 EXP. 12-31-06 REMARKS 8' PVC 8' PVC l \ t_ 1-t:-:,-·1 C"?"i S7Vb'FCW 1<-+--"a--tllr &: 'j'HA - , =t m =l ~ ENGINEERING LANO PLANNING -C/14L ENC/NEER/NC -SURIEi1NC 440 STATE PLACE -ESCON0/00, CA 92029 (760) 745-8118 -FAX (760) 745-1890 +--+ \ -z \ -z \ -z 0' \~ \\ u>/4 \~ 0' v> \ 0' \ 0' \ 0' \ 0' \ \ 0' SH, T J FOR-CON 77, 'A TION I I \ \ LOT 4 \ \ ' ' \ \ \ \ \ ' \ \ I I \ \ J \ I \ -z I \ -z \ -z \ -z \ Lb r 12 -z \ ':z. \ \ -z ~- I \ ' I I I I I I I I ' 11 AS BUILT" ~,o~ RCE 456:t9 EXP. 1zb1 loe REVIE'w'ED BY • ,,..,. ... ,0 DATE 1z:-3 ·os:' DATE 1------1-----+------------t---t------t-----t-, I SH9EET I CITY OF CARLSBAD I SHEETS I ENGI NEERING DEPARTMENT 19 ;:::::::::::::::::::_::::=::::::::::::::::::::::=:=:::::::::::::::::::::::::::::::::::::==:::::='....'::::=~ 11 18 08 -R.DO ,,_ AS-BUlll" 1 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARI..SBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 OWN BY: __ _ CH KD BY: Gvf' RVWD BY: /;AAJ PROJECT NO. CT 03-02 I DRAWING NO. _ 428-9 011209 051206 T ! -'--7 r EC. CL 1/PE t---t 1--------1 L -' ~ ©V7"/,V~T70\7' . !I {--...:' N. .4~-9(: f I t I l l , I l l +--~ "'~ r-':1-·~ J; +---l--+--+-+--t---t---i------lt--t--~ ' I r-t + r t l J21~l§.C.l.l-_-t_-_.f.t-_t-..¥+--t-...i+--__:~.;l..,i1if·~;Jctjcti~rJ~tJ~-t~~_f_:f-f~}-t~t-1:t~~t:;r-:t;--rJ,x~;-r~;:~r~:r-1~+YHT-t-H-tct-H-t~t'JL-'l-+---+-c-t-l-------l-----+-_,_____..ILIN6---W-'-2-;-<> f'< ---, -W""~E;R.t. '9RG>FILE , Hj)RIZONTAt!. SCAIJE "•20' -E-r----f=f---f=1=1 VERTICAL' SCALE 1 • ' 1 ,f ']11/N. 6'01fR (1: '=+= L: ' 13+00 u :_;:i-t::_::JJIITTIIIIJJITTIIITLi±Ltj_-}_l_Ll_U:__l_U_UU:_U_LU_.:t:...i~~;t__:J_rLl_I.J~:f__I__t__::~ 15+00 16+00 14+00 !O+OO. 00 LINE W 1- 16+2/. 39 LINE W SCALE: 1 "~ 20' ~ " ------0 ?O 40 60 80 / ,=i 7--1 # .. ENGINEERING LANO PLANNING -CIVIL ENG/NEERING -SURlf/JNG 440 STA TE PL ACE -ESCON0/00, CA 92029 (760) 745-8118 -FAX (760) 745-1890 ---- SJO:J1'()5T S75:J1'()5T N81'58'55t S75:J1'()5T S75:Jf'(}5T SJO:Jf'(}5T --- WATER DATA C-900 PVC RADIUS :CA/ARKS • • 52.90' 12 Pn:' CL 15. 45.42' 12· Pn:" CL-150 40.07' 12• Pn:' CL-150 51.88' 12• Pn:' CL-!50 77.20' 6' Pn:' CL-!50 !54.!9' 6' Pn:' CL-!50 -- --....;-, NOT<:ON~9 N'OT ~Nrrt<tK:1'f P )lt)T CPf-/f77WCTf:P 1./0f' (,OA/5 TEP W(CCW <f5a D. oq ~ ~ 0 -z; u:, O:'. No. 45629 o Elcp. 12-31-06 CIV\\.. OF ct,_\.\~ \ - -- 16+64.58 5• go· BENO W/18 "AS BUILT" ~.,o_,k-///4&,,§s RCE 45~29 DATE REVIE'w'ED BY• ~,,.,. o.Au [sHml CITY OF CARLSBAD I SHEETS I 1------1----J------------------lr---+--t---t---t lJ..Q_J ENGINEERING DEPARTMENT 1 9 ~==='--'=======::::::::::'=======:::::'....'.::===; DATE INI TIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO . 5 RESORT SITE -PHASE 1 PROJECT NO. CT 03-02 I DRAWING NO. . 428-9 ~ ~ ~ .}35 ' + + t-i ~23§ ,-.-.-., I l +- ct R -=i='l~fc='f=--lc---=-fc-c--ctc-t,,--tc=+--,-+--t--t-++-+-t--+-+cci=c+=t=t=t--t=t7=-i-=i=--1'-=1f-c'r=r-rt-f-t-f-ct--t--t----t----t--,-f--c-,230 -1--r.JO + ' r-t i---t t=t?!_-!_-rs--FS I~ !L-1,0,\1,---i-"'FF"""Hi'---1---! l-+----t----t....:....J==!:.._:j[-[-!--!---1--1-f-+-+-+-+-++++-±-+++-+--f--f--+----t----t--!=-l'---d"-'-11c-'-'~~t,,.,-,l-=f--'-'+--+--+--+:+--22§:.+--+--+----+"''-+--'-+----!--+----+--+ ~~~~=-~~J~~~----t~ ~t i/20 LOT ' WATER SCALE: 1"~20' NO DELTA 'RC RAO/US N50:2J':!1t ------N2 7"53'21 t 0 t?O 40 60 80 N50:2J':!!t N5J:J8 '.59 t N58:J8'.59t N58:39tJt ,-----., _J DATA C-900 PVC LENCTJ-1 REMARKS 51. 17' 12· PVC CL -150 21.47' 12· PVC CL -150 5.00' 12· PVC CL -150 5.00' 12· PVC CL -150 60.78' 12· PVC CL -150 33.62' 6' PVC CL-150 HORIZONTAL SCALE c ••!:zO' ~llCAL: SCALE 1 = 4' 41+00 i I I ENGINEER OF WORK: ~a . ...., / ROBERT D. DENTINO RCE 45629 l-----210 3' \ 3' ,< f I IYA TE: '/-/~-<',:; EXP. 12-31-06 T i 42+00 l ~- LOT I ,£'17:P43LV 20' PUBLIC UTILITY EASEMENT PER RNAL MAP 1533~ VACA~O ~R. oa:: , 2007-065B'f77 Ru. Wtrc, 10 /1~/ 2.001 '-=t m =I a! ENGINEERING LANO PLANNING -C!/4L ENC/NEER/NC -SURVE!1NC 440 STA TE PLACE -ESCONDIDO, CA 92029 (760) 745-8!!8 -FA% (760) 745-1890 RCF 4-561,,9 EXP. 1:1_/31 foe, DATE REVIE',/ED BY, ~ CITY OF CARLSBAD I SHEETS I t-------t--+-------------------t----r--i------i-------1 L_jJ_J ENGINEERING DEPART ~ENT 1 9 ::===============~ IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO . 5 RESORT SITE -PHASE 1 011209 051206 0 ~ :E OC') 'Tl ~ 1--'-t,.) (,0 cp c.o f CZ-150 ii> 1+--+--+--+-+-+-+-+-+-+--2-2o'r+-++-+-+-+-+-+-+=-=r--t--t-f-t-=t=t-==f-'t-t-t-r-=rl---'l---'rF-1f-==-IH'---!----1--=1:.c.,7'=-'t--f--f'--f'--f'-+ I I I I ~ I I ~~ I \ I \ I I I I \ \ ! L I L I { \ I \ \ I 28+oYJVJ I I :;, I (/) :;, (/) " I--.(/) z (/I \ (/I \ __.. ~ \ \ (/I \ (/I __ ( \ \ I \ z \ z \ z \ 0 I \ I I J1f-OO I ------ LOT 11 USE OEFLECTlON COUPLINGS AS NECESSARY ON LINE W-5 TO ACH/£1£ 90' CONNECTlON AT STA J1f-99.94 LOT 10 l I ENGINEERING LANO PLANNING -C/14L ENC/NEERING -SURvfl1NG 440 STATE PLACE -ESCONDIDO, CA 92029 (760) 745-8118 -FAX (780) 745-1890 I 235 +-->-<----+--+--+--+---+-f----1 £ G. tfJ_Cf,_PlfE--+---±-+-+--b--4---±-+--c-F---t-±-±-±-±-I------'f---f-l---l---bbf----'Ec---'hHHH~=-cl-t'-l---,,=-1:--=l'--:!--f'-"'f--f--f➔--f➔=-+---c!::-+-=E➔=f--+-I 10+00 / V:'/ I \ I {\-_"'_-_-_ .. --\\ \ \ \ \ \ \ \ \ \ /l{}T \ \ \ \ \ ;t?V~DATE: '/-IZ.-t>C. ( \ I EN~INEER F W RK: -, / OBERT D. DENTINO RCE 45629 EXP. 12-31-06 -~, -' h / / "~oi I '°' . 'P~ ~ , .......... ~ ~.1--== c:s ,:;s . ~+,-~~~~kFt=f-=F~RFFFF=~!?,5-, " 2-1-!i !!+00 12+00 WATER DATA C-900 PVC NO DEZTA llRC RADIUS LENGTH REMARKS NO OEFLECTlONS AT BEUS, RTTlNGS I 28:JO'o8' 270.00' !J4.J!' 10• PfC CL -150 OR OF THE PIPE MLL BE ALLOl/'£0. 2 N85'27'25T 7J.84' 10• PVC CL -150 THE USE OF OEFLECTlON COUPLINGS 589:J2'.J5T 42.05' 10• P/,C CL -150 SHALL BE REOUIREO. J 4 N/979'26'/f !2J.84 ' 8' PfC CL-150 5 58479'26"£ 98. 40' 6" PVC CL-150 SCALE: 1 "~20' ---11 AS BUIL T 11 ~o_£-. ,,/4,/4 s ----0 20 10 60 80 RCE-45629 EXP 1</a1/08 DATE APPROVED or /4 4 c:G-C:' 4' t,,+-'~ rl"-1 lc=.8,.,CIS=+c..cl(c..clJO'--t'-:2:TA..,,,5'---"'S"'Ul,,,_L L._-------------1---+--t--+--~ CITY ENGINEERq,E . ~ EJ<mS DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: RVWD BY: PROJECT NO. CT 03-02 I DRAWING NO. . 428-9 011209 051206 F.. tp 1/RE H "--"'f-c-!=--l--+-+---1---4----l---4-----l------1-J-23. ?2' A?lh h c=i'---c---1f-f-r-¼=t-=±=-1--=±=-+=4-~ (.o_i!E/i_'(.Df)----<--+ ~:~i=i=i=i---t----t----t-f---f--+-+-f-'-f'---f'----f--4'--l--'1'-4'-4l-f-!-!--F-------F-------f-+-+--+---l-----l---++-+--l.....-l-...i.....i.---l--l-_J +---4 H -----l-----lf-t--1--r-~~+--+--+--+-""-i~ -z'J.V----Cjc---=f--t--t-+-+--+--+-+-+++++d=1 r/-10"-Pl{G-6'i,-l§O~WA ffg¥HGJ.-3Z5) o _L l -'---1 l t L-r. • l I 1--l T l t t ._ ~ r H -----l-----l-----l'-c-'f-f-1--1--+-+-+-~~-.?.il~t=t---:t=tc-i:=Fc~r-t,,r-t----t-±+-+-+-t-t--+--+--+--+--+-----!-----!'---'l,-----lhhb-t:-t:-t:--t--t--t-+--+--+-+--L--1= H =t==i==t-t-----I--+----I==i=J-.=!c=~ .cJ t-+-+--+--+-+-.f------1'----+----+----+--~~ ~ _i=c..ci_i_~.L,?o,' I.J+OO 14+00 </ J ---41 ---.____,__ ~ 41@_____ -,__~ 41 --!:::,.J ----- I \ NO BUILDINGS, STRUCTURES, TREES, ETC, Hf!HIN THE 20' PUBLIC U11LITY EASEMENT LOT !O +-J. 10' S1l. 10 GA. CML&-C IY/ltFLDED JOINTS LINE IY-4 ENGINEE5j! ~RK: /~ ,?:>V~ DATE: '/-N-0 ~ ROBERT D. DENTINO RCE 45629 EXP. 12-31-06 V 16+00 ~!2 -s C- -----s -------/- 17+05. JI LINE W-4= J/+29.8J LINE W-1 .G tJ r PIPE'- f t ; 17+00 NO OEL TA-BEARING S69:J2'.J5"E S24:J2'.J5"E N65'2725"E N24:J2'.J5'1Y S06:J6'oJ'W 6 N24:J2'.J5'1Y WATER DATA C-900 PVC RAO/US LENC!H REMARK 7.67' 10' PVC CL-150 76.87' 10• Pn:' CL-150 1U.J1' 10• Pn:' CL-150 48.63' 10• S1l. 10 GA. CML&-C 106.68' 10• S1l. /0 GA. CML&-C /OJ.72' 10• Pn:' CL-/50 , =t '<--1 =# .. ENGINEERING LANO PLANNING -C/11L ENGINEERING -SURVE/1NG 440 STATF PLACE -ESCONDIDO, CA 92029 (760) 745-8118 -FAX (760) 745-1890 K D. Df',v c:; ~~ 'le~ No. 45629 0 ~ Exp. 12-31-06 * /VI\.. Cf\\_\~ SCALE: 1 "=20' ---- -- - AREA TO REMAIN CLEAR OF GRADING OR LANDSCAPING OVER JO' IN HEIGHT '\. 0 20 40 60 "AS BUil T" ~v~ RCE 45G:l9 EXP. 1:Z./31 /OS REVIEWED BY: ~~-=~ I ECTO 80 ,,/4~/4& DATE CITY OF CARLSBAD I SHEETS I i-------t-------t-----------1---------l---------l--..(______J 3 ~:::::::==:'.--'===:::::E:::::N:::::G:::::IN:::::E:::ER::::IN::::G=D::::EP:::::A:::R::::T:=M:::EN:::::T::::==~=::::1 9==: IMPROVEMENT PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 APPROVED f1 r . - , =~~'"!"'~-S~.#.~~.,,.-;....i;:""'¥-~~-],c___~ "1/r -9-/.,..&. r l_,_,1 __cl8'!_J_t_,c'084,eR-,oDOec__Mt-A"'S"----'~'.l!Uc':lt.T:!.._ ___________ -+---+----ll---l--J CITY ENGINEEif'PE r 7 ~ES • 7 '7 1 --DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY:-~- CHKD BY:~ RVWD BY:~ I DRAWING NO. . 428-9 PROJECT NO. CT 03-02 051206 REPLACE EXIST. INLE T DEPRESSION WITH NEW A/C PAVEMENT. MIN . 5• OF A/C OVER 15" OF AB. (SEE STREET NOTE 1) STA 50+05.74 EXIST. TYPE B-1 CURB INLET-~....,:: PER DWG. 333-2G. REMOVE EXIST. TOP TO INLET AND CONSTRUCT TYPE A-4 CLEANOUT LID PER SDRSD D-9. RIM=1 72.17 NEW PCC CROSS GUTTER PER DRA~NG 428-9A. "' I " STA 44+43.30 £ C/L OF NEW 24' BUS STOP PAD ~TH 13' LONG l?,ENCH PER NCTD STANDARDS. 1-- 0 (/J LLJ Q'. STA 45f60 I)---E;=;A7.-;;;:5'c:-;T.c-2-;;c.i<-R.;i;lci~CLiA;i;IM"'~c;;lJ, HS FOR !RR/CA 110N PER 0/IC. .JJJ-2CO. INSTALL 2• METER. MAX CPM=40.50 ------ SC ALE: 1"=40' --- PROVIDE MIN . 1' S WCUT < >-<t > cf a CAN ROAD ,- ------4 I r PAVING DETAIL oam IflLET SCALE: 1"=10' PROPOSED 8" PVC SEWER MAIN. SEE SHT. 9 PROPOSED 20' PUBLIC UTILITY EASEMENT PER THE FINAL MAP EXIST. 8" PVC SEWER MAIN ---0 40 80 Jt?O 160 REPLACE EXIST. PCC SIDEWALK POTHOLE JOINT TRENCH PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF WORK OF AN Y CONFLI CTS. 1,1- \ gj 'T +m O, "' . w ,,., <( o,_ ~ \I-->-II (/) 1--_J ----- 5' TRANSITION OF 10• TO 6" CURB FACE. EXIST. ELECTRICAL TRANSFORMERS. 1' SAWCUT AND DEMO EXIST CURB . AC RESURFACE 5" AC OVER 6" AB MIN . (SEE STREET NOTE 1) J f / I ----.... PROPOSED PUBLIC UTILITY EASEMENT PER THE FINAL MAP DATE: f-/J.-<>~ ROBER T D. DEN TINO RCE 45629 EXP. 12-31-06 , .. • • ,-, -+-l-+-f-+t-++++-t+-1-+-f-+t-++-I . STA 49+97.95 41.00' LT CONST. CURB RAMP PER REGIONAL STD DWG G-28 TYPE B-1 CAUTION: EXISTIN G OVER HEAD ELECTRICAL LINE S. STA 50+07.96 1.00' RT CONST. NEW CUR B NOSE MEET AND MATCH EXIST 8" CURB STA 50+08.11 9.00' RT CONST. NEW CU RB NOSE MEET AND MATCH EXIST 8" CURB STA 50+05.74 EXIST. TYPE B-1 CUR B INLET PER DWG . 333-2G. REMOVE EXIST. TOP TO INLET AND CONSTRUCT TYPE A-4 CLEANOUT LID PER SDRSD D-9. RIM=172.17 STA 50+29.40 43.25' RIGHT CONSTRUCT TYPE B-1 CURB INLET PER SDRSD D-2. L=13'. ' I I SEE SH EET 16 FOR TRAFFIC SIGNAL PLAN. \ \ I ~ 0. D0 :x ~o % ~ a:: No. 45629 O i( Exp. 12-31-06 SEE SHEETS 17 & 18 FOR SIGNIN G AND STRIPI NG FOR STORM DRAIN SYSTEM 'A' SEE DWG . 428-9A 1- 1 I I I STORM DRA IN DA TA(ts5o-o) NO DELTA/BRG RADIUS LENGTH REMARK @ N55'Jl'o5t --20. ,fJ' 18' RCP (1350-0)" ** WATER TIGHT JOINTS REQUIRED CURB DATA NO DELTA/BRG RADIUS LENGTH REMARK (j) 4=180VO'o0" 4.00' 12.57' 8' MEO/AN CURB 0 4= 01V4'25" 1441.00' 27.00' 6' T!'PE "C' C & C t=t'ffi=i~ ENGINEERING LANO PLANNING -C/14L ENGINEERING -S/JRIE/1NG 440 STA TE PLACE -ESCON0/00, CA 92029 (760) 745-81!8 -FAX (760) 745-/890 CIV\\. OF Cf\\.\~ 11 / 18/()!, ROD ~ AS-BUIL.T, DE L€TE SUS cmP SHEL,,,0 11\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK RE VIS ION DESCRIP TI ON OTHER APPROVAL CITY APPROVAL ~ I I i·~ I I A ~ ·1 I ,. r_ ~ . ' a I -§. I I '. I ,._ , .. r ~· 1 · :a . I ~ . ,, I -' ' . - ' I ~ ~ i: ~ 1, ' I I I I I I I I I I I I I I I I 011209 051206 11 AS BLJIL T" ~~.~✓ ,, 11/4~,1,e RCE 45622 EXP .1:i../31 l 0 8 DATE REVIE'.'ED BY • '-/-e-c.4,...-, /Z·3·o'it' lf%PECTDR DATE CTrJ CI TY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 9 IMPROVEMENT PLANS FOR: CAR1.3 BAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE 1 CANNON ROAD APPROVED (!J Y' - ~ ~ ,:;~4 ~7-·e ·-( ~~~ CI TY ENGINEEfu_---' EXPIRES '. . '__ DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY:~ RVWD BY: CT 03-02 428-9 NO NO WATER LI NE AND TRAIL EASEMEN T DEDIC ATED TO THE CITY OF CAR LSBAD ON MAP 13408, DOC. NO. 1997-147754 OF OFFICI AL RECORDS, RECORDED AP RIL 1, 1997. STORM DRAIN DA TA(l350-D) DELTA 'BRC RAO/US LENGTH REMARK NOl":54'.JIT 214.95' 24" RCP RECLAIMED WA TER DA TA DELTA 'BRC RAO/US LENGTH REMARK N01 ·54' 31 "E 40.00' 12" C-900 CL-150 PVC SC ALE: 1 "=40' ---- -- -0 40 80 120 160 \ EXIST. 12" PVC WATER MAIN 1/ PROPOSED 8" PVC SEWER MAIN SEE SHEET 8 II " " FOR STORM DRAIN 1<1 EXIST. 12" PVC I I I I SYSTEM 'C', SEE -\1:+HIW-il._11/ DWG 428-9A. RECLAIMED WATER 17'-'------------~IA) 111 ~----~MA~l~N __ __J I < I I --~J Ji':: f! EXIST. 30" RCP ':: STORM DRAIN -I \ ~IDE1 l TING SID EWALK AS SHOWN I :1::-:-----;~~E=:=?t==1i;=:~~·~1 ~~ :.; G ~T I I RV EXIST. 12" G.V. AND 2" MAR. RELOCATE AS NECESSARY. .I --+-. ----,I STA 44+25.70 HIDDEN VALLEY ROAD= STA 0+98 STORM DRAIN LI NE 'C' EXIST. TYPE A-4 C.O. HID lJ TREN CH RESURFACING PER SDRSD G-24. ' 0 NO . " .Y V Z "" I[) - (/Jfl~v 3::::t u._N o.. a:: I CX) O<..!)::::,c., ~ w (/) I") ::::;:~wo O'l <( ::::;: a:::: U1 +_, "' NU .IO '<t W a::: 0 C/J a::WZ <( r-w a::: 1--~ wa::::w V'J N::::;:1--a.. I STA 43+19.26 d}, C/L OF NEW 24' BUS STOP I' PAD '611♦1-1 1 ~• L9t4 9 PASSD~BER al IELl'ER PER NCID STANDARDS. ENGIN~ JORK: _ / L ~::z:::>~ DATE: '(-/,!.-c~ ROBERT D. DENTINO RCE 45629 EXP. 12-31-06 PROPOSED 12" PVC WATER MAIN STA 40+34.03 INSTALL D-25 CUR B OUTLET PER SDRSD. FOR ON-SITE AREA DRAIN CONNECTION. ~~~ A/C RESURFACING PER SDRSD -24. . $ x 2.51 SDG£ 0/rrcff eox EXIST. 16" H.P. PVC WATER MAIN EXIST. 16" L.P. PVC WATER MAIN PER DWG 333-2V PER DWG. 333-2V 42+01.94 HIDDEN VALLEY ROAD =32+67.62 RESOR T DRIVEWAY EXIST. 8" PVC SEWER MAIN PER DWG 333-2V STA 39+62 6" SEWER LATERA L. IE=218.31 PATCH NEW SIDEWALK TO MATCH EXIS TING STA 39+62 INSTALL 6" SEWER LATERAL PER Cl TY OF CARLSBAD STANDARD DWG. S-7 ENGINEERING LANO PLANNING -C/11L ENC/NEER/NC -SUR/1£!1NC 440 STAT£ PLACE -ESCONDIDO, CA 92029 (760) 745-8!!8 -FAX (760) 745-1890 II AS BUILT" ~~ ///,<"',/4<> ► EXP. 12./Ji loe DATE REVIEVED BY• [sHrrfl CITY OF CARLSBAD I SHEETS I l----l----+----------------1------t---+---+-----t ~ ENGINEERING DEPARTMENT 1 9 ~='....::::=========::::'....::=~ W,ClffSS;~ ~ D. Dq:;.x~ 0 'le~ Q' No . 45629 o \;; Exp.12-31-06 C!V\\. 11 /t8 o RDD DA TE INITIAL ENGINEER OF WORK As-J3UILT D U:TE 1'\J( ,-ro DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARl.)BAD RANCH, PLANNING AREA NO. 5 RESORT SITE -PHASE I HIDDEN VALLEY ROAD APPROVED6'r ~'--"'=~~~-...,.......,-_ ~E~ PROJECT NO. CT 03-02 DRAWING NO. 428-9 ( 011209 05 120 6 0 .... :E 01 C) ~.,::. .... I\) <D 00 I CD POLE SCHEDULE 0 STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN LUMI NA IRE PUSH BUTTON IISNS REMARKS NO. TYPE HGT, SIG. M, A, LUM, M, A, CO-HPS A/B C VEHICLE SIG NAL TYPE PHASE QUAD 0 0 e ,2 - R 0 R y 0 y 1 G ~ SIMULTANEOUSLY 0 G GA 8 YA ~ ,- 5 GA ~ PHASE DIAGRAM 2 3 4 --------UNUSED UNUSED 6 7 8 DETAIL "A" POLE LOCATION !BP ~ WORK TO BE DONE: The improvwnents consist of the following work to be done according to this plan and: 1. The City of Carlsbad Special Provisions. 2. California Depl of Transportation Standard Specifications {July 2002 or latest revision thereof}. 3. California Dept. of Transportation Standard Plans (July 2002 or latest revision thereof}. 4. "Federal Highway Administration (fHWA) Manual on Uniform Traffic Control Devices {MUTCO) 2003 Edition as amended by the MUTCO 2003 California Supplement" ® 24-4-129 30' 35' 15' 250W 3' 3' 2-HAS SV-1-T SP-2-T ADA N SV-2-T - - E t 8 PHASE 8 J(' UNUSED UNUSED 112+~ i ECR 1---~ 5. Standard Specifications for Public Works Construction {2000 Edition or latest revision thereof}. 6. Son Diego County Regional Standard Drawing (2003 Edition or latest revision thereof}. •B ,, ® ' 4 SECTION HEAD PHASE ¢2+8 5 SECTION HEAD Fl.ASHING OPERA 110N SHALL BE RED IN All PHASES. 15 30' -15' 250W 5' 3' -- © 1-A 10' ---3' 3' -TV-2-T ® 26-4-129 30' 45' 15' 250W STA 7' 2-MAS 15+00 © 17-3-129 30' 15' 15' 250W STA 7' I-MAS 15+98 INSTALL 2' ADA PEDESTRIAN PUSH BUTTON PER CITY Of CARLSBAD SPECifICATIDN, ALL EQUIPMENT ARE NEW UNLESS OTHERWISE SPECIFIED. GENERAL NOTES: 1. The location of all underground utalties on these plans ls approximate. The controctor shall determine the depth of all utHities, including those not shown on this plan, and 'lerify all job site conditions. 2. The contractor shall obtain all necessary permits and notify all utlity agencies at least 48 hours in adwnce of construction. 3. All new pull boxes and co'lerS shall be concrete unless otherwise shown. Pull box co'lerS shall be marked with TRAFFlC SIGNAL • All pull boxes shall be No. 5 unless otherwise specified. Pull box spacing shall be 200 ft. 4. All conduit shall be 3" unless otherwise specified. SV-2-TB SV-2-TB 5. All traffic signal pole foundations shall ha'III a 3" conduit installed to the adjacent No. 5 pull box. The controller foundation shall ha'III a spare 3" conduit stubbed out to the adjacent No. 6 pull box for future use. 6. All new loop detectors to be Type E • Loop detectors shall be 6' diameter and positioned in the center of lane unless otherwise shown. Loops shall be sealed using hot-melt rubberized asphalt sealant per Caltrans specifications. See Caltrans Standard Plans ES-5A and ES-58 for detector legends and details. 7. All signal heads shall be 12" in diameter with back plates. All red, )'Ollow, green and pedestrian signal indications shall be LE.D. 8. Pedestrian heads and push button signs shall be international S)fflbols. Pedestrian signals shall be Type A , LE.D. Pedestrian push buttons shall be 2" ADA. 9. Luminoire and 1.1.SN.S. shall ho'III Type IV P.E.C. 10. Anchor bolt nut co'lerS shall be provided for all standards. 11. Sign panels for the internally muminated street name signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equivalen t). 12. The contractor shall be responsible for the la~t and installation of loop detectors, traffic striping, pavwnent markings and legends, parking removal and traffic signing shown on these plans. All traffic striping and markings within an 500 foot perimeter of construction project shall be restored to o "like new" condition, In a manner meeting the approwl of the City inspector. 13. The contractor shall obtain approval of the Public Works Director or his representoti'III for the loop detector locations prior to cutting and the locations of the striping, povwnent markings and legends, parking removal and signing prior to pointing and inatollotion. 14. The contractor shall be responaible for the removal of all con flicting striping and povwnent markings by grinding. 15. The contractor shall not erect any signal standard more than t wo weeks prior to the scheduled traffic signal tum-on unless oppro'llld by the Public Works Director or his representotiw,. 16. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during flashing operations. 17. All traffic signal improvwnents shall be Installed in coordination with the signing and striping contractor. 1 B. Existing STOP and STOP AHEAD signs and povwnent legends shall not be remo'llld untn traffic signals ore operational or untH directed by Public Work Director or his representative. 19. The contractor shall be responsible for any monumentotion and/or benchmarks which ore --ADA 112 N -- SP-1-T - ---- ------ SP-1-T ADA ,e E + Co.nnon Ra - -CURB 8 ' 12' 12' -r---1-!1 .f-1-0(J ·-' 18' -----... "' " ............. /, / J4o' TO X-WALK INSTALL 3"C WITH 6 PAIR #20 INTERCONNECT CABLE TO CONTROLLER CABINE T AT INTERSECTION OF CANNON RD. AND LEGOLAND DR. APPROX. 1400 FT. (PULL BOXES 200' APART) -. disturbed or destroyed by construction. Such points shall be referenced and replaced with appropriate monumentotion by o licensed land surve~ or registered civil engin-authorized to practice land surve~g. A comer record or record of survey, as appropriate, shall be tned by the licensed land surve~ or registered civil engin-as required by the Land Surve~•s Act. 20. Limit lines and crosswalks shall be field located. 21. Testing of control equipment and cabinet wiring shall be accomplished at o faciity designated by the City of Carlsbad. The contractor shall deli....,,. and pick-up equipment. I DETECTOR ASSIGNMENT I 22. The conductor schedule is furnished as on installation guide only. It shall be the contractor's responsibility to provide the correct conductors required for intended operation. 23. The contractor shall coordinate service detoHs and scheduling with SDG&E and pay the required fees for service connections. 24. All salvaged equipment shall become the property of the contractor. CONSlRUCTION NOTES: IT] Install Type 170E Controller in Model 332 aluminum cabinet including the necessary accessories t o provide the phasing and operation shown on this plan. The cabinet shall ho'III o pull-out document troy. The controller unit shall be equipped with one Model 412C Program Module, one Model 404 Modern, one blank Model 27256 EPROM Programming Chip, two Model 752 Dual Priority Discriminator Cords, Type 200SA Local Intersection Control Program and EDI 2010EQ Conflict Monitor Unit. An uninterruptible power system (UPS) shall be installed in the controller cabinet using o swing-away mounting. __ The UPS shall provide o minimum of 8 hours red flash operation 9f intersec1ions using red LED signal indications and provide J>OWer conditioning to controller \ aory SP 1000 series or approved equal}. Batteries for the UPS shall be housed in o NEMA 3R roted cabinet mounted to the side of the model 332 cabinet per Coltrans specifications. [}] Install Type Ill-BF Signal and Lighting Service Enclosure per SDG&E requirements. Provide 50A-1P, 120V SIGNAL metered circuit breaker, 15A-1P, 120V i.l.S.N.S. metered circuit breolcer, and 30A-2P, 240V LIGHTING unmetered circuit breolcer, Service cabinet shall be fabricated from anodized aluminum sheet per Coltrons Specifications. [}] Install Single Channel E. V.P.E. Detector Unit (3M Opticorn Model 711 or appro'llld equal}. Contractor shall furnish and install E. V.P.E. equipment, mounting hardware, coble and all other hardware necessary. See Detail this sheet. [I) Contractor to 'lllrify service location with SAN DIEGO GAG & ELECTRIC CO. 0 Install Most Arm-Mounted Sign per Coltrans Standard Pion ES-7N, DetoA •u•. Sign type as noted on pion. [f] Install Type 1 Pedestrian Barricade with two R49(CA) Signs per Coltrons Standard Pion ES-7P. IT] Furnish and install type "A" internally--~luminoted dual face Mast arm mounted street name signs as follows: (see detol "B") Location ® Connon Rd [!] Install video detection system (lteris Vantage Edge or appro'llld equal) to provide vehicle and bicycle detection for all approaches, including video detection pro: ,soc,; s and video monitor In the controller cabinet, video detection cameras mounted on luminoire most arms and all wiring and oncllory equipment. !THIS PLAN SHEE T ACCURATE FOR ELECTRICAL WORK ONLYI 9R71NG FILE NAME: 903-E-01 G U.S.A.I. 000903 9-j'jl-05 AT MP: 8-1 8-05 I DET. IPHASEI SLOT I 1 2 12U AB-121 ASTRO MINI-BRAG OR EQUAL FIELD TERMINAL T9 - T9 - E.V.P.E. DETECTOR MOUNTING DETAIL NO SCALE DETAIL 'B' STREET NAME SIGNS UJCATJm. © I Cunnon Rd 3M "OPTICOM" DETECTOR OR EQUAL MAST ARM STAINLESS STEEL BAND NOTE : ~ MAST ARM SIGN DETAILS '6 -- ,-111 -== 112 u <Il If SIGNAL IS NOT INSTALLED 'MTHIN ONE YEAR Of OTY APPROVAi.., PLANS MUST BE RESUBMITTED fOR PLAN CHEa< 90 DAYS IN ADVANCE Of BEGIN CONSTRUCTION DA TE. (XX) = MUTCO DESIGNATION XX (CA) = CALlRANS DESIGNATION 36"X36" 30"X30" 24"X24" 2P PHASE SEQUENCE EXACT LOCATION BY ENGINEER IN THE FIELD (BEGIN CONSTRUCTION DA TE REQUIRES PRIOR WRITTEN APPROVAL BY PUBLIC WORKS DIRECTOR.) aJ ~ I ) R73-2 (CA) (R~318) R34-2(CA) 24"X30" NO TIJRN ON RED R 13 CONDUCTOR SCHEDULE 3''C(MT) (R10-11a) 340' TO CONO CONDUIT RUN & & .&. & .&. SIZE THW CONDUIT SIZE 3• 2-3 3• 3• 2-4' 7 IISNS LIMIT LINE LOCATION 'A 1/-1/-½ 1/-½ IISNS 7 STA 15+00' ~ VIDEO CAMERA 13(fil STA 15+98 CURB LOCATION B /-/-/-Y-Y- RW--..., CURB t-r+--+,s ~-~=~ R3- ( 4 SECTION) '8 '8 3 E\IPE '8 / / / --- LOCATION C cl LOCATION D (J "' (.J LOCATION E tJ <\i .... TOTAL \11DEO CAMERA #1 VIDEO CAMERA #2 1/-/-1/-Y, Y, /1 /1 /-/-/1 /-1/1 /--1/, /1 ½ ½ 1/'i ½ --1 -1 1 1 --1 3 E\IPE 111+6 -----,o , 10' 17+00 COAX CABLE VIDEO CAMERA #3 -1 --1 -\,/-- I 28' 17' I 73• I Rw -----~'6f00 S' I 21-2 -..____ 112 +-+-:+. -J.--__-_-~-_-_.;;... !+f....--f---H DEO CAMERA fl E\IPE • 3 N s' RISER 2•c PER SEDG&E REQUIREMENTS • 12' pl,/ - ~ PO~ 3/#16 CABLE 12' VIDEO CAMERA #4 ----- TOTAL 1 2 --3 VIDEO CAMERA #1 --1 -1 \11DEO CAMERA #2 1 1 --1 \11DEO CAMERA #3 -1 --1 VIDEO CAMERA #4 ----- TOTAL 1 2 1 -3 LOOP DLC ,2 ---1 1 -~v--v--v--1,. _, l,:;;;=*i:"7:::::i v--w ~ ' ) __ _ ---w -------'--V - ---DLC I ,., I -I II N I !I I 12• 12' ,, I J L_ ~ 18 28' ,., I ,!J I I I I I 14' I I ' I I I I I I I I I I I ____ --,;-f-CURB I I I I I I RW I :..---WALL 2"C. 21/f, (SIGNAL). 2#8 (UGHTING), 2#10 (IISNS), ----- CURB 4 3"C,1SIC EXISTING TRANSFORMER D139129 304 ---TYPE B ',/ #8 #10 #8 16 LOOP DLC '6 -1 --1 TOTAL -1 -1 2 E.V.P.E. 1 2 1 -3 LIGHTING 2 2 2 2 - STREET NAME SIGN 2 2 2 -- GROUND 1 1 1 1 1 SERVICE ----2 2#10 (VIDEO SERVICE). 1#8 (GROUND) INSTALL 3"C WITH 6 PAIR #20 INTERCONNECT CABLE TO CONTROLLER CABINET AT INTERSECTION OF CANNON RD. AND FARADAY AVf.. #10 VIDEO SERVICE - ••INTERCONNECT CABLE (SIC) - ---2 --1 2 APPROX. 23DO FT. (PULL BOXES 200' APART) REVIEWED BY: ~•,..-,c-4 . SPECTOR UllT" '1(/4iq; DATE 1v--ll 10' CROSSWALK • •• BELDEN 8281 (VIDEO DETECTION) OR APPROVED EQUAL 6 PAIR #20 INTERCONNECT CABLE {SIC) CAUTION : OVERHEAD ELECTRIC LINES MUST HAVE 12' CLEARANCE . ALL PROVISION S OF OSHA SAFET Y REQUIREMENTS AND IN PARTIC ULAR SECTIONS 1926.5, 1926.53, 1926.54 AND 1926.55 SHALL BE COMPLIED WITH. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM ENGINEER Of WORK FOR TRAFFlC SIGNAL PLANS fOR THIS PRO.ECT THAT I HAVE EXEROSED RESPONSIBLE CHARGE OVER DESIGN Of PRO.ECT AS DEFINED IN SECTION 6703 Of THE BUSINESS AND PROFESSIONS COOE AND THAT THE DESIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHEa< Of PRO.ECT DRA'MNGS AND SPEOFICA TIONS BY THE OTY Of CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER Of RESORT DRnn:, .&Y~lfAY SCALE: 1 "=20' . 0 10 20 WORK Of MY RESPONSIBILITIES FOR PRO.ECT DESIGN. t t OFE , PROVIDED BY: EXCEL ENGINEERING j TRAFFIC SIGNAL DESIGN BY: -• URBAN SYSTEMS ASSOCIATES, INC. · 45-40 KEARNY YIU.A ROAD, SUITE 106 SAN DIEGO, CA 92123, (858) 560-4911 © ~ :-B 'c.U,/;, · 8/19,65 ANDREW P. SCHLAEFLI -R.C.C.j15964 DAT£ R.C.E. #15964 CROSSWALK LAYOUT ENGINEER LICENSE NO. DATE [sHml I CITY OF CARLSBAD 11 SHEETS I 1-----+--1-----------------+--+---+-----,1--------j Ll§__J ENGINEERING DEPARTMENT 1 9 DA TE INlllAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INlllAL DA TE INITI AL OTHER APPROVAL CITY APPROVAL TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM AT: CANNON ROAD AT RESORT DRIVEWAY APPROVED: GLENN PRUIMJ•r-q,-- A~~trc~~~ ~/~~ _ .. PUBU ~ RK DIRECT PE:51274 EXPIRES:5/C)/01-DATE DWN BY: AT I PROJECT NO. I DRAWING NO. CHKD BY: NY CT-O3-O2 RVWD BY: APS 428-9 • 011209 051206 0 !;; :E OG') .,, ,I::,. ..... I\) (0 (X) I <.O IJJ (/) LEGEND : B@ = BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). E@ = END DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). 0 = 12" SOLID WHITE LINE DETAIL PER CALTRANS STANDARD PLANS ~~B<S'fre;. BjGRj = BEGIN GRIND EXISTING STRIPING E jGR I = END GRIND EXISTING STRIPING (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). r - )> J --" = = = = BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A24D. SIGNAL AHEAD PER CALTRANS STANDARD PLANS A24D. TYPE IV (LT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE IV (RT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). OJ ' s> = EXISTING BIKE LANE LEGEND. = REMOVE AND SALVAGE. = REMOVE AND REUSE. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UABILITi ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN 'IIRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. F,LE l"AME: 90.3-PD-01 _E U.S.A.!. 000903 8-18-05 AT, MV MP: 8-18-05 STRIPING AND SIGNING: 1. The contractor is responsible for installation of all signing and striping. 2. All signing, striping and pavement markings shall conform to the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement, the Coltrans Standard Specifications (2002 or latest version thereof), these plans and the Special Provisions. 3. All signing and striping is subject to the approval of the public Works Director or his representative, prior to installation. 4. Any deviation from these signing and striping plans shall be approved by the Engineer of Work and Public Works Director prior to any change In the field. 5. All striping shall be reflective per Caltrans specification. Striping shall be repainted two weeks ofter initial pointing. 6. All signoge shall be reflective per Coltrans specifications and shall use encapsulated lens reflective sheeting (High intensity or equal). 7. Prior to final acceptance of street improvements, all street striping and markings within a 500' perimeter of the construction project will be restored to a "like new" condition, in manner meeting the approval of the City Inspector. 8. Exact location of striping and stop llmlt lines shall be approved by the Public Works Director or his representative prior to installation. 9. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. 10. All pavement legends shall be the latest version of the Caltrons stencils. 11. Limit lines and crosswalks shall be field located. Crosswalks shall have 1 O' inside dimension unless otherwise specified. 12. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. 13. Fire hydrant pavement markers shall conform to the MUTCD 2003 Editions as amended by the 2003 California Supplement and Son Diego Regional standard Drawing M-19. 14. All median noses and flares shall be pointed yellow. 15. All signs shall be standard size as shown in the MUTCD 2003 Editions as amended by the 2003 California Supplement unless otherwise specified. 16. Sign posts shall be square perforated steel tubing with breakaway base per San Diego Regional Standard Drawing M-45. 17. When a sign is attached to a pole, it shall be mounted using a standard City of Carlsbad approved mounting bracket with strops. 18. Existing signs removed by the contractor shall be delivered by the contractor to the City of Carlsbad Public Works Yard at 405 Oak Avenue. 19. All signs shown on these plans shall be new signs provided and Installed by the contractor except those signs specifically shown as existing to be relocated or to remain. 20. (if necessary) Where R4-7 sign and OM1-3 object marker are to be installed in a 2-foot wide median nose, the R4-7 sign shall be 18"x 24" and the OM1-3 object marker shall be 12"x 12". ~l)f'f.SSJ ~ BASE PROVIDED BY: EXCEL ENGINEERING f..-..'()1 f'. S( ~ (!: STRIPING AND SIGNING DESIGN BY: fl.,::Y-1, ~~ 1,;;,.1 "'-URBAN SYSTEMS ASSOCIATES, INC. I;; rt ff' fR 093t (1\ 4540 KEARNY VILLA ROAD, SUITE 106 CD % 7! SAN DIEGO, CA 92123, (858} 560-4911 © ~ <{.E}(P./;/J, ,,-' ~?=-C ~~,.. * 'o .J>,_~lt A FF yg:fY. /J 4 ~ .,.--;-/ ~1· v, cµ ,\r:s . .,,,.,I',:: .. /r, .<J~_,1 /4/ ,,1 "11~ -v-,....,,_J.NDREW P. SCHLAEFLI -T.E.' #930 DATE NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPUCA TION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2004 SHALL BE USED IN SITIJATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY AOMINISTRA TION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCO 2003 CALIFORNIA SUPPLEMENT" ANO CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY 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 FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COOROINA TE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. "A~UILT" BY·~W~E~~30 11/4~~ REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: , ;-,. "-vi?' DATE ~ I CITY OF CARLSBAD I I SH1E9ETS I l-----+---+-----------------1----1----!---l---L.l.Z_j. ENGINEERING DEPARlMENT . 1----+---t-------------------!l----l------+----!--- I----+---+---------------·--·----------.. ----·---------+---+----+----1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL S I G NIN G AND STRIPING PLAN FOR: CANNON ROAD AT RESORT DRIVEWAY APPROVED: GLENN PRUIM Br-~ ,;?_ ~ ~ ~~ ,__ ~PUBLIC v&ii<o1RECT:;:1PE:51274 EXPIRES:5/37;0T<; o':~ DWN BY: AT I PROJECT NO. I DRAWING NO. CHKD BY: MV CT-03-02 428-9 RVWD BY: APS ) I 1 36"X36" W 41 ( W3-3J LEGEND : ~ = BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). E@ = END DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). -------- 0 = 12• SOI.JD WHITE LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). BjGRj = BEGIN GRIND EXISTING STRIPING E !GR I = END GRIND EXISTING STRIPING (XX) = MANUAL ON UNIFORM TRAmc CONTROL DEVICES (MUTCD). ID r -= BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A240. "' > -SIGNAL AHEAD PER CALTRANS STANDARD PLANS A240. J s TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). -.._ = TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). m r s> = EXISTING BIKE LANE LEGEND. jRs j = REMOVE AND SALVAGE. jRR I = REMOVE AND REUSE. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFlC CONTROL DURING THE INSTALLATION, REMOVAL OR MOOIFlCATION OF ALL SIGNING AND STRIPING SHO'IIN ON THESE PLANS. 2. THE APPLICATION OF THE lRAffiC CONlROL DEVICES ANO THEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISlRATION {FHWA) MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAffiC CONlROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAmc CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSlRUCTION. 4. THE LOCATIONS OF TRAmc CONlROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FlELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM lRAffiC CONlROL DEVICES (MUTCD) AND OTY TRAFFlC ENGINEER'S APPROVAL 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISlRA TION (FHWA) MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FlELD CONDITIONS DURING CONSlRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FlELD CONDITIONS. 7. CONlRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. FILE NAME: 903-PD-OZ_G U.S.A.!. 000903 g-Ji -05 AT, MV MP: 9,19/05 E 9 200' B GR 36"X36" RIGHT LANE MUST TURN RIGHT R 18-2 (R3-7) TYPE IV (RT) ARROW (TYPICAL) 30"X30" EXISTING ~® R 34 (R3-4) 24"X30" GRIND ALL CONFLICTING STIRIPING NO ,_ ... "'' TIME R 26A (CA) EXISTING CONSlRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPl.£TE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRo..ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES &: USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. EXISTING ~ R 7 (R4-7) KEEP R!GHT R 7A (CA) TYPE N-1 (OM1-3) YELLOW REFLECTIVE SHEETING 12"X18" /jR 26D/81 0--7 -"I q ) 48"X24" I • • I W 56 (W1 -7) 18"X18" ◊ EXISTING SPEED LIMIT 50 R 2 (R 2-1) 36"X36" PAINT MEDIAN NOSE YELLOW I . I ~~"ll,l-BARRICADE 'MTH R4S (CA) SIGN SEE SIGNAL PLAN TYPE N-1 (OM1 -3) YELLOW REFLECTIVE SHEETING B GR ---- 38' 36"X36" RIGHT LANE MU ST PEDESTIRIAN BARRICADE 'MTH R49 (CA) SIGN SEE SIGNAL PLAN TURN RIGHT R 18-2 (R3-7) 24"x30" ~ R 7 (R4-7) 18"X18" ◊ TYPE N-1 (OM1-3) YELLOW REFLECTIVE SHEETING I I 28' VlDED BY: EXCEL ENGINEERING AND SIGNIN G DESIGN BY: SYSTEMS ASSOCIATES, INC. 40 KEARNY Vil.LA. ROAD, SUITE 106 ,DIEGO, CA 92123, (858) 560-4911 © E GR ~ I 12 ' 12' ,. I I I I /· 12· 12' 14' 1 E -J R 26D/81 ~-q ... ~ 8" SOLID WHITIE LINE CHEVRON S 15' SPACING O.C. (TYP ICAL) At 4~• f<'\'i.l,~ ~ -- ------- 200' E 38 E 9 -- ---- - --- TYPE IV (LT) ARROW (TYPICAL) GRIND ALL CONFLICTING STIRIPIN G EXISTING ~ R 7 (R4-7) KEEP RIGHT R 7A (CA) TYPE N-1 (OM1-3) YELLOW REFLECTIVE SHEETING SCALE: 1"=40' 0 20 40 - ------ BY: "AS --- <( <f) <( <f) --- ANDREW P. SCHLAEFLI REGISTIRA TION EXPIRES: REVIE'MED BY: --- DA TIE i5HEET7 I CITY OF CARIBBAD 11 SHEETS I >-----+----1----------------+---+---+----1---1 L1.§_j. ENQNEERING DEPARTMENT . 19 1----1----+-----------------+---+---+---+----l SIGNING AND STRIPING PLAN FOR: CANNON ROAD AT RESORT DRIVEWAY APPROVED : GLENN PRUIM .gr A < -..:--~ J./Y.,zc ·6 '#J~f~L : -" PUBLJCK[)IRE OR PE: 51274 EXPIRES:5 30o:T ToArr 1-/l_·l_>_-_•~81-1.1_S_A_:J:-+_A_S_-_13_1,,_c;_;r ____________ -+---+---+---+---< OWN BY: AT PROJECT NO. I DRAWIN G NO. 428-9 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: .,,,M;;;;Vc+,. REVISION DE SC RIPTIO N RV D B •= ENGINEER OF 111:JRK OTHER APPROVAL CITY APPROVAL W Y: ~~ CT-03-02 ~-------~ .. 011209 051206 EXISTING NO PARKING ""' TIME R 26A (CA) MA TC:!;l EXISTING EXIS TING NO PARKING ""' TIME R 26A (CA) MATCH EXISTING 24"X30" NO ·-N<Y - R 26A (CA) 24"X30" R 26A (CA) 30• R 1 (R1 -1) I t...:f:k.l I 15' -- NO ·-N<Y - R 26A (CA) RD. 24"X30" NO ·-MY - R 26A (CA) --------·~ ,"' .. ~ ~ ~••n•4 •n ~':.-:.=-::. ..... -------•••••n ;;. ."':::::::.::.~c::::.-:.'a.. _ ••• ...........,.. •••• _ •• • •• ••••••WWW••••••-:.~•-•-• ~----=r-=--~~-.'O':."'~"':»ilJI • • • ~;..;;=-_;;;;;..;;;::.::=~-:~:~~~~~~~~~~~~~~~~;:~:::~~~~'-=~==7t:-=:__:_:~_'.:_:_:_:~_:_:___::_:~_:_:_=--~~==='~-=::_:-t:_1._::__:~,~·L:_~~:'1'.:::~7f.'.'.'..::'.~f~15:'.::'..::~""L=~1 o~o~· ~:"Ji~~.'.'.'..::'.7~~:_::_~J~t-~~_.::'._::_:_:::_:~:_~fC.:_:~::~:.::'.~':'._:_::_:=_:_:::_:_::_:=_:_:::_~}· t•~:_~;;:_.::;;~-::::;:=~~-----------------~--~-:,=,,,,~ - EXISTING W 31A (CA) NOTES: 1. lliE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING lliE INSTAU..A TION, REMOVAL OR MOOIFICA TION OF ALL SIGNING ANO STRIPING SHOWN ON lHESE PLANS. 2. lliE APPUCA TION OF lliE TRAFFIC CONTROL DE\1CES AND THBR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNFORM TRAFFIC CONTROL DE\1CES (MUTCD) 200J EDITION AS AMENDED BY lliE MUTCD 200J CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO lliE GUIDELINES PROVIDED BY lliE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR lliE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, lliE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. H0'11EVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF lliE ABOVI:. REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DE\1CES (MUTCD) 2003 EDITION AS AMENDED BY lliE MUTCD 2003 CALIFORNIA SUPPLEMENr AND CONSISTENT Willi FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY 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 FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS ANO GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE Willi NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. \ \ DRAWING FILE NAME: 000903-PD-03_E U.S.A. I. 000903 8-18-05 AT, MV MP : 8-18-05 \ 24"X30" NO ·-MY - R 26A (CA) LEGEND: 150' TRANSITION 24"X30" NO ·---R 26A (CA) TYPE IV (L) ARROW (TYPICAL) a(@) -BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). E@ -END DETAIL PER CALTRANS STANDARD PLANS (A20 lliROUGH A200). @ -12" SOLID WHITE LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). B ~ • BEGIN GRIND EXISTING STRIPING E~ • END GRIND EXISTING STRIPING {XX) • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). m r --BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A24D. 111 ► • SIGNAL AHEAD PER CALTRANS STANDARD PLANS A24D. J • TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). ~ • TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (lliERMOPLASTIC). m r <> = EXISTING BIKE LANE LEGEND. ~ -REMOVE AN6 SALVAGE. ~ • REMOVE AND REUSE. 48"X24" I • • I W 56 (W1 -7) 18"X18" ◊ TYPE N-1 (OM1 -3) YELLOW REFLECTIVE SHEETING SCALE: 1"=40' 0 20 40 PROVIDED BY: EXCEL ENGINEERING IPING AND SIGNING DESIGN BY: 50' W SYSTEMS ASSOCIATES, INC. , -4540 KEARNY VIUA ROAD, SUITE 106 SAN D/£GO, CA 9212J, (a5&) 560--4911 © . ':3';5'0---C f 9/0£ .E. /930 DATE 150' TRANSITION 24"X30" NO ·--TIE R 26A (CA) 'ffl" R 26A (C A) CO.STRUCTION CO.TRACTOR AGREES lliAT IN ACCORDANCE Willi GENERALLY ACCEPlID CO.STRUCTION PRACTICEs, CO.STRUCTION CO.TRACTOR WILL BE REQUIRED 10 ASSUME SOLE AND COMPLETE RESPONSIIILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CO.STRUCTION OF Tl£ PRO.ECT, INCLUOING SAFETY OF ALL PERSONS AND PROPERTY, lliAT lHIS REQUIREMENT SHALL BE MADE 10 APPLY CO.TINUOUSL Y AND NOT BE LIMITED TO NORMAL wa!KING HOURs, AND CONSTRUC110N CO.TRACTOR FURTHER AGREES 10 DEFEND, INOEMNFY AND H<l.O DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CON:C110N Willi PERFORMANCE OF WORK ON THIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: Tl£ ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSllllE FOR, OR LIABLE FOR, UNAUlHORtZEO CHA"IGES 10 OR USES OF THESE PLANS. ALL CHANGES 10 Tl£ PLANS MUST BE IN WRITING AND MUST BE APPRO\om BY THE PREPARER OF THESE PLANS. BY: "- 30"X30" W 31 (CA) 18"X18" TYPE N-2 (OM4-3) RED REFLECTIVE SHEETING A REW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWl':D BY: DATE ~ I CITY OF CARLSBAD 11 SHEETS I 1----+---+--------------+--+---+---+-----i ~. ENGl&RING DEPARlMENT . 19 1----1----+-----------------+---+---+---+---< DA TE INITIAL ENGINEER Cl" WORK , REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR : HIDDEN VALLEY ROAD AT RESORT DRIVE APPROVED: GLENN PRUIM ,9' t- A c,::; .... -e-~ __......a-", ·£ ,q/AJ. •. , PUBUClf6RK rnREC-6 PE; 51274 EXPIRES:5 JO 0.1~ DWN BY: AT PROJECT NO. CHKD BY: ..oNuY--1 RVWO BY: N'S CT-03-02 I DRA~NG NO. 428-9 ~-------~ ' \ , \ 011209 051206 '