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HomeMy WebLinkAboutDWG 428-9F; CT 03-02; CARLSBAD RANCH PLANNING AREA 5; 01-07GEN.BBD, N01FS !. THIS PLAN SVPERSEDES ALL OTHER PLANS PREl10(JSl. Y APPRO/IE'D BY THE CITY OF CARLSBAD REGARDING IMPRO/IE'MENTS SHOIW ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR If/Al/IE' ANY PORTION OF THE CARLSBAD MVNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY SlllNOAROS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO TIiis PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REl1SE THESE PLANS Hf-fEN NON-CONFORMANCE IS 0/SCO/IE'REO. 3. CITY APPROVAL OF PLANS DOES NOT REL/El,£ THE DEJ,£lOPER OR ENGINEER- OF-If/ORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS 0/SCO/IE'RED DVR/NG CONSTRVCTION. ALL PLAN REl1S!ONS SHALL BE PROMPTZ. Y SVBMITTEO TO THE CITY ENGINEER FOR APPROVAL 4. A R/GHT-OF-lf/AY PERMIT FROM THE CITY ENGINEER ll?LL BE REOVIREO FOR ANY If/ORK IN THE PVBL/C . RIGHT OF If/A Y. PRIOR TO PERMIT /SSVANC£, A CER11FICATE OF !NSVRAN~;, MVST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/110NAL /NSVRED .fd«, THE PERM!TTEE's POLICY IN THE MIN/MVM AMOVNT OF 11,000,ooaoo FOR {EA(!{ OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/11NG TH£ POLICViMUST HA/IE' A RA11NG OF "A-' OR BETTER ANO A SIZE CATEGORY OF CLASS V OR, BETTER AS ESTABLISHED BY t'ESTS" KEY RA 11NG GU/0£. 5. NO If/ORK SHALL BE COAii.lENCElJ UN11L ALL PERMITS HA/IE' BEEN OBlll/NEO FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQVIREO IF THE PROPOSED IMPRO/IE'MENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPRO/IE'MENT AGREEMENT. 7. NO REVISIONS ll?LL BE MADE TO THESE PLANS ll?THOIJT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED ll?TH/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO llllE SHEET. 8. ORIGINAL DRAll?NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORAll?NG SHALL BE REl1SEO TO REFLECT AS-BUILT CON0/710NS BY THE ENGINEER-OF-If/ORK PRIOR TO FINAL ACCEPll/NCE OF THE If/ORK BY THE CITY. !a ACCESS FOR FIR£ ANO OIH£R £/J£RC£NCY VEHICLES SHALL 8£ IJA/NTAIN£D TO THE PROJECT SITE AT ALL 11MES DURING CONSTRUC110N. !!. Hf-fERE TRENCHES ARE ll?THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (A} SUMMARY SHEET, (B) LABORATORY If/ORK SHEETS ANO (C) COMPAC110N CUR/IE'S, SHALL BE SUBMITTEO BY A PROFESSIONAL ENGINEER OF THE SlllTE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE F/ElO OF APPLIED SOILS MECHANICS. THE SOILS REPORT ll?LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR ll?THIN TWO If/ORK/NG DAYS OF COMPLETION OF F/ElO TESTS. THE WRITTEN F/ElO COMPAC710N REPORT(S) SHALL BE IMMEOIA1ELY SUBMITTED TO !HE CITY ENGINEERING INSPECTOR UPON COMPLE110N OF THE FIEZO TESTS. 12 A PRFCONSll?UCllQN MFFJJNC WALL BF HElD AT !HF S'llF PRIOR TO !HF BEGINNING OF If/ORK ANO SHALL BE ATTENDED BY ALL REPRESENTATI/IE'S RESPONSIBLE FOR CONSTRUC710N.. INSPECTION. SUPERIITSION. TES71NG ANO ALL OTHER ASPECTS OF THE If/ORK. THE CONTRACTOR SHALL SCHEOVLE THE MEE71NG BY CALLING THE INSPECTlON LINE AT (760) 43B-3B91 AT LEAST FIIIE(5) If/ORK/NG OA YS PRIOR TO STARTlNG CONSTRUCTlON. APPRO/IE'O DRAll?NGS MVST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL /NSPEC110N REWESTS OTHER THAN FOR PRECONSTRUC110N MEE11NG ll?LL BE MADE BY CALLING THE ENGINEERING 24-HOUR /NSPECllON REl)UEST LINE AT (760) 138-3891. INSPEC110N REQUESTS MUST BE RECEI/IE'O PRIOR TO 2-00 P.AI. ON !HF DAY BFFQRF !HF INSPFCllQN t'i NFFOFD, INSPECllONS ll?LL BE MADE !HE NEXT If/ORK DAY UNLESS YO(J REQUEST OTHERll?SE. REQUESTS MADE AFTER 2· 00 P.AI. ll?LL BE SCHEDULED FOR TWO FULL If/ORK DA YS LATER. 14. THE OIWER ANO/OR APPLICANT THRO(JGH THE OEm.OPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FDR CONFORMING 11} ALL LOCAL, STATE ANO FEOERAL SAFETY ANO HEALTH SlllNOAROS, LA/15 ANO REGULA110NS. 15. Tl{E CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBM/TllNG A OElll/L PLAN TO Tl{E CITY ENGINEER AND/OR CONCERNED AGENCY SHOll?NG THE DESIGN OF SHORING, BRACING SLOPE OR 017{ER PROIITSIONS TO BE MADE OF lf/ORKER PROTEC710N FROM Tl{E HAZARD OF CAVING GROUND DURING Tl{E EXCAVA710N OF SUCH TRENCH OR TRENCHES OR OUR/NG Tl{E PIPE INSTALLA110N THEREIN. 17{/S PLAN MUST BE PREPARED FOR ALL TRENCHES Flt£ FEET (5') OR MORE IN DEPTH ANO APPRO/IE'O BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VA 110N. IF Tl{E PLAN VARIES FROM Tl{E SHORING SYSTEM STANDARDS ESTABttWm BY 1HF CQNSll?UCllQN WFTY ORDFRS, 1117F 8 CALIFORNIA AOM/NISTRAll/lE' COO£ THE PLAN SHALL BE PREPARED BY A REG!STERElJ ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA710N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO/IE'RED ll?TH/N ANY If/ORK ZONE DURING CONSTRUC110N, OPFRAllONS MIL CFASr /AIMFD!Am t ANO THE PERMIT!EE ll?LL N011FY THE CITY ENGINEER. OPERA110NS ll?LL NOT RESTART UNTIL THE PERMITTEE HAS RECEI/IElJ WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 17. ALL OPERA110NS CONDUCTED ON Tl{E SITE OR ADJACENT THERETO, INCLUDING If/ARMING UP, REPAIR, ARRIVAL, OEPARl/JRE OR OPERA 110N OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUC710N EQUIPMENT ANO ANY 017{ER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.·00 A.Al. AND SUNSET EACH DAY, MONDAY Tl{RU FRIDAY AND NO EARTl{MOIITNG OR GRADING OPERA 710NS SHALL BE CONDUCTED ON M'EKENOS OR HOLIOA Y.s: {A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING OEPARTMENT COUNTER.) 18. ALL OFF-Sil£ HAUL ROU!ES SHALL BE SUBMITTED BY THE CONTRACTOR TO Tl{E CITY ENGINEER FOR APPROVAL TWO FULL If/ORK/NG DAYS PRIOR 11} BEGINNING OF If/ORK. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY DEBRIS OR DAMAGE OCCURRING ALONG !HE HAUL ROI/TE OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERA 710N. 19. NO BLAS11NG SHALL BE COMMENCED ll?THO(JT A CITY ENGINEER APPR0/£0 BLASTING PROGRAM AND BLAS71NG PERMIT. 2a THE EXISTENCE ANO LOCA710N OF UllLITY STRUCl/JRES AND FACIL!llES SHOIW ON Tl{E CONSTRUC110N PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTEN710N IS CALLElJ 11} THE POSSIBLE EXIS!ENCE OF 017{ER UllLITY FACIL/71ES OR STl?UCl/JRES NOT SHOIW OR IN A LOCATION DIFFERENT FROM THAT SHOIW ON Tl{E PLANS. Tl{E CONTRACTOR IS REQUIRED 11} TAKE DUE PRECAU710NARY MEASURES 11} PROTECT Tl{E U11Ll11ES SHOIW ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCl/JRES NOT SHOHN. 21. THE CONTRACTOR SHALL /IE'RIFY Tl{E LOCA110N OF ALL EXIS11NG FACILITIES ( ABOvEGROUNO AND UNOERGROIJNO) ll?THIN THE PROJECT SITE sumCIENllY AHEAD OF THE CONSTRUC710N TO PERMIT THE REIITS/ONS OF THE CONSTRUCllON PLANS IF IT IS FOi/NO THAT Tl{E ACl/JAL LOCA110NS ARE IN CONFZICT ll?TH THE PROPOSED If/ORK. 22. THE CONTRACTOR SHALL N011FY AFFECTED UllL/TY COMPANIES (SEE BEZOHI) AT LEAST TWO FULL If/ORK/NG DAYS PRIOR TO STAR11NG CONSTl?UC'llON NEAR THEIR FACIL/71ES ANO SHALL COORDINATE If/ORK WITH A COMPANY REPRESENTAll/lE. UNOERGRO(JNO SERVICE ALERT (800)422-4133 SOG&E {800)660-7343 AT&T (800)892-0123 11ME If/ARNER CABLE {760}138-7741 COX COMMUN/CA 110NS (760)806-9809 CITY OF CARLSBAO{STREETS ANO STORM DRAIN) (760)434-2980 CITY OF CARLSBAO(SEIIER, If/ATER & RECLAIMED If/ATER) {760)438-2722 *SAN 0/EGU!TO If/ATER DISTRICT (760)633-2650 *LEUCADIA lflASTE/f/AlER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLI/IE'NHAIN If/ATER DISTRICT (760)753-6466 *BUENA SAN/lll710N DISTRICT (760)726-1340 *AS APPROPRIATE STREET N01FS 1. ACl/JAL STRUCl/JRAL SECllONS ll?LL BE OE!ERMINEO AFTER ';\>" VALUE TESTS HA/IE' BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF Tl{E STA!E OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl{E F!ElO OF APPLIED SOIL MECHANICS, ON TH£ PR£PAR£0 BASEMENT SOIL TH£ "R" VALUE TESTS ANO THE ENGINEERED STRUCl/JRAL SEC110N MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY If/ORK/NG DAYS BEFORE Tl{E If/ORK BEGINS. 2 STREET LIGHTS SHALL BE INSTALLED AS SHOIW ON THESE PLANS,UNOERGRO(JNO CONDUIT RUNS, SERl1CE POINTS AND HANO-HOLES SHALL BE SHOIW ON THE "AS-BU/Lr PLANS. NO DIRECT BURIAL STREET LIGHT FOIJNOA110NS ll?LL BE ALLOIIEO. ALL LUM/NA/RES SHALL BE ·cur Off" TiP£ ---,., .. 3. ALL UNDERGROUND U71L/11ES ANO LA!ERALS SHALL BE INSTALLED PRIOR TO CONSTRUC710N OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE!E PIPE ll?TH A MINIMUM 0-LOAO OF 1,350. FDR PR/114 TE STORA/ DRAIN PIPES, UP TO 15' PVC MAY BE UllLIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKF/LLElJ WITH 3/4' ROCK PER SORSO S-4 TiPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIP£ 5. Hf-fERE AN EXIS11NG PIPE LINE IS TO BE ABANOONElJ IT SHALL BE REMO/IE'O WITl{/N TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED WITl{ PROPERLY COMPACTED SOILS. IN 017{ER AREAS Tl{E PIPE WILL BE PLUGGED 11?17{ CONCRE!E OR REM0/£0 AS APPR0/£0 BY Tl{E CITY ENGINEER. 6. Hf-fillCHAIR RAMPS SHALL BE INSTALLED PER REl)UIREMENTS OF llllE 24, CALIFORNIA AOM/NISTRA 11/IE' COO£ 7. STREET TREES SHALL BE /NSll/LLED PER SEC110N IV 0.3 OF Tl{E CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE H/'lJRANT MARKERS SHALL BE PLACElJ IN Tl{E STREET /1?17{/N Tl{E LIMITS OF If/ORK OF THIS PLAN PER SORS 0/f/G A/19. 9. ALL SUR/IE'Y MONUMENTS AND POINTS THAT ARE 0/Sl/JRBEO BY THIS If/ORK SHALL BE REESlllBLISHEO, PERPEl/JA TEO, ANO DOCUMENTED PER Tl{E PROFESSIONAL LANO SUR/1!:YORS ACT. ta TWO (2) SETS OF SURvEY (cul) SHEETS SHALL BE PROl10ElJ TO THE CITY ENGINEERING INSPECTOR. SE1fER N01FS f. SEIIER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH Tl{E CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EO/llON), /IVLUME 1-GENERAL DESIGN Sll/NOAROS, CHAPTER 6-DESIGN CRITERIA FOR GRA l1TY SEIIER LINES ANO APPURTENANCES, ANO /IVLUME 3-STANDARD DRAll?NGS ANO NOTES ANO STANDARD SPEC/FICAllONS FOR PUBLIC lf/ORKS CONSTRUC710N, LA!EST ED/110N (GREEN BOOK) 2 THE CONTRACTOR SHALL OBTAIN AN EXCAVA710N PERMIT FROM THE O/l1SION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA110N ANO SHALL ADHERE TO ALL PROl1SIONS OF THE STATE CONSTRUC110N SAFETY ORDERS. J. BEFORE ANY CONNEC110N TO THE 0/STR!Crs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM lHE DISTRICT. IT MUST BE SIGNED ANO APPRO/IE'O BY Tl{E 0/STR!crs ENGINEER ANO SUPERINTENDENT. 4. BEFORE CONSTRUC710N BEGINS IN ANY PUBLIC RIGHT OF lf/AY, A CITY RIGHT OF If/A Y PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAO ENGINEERING INSPECTION 48 HO(JRS PRIOR TO Tl{E BEGINNING OF CONSTRUC710N. (mEPHONE NO. /760] 438-3891) 1T.4TER N01FS !. WATER & RECYCLElJ If/ATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 11?17{ THE 'CITY OF CARLSBAD ENGINEERING STANOARos· VOLUME 2 & 3 (LATEST ED/110N) 2 Tl{E CONTRACTOR SHALL OBTAIN AN EXCAVA710N PERMIT FROM THE 0/IITSION OF INDVSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA N071FICA110N AND SHALL ADHERE TO ALL PROIITSIONS OF THE Sll/TE CONSTl?UC710N SAFETY ORDERS. J. BEFORE ANY CONNEC710N OR SHUT 00/W OF VAL vES ON EXIS11NG C.AI. W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.AI. W.O. OFFICE ANO MUST BE SIGNED ANO APPRO/IE'O BY THE CITY OF CARLBAO'.S DEPUTY CITY ENGINEER ANO THE UllLITY OPERA llONS' PUBLIC lf/ORKS MANAGER. 4. A PRECONSTRUC110N CONFERENCE MEE11NG SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUC110N BEGINS. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAO ENGINEERING /NSPEC110N 48 HOURS PRIOR TO BEGINNING OF CONSTRUC710N, 1ELEPHONE N0.(760} 438-3891 FOR SCHEDULING. 5. Tl{E CONTRACTOR SHALL N011FY Tl{E CITY OF CARLSBAD ENGINEERING INSPECllON DEPARTMENT 48 HO(JRS PRIOR TO STAR11NG If/ORK SO Tl{AT INSPEC110N MAY BE PROIITDEO -7ELEPHONE NO. {760)438-3891 6. NO TREES OR STRUCl/JRES SHALL BE ALLO/f/EO IN THE If/ATER LINE EASEMENT, ALL EXIS71NG TREES AND STRUCTURES SHALL BE REMO/IE'O PRIOR TO COMMENCEMENT OF If/ORK -ANY EXCEP110NS SHALL REQUIRE WRITTEN PERMISSION FROM Tl{E DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING ANO APPUR!ENANCES SHALL BE PRO!ECTEO BY MEANS OF CATHODIC PROTECTION. IF OEJ,£l0PER/OIWER CONDUCTS A SOILS !EST REPORT ANO DEMONSTRATES THAT PROTEC110N CAN BE PERFORMED IN ANOTHER MANNER, Tl{E DISTRICT ENGINEER ll?LL CONSIDER AN ALTERNAll/lE' FORM OF PROTEC110N. 8. Tl{E EXACT HORIZONTAL ANO flE'RllCAL ALIGNMENT ANO TiPE OF MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN Tl{E OE!ECTOR CHECK VAL I£ ANO BUILDING SHALL 8£ OETERAIINEO BY Tl{E CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER SERl1CES ANO RECYCLED lf/AIFR SHALL BE!" ANO ALL METERS SHALL BE 5/8' (UNLESS OTHERWISE NOTED ON PLANS) 10. ALL If/ATER METER BOXES SHALL BE 17x30x12" POLYMER CONCRE!E AS MANUFACl/JRElJ BY ARMORCAST OF EQUAL. !!. MINIMUM SPACINC BETWEEN POTABLE If/ATER LATERALS ANO SEif/ER SERIITCES SHALL BE 10 FEET. 12 Tl{E TOP OF lflAlER METER BOXES SHALL BE FZUSH WITH THE FIN/SHElJ SURFACE GRAD£ 13. CONSTRUC710N OF lf/AIFR MAINS ANO RECYCLED If/ATER MAINS SHALL ADHERE TO TO Tl{E "CRITERIA FOR THE SEPARA110N OF If/ATER MAINS ANO SAN/ll/RY SE/f/ERS' PUBLISHED BY THE STA TE OF CALIFORNIA 's DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFlECllON AT THE PIPE JOINTS ARE NOT ALLOIIEO. Tl{E USE OF A HIGH- OEFZEC110N COIJPLINGS AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEEJ 4 DEGREES TOTAL omECllON PER COUPLING (2 OEGREES/tACH GASKET). USE CERTAINTmJ 'WN/1.-/RON' H.O. FOR C-900. QE4ARATl(I{ tTfifYPQN5YR{f CflA86C I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA/£ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE OES/CN IS CONSISTENT HfTH CLIRRENT SlllNOAROS. I UNOERSlllNO THAT THE CHECK OF PROJECT DRAll?NGS ANO SPEC/F/CA110NS BY THE CITY OF CARLSBAD DOES NOT REl/EvE ME. AS ENGINEER OF WORK, OF MY RESPONSIBIL/11ES FOR PROJECT DESIGN. FIRM.· F%CR ENGINFFRINC AOORE:.c-:S:cc:S:-· -----~,.,.=o~rr,,.-;r""TF"'B=t~A=CF~---------------- C/TY, Slll IE: ____ _.F,...,,c..,.ey.,;m· ."'VA""'OO..,._,C,"''A'-'9""'2,"'12..,'29z.._ _______ ·_···_· _·_·_· • ____ _ ABBBEVJAIJONS AH ASSY AW BC BCC BO BOP CB Cl ACCESS HOLE ASSEMBLY AIR & VACUUM VAL I£ 8£C/N CURVE BEQ'N Ctll/P<X'NO Cl/RI£ BLOWOFF BOTTOM OF PIPE CATCH BASIN CURB INLET CENTER LINE CL.EAR lf'ORK TO BE .DONE Tl{E /MPRO/IE'MENT If/ORK SHALL BE PERFORMED IN ACCORDANCE ll?TH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUC110N, AS 0/REC!EO BY 11-fE CITY ENGINEER. l. 2 J. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS 17{/S SET OF PLANS 4. RESOLU110N NO. 5685, 5686, 5687, 5688, 5689, 5690 & 5691 DATED SEP!EMBER !, 2004. 5. THE STANDARD SPEC/F/CA710NS FOR PUBLIC lf/ORKS CONSTRUCllON (GREEN BOOK) .. TELEPHONE· _____ (,~ll='60=~~7'c...c'45=-~8=1=18'------------------ CL CL.R DC EC ECC EG Fl{ OEflECllON CO(JPL/NG ENO CUR/£ ENO COMPOUND CURl-f' EXIS11NG GRO(JNO 6. SOILS REPORT ANO RECOMMENOA110NS BY LEIGHTON AND ASSOC/A!ES DATED APRIL fl, 2005, ,. AS UPDATED, ANO THE AS GRADED GEO!ECHN/CAL REPORT DATED AUGUST 2, 2006, BY: ___ ~--,---'"~('.'.'.?-=lj.~~~-------DATE---~J~'AN~U~'A=R~Y~1~9~20~1=2 __ _ (ROBERT D. DENTINO) R. C.£. Na: -15629 REGISTRA110N £XPIRA110N OA7E.· 12-31-12 ; ~-. --~~ -~f,~-i ~t SHEET INJJEX NAP CO/IE'R SHEET \ \\ ~\ INDEX 1 2-7 If/ATER ANO SEif/ER PLAN & PROFILE \ I \ f} \ LEGEND SEif/ER LINE If/ATER LINE FIRE H/'lJRANT -s- -w-... / EXIS71NG SEMJr / !l"tl':,tlf✓ EX/SllNG If/ATER )b \ "1"f •-~ EXIS11NG RECLA/MEO If/ATER r fi " ~n,~ -~-~ O ~, "- I -----~' ,, a-, ;::;:-:;,\ J o\ ......... ,, ,, fl F.L. FS F.S. GV IE JB MAR NE NW PJ PRC R/W s soco sco so SE SW STA TOP 1B w.s FIRE H/'lJRANT FZANGE OR flANGEO flOlfl LINE FIRE SERl1CE FINISHED SURFACE CATE VAL/£ /N/,ER T El.EVA 110N JUNC110N BOX MANUAL AIR RB.EASE NORTHEAST NORTHIIEST PUSH-ON JOINT POINT OF RE1'ERSE CUR/IE' RICH T OF If/A Y St.OPE STORM DRAIN CLEANOLIT SEIIER CL.EANOLIT STORM DRAIN SO(JTHEAST SOL/THI/EST STATION TOP OF PIPE THRUST BLOCK If/A !FR SERIITCE ANO TliE GEO!ECHNICAL /NVES17GA170N, PROPOSED SALES, ACTIVITY ANO FITNESS BUILDINGS, CARLSBAD RANCH PLANNING AREA 5, MARBRISA PHASE II, CARLSBAD, CALIFORNIA. DA !ED NOVEMBER 4, 2011, BY MTGL, INC. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY Tl{E CITY OF CARLSBAD STANOAROS. 8. CALIFORNIA COASTAL COMMISSION OEJ,£lOPMENT CON0/710NS. PERMIT 03-04 5688 DATED SEPTEMBER I, 2004. 9. STORA/If/ATER POLLU110N PRE/IE'NllON PLAN {SHPPP} PREPARED BY EXCEL ENGINEERING DAIFO.· OCTOBER 17, 20!! H0/0 NO.: 937C362798 1a STORA/WATER MANAGEMENT PLAN PREPARED BY EXCEi ENGINEERING. ORIGINAL MASTER CEQA DOCUMENT DA!EO: JULY, 2001 ADDENDUM TO MASTER SIWP DATED: 10-3-20!! , 11. CA~IFORN/A STORA/If/ATER QUALITY ASSOC/AllON (CASQA) STORA/If/ATER BEST MANAGEMENT PRAC71CE, CONSTRUC110N HANOBOOK,· ANO THE SlllTE OF CALIFORNIA DEPARTMENT OF TRANSPORTA710N CONSTRUC110N SITE BEST MANAGEMENT PRACncts (BMP) MANUAL. LECENJJ DESCR/PllON 0/f/G. NO. SYMBOL QUAN11TY 12• C-900 DR-18 WATER MAIN -w-2,261 LF 12• Sll. 10 GA. CML&C If/ATER MAIN CMMJ lf/34 -w-55 LF 8' Pf,t;' SOR-35 SE/IER MAIN -s-1,550 LF FIRE H/'lJRANT ASSEMBLY CMMJ lflf2 ... 7EA Tl{RUST BLOCK CAIMI lflf5 ► 26EA 6" SEIIER LATERAL ll?TH CLEANO/JT CITY S-7 © 15 EA 2• If/ATER SERl1CE 11?17{ 1 1/2" ME!ER CAIMI lf/4 ®--0-11:A,6 EA !" If/ATER METER ON EX/SllNG !" SERIITCE CMHO lf/3 ®--0-2EA 8' FIRE SERl1CE (Q 5EA 8' GA TE VAL I£ ON FIRE SERVICE CMHO lflf6 181 4EA 10' CA TE VAL /IE' ON FIRE SERl1CE CMHO /r/6 181 1 EA 12" CATE VAL /IE' CMHO lflf6 181 BEA 2• BLO/f/OFF CAIMI lf/6 • 5EA 2• MANUAL AIR REZEASE CMHO lf/6 ■ 4EA DEFZEC110N CO(JPL/NG = 3 EA SEif/ER ACCESS HOLE (UNLINED) CITY S-1 0 10 EA f'i/ \ ~t,, ) \i'\i.\ SEif/ER ACCESS HOLE (LINED) ~CITY S-1~~1 EA ffi . 2" /f!ATtR, St!l.Vlai lrlfTl./ .2• #c?f3R. CMWIJ W,f ~ I EA VICINI.TY MAP ' -0,..· ·, :::Jl:.$~=+~ ii><:;-,.,.-:;;;~,-c., ~,\~ '"'------' -- CITY OF OCEANSIDE ?5 -~ ~ .... ,-~~-~\ '. CITY OF VISTA ---SCALE 1"=150' - ---------{J 15{1 300 APPLICANT I SUBDIY«B; GRAND PACIFIC RESORTS, INC. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 (760) 431-8500 CONTACT: TIM STRIPE BASIS tF~ 450 600 HEfFRENlF ORA#INCS CITY OF CARLSBAD 0/f/G. Na 128-9 428-9A J.;J-2V THE BASIS OF BEARINGS FOR THIS SVRl-f'Y IS THE CALIFORNIA COORDINATE SYSTEM - 1983, ZONE 14, 1991.35 EPOCH, NORTH AMERICAN DAl/JM OF 1983 (NA083}, GRID BEARINGS BETIIEEN SlllllON CLSB-058 AND STA110N CLSB-054 AS SAID COORDINATES ARE PUBLISHED IN THE RECORD OF SURvEY MAP Na 17271, FILED IN THE OFFICE OF THE SAN DIEGO CO(JNTY RECORDER ON FEBRUARY 8, 2002 (I.£ N 05J3'o7' HI) 5YX.fl'a" tT TllPQC8APHY TOPOGRAPHY SHOHIV ON THESE PLANS WAS GENERATED BY PHOTOGRAMMElR/C METHODS FROM /NFORMAllON GATHERED ON 2-17-20!! BY ANALY71CAL PHOTOGRAMMETl?/C SURvEYS, INC., TOPOGRAPHY SHOHIV HEREON CONFORMS TO NA110NAL MAP ACCURACY STANDARDS. THIS PROJECT IS LOCATED ll?TH/N ASSESSORS PARCEl NUMBER(S} 21{ Ut tZ5 06, oZ ,t 09 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.· N 1991 £ 6Z'f1 8fNCH MARK DESCRIP 7la¥.· CARI S'JlAIJ CQNll?OI Ml2'.YUMFNT f , 1028, BRA££ DISK IN ffFLL AIONUMFNT STAMPED LS 4324 LOCA710N: APPROX 7.'JO' HFSIFRIY,t 800' NORTHFRIYALONCA DIRT TRAIi £ROM lHF IIESTERL Y ENO OF THE CANNON ROAD BRIDGE: RECOROm· CITY OF CARLSBAD 0R17{0PHOTO A/APP/NG DRAWING NO. 296-5 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STAT£ PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~uJ-· ROBERT D. DENTINO RCE: 45629 EXP: 12/31 /12 lwAWi' PREssuRE ZONE= 3751 1/19/2012 DATE SITE PACIFIC OCEAN CITY OF ENCINITAS SUSMP PROJECT PRIORITY: HIGH CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_7_F.FLOW 1500 G.P.M. OUT OF_1_F.H.(S). BLD . SPRINKLED @/NO ..• F.FLOW 2250 G.P.M. I. t-l v,,,z.,. DATE P.E 45629 EXP. /2-:,/-li, REV_}lWED BY://!1 AIA41.{d. La . fNSF>ECTOR • ,,_o-{ii CITY OF SAN MARCOS 7_/4,a,,f, DATE lo/Mitt. DATE fSHml CITY OF CARLSBAD 1----1----+----------------1------+---+----t-----t L....!_J LAND DEVELOPMENT ENGINEERING 1----l----+----------------1------+---+----t-----t 1----f----+----------------1------+---+---+-----t IMPROVEMENT PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE II) TITLE SHEET GLEN K. VAN PESKI • ElEVA TION.· 118. 768 DA 1/JM.· 1929 MEAN Si;"A LEm. DA 1/JM ~{Lf.p/JZ r-,,.,;,,,t-,;-.;-;,;,-t--,.---.,-,,.;;,:,------------t----t----t---1----t ;:E::':NG:::IN::E:;:E::':'Rl::':N:::::':;::;;:;:=:;'-;:::P':::'E'::::::::41'::2:':04:::::'E::X::::Pl:::RE::S::::3=::3::1 :::;1;:3=:::D::::ATE:::::~ 7/ll6/lf /?DD AS-BVIL1 DWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY~-'""~- PROJECT NO. CT 03-02 DRAWING NO. 428-9F [)·)7,,r; Ju .. JJJ1,., f:~~:.'f' :r r~~ f ~ 70~.r ~':r:t--~~~ F ~;f . -~,--.. . .·~ 4_,~.=1'-~=f+r=I-+ .•. '-'._.1=_=1.ccc .. +f-... ~·r-::~'+:.-"-.+ .. c+ccc,=-+=+.-_1=:.-""-r=•.+-,= .. _•e=. __ ==a. = .. _+,._.__···~+/--=_.~i=i-=1• ·="•+:•=-'+~_-.=••··~·· .:::;. =f=-!=-=i---'--.·.c+---=·.•···+ .. _-=.l-'-. "+=+'.-+··•__.__',__._·--+·, --=+-+-·-4· ·=·+· ·=··+·-c··i=·-4·-"-+•=-+-.:-4i .• icc.c+l-,=c ...• +··_.__._.-Fr •.--1f"--:-+_,_._·+·=--i=·+c-·+•r·=···f-'-··=b+-:+f_._·-E-c· -4 •• 1=-.±•·· .=·.:··+'r=··· t='4c-····f ··~_1:'·:f=·:• ·=···••:r--'Tt---·f---···· .. --i--+.· --.-·--++-·__.__·-·+.·4-.--.-·-l· t---r-· :=--4··ct--''=-+·-r1_.--i.+-1_· ~~:·~·+·r· -=,.+-lcc-···•:1__.__·c-·+-+.f=·_.·:~~:::-=,:~~:'=-:-·~··1-r=•·•··.·.tJ.~ .• [.[=,•,:_.· -···-···--·•···-·· ····· .··.,r-.·••:c1-·•-=•.=:••:-•_~,.--·=l•I .-'-···----·· ....... ·••·r::••·•••·--,·"· -··· ·•·y-:._ ··-·· •·•(=:,.,. . ...... ·•····· · ·-· >:•F•· •··-· ··+---·' .... ··_ccrf---••• -1.·-·'--+·· _•·-,1----+·'•--__,_r -t--i· -· ::--: ·iJ.:: -: · l: • ' :: :c I.. • -~~ -... ---., • -·1 .. -·=i=·3··=-···.-t·=.-· ±·=··T· -=·F't=f='E.l=-=f· =·3'•=·±1·=··T· =-·t··=-··E·=· f---ic3'-"-J----L,.c-f"=f''=\='--r·=· 1r· .• --i.·.=· -.!· c'-cf----L·=+--·· ·+-p-.c·.r .. =-'·F-.. ··=-···--\·-·+-·r .r.--+c=ct--.···7+=;-f· ·· .. •··+-+=+.---t-... · .. •rl -=r-=l=---b--t==•l,--,-cl=-=ct=r=l=-=i..---..Jc=lc=!=+=---±-..--+.-----.b---c'.l--. .. --i .. = .... .-t .. =.-±=±·--·+=+--.+-.+c=l--.-.+.--+-+-+.-+-..--1 CCC.=• •.... · c' ,t•.·... . . .. ~.=-if •. ,... • .... t.. . •. 4:.•r·· .... ·--· · ·F• ' . . . . . r=J...-t.----ct-=t=--.--r------..t-.---:=-~ct-==:i·TC· ·=··i·=·t=1=· .='i. =·=t· --::=···*· ·==··t··=· 1==1==1:=-=t· ·=·· ·$:--==··i==· ==i'==t=t=t+ ===r-=-t=t==f=rr=l=f=· ·+·=:· t·=·i=···:=, .. ._._-·1· =·-:+. =t'::-J='+=t+_=· +· ··._._-t=-=: .. t-= .. -':J. ~7"-jr+=1· =:-7· =f:'-t'±±B +···· . . . ... -. ... . .... ··-. 1 -· .. · .. _'_:•e•·r·.::·•···· ···f··.c.j.t ,. f ···1 -·,·:·:·::·.c•:.·0,•,•V····,·,r·--·:::,..:,.: :__::._::·:· •.. J.·r> .. ·':.·:· .. · .. ~ 1°······ ··1 ., ... ,···r -····-I•···· c··r·•+•···· .J .. .. .... ..... I r.1 ... II ~Lil_ = . k ::1 ~'[; -.. -1 -I --I l :__ .:d :~~ -c• =---:_, l r-1 t·T -·-i~~{_ -f f <:+ . k i t~--f4W/f<'11AiWf 1 iJ C i tll ".,..·f,:~7'-,=-f-.f=-,-f77·=······t'Fr=ir=icc.·i ·..----·· i=t==lj=· ··-,tt-.=-_;--:;:::=·· ·t,~•,,.c.c.H-=-=f·,,.· t-:-'T+'t,'c"r· 7!= .... =F •. ··==-t==11=-=tf==-.··F-f'. ·71=·=r~f=l=:cfc.~ .. =-t. =··=f-=· HE=t--1-=-,··T.·==-i=--=l-==···=F-=,~ I -. . . = ij ' . ·. cc r--. : t f f ······.'.'2,.· .. · .... ·····-'OE······B· RVC lJ .503'~ .-._.I ---...••.. t_... )(Q -~-,·'};: • • • ·I··- ... ···: ·.-.;. -r_ -__· ~t.f · t ... J ........ .. ···-· '· ...... c··· 1 1 ' ~ ..• , .66U';-t/A8·1P··:li,V..'O:r ,-··-c.c .. ·.•· '{!·1"'·-,., .. : -·+··'"'· · • .. ·.1-.. ·· >t ,f:..t• ·•• . .. ..... l-. SCALE: 1 "=20 ' --- ------·-·--'Jggb=g.t..:¥c++:J.-4=4~~~~t::.-:g.J ----------------= .c '·-·-· -..... WATERLINE EASEMENT GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT PER DOC NO. 1999-0232919 OF OFFICIAL RECORDS RECORDED APRIL 7, 1999 - -----------0 20 40 60 80 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SLJRV['/1NG 440 STAT£ PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~/4Z/4uJ--. fcIBERT D. DENTINO RCE: 45629 EXP: 12/31 /12 1/19/2012 DAlf SEWER DATA SDR-35 NO DELTA BRG RADIUS LENGTH REMARK (D N22•49•3o•w 241.79' 8" PVC (D N37.11'09"E 148.66' ... @ N55•14• 14"W 134.21' •• "AS BUILT" /4/4,c!)~-7,k>o/($" > • P,E 4662-, EXP. 12-3/-11, DATE SEE OHG. NO. /28-9C FOR S/IRFAtr /l,/PRO/IEJ,IEN15; STORI,/ ORAIN ANO CRAO/NC ~ CITY OF CARLSBAD I SHEETS I 1----l----+----------------1-----t----+---+------t L__3_j LAND DEVELOPME'NT ENGINEERING 7 l----l----+----------------1-----t----+---+------t ---t-----+-----------------t-----t----+----+----t IMPROVEMENT PLANS FOR: 7 f(JIJ/lf R/JD AS-811/LT DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE II) 8" SEWER MAIN APPROVED: ENGINEERING MANAGER DWN BY: -!if CHKD BY:~=- RVWD BY: GLEN K. VAN PESKI ,z,(!h/Jz PE 41204 EXPIRES 3 31 13 DATE PROJECT NO. CT 03-02 I DRAWING NO. . 428-9F ~ I\) Ci) 0 .i:,. -"' ..... 00 cb 'Tl - ~ NO SCALE: 1 "=20' IT! - -- -----------0 20 40 60 80 m !II CENTERLINE DATA DELTA BRG RADIUS LENGTH REMARK N66•39'2o"E 69.85' • • l!.= 59•22•54" 249.00' 258.07' • • NO?" 16 '25"E 295.67' PORT! ON SHOWN EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 A/4o~-- R□BERT D. DENTINO RCE: 45629 EXP: 12/31 /12 1/19/2012 DATE I I I ----l -' - ------. - --·--· ---·. "AS BUILT" IWAmi' PR£SSIJR£ ZONE= 3751 ~hv~ , P.F 451c2.'.;) EXP. 12.-31-I'-DATE SEE OWG. N0.428-9/J FOR SURFACE IMPR01£AIENTS; STORM ORAIN ANO IJRAO/NIJ R~ BY: /JJ1 ~idl:4-: (NSPECTOR l-----+---+-------------t---t--+---+-----11 SHE3ET I CITY OF CARLSBAD I SHEETS I LAND DEVELOPMENT ENGINEERING 7 ~='...==============:::::'....::===: >-----+---+--------------------<---t---+----+----f IMPROVEMENT PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE II) a• SEWER MAIN AND 12" WATER MAIN APPROVED.~ -,/ ~-.,1.,/ GLEN K. VAN PESKI &....tdkl-UJ!:ii. ~~z ENGINEERING ANAGER PE 41204 EXPIRES 3 31 13 DATE 7108//5 RDO DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: Ml< PROJECT NO. I DRAWING NO. CHKD BY: Vd' CT 03-02 428-9F RVWD BY: 0 w~ 0 .i:::,. -1\) -.J qo c.o 'Tl -T-1-· _- l F .. 1 I --·--------,. - ---------- --------·-··· ..... . . .. . --~·--------. . I . - ... - - --------. -----... ----.. ----··· . --. -·--· .... ······ 1 · 2 .. • ..... _, -.. . -· --·--I -' --.. -··+ 1·.:v··1· ·. ··:,·:r··1 · l· . '. ••l•··· .. ·•l .·· 1--l--l :.·, .. j··.-+:.~ •• : .... •.•cc~,r·•: . :.:·:::.:.... . ............ : ::: .. :·.··. . ....• ::.:l SCALE: 1 "=20 ' NO [I] rn ---[I] --0 20 40 60 80 rn WATER DATA (C-900 PVC) CENTERLINE DATA DELTA BRG RADIUS LENGTH REMARK N07"16'25"E 295.67' PORT! ON SHOWN t>.= 65°31'34" 209.00' 239.02' N58"15'09"W 119.32' t>.= 96°16'00" 135.00' 226.82' PORT! ON SHOWN ENGINEER OF WORK EXCEL ENGINEER/NG LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-B118 FAX (760)745-1B90 ' /~co~ ROBERT D. DENTINO RCE: 45629 EXP: 12/31 /12 1/19/2012 DATE SEWER DATA SDR-35 NO DELTA BRG RADIUS LENGTH REMARK (D N07° 14' 19"E 180.03' 8" PVC (PORTION SHOWN) N15"13'35"W 95.67' 8" PVC N37"43'35"W 94.59' 8" PVC N60" 13 '35"W 192.26' 8" PVC N86 °01 '25 "E 83.01' .... PORT! ON SHOWN "AS BUILT" Im,/ lFI\' PRESSURE ZONE = J751 ~uk ?faah- 7 p .E 1562-9 EXP. /2-:3/-/6 DATE SEE OffC. NO.,f28-9C FOR SURFACE INPROl!EAIEN!S, STORA/ORA/NANO CRAO/NC I SH4EET I CITY OF CARLSBAD I SHEETS I t----+---+----------------+----1---i----t----1 LAND DEVELOPMENT ENGINEERING 7 t----+---+----------------t----1---i----t----1 7/118//5 RD.O 4S-8U/1.. DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE II) a• SEWER MAIN AND 12" WAlER MAIN APPROVED: ENGINEERING MANAGER DWN BY: --;-41')-'-'--- CHKD BY: ..,_,,,~_ RVWD BY: GLEN K. VAN P_ESKI ?/lbj!Z PE 41204 EXPIRES 3 31 13 DATE PROJECT NO. I DRAWING NO. CT 03-02 . 428-9F. n·, VJ26f2 ~ NO [I] SCALE: 1"=20' rn [] -------0 20 40 60 80 WATER DATA (C-900 PVC) NO DELTA BRG RADIUS LENGTH REMARK N86°01'25"E 76.33' 12" C-900 DR-18 (PORTION SHOWN) 2 N52"16'25"E 67 .01' 12" C-900 DR-18 N29"46'25"E 196.16' 12" C-900 DR-18 N07"16'25"E 84.56' 12" C-900 DR-18 N15 • 13' 35"W 50.01' 12" C-900 DR-18 (PORTION SHOWN) CENTERLINE DATA DELTA BRG RADIUS LENGTH REMARK ~ 96°16'00" 135.00' 226.82' PORTIION SHOWN N25"28'51"E 161.11' • • ~ 50"22'48" 150.00' 131.89' PORT! ON SHOWN ENGINEER OF WORK EXCEL ENGINEERING LANO PLANNING • ENGINEER/NG • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-B11B FAX (760)745-1B90 -~c?~-· ,_ ROBERT D. DENTINO RCE: 45629 EXP: 12/31 /12 1/19/2012 DATE SEWER DATA NO DELTA BRG RADIUS LENGTH (D N86"01'25"E 83.01' ® N52" 16 '25"E 70.97' @ N29°46'25"E 100.62' I WA lEi' PRESSIJRE ZONE = J75 I SE£ OWC. NO. ,f.28-9G FOR SURFACE /MPROl£M£NTS, STORM DRAIN ANO C/?AO/NC SDR-35 REMARK 8" PVC ( PORT! ON SHOWN) 8" PVC " . "AS BUILT" ~OJ~ 7/4S/4- 7 P.E 45G2q EXP. /J.·31-lh DATE REVJ.EWED BY: ~ft/. C¼· fNSPECTOR fsHml CITY OF CARLSBAD I SHEETS I l---l----+----------------l-----1--+--+----I ~ LAND DEVELOPMENT ENGINEERING 7 l----l--+-----------------11----+---l---+---l IMPROVEMENT PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE II) 8" SEWER MAIN AND 12" WATER MAIN APPROVED: GLEN K. VAN PESKI ENGINEERING MANAGER PE 41204 EXPIRES 3 31 ~nz 13 ~DIT 7108//S RDD AS-8ll/L DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: f PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: \1 CT 03-02 OlHER APPROVAL CITY APPROVAL RVWD BY: 428-9F 032672 0 :E (11 G') 0 .i::,. -t-J -...J 00 (0 'Tl WATER DATA (C-900 PVC) DELTA BRG RADIUS LENGTH REMARK N15•13'35•w 50.01' 12" C-900 DR-18 (PORTION SHOWN) N37°43' 35"W 129.75' 12" C-900 DR-18 N48.58'35"W 154.04' 12" C-900 DR-18 N37.43'35"W 65.61' 12" C-900 DR-18 N26·2s'35•w 161.10' 12" C-900 DR-18 NO OEflECllONS AT BELLS, RTllNCS OR OF THE PIPE il?LL BE ALLOWED. THE USE OF OEflECllON COUPUNCS SHALL BE REOUIREO. SCALE: 1 "=20' ---- -- -0 20 40 60 80 .. ______ ,, __ ,. ·---- - -----------·--_-·-:-·;-:-·-~ ----~--.. ~r~--~~-:~--=·-- . I . ----f . - . ---------------~---··-·---·-· ·-- --_ -' 00 .... . -r:: - 14LLA 70 1/19/2012 7I/Jl//5 HOD DATE DATE INITIAL ENGINEER OF WORK l · 1 1: 1 ·r ···· ....... l , , r·1 < • ·•.· ..• 1 ~ir~AjJt f~lSM~~t-~:Lg;g~ ~v •· ... · .. •· .. · .·.· I · J2"X1[2"XJ2' .T~E' &: T,B · •·••• • ··· --=~: :r _--. --------__ --_ ,-- ---[ ...... ·.I·· -- -r . T······-··-.. ----------... ---------- . ... ... -· . -r· r ~: ±,~··.· .f-'-1. --+c-+T--+--t--ct--+--f-'+--+--··~ STA 2+08.59 MARBRISA CIRCLE = STA 21+21.05 COLUMBUS CIRCLE AS-1?,1./tLT REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL \ DATE INITIAL CITY APPROVAL I WA!ER PRESSURE ZOVE = J75I "AS BUILT" ~()~~ ;{_ I/SC.29 EXP. 12-31-JG APPROVED~ ~ 'M.: GLEN ENGINEERING MANAGER PE 41204 EXPIRES 3 31 OWN BY: ---d<IK--- CHKD BY:(Jt.__ RVWD BY: PROJECT NO. CT 03-02 DATE TE K. V~~KI 13 DA DRAWING NO. 428-9F 032612 WATER DATA (C-900 PVC) DELTA BRG RADIUS LENGTH REMARK N82"43'35"W 52.54' 12" C-900 DR-18 N37"43'35"W 58.27' " " N15"13' 35"W 14.32' " " 4 N74"46'25"E 5.00' " " N74"46'25"E 43.96' 12" STL. 10 GA. CML&:C N60"13'35"W 10.00' " . N60" 13 '35"W 21.09' 12" C-900 DR-18 N37"43'35"W 118.01' .. " N35"21 '01"W 45.24' " " SCALE: 1 "=20' ---- -- -0 20 40 60 80 1- -_--~---=----~-.. NO OEflEC110NS AT BEi.LS, RTllNGS OR OF 11-IE PIPE MLL BE ALLO~O. 11-IE //SE OF OEflEC110N CO//PLINGS SHALL BE REO//IREO. ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~c)'.,.;?--1/19/2012 ROBERT D. DENTINO DATE RCE: 45629 EXP: 12/31 /12 --,·---- I -1' I - - -. ---. ----' "AS BUILT" IWA~ PR£SS(JR£ ZOVE = J751 ~,.2,.~ ;;/4#-,- P.E "156.2.9 EXP. 12.-3/-16 DATE SEE 0/l'G. NO. -128-9G FOR S1/RFACE IMPRO/tEMENlS, Sl/JRM DRAIN ANO GRADING REVriED BY: A! . 111,u. ... 1 t1 (2,a,. l'NSPECTOR = IAµ9/2le DATE ' --l----+----------------<----4----+----+------l I SH7EET I CITY OF CARLSBAD I SHEETS I ,-LAND DEVELOPMENT ENGINEERING 7 ;:::::::::='._--=:=::::::::::::::::::::::=::==::===:::::::::::::=:=:::::::::=----'====! 71081/5 RDO S'-BUILT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE II) 12" WATER MAIN APPROVED:~ KuL HA GLEN K. ~k.SKI ENGINEERING MANAGER PE 41204° EXPIRES 3 31 13 D TE DWN BY: MK CHKD BY:, f,b RVWD BY: ' PROJECT NO. CT 03-02 DRAWING NO. 428-9F 0326 '7 I, ..