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HomeMy WebLinkAboutDWG 450-6; SDP 06-04; ROBERTSON RANCH EAST VILLAGE PA 15; 01-06GENERAL NOTES 1. THIS PLAN Sl/PERSENS ALL OTHt:R PLANS PRD10USI. Y APPROl/£0 BY TH£ CITY OF CARLSBAD RECARDING IMPROVE:MENTS SHOHN ON THIS S£T OF PLANS. 2. APPROVAL OF THIS PLAN {)()€5 NOT LESSEN OR WAIi/£ ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOI.Ul/ON OF CONDITIONAL APPROVAL. CITY STANOAROS OR OTHt:R AODITIONAL OOCUl.fENTS LISlEJJ HEREON AS THEY MAY PERTAIN TO 7HIS PRMCT. THE EN(;INIIR IN RESPONSIBLE CHARGE SHALL RE',1S£ TH£S£ PLANS WHEN NON-CONFORMANCE IS DISCOVE:RE!J. .I CITY APPROVAL OF PLANS 00£S NOT R£L/£V£ THE D£V£l/FER OR ENC/M;£R- OF-WORK FROJI RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS [)/SCOVE:REO OUR/NG CONSTRUCTION. ALL PLAN RE'i4SIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY EN(;INEER FOR APPROVAL. ,I. A RlilHT-OF-WAY PERMIT FRO/I TH£ CITY ENGINIIR llfLl BE REQIJ!REO FOR ANY llfJRK IN TH£ PU8UC RlilHT OF WAY. PRIOR TO PERIJIT ISSUANCE, A CER l/FICA TE OF INSURANCE MUST BE F/1£0 NAMING TH£ CITY OF CARLSBAD AS AN AOO/l/ONAl INSURE!) ON TH£ PERM!T!E£'s POI.ICY IN TH£ MIN/MUii AMOUNT OF lt,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COI.IPANY Jiff/TING TH£ POI.ICY MUST HA V£ A RA TING OF ':4' OR BETTER ANO A SIZE CA TECORY OF Cl.ASS V OR BETTER AS ESTABLISHED BY "BESTS" K£Y RA TING CU/[)£ 5. NO WORK SHALL BE COMIIENCEO UNTIL All PERMITS HA V£ BEEN OBTAINED FROM TH£ CITY ANO OTHt:R APPROPRIATE AGENCIES. 6. RE',ISION OF l/1£5£ PLANS MAY BE REQIJIRED IF THE PROPOS£0 IMPROV£AIENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOUNE OA TE OF TH£ IMPROV£il£NT AGREEMENT. 7. NO RE',ISIONS IHl..l 8£ MAD£ TO THESE PLANS IHTHO/JT TH£ Hff/TTEN APPROVAL OF TH£ CITY ENC/M;£R, NOTEO JlfTHIN TH£ RE',ISION BLOCK. ON TH£ APPROPRIATE SHEET OF THE PLANS ANO Tl Tl.£ SHEET. 8. ORl(;INAl ORAllfNGS SHALL BEC0!.1£ THE PROPERTY OF THE CITY UPON BONG SICNEO BY TH£ CITY ENGINEER. !I. TH£ OR/CINA£ ORAJ/fNG SHALL BE RE',1S£!) TO REF/£CT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. 10. ACCESS FOR FIRE ANO OTHt:R EI.IERCENCY VE:HICLES SHALL BE MAINTAINEO TO TH£ PRO,ECT SITE AT All TIMES OUR/NG CONSTRUCTION. If. WHERE TRENCHES ARE JlfTHIN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO OF: (A} SUI.IAIARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVE:S, SHALL BE Sl/81.1/TlEO BY A PROFESSIONAL ENl,{NEER OF THE STA TE OF CALIFORNIA. PRINCIPAL£ Y DOING BUSINESS IN TH£ FIElJJ OF APPLIE/J SOILS MECHANICS. THE SOILS REPORT IHl..l 8£ SUBM/TlEO TO THE CITY fN(;INEERING INSPECTOR JlfTHIN !II() WORKING OA Y.S' OF COMPLETION OF FIEW TESTS. TH£ llf?ITTEN Fl£LO COMPACTION REPORT(S} SHALL BE 11.1!.IE/)(AllJ.Y SUBI.IIT1ElJ TO TH£ CITY EN(;INEERING INSPECTOR UPON COMPLETION OF THE F/£l0 TESTS. 12. A PRECONS!RUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SI/All BE ATTENDED BY All REPRESENTATIVE:S RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SIJP(Rl1SIQN. TESTING ANO All OTHER ASPECTS Of !Hf WORK TH£ CONTRACTOR SHALL SCHEOULE THE AIEfl/NG BY CAWNG THE INSPECTION LINE AT {760} -138-3891 AT LEAST Fll/£(5) WORKING OAY.S' PRIOR TO STARTING CONSTRUCTION. APPROl/£0 ORAllfNCS MUST BE AVA/LAM PRIOR TO SCHEO/JUNG. I.I All INSPECTION REQUESTS OTHt:R THAN FOR THE PRECONSTRUCTION !.IEETING IHI.L BE MAD£ BY CAWNG THE ENGINEERING 24-HOUR INSPECTION REr•11-ST LINE AT 17601 t -3891 /M =CT/ON = ""1ES « J.IUST = RECE/1£0 PRIOR TO 2.·00 Pl.I. ON TH£ OAY BEFORE THE INSPECTION IS NE£[)Ef), INSPECTIONS IHl.l BE MAOE TH£ NEXT WORK OAY UNLESS YOU REQIJEST OlHERllfSE. REQUESTS AIAOE AFTER 2.·00 PM. llfLl BE SCHEOUlE/J FOR !II() FIJLL WORK OAY.S' LATER. /,I. THE OWNER ANO/OR APPLICANT THROU/lH TH£ D£1/£l.OPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY D£w:ES, INCLUDING SHORING, ANO SHALL 8£ SOI.El Y RESPONSIBLE FOR CONFORMING TO All l OCAL. STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAH5 ANO RECl/LATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBM!mNG A DETAIL PLAN TO TH£ CITY £N(;INEE/? ANO/OR CONCERNED AGENCY SHOMNG THE DESIGN OF SHORING, BRACING SI.OPE OR OTHER PROVISIONS TO BE MADE OF JIORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SL/CH TRENCH OR TRENCHES OR OUR/NG TH£ PIP£ /NSTALlA TION THt:RETN. 7HIS PLAN MUST BE PREPARED FOR ALL lRENCHES FIi/£ FEET (SJ OR MORE IN DEPTH ANO APPROl/£0 BY THE CITY EN(;INEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FR{)l,I THE SHORING SY.S'TEM STANDARDS ESTABLISHE/J BY THE CONSTRUCTION SAFETY ORDERS. TlnE 8 CALIFORNIA AOMIN/SlRATl'vf CODE, TH£ ~AN SHALL 8£ PREPARED er A REG/STEREO ENGINEER AT THE CON!RACTOR's EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOI.XICAl RESOURCES ARE DISCOVE:REO IHTHIN ANY JHJRK ZONE OUR/NG CONSlRl/Cl/ON, OPERA l/ONS llfll CEASE I1.1!.IEO!A TEl Y. ANO THE PERAIITTFI IHl..l NOTIFY TH£ CITY EN(;INIIR. OPERATIONS llfll NOT RESTART UNTIL THE PERMIT!ET HAS RECE/1/£.0 llf?ITTEN AUTHORITY FROM TH£ CITY ENGINEER TO 00 sa 11. All OPERATIONS CONDUCTED ON THE SITE OR AOJACENT THt:RETO, INCI.UO/NG WARMING UP, REPAIR, ARRIVAL. !JEPARTIJRE OR OPERATION (F !RUCKS, EARTHMOVING EO/JIP!.IENT, CONSTRUCTION EOU!Pil£NT ANO ANY OTHt:R ASSOC/AlEJJ GI/AO/NG EOIJIPAl[NT SHALL BE LIM/ TEO TO THE PEH/00 BETUffN 7: 00 A.Al ANO SUNSET EACH DAY, I.IONl)AY THROUGH FRIDAY ANO NO EARTHMOVING OR GRADING /FERA TIONS SHALL BE CONOl/CTEl} ON HfTKENOS OR HOl/OA Y5: (A UST OF CITY HOI.IOA Y.S' IS A VA/LAM AT THE EN(;IN!IRING DEPAR ll,IENT COUNTER.) 18. All OIT-S/Tf HA/4 ROUTES SHAil BE SUBAIITTEO BY THE CONTRACTOR TO THE CITY EN(;INEER FOR APPROVAL !II() F/Jll JIORKING DA IS PRIOR TO BEGINNING OF JHJRI(. TH£ CONTRACTOR SHALL BE RESPONSIBI.E FOR ANY DEBRIS OR OAI.IAGE OCC/JRRINC ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESUl T OF TH£ GRADING OPERATION. l!J. NO BLASTING SHALL BE COMMENCED Jlf!HOUT A CITY fN(;INIIR APPROl/£0 BLASTING PROGRAM ANO BLASTING PERMIT. 2a THE EX/SlENCE ANO LOCATION OF UTILITY STRUCTIJRES ANO FACILITIES SHOHN ON THE CONSTRIJCTION PLANS HERE OBTAINED BY A SEARCH OF THE AVAILABLE RECOROS. ATTENTION IS CALLEO TO TH£ POSS/BL£ EXISTENCE OF OTHER UTILITY FACILITIES OR SlRUCTIJRES NOT SHOHN OR IN A lOCA TION DIFFERENT FROM THAT SHO/fN ON TH£ PLANS. TH£ CONTRACTOR IS REQIJIREO TO TAKE OUE PRECAUTIONARY MEASURES TO PROTECT THE IJTIUTIES SHOHN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR SlRUCllJRES NOT SHOWN. 21. TH£ CONTRACTOR SHALL VE:RIFY THE LOCATION OF All EXISTING FACILITIES (ABOVE:Cl?OUNO ANO UNDERGRO/JNO) IHTHIN THE PROECT SITE SUfflCIENllY AHEAD OF THE CONSTRUCTION TO PERMIT THE RE'.4SIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACllJAl LOCATIONS ARE IN CONFLICT Jlf!H THE PROPOSE/J WORK. 22. TH£ CONTRACTOR SI/All NOTIFY AFFECTED Ulll!TY COMPANIES (SEE BELOW} AT LEAST !II() FllLl WORl(JNG DAY.S' PRIOR TO STARTING CONSTRUCTION NEAR lHEIR FACILITIES ANO SHALL COORO/NA lE WORK llflH A COI.IPANY REPRESENTA 711/£. UNDERGROUND SERVICE ALERT SBC S{)G&f lli.1£ WARNER CABLE COMMUN/CATIONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS ANO STORM DRAIN) CITY OF CARLSBAD (SEHER, WATER .k RECYCLEJ) WATER) ©2007 O'Day Consultants, Inc. 1-800--122-4/JJ 1-800-892-0/23 (760} 480-7647 (760} -138-7741 (160} 806-9809 (760) C4-2980 (760) -138-2722 STREET NOTES IMPROVEMENT PLANS FOR 1. ACllJAl SlRUCllJRAl SECTIONS lifll BE DETERI.IINE/J AFTER "R" VALUE TESTS HA V£ BEEN CONOUCTEl} BY A PROFESSIONAL ENGINEER OF THE STA TE (F CALIFORNIA, PRINCIPAL£ Y DOING BUSINESS IN TH£ Fl£LO OF APPLIED SOIL MECHANICS, ON THE PREPARED BAS£il£NT SOIL THE "R' l,:,llUE TESTS ANO THE ENGINIIREO SlRUCllJRAL SECTION MUST BE SUBAI/TTEO TO THE ENC/NEERING INSPECTOR FOR REVIEW ANO APPROVAL A AIINIJ.IU/1 OF !II() (2) CITY JHJRKING OA Y.S' BEFORE TH£ WORI( BEGINS. 2. STREET LlilHTS SHALL BE INSTALLE/J AS SHOHN ON !HES£ PLANS. UNDERGROUND CONDUIT RUNS, SER',?CE POINTS ANO HANO-HOI.ES SI/All 8£ SHOHN ON TH£ "AS-BU/Lr PLANS. NO DIRECT BUR/Al STREET LlilHT FOUNDATIONS llfll BE AllOHEO. All lUAIINAIRES SHALL 8£ ·cur OFF" TYPE .I All UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALlEO PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. -I. STORM ORAIN PIPE SHALL BE RDNFORCEO CONCRETE PIPE llflH A MINIMUM 0-LOAO OF f,J5a FOR PR/VA TE STORM DRAIN PIPES, UP TO 15' pi,c AIAY BE UTILIZED PROV/OE!} DEPTH IS LESS THAN 15 FEET ANO BACKFILLED Jlf!H J/-1" ROCK PER SORS{) S--1 TYPE •c• ANO PIPE I.IE£TS ASll,I STANDARD 3034 FOR SOR 35 SOI.ID WALL PIPE. 5. llflERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL BE REJ.101/£0 liflHIN THF:NTY FEET OF BU/l[)/NG OR STREET AREAS ANO REPLACED Jlf!H PROPERl Y COI.IPAClEO SOILS. IN OTHER AREAS TH£ PIPE lifll BE PLUGGED llflH CONCRETE OR REMOl/£0 AS APPROl/£0 BY THE CITY ENGINEER. 6. llflEEl.CHAIR RAAIPS SHALL BE INSTALLE/J PER REOUIREil£NTS OF Till.£ 2-1, CALIFORNIA AOAIIN/SlRA Tl'£ CODE. 1. STREIT !RIIS SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE SlREET lif7HJN THE LIii/TS OF WORK OF THIS PLAN PER S{)RSO Dll'G Ml!/. !I. All SURVE:Y I.IONUl.fENTS ANO POINTS THAT ARE DISTIJRBE/J BY THIS WORK SHALL BE REESTABl/SHEO, PERPEllJA TEO, ANO OOCIJ!.IENTEO PER THE PROFESSIONAL LANO SURVE:YORS ACT. 10. !II() (2) SETS OF SURVE:Y (cul) SHEETS SHALL BE PROV/OED TO THE CITY £NG/NEERING INSPECTOR. SEWER NOTES 1. SEHER MAIN ANO APPURTENANCES SHALL 8£ CONSTRUCTED ANO TESlEJJ IN ACCORDANCE Jlf!H THE 'CARLSBAD EN(;IM;£R/NG STANOAROS' (LA TEST EDITION}. VOLUME 1 -GENERAL ENG/N/;£R/NG STANDARDS, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEHER LINES ANO APPURTENANCES, ANO VOI.Ui.1£ J -STANOARO ORAllfNGS ANO NOTES, ANO THE STANDARD SPECIFICATIONS FOR PL/Bl/C WORKS CONSTRUCTION LATEST E/JITION (GREEN BOOK). 2. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVA 710N PERMIT FROI.I THE 0/VISION OF INOi/SlR/Al SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO All PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. .I BEFORE ANY CONNECTION TO THE CITY'S EXISTING SY.S'TEAI, A WA !ER/SEHER CONNECTION PERMIT SHALL BE OBTAINE!) FROM TH£ CITY. IT MUST BE SIGNED ANO APPROl/£0 BY THE CITY'S ENGINEER ANO TH£ PLIBLIC WORKS MAINTENANCE ANO OPERATIONS SUPERINTENOENl -1. BEFORE CONSTRUCTION BE(;INS IN ANY PUBLIC RlilHT-OF-WA Y, A CITY RIGHT-OF-WAY PERMIT SHALL BE REOU!RE/J. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD EN(;INEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRIJCTION. (lELEPHONE Na {760} 438-3891) WATER NOTES 1. WATER ANO RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSlRUClEO IN ACCORDANCE llflH THE 'CITY OF CARLSBAD EN(;IM;£RING STANDARDS' (LA TEST E/JITION} VOI.U!.IES 2 .k .I 2. TH£ CONTRACTOR SHAil OBTAIN AN EXCAVATION PERMIT FROM TH£ DIVISION OF INOUSlR/Al SAFETY ANO PRO',IDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVA l/ON ANO SHALL ADHERE TO All PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. .I BEFORE ANY CONNECTION OR SHUT DOHN OF VALl/£.S ON EXISTING CAI.WO. LINES, A PERMIT SHAil 8£ OBTAINED FROM THE CAI. WO. OFFICE ANO MUST BE SIGNED ANO APPROl/£0 BY THE CITY OF CARlSBAO's DEPUTY CITY ENGINEER ANO THE UTILITY OPERATIONS PUBLIC WORKS MANAGER. -1. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A AIIN/AIUIJ OF SEVE:N OAY.S' BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARlSBAO ENC/M;£R/NG INSPECTION DEPARll,lfNT-(TELEPHONE Na {760} 438-3891} FOR SCHEDULING. 5. TH£ CONTRACTOR SI/All NOTIFY TH£ CITY OF CARLSBAD EN(;INEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PRO',IDEO. TELEPHONE Na (160) 438-3891. 6. NO !REES OR SlRUCllJRES SHALL BE AllOllfl) IN THE WATER LINE EAS£il£NT. All fX/Sl/NG lRE£S ANO STR/JCTIJRES SHA/1 Bf RfMO'ffO PRIOR TO COl.lil£NCEl.fENT OF IHJRK -ANY EXCEPTIONS SHALL REQIJIRE HRITTEN PERMISSION FROM TH£ CITY OF CARLSBAD DEPUTY ENG/M;£R. 7. All BUR!Ef) COPPER PIPING ANO APPURTENANCES SI/All BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF !JEVE:l.OPER/OHNER CONDUCTS A SOILS TEST REPORT ANO OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHt:R MANNER, THE DEPUTY ENGINEER JlfLl CONSIDER AN ALTERNATIVE: FORM OF PROTECTION. 8. THE EXACT HORIZONTAL ANO VE:RTICAl Al/GNil£NT ANO TYPE OF AIAlER/AlS OF TH£ FIRE LINE LOCA TE1} BETIIEEN THE DETECTOR CHECK VAL V£ ANO BUll[)/NG SHALL 8£ OETERAIINEO BY THE CITY OF CARLSBAD FIRE MARSHAL 9. All POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE I • ANO All METERS SHALL BE 5/8' (UNLESS OTHERWISE NOlEJJ ON PLANS}. 10. All WATER METER BOXES SHALL BE 17" x JO" x 12• POI.IYER CONCRETE AS I.IANUF.4CllJRED BY ARI.IORCAST OR EQIJAl. I I. MIN/MUii SPACING 8£TWE£N POTABI.£ WAlER LAlERALS ANO SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER 1.1£7ER BOXES SHALL BE FLUSH WITH THE FINISHE/J SURF.4CE CRAOE. I.I CONSTRUCTION OF WATER I.IA/NS ANO RECYCLE!) WATER AIAINS SHALL ADHERE TO THE 'CRITERIA FOR THE SEPARATION OF WATER AIAINS ANO S4NITARY SEWERS' PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF H£4llH SERVICES. ROBERTSON RANCH EAST VILLAGE PLANNING AREA 15 GLEN RIDGE DECI.ARA llON OF RESPONSIBLE CHARGE I HEREBY NCI.ARE THAT I AM THE EN(;INEER OF UVRK FOR THIS PROECT, THAT I HA V£ EXERCISE/J RESPONSIM CHARGE OVE:R THE DESIGN ON THE PROECT AS DEFINE!) IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT TH£ DESIGN IS CONSISTENT liflH CURRENT STANDARDS. I UNDERSTANO THAT THE CHECK OF PROECT MAMNGS ANO SPECIF/CATIONS or TH£ CITY OF CARLSBAD 00£S NOT REL/EV£ I.IE, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PRO,ECT DESIGN. O):)A Y CONSUL TAN TS, INC 2710 LOKER A VE:NUE ucsr; STE 100 CARLSBAD, CALIFORNIA 92010-6609 (160} 931-7700 1/~ .1uv DATE: e/i,/a-r NIC/10/£ A. FINE R.CE Na 70035 EXP. 9/J0/08 INDEX OF SHEETS SH/IT NO. 1 2 J ,f.-5 6 lJESCRIPTION Till.£ SHEET INDEX MAP STREIT SECTIONS .k DETA/l.S WATER PLANS SEHER PLANS REFERENCE DRAWINGS Dll'G. 390-9A CAlA !/£RA HILLS PHASE U GRAIJING PLANS Oll'G. 390-9 COl.lECE BLVD. .k CANNON RO. IAIPROl/£1.!ENT PLANS Dll'G. 433-6 ROBERTSON RANCH EAST VILLAGE IJ.IPROVDIENT PLANS Dll'G. ,f.JJ-6A ROBERTSON RANCH EAST VILLAGE GRADING PLANS Dll'G. 450-6A ROBERTSON RANCH EAST VILLAGE PA 15 GRAOING PLANS BASIS OF BEARINGS THE B4SIS OF BEARING FOR THESE II.IPROl/£./JENT PLANS IS THE EASTER£ Y LINE OF R.as. 17111 I.E so4·13'22"w. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOHN ON !HES£ PLANS WAS CENERA lE1J BY AERIAL SURVE:Y IN MAY 12, 2005 Br SAN-LO AERIAL S/JRl/£!'5: TOPOGRAPHY .k EXISTING UT/UT/ES ON COLLEGE Bl V/J ANO CANNON RO. VE:RIFIEO 8 Y FIELD SURVE:Y.S' CONOUC TEO 8 Y ODAY CONSUL TAN TS FEBRUARY 24 2005, MARCIi 1st 4th, 10th, 14th, 16th, 2005. EXISTING CONDITIONS SHOHN AT THE SITE IS MASS GRADING PER CITY OF CARLSBAO ORAMNG -IJJ-6A. PROJECT LOCA llON ASSESSOR's PARCEL Na POR. OF 168-050-47 CALIFORNIA COOROINA TE INDEX OF THIS PROECT IS N 358 E 1677 LEGAL DESCRIPllON LOT 1 OF MAP /5608 , CARLSBAD TRACT Na 02-16. ROBERTSON RANCH EAST f;flLAGl; IN THE CITY OF CARLSBAD, COUNTY OF SAN DIECO • STA TE OF CALIFORNIA, FILED IN THE OFFICE OF TH£ COUNTY RECORDER OF SAN /Jl{:§0,.,Cf//./Nl:Y,. -.}'cfT. 1B 12.007 AS INSTRUMENT NO. ioo/-LJbl"LHC, (F OFFICIAL RECOROS. NOT TO SCALE SITE : CITY OF '.4STA ROAo\r\7 CITY OF ENCINITAS -.:--- VICINITY MAP NO SCALE CARLSBAD MUNlylPAL WATER DISTRICT {)_ j ,4/ '1/7/D 7 DAVID A. HAUSER DATE DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 3/31 /08 WORK TO 8£ DON£ THE IMPR01£1.1£NT WORK SHALL 8£ PERFORI.IE!) IN ACCORDANCE HflH THE FOl.lOMNG OOCIJMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTEO BY TH£ CITY EN(;INEER. 1. CARLSBAD AIUN/CIPAl COOE. 2. CITY OF CARlSBAO EN(;INEER/NG STANDARDS. .I THIS S£T OF PLANS. ,I. PLANNING COMMISSIONS RESOI.UTION Nr, 62-1.I 5. TH£ STANDARD SPECIF/CATIONS FOR PUBLIC WORK CONSTRUCTION {GREEN BOOK) 6. UPDATE!) CEO-TECHNICAL EVALUATION OF THE ROBERTSON RANCH EAST V/LlAGE OEV£l./Fil£NT BY CEOSOILS, INC OA TEO JANUARY 15, 2007. 7. TH£ SAN DIEGO AREA RE(;IONAl STANOARO ORA llfNGS ANO AS I.IA Y BE I.IOIJIFIEO BY TH£ CITY OF CARLSBAD STANDARDS. 8. TH£ CARLSBAD MUNICIPAL WATER DIS!RIC(S STANDARDS ANO SPEC/FICA TIONS FOR WA lER, S£Ht:R, ANO RECI.AII.IEO WA i<R. !I. STORM WATER POl.lUTION PREVE:NTION PLAN (SI/PPP) PREPARE!) BY OVAY CONS/JLTANTS, INC DA TE1} FEBRUARY f, 2001, IK)f0 Na 937CJ44221. 10. STORM WATER AIANAGEI.IENT PLAN (SWIIP) PREPARED BY OVAY CONS/JLTANTS OATEO: FEBRUARY 2, 2007 If. EN'.4RONAIENTAl APPROVAL OOCU!.IENTS EIR OJ-OJ !)ATEl}: NOV 14, 2006. CITY COUNCIL RESOI.Ul/ON 2006-32,f.. 12. THE CALIFORNIA STORM WATER QIJAl/TY ASSOCIATION (CASOUA}. STORM WATER BEST MANAGEAIENT PRACTICE, CONSTRIJCTION HANDBOOK ANO STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BAIP) MANUAL. LEGEND NOTE: 0/JANTll/ES SHOWN HEREON ARE FOR BONDING PURPOSES ONl Y. ACTl/Al OUANTITIES I.IAY VARY. DESCRIPTION DWG. NO. SYMBOL SUBDMSION BOUNDARY LINE. • . . • • • • • . • . . . . . • . . • . . • • • • • • PROPOSED R 0. W. LINE. • • • • • . . • • . . . • . . • • . • • • • • • • • • • • ------ 8' P.V.C SEWER. ••...•••••••••.••.. CITY S-5 .•••••••• ---S---- SEWER ACCESSHOLE. • . . • • • • • . . . • • . • . • CITY S-f • . • • . • • • --5--()---- EXIST. SEWER .k ACCESSHOLE. • • • . • • . • • • • • • • • • • . • • • . . . • • --S--0--- - 8" PVC WATER AIAIN ...•.•...•..•••••• C.M.WO. W-2. . . . • • • --W-- - EXIST. WATER AIAIN. • . • • • • • • • • . . . • • • • . • • • • • • • • • • • • • --w---· e• CATE VALi/£.. • • • • • . • • • • • • • • • • . . . C.M.WD. W-16. 8' ENO CAP ASSD.IBLY W/ THRUST 81.0CK ••..•• CM.WO. W-15. 6' FIRE HYDRANT ASSEMBLY ••••••....•••• CAI.W.0. W-12. . -----0--- . --W--31 QUANTITY 482 lF ,f. EA 842 lF 2' WATER SERVICE W/2' REO/JCE/J PRESSURE •••• -C.M.WO. W-20 .k W-4• • BACKFLOW PREVENTION DEVICE ~ -----<@@ 6 EA 1 EA -I EA 3 EA -1• SEWER LAlERAl •••••••.•.•••••••• CITY S-7. • • • • • • • . ------<@) 6" SEWER LATERAL .•••.•..•.•.•••••• CITY S-7. • • • • • • • • ------<@) 2• BLOW OFF ASSEMBLY. •••..•••.•••••• .CAI.WO. W-6. • • • • • • --0--W-- 2' MANUAi.. AIR RE1.£ASE (1.1.A.R.}. . • • • • • • • • • .C.AI. WO. W-6. • • • • • • -.... -JV--- 6' FIRE SERVICE WITH 6' CATE V-4£1/£ .k OOUM ••• .C.AI.WO. W-16 ct W-22 • CHECK VALVE: DETECTOR ASSD.181.Y THRUST BLOCK ••••••.••••••.••.•.•• C.M.WO. W-15 .k W-19 •• EXIST. GAS l!NE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXIST. ELECTRIC LINE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXIST. TELEPHONE UN£. • • • • • . • . • • • • • • • • • • • • • • • • • • • • • PARKING LOT LIGHT (BY OTHERS) • • • • • • • • • • • • . • . • • • • • • • • • • • QUANTITIES SHOWN SHALL BE VE:RIFIEO BY CONTRACTOR TO HIS SAT!SfilCTION ® 1!111":9 e -4, G E T n-------, 1 EA 3 EA -I EA 3 EA 3 EA 10 EA PH/OH/TY: HIGH REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE MECHANISM fREflUENCY CURB INLET .k AIP-52 BIO-CLEAN SWMP .k SI/TS 6-10 CATCH BASIN GRATED B4SKET PVT OF Oll'G -150-6A TWIC£/Y£AR fllTERS INSERTS VE:GETAT/1/£ TC-JO PVT SWAIP ct SH7S 6-10 ANNUALLY SWALES • VE:GETATIVE SWALE OF DWG 450 6A • VE:GETAll'IE SWALES ON SITE TO DRAIN PARK/NC ANO ROOF WATER. IN AODITION, A /.ARGE VE:GETAT/1/£ SWALE lOCATEl} SOUTHERLY OF CANNON ROAO IN LOT 7 OF CT 02-16 WILL BE CONSlR/JClEJJ ANO /Jlll!ZEO TO TREAT THE LOW-FLOW RUNOFF FROM THE ROBERTSON IWICH EAST VILLAGE CITY OF CARISBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.{S):!Lr~FLOW /~ G.P.M. OUT OF J,_J.H.(S). BLDG. SPRINKLED@/NO ..• F.FI.O~.P.lot. Jm.,~~-~i/o7 SHALL DA "AS BUil T" RCE 700!J5 REVIEWED BY: ~" 1Mol-isPECTOR zit ?>/01 DATE DATE f,f.. AX/Al OER.ECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A H!GH-OER.ECTION CO/JPUNG AT A PIPE JOINT I.IAY BE PERIJITTE/J BY THE INSPECTOR ON A CASE BY CASE B4SIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET}. US£ CERTAINTEED 'wMZ -IRON' H.O. FOR C900. fSFi}ITl CITY OF CARI.SHAD I SHEETS I 1---~t----+-----------------t-----+---+---+---t L_I_J ENGINEERING DEPARTMENT 6 i---~t----+-----------------1-----+---+---+----t M2[£!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VE:RTICAl SURl/£.Y CON!R(X 2710 Loker AYenue Suite 100 Carlsbad, California 92010 760-931-7700 fax: 76D-931-8680 Ci.-11 Engineering Planning Processing Surveying DESIGNED BY: NF./R.8. DRAWN BY: T.B .• R.R. PROJECT MGR.· 11.C. ENGINEER OF WORK: A. FINE DATE: J.'-N. 2007 SCALE: AS SHOWN JOB NO.: 01-1014 DATE: 'if/t,/u] RCE: 70035 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE !ffl.1. MONUMENT LOCATION: CEN TERUNE OF El CAAi/NO REAL AT EN(;INEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVE:l.S {Na COUNTY !/£RT. CONlROI. DATA} ELEVATION: 68.479 OAllJ/1: N. V.G.O. OF 1929 IMPHOVEll£NT Pl.ANS FOil: 1-----+--+----------+----+--+----+---t ROBERTSON RANCH EAST VILI.AG£ PAI!. If\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:: \011014\01Hki01.dwg .A.ii 26, 2007 8:1Bam Xrefs: 0114-kl SOP 06-04 TIT1.£ c.r. 02-18 APPROVED: DAVfJ, ~-_JA~W '.1/7/4? DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 +-w- DWN BY: , DATE INITIAL DATE INITIAL CHKD BY: R~ OTHER APPROVAL CllY APPROVAL R\MID BY: , JUZ, PROJECT NO. SOP 06-04 DRAWING NO. . 450-6 ........... , 102307 0' 10' 40' 20 80' SCALE: 1 • = 40' ©2007 O'Day Consultants, Inc. ---------------------- ------------------~ R/W N 8JV'25• W Jaoo' ' -- I I 1111/J· 1 II 11 t~ N 65"36'52 4'1.00' SUBDIVISION--__,,,. BOUNDARY CT-02-16 ~~ / ~ ~ / ~ ~ 271 0 Loker Avenue West Suite 100 Carls bod, California 92010 760-931-7700 Fax: 760-931-B6B0 I I Civil Engineering Planning Processing Surveying / lo I I 5• RR£ SERI-IC£ I I 6.RRE SERVICE 7 I I 8 ! 1 a· SEHER _I (PUBLIC) rl----41~--tt BLOG. 2 INDEX MAP SCAI.E ,. z m' I I ~- 8' Plf: WAlERIJ!E '.4 • -$£ SIECT4 R/W --PRIVA!i II" Plf: SEHER i4' $£ SIECT5 8 I I I I 1--PROPERTY UN£ DRIVEWAY ~ ~ P.,A, 21 er oe~25 ,1• SE/CR lA TERAL ~-1• WATER ~ SERVICE TO THE LEASING OFF/CE DESIGNED BY: N.F./R.8. DATE: SEPT. 2006 "AS-BUILT " BENCHMARK: DRAWN BY: T.8., R.R. SCALE: AS SHOWN PROJECT MGR.· 11.C. JOB NO.: 01-1014 DESCRIPTION: STANDARD Al-10 STREET CENTERUNE 1/~ 1M..J z./t!J[O'l IIEl.1. IION/JIJENT LOCATION: CEN TERUNE OF El CAIi/NO REAL P.E. 70D35 EXP. rLSbl/o DATE Af ENGINEER's STAlTON 454+92 PER R.S 1800-1 ENGINEER OF WORK: REVIEWED BY: 11&rMs, q, 0-M-t DATE: Blfdf NICHOLE A. FlNE RCE: 7 35 IA..l..--- RECORD FROM: COUNTY BENCH /.EIHS (NO. COUNTY IERl > 116161 CONTROi. DA TA} DATE ELEVATION: 68.479 DAT/JU: N. V.G.O. OF 1929 lNO DATE REC. I lf-25-2003 2 11-25-2003 J "I·/ 5·21)07 4 7-/B-2.007 5 "l·/B·2.067 fj "l·IR•7N'\7 7 1u·l£·lrD7 8 10 ·I 2 ·2007 9 I0·12•7M7 10 Cl-/8•2007 KEY LEGEND =50= = --w- -1 ---s-- -SD- -w- -RW- 0--• lr PR/VA TE SEICRUNE PR/VA TE STOR/1 DRAIN -SEE DUG 450-BA PR/VA TE WA TERUNE PR/VA TE RR£ H'fl)RANT EX!SlTNG SEl'ERl./NE EX!SlTNG STOR/1 DRAIN EX!SlTNG WA TERUNE EXISlTNG RECYCl.£0 WA TERUNE EX!SlTNG STREET UGHT EX!SlTNG RR£ H'fl)RANT EXISTING UTILITY DATA TABLE /,}. DESCRIPTION REFERENCE OWG./NO. I EX!Sl 16" Aml'A C900 PVC RECYCl.£0 WATERLINE C.11.W.O. ,W,f-7 2 EXISl 12• Aml'A C900 PVC WATERUNE C.11. W.D. 40-l-7 J EXIST. 8" PVC RECYCLED WA TERUNE C.11.W.D. 40-l-7 ,, EX!Sl a• Pi-C WA TERIJNE CAlAlflrA HlllS PHASE HI/IP Pi.ANS DHG 390---9 5 EXISl 48" RCP STOR/1 DRAIN CAlAlflrA HlllS PHASE HI/IP PLANS DHG 390-9 6 EXISl ,12· RCP STOR/1 DRAIN CAlA !ERA HlllS PHASE HI/IP PLANS DHG 390-9 7 EXISl 2,1· RCP STOR/1 DRAIN CAlA lllllA HfilS PHASE H I/IP PLANS DH!. 390---9 8 EX/Sl 18" RCP STOii/i DRAIN CAlAIOIA HfllS PHASE HI/IP PLANS DHG 390-9 9 EXISl 11 Pi-C SEHER UN£ CAlA IOIA HfllS PHASE H I/IP Pf.ANS DHG 390---9 10 12· p;c WA TERUNE N Cl 150 HGt. 255 CARLSBAO TRACT NO. 02-16. CITY OF CARLSBAO DUG Na -13J-6 If 84• RCP STOR/1 DRAIN CARLSBAO TRACT NO. 02-16. CITY OF CARLSBAO DUG Na 433-6 12 24• RCP STORII DRAIN CARLSBAO TRACT NO. 02-16. CITY OF CARLSBAO DUG NO. 43J-6 1J ,,. p;c N ct. 150 HG J75 RECYC/£0 WATERl/NE CARLSBAO TRACT NO. 02-16, CITY OF CARLSBAD OM. Na ,f.JJ-6 ,,, 8" PVC SEHER CARLSBAO TRACT NO. 02-16, CITY OF CARLSBAO DUG Na ,f.JJ-6 15 49· RCP STOR/1 DRAIN CARlSBAO TRACT NO. 02-16. CITY OF CARLSBAD DUG NO. -IJJ-6 16 18' RCP STOR/1 DRAIN CARLSBAO TRACT NO. 02-16, CITY OF CARLSBAO DH!. Na 43J-6 17 35· RCP STOR/1 DRAIN CARLSBAO TRACT NO. 02-16, CITY OF CARLSBAO DH!. Na 43J-6 18 2• REaA!IIEO WATER SERI-IC£ CARLSBAO TRACT NO. 02-16. CITY OF CARI.SBAO DUG Na ,IJJ-6 19 EXISl 2• !RR/GA 110N SERI-IC£ CARLSBAO TRACT Na 02-16. CITY OF CARI.SBAO DK Na ,jJJ-6 20 EXISl ,f" Pi-C SCHBO SlEEIE CAlA IOIA HfllS PHASE H I/IP PLANS DUG 390---9 21 4• PVC SCl/80 S/££1£ CARLSBAD TRACT NO. 02-16, CITY OF CARLSBAO DUG Na 4JJ-6 22 a• Pi-C /VA !£RUNE CARLSBAO TRACT NO. 02-16. CITY OF CARLSBAO DH!. NO. 43J-6 EASEMENT TABLE DOC. NO. BENEFICIARY NATURE OF EASEMENT DISPOSITION 2003-1414299 CITY OF CARLSBAD PUBUC STREET ,t Ul1l/TlES EASEMENT TO Rt:IIAIN 200J-f4/,f.J01 CITY OF CARLSBAD DRAINAGE EASE/JENT POR. TO BE l)IJ!Tct.AIIJEO IIAP '"''-' FOR CT 02-16 CITY OF CARLSBAD ABIJTTERS RIGHTS OF ACCESS IN ANO TO Ii/NO TRAN. WAY ,t TO Rt:IIAIN CANNON ROAO REUNl)IJISHEO IIAP Jill_8FOR CT 02-1ff CITY OF CARLSBAD STOR/1 ORAIN EASEIIENT TO REIIAIN MAP'"'-' 6rOH CT 02 16 CITY OF CARLSBAD PUBLIC ROAD AT HIND TRA/l WAY TO Rt:IIAIN MAfjjM 1 ,Of( er 02-10 CITY CT CAHLSOAO l'/JBUC ROAD AT (lit( A ',fl{//[ TO ROJAIN LU07·D,'.5BO8 ~ CITY OF CARLSBAD GENERAL Ul1l/TY EASEIIENT PROPOSED 2007 • Ob5 BDB2. CITY OF CARLSBAO WATER EASE/JENT PROPOSED 2007 • Df>S &07'f LOT 1 ,t 2 OF er 02-16 PROPOSED RECIPROCAL PR/VA TE ACCESS ,t /Jl1lJTY EASE/JENT PROPOSED MAP 1'>b01\FOR CT 02 16 CITY OF CARLSBAD PUBLIC PEDESTRIAN ACCESS EASEIIENT TO Rt:IIAIN NOTE!! C4UllON !! CONTRACTOR TO llllllFY EXACT LOCATION OF EXISTING 1/l/UlTES IN THE f1ElO PRIOR TO CONS1R/JC110N ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONll?OL ~ CITY OF CARLSBAD I SHEETS I 1----+--+-----------------ll----+----+---+---l ~ ENGINEERING DEPARTMENT 6 1----+--i-------------------+----+---+---t 1----+---+--------------1----+---+--+---t IIIPROVOtlENT Pl.ANS FOR: >-----+--t-------------lf----+---+----+------------t ROBERTSON RANCH £AST VlllA6£ PA I SOP 06-()4 C.T. 02-11 DATE INfllAL REVISION DESCRIPTION OIGINEER Of WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY,-.1,~c.f~ RVWD BY: )1 @- PROJECT NO. I DRAWING NO. SDP 06-04 _ 450-6 G: 011014 D114ki02.dwg Aug 02, 2007 8:46am Xrefll: 01147ull: 0114bmop; 0114bull; 0114bslr, 0114ki; 0114kull: D114kslle; 0114kmap; 0114kgrd 102307 5' 28' 102' ROW 18'"" 5' '--1-----~i----------------t-----------~-~~cc---i-~ 2~ 67' 5/' /RAil I I [ASOJ[NT JO' 10' 35' -45' NO 2 35' -45' JO' 6' HIGH SOUND WAil -----. SE£ WAil PLANS 1+------='------+-=---t------'-=------'"-L--j--'-'"-"l--=-- VA R ! l S ** (8'-18) BY SEPARATE f'ER!.IIT FOR DETAILS VARIES "~ &~ "(:;J-\ ~,:; ') J' 20'± I n ;,,,,--EXIST 5' HICH NOTE!/ f'ittfM[NT ~ f <,· ~VA '[5 10 75'(TYP) OVER LOTS ~-~_,/o/4-r ..23._ . VARl[S 1,2 & 5. VARIES ~ , 1 . · · '4j (J.J.=l9%) OV[R LOT 8 or CT 02-16 O 75' _ · [XIST 4" M[ANDfRINC PCC SIDEWALK W/ _[._X,_1S_,T_:6-.,"/TYPE ·c· 7' PUBLIC P[O. CURB & GUTTER FXISTING MEDIAN Cl/RB ACCESS PER MAP 15608 I EXIST 51/ 6" AC PAVEM[NT OVER AGGREGATE BAS[---~ CANNON ROAD PU8UC STA. 129+9-l.92 TO STA. 158f97.5l lRAFF1C INlJEX 2 8.5 Jg' ~ rr SOUNOWALI _-CMWO W-I2 -f.H PFR 1-_I 2% 5:1~ MEANDERING DG TRAIi ,. VA!i3/ES FOR LEFT T/JRN LANE ct NOSE FlARE AT MEDIAN "' MEAN/J£RINC /).(;, TRAIL IS IN R.O.W. moll STA. 129+62.62 70 STA. 1J2+91.J2, mo!.I STA /J5t-J4.88 TO STA. f38+J201, ANO FRO!.I STA. 1451-04.95 TO STA. 148+2!.98 ,,., NO TRAIL EASEMENT FRO/I STA. fJO+U.39 70 STA. 1321-31.51, ANO FRO/I STA. 135+11.!9 TO STA. 131+72.JI NO SCALE 1-2' --+~------------~-t--~VA=R.='IE:=S-,; I 88' ROW IO' JO' 1~~~ JO' 4' /4' 20· 6' HIGH SOI/NO WALL SE£ WAil PLANS LANDSCAPE BUfTER VARIFS BY SEPARATE PERMIT FOR DETAILS J'l~o· 2% ~ q VARIES 4.5'-IJ.5' 5' ~~i 2 1 £X!ST 1 ~~-EXIST. /0' PUBLIC 5' LANOSCAPE BUFFFR lXISI. PCC SIDEWALK. PUBLIC PEDESTR.ffi'.4'% [AS[M[NT REC. '1.(J07 f /N 2001-6!,€1~ 7 PR 05-/07 2% ~ EKIS T 6" TYPE ·c· CURB & GUTTER PCC SIDWALK P[DESTRIAN ACC£5S EASEM[NT PFR MAP JS~O/! £XI T 4" AC PAVEMENT OVER AGGR[CAT[ OAS[ WIND TRAIL WAY PU8UC STA. 10+00 TO STA. 1.Jf09.08 TRAFFIC INlJEX • 5 NO SCALE ROW VARIES (60' -116) ENHljNC£0 PAVbl:NT ----------~ VAfr.lES TO MIN. O" UJRR TAC!" VARIFS 4.5'-7.6 5' z1 6' HIGH SOI/NO WAil SEE WALL PLANS BY SEPARATE PER!IIT I 2' Po,, f--FOR DETAILS ~~1.,,....~- ~ ... ,-x.-1s-,q ~-L4{.LL;_~,:,zizl PCC -FX!ST to' PUBLIC S/OlWAiK PlOlSIRIAN ACctSS £AS[MEN! 27'-JB' 10·-21· PFR MAP [":,608 (LOCATION VARIES) [X!ST 4" AC PAV[M[NT OV[R ACCRECAT[ BAS£ <J ~ • ~ f)I!, "-if,~t.1>11-')~ l.>;tt"" ," ,o~ ,S, 'x.c., s ~ <Ii EXISTING WIND TRAIL WAY TRAFFIC CIRCLE- PUBUC STA. 1.Jf09.08 TO STA. llf/2.91 lRAFF1C INlJEX -5 NO SCAI.E DESIGNED BY: NF./R.8. DA TE: SEPT. 2008 DRAWN BY: T.8., R.R. SCALE: AS SHOWN 60'RDW IJ' 17' 77' JJ' VARIES 10' LANDSCAPE B/JfFER 6' HIGH SOI/NO WAil SEE WAil PLANS BY SEPARATE PER/1/T FOR DETAILS 2/ 44 'I-05' 'i 75' 10·, 5' FX!ST 6" TYP£ "c" R/W 54' q R/W CURB & GU TTFR 2% --2% ~'rt i' [XIS! PCC S/O[WALK TXI>! 4" AC PAV[MfNT OVFR AGCRFCAT[ BAS£ - EXISTING WIND TRAIL WAY PUB/JC STA. flf/2.91 TO STA. 16+15.95 TRAFFIC INlJEX • 5 NO SCALE 60' ROW -[XIS! 10' PUBLIC PEDESTRIAN ACCESS [AS[MENT PER MAP (5(;05 10· 17' 17' JO' 5• TYPE 'G' CURB &-CUTTfR 4• A. C: OVER 4• APPROl4c0 BASE (MIN.} OR AS RECOMMENDED BY SOILS ENGINEER 4• P.C:C: SIDEWALi( SUMMIT TRAIL COURT {PRIVATE) lRAFF1C INlJEX 2 5.0 NO SCAI.E 73' 77' 17' 13' 10' ,~-~----~---~----~--~-----+-~~~-~~- lXISI. £XIS! -6" TYP£ "c" CURB & GU TTrR PCC SIDFWALK rx,sr 4" AC PAV[M£NT OV[R ACCR£CAT£ BAS£ - 0 AS-BUILT ,, 1/.y;lv{, :JA/',J z/la/41 10· I 10· EXISTING GLEN AVENUE PU8UC STA. 10+00 TO STA. 2.Jf/1.11 lRAFF1C INlJEX = 5 NO SCAI.E • NOTE: ROAD &-Ulll/TY !MPROVEl,fENlS CONSTRUCTED ANO SECURED f'ER CT 02-16. BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLJNE ~11 !.IONU!.IENT LANDSCAPE BUFFER J ~-EXIST 10' PUBLIC P£D[S TR/AN A CCFSS £AS[M£NT PER MAP IS (,/\8 5.0' FINISH GRADE 4 • PCC SIDEWALi( ADJACENT PARKING j 0.5' (TYP.} 12' 27' OR JO' (AT PARKING} 5• TYPE 'G' CURB WHERE SHOWN ON PLAN 12' 5.0' ~ FINISH GRADE -.Jf=t_:::i_r_==_~,1• PCC SIDEWALi( 'G' CURB &-GUTTER 1 ADJACENT REC: <--0. 5' AREA (TYP.) 4• A.C: OVER 4• APPR014cD BASE (MIN.) OR AS RECOMMENDED BY SOILS £NC/N£ER PRIVATE DRIVEWAY lRAFF1C INO£X • 5.0 NO SCALE ~ CITY OF CARLSBAD I SHEETS I 1----1----+----------------1-----<---+---+----< L__.lj ENGINEERING DEPARTMENT 6 l----t----+----------------1-----l---+---+---1 lltll'HOVF:AIF:NT PLANS FOR: t----+--t-------------,1------1----+--+---1 ROBERTSON RANCH £AST VlllA6£ PA I SbP 06-~ c.r. 02-16 £LECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8E USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL PROJECT MGR.· lol,C. JOB NO.: 01-1014 1-----------------1 P.E. 7DD3S EXP. 9/f,OljO LOCATION: DATE CENTERLINE OF £/. CAMINO REAL AT ENG/NEER's STAllON 45/+92 APPROVED: DAVID A PER R.S 1800-1 ©2007 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: A. ANE DATE: 8/t/(I] RCE: 70035 REVIEWED BY: ~,Ml"" ,J ere--: ECTOR ~bol•1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CON TRO/. DA TA) DATE ELEVATION: 68..,19 DATUM: N.V.C.O. OF 1929 DATE INITIAL ENGINEER Of WORK REVISION G: 011014 0114ki03.dwg Aug 01, 2007 11:52am Xrefs: D114ki DATE INITIAL DESCRIPTION OTHER APPROV,11. DA TE I NITl,11. CITY APPROV,11. DWN BY: CHKD BY:~l¼f'~.,,._ RVWD BY· Jt 2, PROJECT NO. SOP 06-04 DRAWING NO. 450-6 102307 ;j';<J o'O .. -9 §1 fj 9 a!'. :.:01 ~,.. ;;:~ ... ,c g~I -,c a!' 0' ~.t-JI ~ . " oO; -o -... gi:;p, "' ... ., " 9~ g' F. 9 -f 9 ~ .g @ "-) 8 -...j 0 i ~ :, Ch C: S q u, .. , ...... "' ~q F'.; -• II q q :, -Ch -q \ ,. .. 5" 0 . ~-' . ':itREGlsr,-',,_{';,, <,f'~ "!. ijz N,0~ ,o . a .0 .,.,-:!1 """ • <;/, Q < :a__, "' e,?~g ... ~ ~' ~~ ~...,'#. ..:'¾ 1'--'.'. "'J :it 11331-11 ':l'll>'> (') C ::,. "' -J • .,. ..,, IJ O -c C. " X • b ::.-Ji;,~ 0~ ~Cfl= ., ' 'r~ ~ z u:ico::i <V '\.. 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ASSY. ~ 'i-_1++-~ I iJ!. ill iP. C.11./Y.O. W-12 -\"" '---M\ \ s::, ~ <> \' \ \<z £LEV= 10.60 \ s::!'r,ii\\\\\ \ (P ~~t1\I \ \ r-' L \I · ;ii \' ~ 11 14+#1.9f ~\ ~ \'I\ \\ INSTAU: 1 ~ 2• WATER SERVICE PER W-f TO METER \..:::j\\\ 1 \ \\\ \l1 I ~ 2• METrR TO 8£ INSTALJ£0 BY C.1.1. W.O. '-+iM'\"1--,. 1 \1 \ 1 N 2· R[/)/JC[J) PRESSI/RE OACKflOW PREVENllON OE'VfCl,'.if'lii~~L:J.\I l!;; \ ' 1,1+1a . INSTALL: J" SERVICE TO Bl.fJG. J. AM) 1N1' SERvll.L._ ,-.i=;:-"""7-\' ;a: INSTAil.·\ fAi 11.25" TO LEASING OFF/CE AFTER BACKflOW PREVENTER '-= El.BOW <1'. t ~ ~I~ . 14+87.01 ~-+f-J::_iJ.l--,.;_ 1 ~:54 CO/IPLING 1 EA~ 6 OOilBL£ CHECK VALVE ASS£/.IBL ~~~~~\ (!' , 1f. \ PER C.11. w.o. W-2,Z I £A. 6' FlxPJ G. V. I ii, 1 1 ~ \ \ \ \\ 8"x8'x6' P.JxPJxFL TEE & TB. _ _, .......... I t i:i; II I 1tnWi.!'g j\ \ \ \ ; 1 1 ~ 1m~~~\\ ti'i\ \1\\ .... 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I, , ', I ! I, ilP ! I ![ : : I i : ; I ' I ' ''' ' ' '' 'I' ... I ., I •. 1, . '. I ' ',,. l' . ::'! :• i , 'ii:!! •:iii; :,:1 I " ; ' : I ; ' ' . j ' . I" J. l' ·: •!.,.I i !! :i ! 11 : ',,;' . . . ., • I ' 'I'' . . J_ I . ' : : ':I! 'i I: 'ii • I i I ' ! :: !. I ii 111: 1 :1: ·'I ,! : I' ' , " I I , ' ' Ii' ·,1•1•,: I , II : i : ' , , I,,, 1 · : , r,,; ! I! 6' Sllf? lA TERA/. -SE, SHEET6 ~ 20' WA !ER EASEMENT TO C.lrl. W.O. 10 i - - -+--+-+ 3• WA !ER SER'.-1CE TO 8UJG. J W/ 3' COWR Ell)() , ~~ 11 1 /YA 1ERUNE '11' FIREUNE I 5• PI-C C900 ct 150 W/ 3' MIN. CO'.f:R ~-=,SEE NOTE f _r_ ~--fr; n~,-- TRASH ENClOS/JRE REC. /0-~-~0~~ AS F/N Z. 0 · '5 8052. P.R. 01-23 PLAN -WATERLINE '8 1 SCALE: 1• a -l{f NOlfll ELECTRONIC OATA FIL£S AR£ FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SIJRVEY CONTROl ©2007 O'0oy Consultants, Inc. 11-ofESSIQ ,\ '1/. ,-; "' "' ---z "' "' \i NO. 70035 'iJ * EXP. 09/JO/OB J'°'11' CiV\\. OF CAI.I~ J ------. , .. --- ---CONSTRUCllON SEQUENCING NOTES FOR 8" STEEL PIPE CONNECllON: STEP NO. WORK TO BE DONE: ,. 2. l 4. 5. THE EXACT POINTS OF CONNECTION {POC) TO THE EXISTIN(l PIPE/./NES IN THIS PRO.ECT ARE /JNKNOIIN. flElJ) '.£RIFY THE LOCATIONS, PIP£ ELEVATIONS, SI. WES, 0/J TS/OE 0/Al,IETERS, PIPE CONflCIJRA TIONS, NA lER/AlS OF CONS TR/JC TION ANO AN{l/JlAR 0/FFERENCES BE/JIEEN lllE NEW PIPE ANO EXISTING PIPES PRIOR TO PIPE FABR!CA TION ANO /NSTALLA TION. AOJIJST ANO AL//;N NEW PIPE1/N£ ANO COMPONENTS AS NECESSARY TO MEET lllE flElJ) CONOITIONS ANO PROWJE All RE(}IJIREO !.IA !ER/AL LABOR ANO E(}IJIPIIENT TO MAKE THE CONNECTIONS. PRIOR TO lllE CONSTRUCTION OF ANY NEW PIP/Na THE OEl,UWER SHALL PR0'.-10£: flfOENCE TO THE DISTRICT !HAT THE FILL !.IA !ER/Al IN IIHICH lllE NEW PIPING IS TO BE LOCA TEO HAS 8EEN CO!.IPAClEJ) TO A !.I/Nl!.I/JM OF 90,f RELATIVE COMPACTION. CONTRACTOR SHALL CONSTRUCT WA TERUN£S :4' it '8' FR{)!,( Gl.£N A 1£ TO STA 16+30.36 ltfTH A TEMPORARY 8/JMPEO HEAO AT STA. l6+30.36. THIS SECTION OF PIPING SHALL BE PRESS/JRE TESTE!J, DIS/NFECTE!J, ANO BAClER/0/..0C/CAll Y TESTED IN ACCORDANCE ltfTH CITY STANOAROS. AFTER THE TESTIN(l OF THE PIP/N(l HAS BEEN ACC£PlEJ) BY CITY lllE N£W a• PIP£ SHALL BE 0£WA TEREO. COORDINATE W/ CITY ANO cur £XISTIN(l PIPE. REMO'lt a· ENOCAP, THRUST BLOCK it 2· MAR AT STA 161~2.4~. cur ANO DISPOSE OF NEW a· lDIPORARY BIJU(HEAO AT STA l6+JO.ff. DISINFECT ANO INSTALL !HE NEW a• STEEL PIP£ ctOS/JRE PIECES ANO BUTT STRAPS. CI/T CLOSURE PIECES TO FIT lllE INSTALLA l/ON ANO USE BUTT STRAPS TO MAKE ctOS/JRE. AFTER !HE IIVR!( IS COMPLETE. CITY SHALL BE NOTIF/£0 S/JCH !HAT THE NEW PIPING CAN BE PRESS/JR/ZED ANO PLACED INTO SER'.-1C£ --- - -t--c-t--c-1-+-+-+--c-+-+--+--+--+--+--+-+-+-+-+--+--+-+--+--+---+- ------t-+--t--+--+--t---+---+---+---+--+----t----t-----t-----t----+----+--+-+-+-+---t--t--tr-r-t---t-+--+-+-+-+--+--+---+---+---+--+---+--+--+--+--+---+--+--+--+--+-+---+---t 10 o· 10· 40• 5• 20· so· SCALI:: 1 • = 40' WATER DATA PLAN WATERLINE 'c 1 BEARING RADIUS LENGlH REMARKS 1 N 81'39 '08 E 158.71' a' pi,c c900 N a 150 2 N 81"JJ'TJ E 12.92 • • NO'/ES: 1. flR£ UNES SHOIIN ARE FOR N£FERENCE ONLY. SE, flRE UN£ PLANS APPROl£0 BY flRE MARSHALL FOR FINAL flR£ UN£ CONflG/JRA TION. SCALE: ,. "' "°' DESIGNED BY: N.F./R.a DATE: SEPT. 2006 "AS-BUILT " 2710 Loker Avenue Weal Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 Civil Engineering Plannlng Processing Surveying DRAWN BY: T.B, R.R. SCALE: ~ SHOWN --,,1 · , ~ ~~ · •• • PROJECT MGR.· 11.C. JOB NO.: D1-1D1♦ 4 4,blt.r'., ~~~ 1----------------1 P.E. Joo?,S EXP 2/3{)ljlJ ENGINEER OF WORK: REVIEWED BY: ~~ C(,JAA..o DATE:8/i/47 N A. FINE RCE: 70035 zlz '!, /01 DATE $ho lo"\ DATE 11 BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERUNE HELL MONUMENT LOCATION: CENTENUNE OF El CAI.I/NO REAL AT ENGINEEN's STATION ~54+92 PER R.S 1800-1 16+JO.ff cur PIPE FOR BUTT STRAP INSTALlA TION HELfJ£0 srm PIPE CEMENT MORTAR COATIN(l -------r- CEIIENT MORTAR UN/NG 1~ I I J' I !{)_/#SP CVNO£Ni - I I I I I .-#--I I rt I 2• I 11,----------l L l j_ DETAIL '8' DISHED HEAD NO SCA/..£ SElll-£1,L!Pl/CAL HEAD 0.1875 !.I/N. 2' ct 150 FlAJ:tCEO 0Ul/£T ltflH 2 BLINO FlANCE BllTT STRAP Cl.OS/JRE ltflH HANOHOlE, TYP. OF 2 ,,,... -..,,.. " STA. !6+42.# WA'ffl?.UNE :4' ,,,c>,.:,- =ff+42.J5 0 57.96 R[ WNO TRAIL WAY (49.JJ lP} CONNECT a· srm WATENUN£ TO £XIS[ §" s-,m WA TERUN£ R£NO'lt /J £NOCAP it [8. it TEI.IP. 2 Ir!. A. R. INSTAil.: PR£ -FABRICA lE1) lf:RTICAL B£NO ltflll O£F i= JIV/'52' STEP f 16+JO.fl CUT PIPE TO MAKE CONNECTION SE, DETAIL AT LEFT 8' CAll.rlC STEEL WATER UNE, SE£ SIIEET ~ PROFILE SlfP 1 STA 16+~2.4'1 O£F ,t"= JIVT'52 flElJ) lf:RIFY THE LOCATION rT EXISTING 8'ENO CAP S= -r.ox 2•-0• + 1' ClF STEP I STA 1614-1. CI/T EXISTING PIPE, R£AfO',£ a' £NOCAP, [8. it 2• !.IAR ~-=---~ ---+ -----~ £X/S1JN(l 8' CAll.rlC s-,m WATER UNE TO REAIAIN STA l6+30.J6 INSTALL lDIPORARY DISHEO HEA!J, SEE 0£TAIL '8' AT LETT 2• GAP j::::--t-1'-B' 1 2' ClF 7 2• GAP J'X >>/" l(V•'''i' ~ID!",;;.:,.., S1fP I STfP I ltf TH HANO/IOI£ BUTT STRAP ctOS/JRE a· UEl.0£1) s-rm. PIPE, ltflH HANOHOLE, TYP. CAIi.ch'.; OF 2 PLAN DETAIL ~I 8" STEEL PIPE CONNECllON FOR WATERLINE ~ I SCALE: , •• 5' fsHpl CITY OF CARI.SBAD I SHEETS I 1------tr---+----------------1-------+---+------<--__, ~ ENGINEERING DEPARTMENT 6 1-------;1-----+-----------------1-----+--+----t---l IIIPROV£11£NT Pf.ANS FOR: 1-----+--+----------1------+----J--+---1 ROBERTSON RANCH EAST VILLAGE PAI c.r. 02-11 APPROVED: DAVID A DEPUlY CllY ENGINEER RECORD FROM: COUNTY BENCH LEvfl.S {Na CO/JNTY VER[ CONTRCX OATA} DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN BY: cHKo sY:~B~w~- RvwD BY: ,llJ'- PROJECT NO. SOP 06-04 DRAWING NO. 450-6 ELEVATION: 68.~79 OAT/JJI: N. V.G.0. OF 1929 ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL G: 011014 01Hki05.dwg Aug 02, 2007 B:32cm Xrehr. 0114kl; 0114kaite; 0114kutl; 0114bstr; 0114butl; 0114kpro; 0114kmap; 0114LUTL 102307 --· --------·-... 1 -- 1=+=__ ---+"-+-'--1___ ~+-'-+~+. f- ----- .... -·---------------+--+--+---J'-c . -.. - ~ ------- o' 10' 40• ---5' 20' SCAlf; 1 • = 40' a• PVC SEWEH UN£ AT 8£11 POI. YETHYLENE CASING INS/JlA TORS !'CH ADVANCE-;;,--,-_ ,.. PROD/JCTS ,t SYSTEMS INC. OH EOUAL 16" 10 GA. STEEL CASING DETAIL 1C1 -CASING DETAIL NOT TO SCALI NOTE!/ EIECTRON/C DATA RLES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR 1£/?TICAl SURl£Y CONTROl ©2007 O'Day Consultants, Inc. ------+--+ --1· _-:: .. ----. -- ;;,; -,--;----;-----,----,----,---,- 1,j ~ 10 ' I fl// I I If I I I I I I I I I I I I I I ~ I CT02-16 >l / ~~I,,\\;-~ ~f---~,. 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SEHERUNE A' WlP.OC. -SEE PlUMB/N/; 0 PLANS FOR CONTINUATION ~ WA 7EHl.lNC ~ SEE SHEET5 b;AffORM RREUNE SEE SHEET 4 0 SCHERt1IE A -[___ - GENERAL UllUTY EASEI.IENT TO THE CITY IT CARLSBAD REC. /0· /2.· f~ AS F/N zoo : SBM P.I{. 01-22 ' lUJG. 2 !---,I---, ~ ff•7~5 I~ ~-I I 8" PW: WATERl.lNC A -SEE SHECT# PLAN -SEWERLINE SCA/.£• ,. -,I()' 13+23.55 EC S£H£R REC I .V----<:!-"'..,,_,1, I I I DESIGNED BY: N.F./R.B. DATE: SEPT. 2006 "AS-BUILT H DRAWN BY: T.8 .• R.R. SCALE: AS SHOWN PROJECT MGR.· 11.C. JOB NO.: 01-1014 1--------------t P.E. 70D35 EXP. 9/5D/to ENGINEER OF WORK: 11~ a.:1-1-fu DATE: B/z/n NICHOi.£ A. FlNE RCE: 70035 REVIEWED BY: ,.,....A.- 2./t. .., ID" DATE 3/,0/1'1 DATE SEWER DAT.A BEARING RADIUS I 2 J 5 6 7 8 9 10 11 12 PL t,.=08'27'06' N 81 'J9'o8" E t,. =1JV!'.J7' N 0926'55" W N 8/'JJTJ £ N 237 7'5.J" W N 08'20"52 W N 0826~7' W N 67'38'25" £ t,. =02'49'21" N 2221'35' W N 56'56'54" £ STOR/1 DRAIN (SIZE VARIES) SEE OW/;. 450-6A 14+55.11 SEHERUNE ;.• = lo+OO 4• Sllf? LAT. TO LEASING OFFICE 200.00' 80.00' 189.00' W/ BACKFlOW PR£1£NTER LENGTH 29.50 210.77' 18.19' 90.JJ' 5168' 9.95' 10.54 2100' 49.21' 9.Jt' 25.49' 14.33' SIJMMIT TRAIL C0IJRT {PHIYATE) rF/JTIJRE 9• Pvt: SEIICR --s-~-- ~ W~F/JTIJR£ 8" PJ,C WA/ER ~ er otJ-25 ~ PA 21 ~S,> :s ~~ "" bl 'to "5 • :::I ~~~ t~~ -lij"' WAlERJJNC t" SEE SHECT 5 DESCRIPTION: LOCATION: STANDARD 11-10 STREET CENIERllNE HEil. /IONUI.IENT CENTERUNE IT B. CAIi/NO REAL AT ENGINEER'S STATION 454+ 92 PER R.S 1800-1 REMARKS 8 PVC ~ SOR-35 • • • • • • SVBUWSfM1/i1 • • IJ(XJNOARY i • 6" Pve ~ SOR 35 LA TERAl CT02-IIJ! / • • I' pi,c ~ SOR J5 LA !ERAl EXISTIN/; 4• Pve '!+Ji 8" Pvt: ~ SOR-35 • • R£ClAI/.IE1J WA T£R IT 6" Pve ~ SOR 35 LAIERAL PER D/Wl. NO IJ3-6 8" Pvt:' ~ SOR 35 I~ l 1~ I ~ r.o) I I I I I ~$1 ~ ,. . I SOUND WALL a• HOP£ I so ~::::--, £)(JST. SEHER A.H. /1 PER j \ I D!Wl. NO. 4J3-6 I I 1::-:: I;-! \/1 ' EX/SllNG 8" P ~ ! I\ SEIIFR PER ' \ 0/Wl. NO. 43J-6 • PLAN -SEWERl/NE '8' SCALE: 1• a t/lJ' 10+25.49 P. 0. C. -SEE PI.UMBIN/; PLANS FOR CONTINUATION EXISTING 24" SO TO BE R£MO'.£D PER OW/;. 450-5A 21" SO PER OW/;. 450-6A o' 10· 40' ----5' 20' BO' SCAif: 1' = 40' ~ CITY OF CARIBBAD I SHEETS I 1-----,1--+---------------1---t---t----t---t LU ENGINEERING DEPARTMENT 6 1-----,1--+---------------1---t---t----t---t IJIPROVfll!'NT Pl.ANS FOR: t---+--t-----------t-----t------i--i------i ROBERTSON RANCH EAST VlllA6£ PA I SIP 06-0# SCWC/1 Pl.ANS c.r. 02-1, APPROVED: DAVID~ h DEPUTY CITY ENGINEER PE 330B1 EXP. 6/30/08 ¾f4J" RECORD FROM: COUNTY BENCH lEVElS (NO COUNTY '.£RT. CONTROl DATA) DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ~~-PRQJECT NO. I DRAWING NO. CHKD BY: tM° C'llD 11'5-0'A ,1,::0-6 ELEVATION: 68.419 OAT/JU: N. V.G.O. IT 1929 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JIJ, ..JVr v, T Tvl G: 011014 0114ki06.dwg Aug 01, 2007 1: 01pm Xrefa: 0114ki; 0114ksite; 0114kull; 0114bslr, 01148UTI.; 0114KPRO; 0114kmap; 0114bgrd 102307