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Home My WebLink AboutDWG 434-9; CT 03-06; BLACK RAIL 16 TABATA RESIDENTIAL SUBDIVISION; 01-06REFERENCE ORAHfNCS CITY OF CARI.SBA[) 0/IC. NO. -116--1 JJS-5 J86-2 387-1 ABBREl4A llONS AH ASSY AW BC BCC BO Bao CB Cl CL CLR OEF. CPt.G. EC ECC EC fl-I FL F.l. fS F.S. C8 CV IE .B AIAR NE NW P/l P.J PRC R/lf s SlJCO sco Sl) SE SW STA Tl)" 1B /fS CITY Of ACCESS HOLE ASSEA/81. y AIR ~ VAC/.li/AI VAL 1£ BECIN CL/RI£ BECIN COAIPOiJNIJ CL/RI£ Bt.O/KJIT BO !TOAi OF PIPE CA!r:HBASlN CIJR8 INLET tINTERUNE CLEAR lJEfZECll(K>( COIJPI.INC ENO CL/RI£ ENO COAIPOIINO CURI£ EKIS IINC CROIINO f7RE H)f)RANT FLANGE CW FLANCElJ FLOW LINE f7RE SERWCE FINISHElJ SIJRFACE CNAOE BREAK CAll: VALi£ IN/Bi'T El.EVA ll(K>( ,,(JN(:17()'1 80% AIANt/AL AIR RELEASE NCWTHEAST NCWTHl/£ST PROffRTY LINE Pt.ISi-i-CK>( nN T PCKNT OF RE/Bi'SE CL/RI£ RICHTOF WAY SI.CY'£ S/T¥?11 ORAIN CLEANOIIT SD/EN CLEANOII T S/T¥?11 ORAIN sa/!HEAST saJTHl/£ST STAll()'I llP OF PIPE THR(JST Bl.OCK WA 1ER SERWCE OCEANSIDE VIC I NI TY MAP CITY Of Vl,STA CITY Of ENCINtT AS SOURCE OF TOPOGRAPHY SITE NOT TO SCAI.E TOPOGRAPHY SHOJW CK>( THESE Pl.ANS WAS CENET?Alll) BY PH0TXRAIIIIE!RIC AIEIHOOS flilQII INFCWAIA ll(K>( CA TH£H£l) CK>( 7-26-2(}{Jf BY ANAL YllCAL PHOTl/CRAIIAIE!RIC Sl.lRl£YS; INC., ANO fROl,f f1El.0 Sl.lRl£YS BY E@Z ~ INC. fN1 U-9=ot, ff-2-1-0f ANO 12-1J-Of. llFOCHAPHY SHOJW HlliEtw ro\l""CWAIS TrJ NAlKAVAL AIAP ACCVRACY STANOAROS. PROJECT LOCA llON IHIS PRO.ECT IS LOCA ll7) /If/HIN A.S:SCS.ml'S PAfi'CEl. ~.s;J APN 215-08()-ul!J, 21 ... 28 THE CALIFIYiwiA coMoiNAtt' ;.r OF THis PRO.ECT IS.· N 33-1 E --~16'.=7.~7 ___ _ BENCH MARK DESCRIPTION: CA@ SBAD CCINIROI MCWIJMENT I :Hi BRASS DISK tN MJ I UOOIJUFNT STAMPED IS 5996 LOCA nON: MDN//WfNT / OCA TfQ AT INTFRSfCVQN Of Bl ACK RAU RD AND M4RVNG/\/ E CL RECORDED: C/TY OF CARLSBAD ORTHQPHOTO MAPPING QRAIHNG NO, 296-5 ELEVATION: 342 75 DA TUM: N 1987021 /Ul E 6YJ888 JJ6 LOT 1 LOT16 er --------1 I I I I I LOT2 -- LOT15 TYPE Afll¥A fll.!RAlKAV I I IMPROVEMENT PLANS CARLSBAD TRACT OJ-06 I I I I LOT3 I I LOT4 LOTS I I I LOT6 I I I I I I I INOEX' 1 COl£R SHEET 2 N0ll:S ~ DETAILS 3 BLACK RAIL ROAD PLAN ~ PRORLE -I ZEPH m' COIIR T Pt.AN ~ PROFILE 5 SEIIE"R Pt.AN ~ PROFlLE 6 STORAI DRAIN Pt.AN~ PROFllE LECENO PROPOSED SEIIE"R LINE -S- PROPOSE0 ACCESS HOLE 0 PROPOSED WA !ER LINE -W- PRlt"OSEO RRE H't1JRANT ------I :---LOT 18 PRlt"OSEO STORAI ORAIN ----- LOT 14 LOT13 SITE NAP SCALE.· 1 • = 50' •SHEET I I I ------ LOT 12 LOT11 TABLE 1 LOT 10 OPEN SPACE I I LECENO I I I SIJBl)IJ,fSl(K>( BOUNDARY - - - - PRCY'ERTY LINE "t RICHT OF WAY fINll"Ri.lNE EK/SllNCSEIIE"R -S- \ EK/SllNC WA !ER -W- \ EK/SllNC RECLAIAIE0 WA!ER-RW- EK!SllNC ONT ll?ENCH -USA- \ \~ \ \ SCALE: 1"=50' \ REQUIRED TREATMENT CONTROL BMP TABLE MAINTENANCE MAINTENANCE DESCRIPTION OWNERSHIP AGREEMENT SHT NO FREQUENCY STCWAIWA1ER.J50 PRECAST PRIVATE" cc~ £NCR 6 AS NEElJ£lJ PER 8'%16' STQl(Alfll. !ER AIANUFACl/JRERS W/ 12 CAR!RIOCES REQUIR£JIEN1S AVIARA BLACK RAIL 16, LLC., AND LINDQUIST DEVELOPMENT CO., INC. CONTACT: PAUL R. O'BOYLE OW 121P IE I HEREBY DECLARE THAT I AAI THE ENC/NEER OF IKRK FCW THIS PRO.ECT, THAT I HAI£ E%ERCISEO RESPCWSIBLE CHARGE 0/0? !HE OES1CN CF THE PRO.ECT AS OEFINEIJ IN SEcncw 670.J OF !HE BUSINESS ANO PROfESSlCWS aa; ANO THAT !HE OES1CN IS CCWSlS!ENT lll!H CURRENT STANOAROS. 9968 HILBERT ST., SUITE 102 SAN DIEGO, CA 92131 PHONE: (858) 653-3003 FAX: (858) 653-3001 e-rtHI I S■IWft TRANS WEST HOUSING, INC. CONTACT: PAUL R. O'BOYLE 9968 HILBERT ST., SUITE 102 SAN DIEGO, CA 92131 PHONE: (858) 653-3003 FAX: (B5B} 653-3001 I /JNOERSTAN0 !HAT !HE CHECK OF PRO.ECT IJRAIIINCS ANO SPEC/flCAll()'IS BY THE CITY OF CARlSBAiJ DOES NOT REL/El£ Al£, AS ENC/NEER OF~ OF MY RESPONSIB/t./11ES FCW PRO..CCT OES/CN. CM! At 7 WATER DISTRICT ll. /t,/oc DAl/1D A. HAUSER DATE DEPUTY CITY ENGINEER R.C.E. 33061 EXP. 6/30/06 MJRK TO BE O(JVE THE IAIPR0l£AIENT HG'i'K SHALL BE PERFCWAIEO IN A~ MITH THE FOLL0#INC OOCWENTS, CURRENT AT THE lNE OF ccwsmvcnav, AS O#IECTll} BY THE CITY ENC/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STAN0AROS THIS SET OF PLANS RESOLUllCW NO. , ___ 5718 -572-1 DA Tll} _S_{f:TEM8ER_!:.._ 20(),f 3. -1. 5 6. THE STANOARIJ SPECF/CA l!CWS Fa? Pi.8./C lftlll\rS CCWST!WICTION (CH£EN BOOK) SOILS REPC¥i'T ANO RECOAIAIENOAT!CWS BY lfN.E ~ AIIIXJlET1:Y'( 0ATll} MAY 22, ~ AS UPfJA Tll}. THE £4N 0/EC0 AREA REC/CWAL STANOARO ORAMINCS ANO AS AIAY BE AKXJlf'1ElJ BY THE CITY CF CARt.SBAiJ STANONi'OS. C(N()!llCWS OF COASTAL DEl£1.CYVNT PEWIT NO. OJ-2-1, SEPlUliJER I, .200-I, RESOL U ll(K>( NO. 5723. 7. 8 9. THE CARI.SBAiJ AIUNICIPAL lfAlFR 0/Slli'/Crs STANOAROS ANO SPECIRCAT!CWS FCW WAlFR, SE/l/£R ANO RECLAIAIEO 11H lUt. 10. STCWAIWA TER POt.Luncw /0/ICICNT!CW Pl.AN (SIIPff') PfrEPAR£0 BY FID7 f"N{ilNEIH/NG DA ll:O: 9 23 2005 1#11/D ,I. 9. 31r:.J-la='782~_ 11. CAl/FCWNIA STORAIWATFR Ct/Al/TY ASSOC/All(N (CASQ,l) Slrl'NWATER SE"ST AIANAcaENT PRACllCE, CCNSmt/CllGW HANOIJOO(,· ANO THE STATE" CF CALIF&NIA OlJ"MIIIENT CF !RANSPCWTAllCW CCWSTRUCT!CW SITE" BEST AIANACOIENT PRACTKES (BIi') -..WAL. DESCRIP new 8' C-9.00 Cl-150 WATER AIAIN RR£ HWRANT A£SlMBLY CN/IIJ Wf2 12' CAll: VALi£ CN/IIJ Wf6 8' CA Tl: VAL 1£ CN/IIJ Wf9. 6' CA Tl: VAL 1£ (INCI.UOEO IN fl-I ASSY) CN/IIJ Wf9. ENO CAP (TB REOIJIRE0) CN#O Wf9. 2• AIANUAL AIR RELEASE CN/IIJ W-6 2· BL0IKJFF Cl,//11} 116 1 • WATER SERWCE Cl,//IIJ W3 2• IRRICAll(K>( WATER SERWCE (POTAllU)CNIIIJ W-1 THRUST BLOCK Cl,//IIJ Wf5 SEIIE"R ACCESS HOLE (UNLINED) CITY S-1 8' PvC SE#ER AIAIN CITY S-5 -1• SEWER LATERAL W/CLEANOIJT CITY S-7 18' RCP (1350 0) TiPE 8-2 CURB INLET L=U' PCC CURB Ollll.ET SlJRSO 0-2• SlJRSO 0-25 -•--® ® ® • • • • ®--o--- (I)---o- ► 0 -s-~---- PCC PEOESlli'IAN RAAIP SlJRSO C-27 TiPE A SIJHSOC-2 TiPEC 5• PCC Cl/RB~ C/.JTTER ll?ENCH RESURFACING (TiPE 'A J SlJRSO C-2-1• ::::'7M'3&W38<38<~ 12• /IHI TE" LIA/IT LINE S lli'IPE PAIN Tll} "STOP' DOUBLE S!RElT NAN£ SIGN STOP SICN DEA0 ENO SlCN PCC OR/1£WA Y APRCWS CAL !RANS SllJ. Pl.AN __ _ A-2-IE CAL 1l'fANS SllJ. Pi.AN A-2-llJ SlJRSO 0S-13 CAL!RANS R1-1 I ~ ..s.. CAL!RANS Wf-1-1 ..s.. stJRso c-1m r , .. l 1 AC,!AB PAl£AIENT (.3' AC/6' CL.2 BASE AHN.} ZEPHm' COURT AC,!AB PAlfl/ENT Bt.ACK RAIL RO. (-1' AC,/W' CL.2 BASE AHN.) • £4 l#CIJ T LINE PCC CROSS Cl.lTTER SlJHSO C-12 PCC S/OEWALK SlJRSO C-7 0. G. SE/l/£R ACCESS ROAiJ (AIIN. 3• 0. G. 01£R 9.5% COAIPACTF0 NA lll£} S !REET LICH 1S SLIRl£Y I/IELL MCWI.IAIEN1S TiPE B CLEANOUT CONCRETE ENERGY 0/SSIPA f()f( 6' HOPE STORAIWA TER.360 STt¥?AIFIL !FR RIP RAP STORAIWA!FR.J50 STrJliWICATF SI.OPE ANCHORS SlJRSI) E-1, CS-21 SlJRSO Al-10 SlJRSO 0-10 SfJRSl) {)-,ff SlJRSO 0-60 8'%16' STORAIF!lTER □ SEE SHT. 3 SlJHSI) 0--IO. 11111 ,I', Ofl£RSl(N //£JR NH 1> SlJRSO S-9. + • AS MCVIFIEO BY CITY CF CARI.SBA[) STANONi'OS CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. Of F.H.(S}lF.FLOIV 1$?0 G.P.M. OUT Of ___4._F.H.(S}. BLD'.:f SPRINKLED 'r[~ .. F.FLow.15:;,Q_G.P.M. {f ; 1 ~-,iJi~l?oo(., 'AS BUil T' P.E. ___ EXP. ___ _ REVIEliED BY• 5.55 LF 3EA 2EA 2EA 3EA 1 EA 1 EA 3EA 15 EA 1 EA 2EA 6 EA 68.J LF 16 EA f-12 LF I EA 2EA 2EA f,-181 LF .JO LF 20LF 1 EA 1 EA 1 EA 1 EA !7EA 20,661 SF 1,751 SF .J9fl LF fJOl1 SF 7,-I0.5 SF 2,-1511 SF 3EA 5EA 1 EA f EA 20LF I EA 1 EA I EA 2 EA DATE INSPECTOR DATE ENGINEER OF WORK t-----+--+----------------+---t----+---t----t 7 &? 11'1.u.llalt t=t 1:B=i4 ENGINEERING LANO Pl.ANN/NC -Cl~ ENC/NEENINC -Sl.lRl£/1NC ~-IO STATE" Pl.ACE -~ CA 9.2029. (760) 7-15-8118 -FM (760) 7-15-189.0 ,,, ~0 .c/4 • <{ I Z -,1 '1'· o,:; R<i!ERT D. DENllfO RCE: 46829 EXP: 12/0& ~ D-D~ t,-:J/d'Y ~ ~ fP No. 45629 fi ,tl up. 12-.31-01 /VI\. BLACKRAIL-16 .. ASSUHf'T10N 0, RES,t)jl/S't&E Cl(rr;;. Ir HCU&I' .II.Su Hf ,(ESA>M:ttau: Cffflr.fil. fOlrlJGl6..i s_ .:.. 11.ce:.-3r~o•a:3 ~x,. !ofBOJ_l'f (NllM£) i:=~,, I,<. A t"'-., . ~=~~~'&t&n;~~I~ NQPE15' "12!'1t~~½g~ ENGIN£ER Of WORK 1---+--+-------------1----+--+--+---t ~CT~CQ~OI~==============! APPRQ.VEP __. Ad JJ.., CONRAD C. HAMMANN Jly: .p..(-1!.. ~-,..,..,. ,,,,,,., CITY ENGINEER PE 3301111 EXPIRES 6 30 08 DA 1E REVISION DESCRIPTION GENERAL NOTES I. 77i/S PLAN SUPERSEDES ALL 077i£R PLANS PREVIOUSLY APPRO/,f"O BY 71i£ CITY OF CARLSBAD REGARDING IMPRO/,f"MENTS SHOWN ON 77i/S SET OF PLANS. 2. APPROVAL OF 77i!S PLAN DOES NOT LESSEN OR WA/1,f" ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER AOO!TlONAL DOCUMENTS LISTED HEREON AS 71i£Y MAY PERTAIN TO 77i!S PROJECT. 71i£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS O!SCO/,f"R£0. J. CITY APPROVAL OF PLANS DOES NOT REL/£1,f" THE DEVELOPER OR £NCIN££R- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOl,f"REO OUR/NC CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTZ Y SUBMITTED TO 71i£ CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOUIREO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON 71i£ PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF /!,000,00000 FOR EACH OCCURRENCE OF LIABILITY. 77i£ INSURANCE COMPANY WRITING 71i£ POLICY MUST HA/,f" A RATING OF ''.4-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING CU/0£ 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA/,f" BEEN OBTAINED FROM 71i£ CITY ANO 077i£R APPROPRIATE AGENCIES. 6. REVISION OF 71i£S£ PLANS MAY 8£ REOUIREO IF 71i£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO 71i£ DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL 8£ MAO£ TO 71i£S£ PLANS WITHOUT 71i£ WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED ll?THIN 71i£ REVISION BLOCK, ON 71i£ APPROPRIATE SHEET OF 71i£ PLANS AND TITZE SHEET. 8. ORIGINAL ORA/l?NGS SHALL BECOME 71i£ PROPERTY OF 71i£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORAll?NG SHALL BE REV/SEO TO REFZECT AS-BUILT CONDITIONS BY 71i£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 71i£ WORK BY THE CITY. 10 ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION. 11. WHERE TRENCHES ARE ll?THIN CITY EASEMENTS, A SOILS REPORT COMPRISED. OF.· (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN 77i£ FIELD OF APPLIED SOILS MECHANICS. 71i£ SOILS REPORT ll?LL 8£ SUBMITTED TO 77i£ CITY ENGINEERING INSPECTOR Wl77i!N TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. 71i£ WRITTEN FIELD COMPACTION REPORT(S) SHALL 8£ IMMEDIATELY SUBMITTED TO 71i£ CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE H£!0 AT THE SIT£ PRIOR TO !HE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTlNC ANO ALL O!HER ASPECTS OF !HE WORK. !HE CONTRACTOR SHALL SCHEDULE !HE MEETING BY CALLING (760) 438-3891 AT LEAST Fl/,£"(5) WORKING OAY.5' PRIOR TO STARTING CONSTRUCTION. APPROVED ORA ll?NCS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. IJ. ALL INSPECTION REOUESTS OTHER !HAN FOR PRECONSTRUCTION MEETING /l?LL BE MAO£ BY CALLING !HE ENGINEERING 24-HOUR INSPECTION REOUEST LINE AT (760) 438-3891. INSPECTION REOUESTS MUST BE RECEl/,f"O PRIOR TO 2.·00 P.M. ON !HE OAY BEFORE THE INSPECTION IS NE'ElJEO. INSPECTIONS ll?LL BE MAO£ 71i£ NEXT WORKDAY UNLESS YOU REOUEST O!HERll?S£ REOUESTS MAO£ AFTER 2.· 00 P.M. /l?LL 8£ SCHEDULED FOR TWO FULL WORK DA r'.5' LATER. 14. !HE OWNER ANO/OR APPLICANT 77iROUCH 71i£ DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE' FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEAL77i STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOll?NG THE DESIGN OF SHORING, BRACING SLOPE OR O!HER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR lRENCHES OR OUR/NG 71i£ PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fl/,£" FEET (5) OR MORE IN DEPTH AND APPRO/,f"D BY !HE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 77i£ SHORING Sr'.5'TEM STANDARD<; ESTAB!t,HFD BY THE CQN:LTRUCTl{)N 5:,4ff[Y QR()FRS, TITIF 8 CALIFORNIA AOMINISTRA TIVE COO£ 77i£ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CON!RACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA 170N. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ll?THIN ANY WORK ZONE OUR/NG CONSTRUCTION, OPFRA170N<; WIii l£4S"F IMMFDIATFI Y AND THE PERM/TT££ ll?LL NOTIFY THE CITY ENGINEER. OPERATIONS /l?LL NOT RESTART UNTIL THE PERMITTEE HAS RECEl/,f"O WRITTEN AU77iORITY FROM THE CITY ENGINEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONS/RUCTION EOUIPMENT ANO ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7.·00 A.M. ANO SUNSET EACH DAY, MONDAY !HRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) /8. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO !HE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA r'.5' PRIOR TO BEGINNING OF WORK. !HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT S!REETS AS A RESULT OF 77i£ GRADING OPERATION. 19. NO BLASTING SHALL 8£ COMMENCED ll?THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. 71i£ £)(!STENC£ ANO LOCATION OF UTILITY STRUCTIJRES ANO FACILITIES SHOWN ON THE CONS/RUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO 77i£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOU/REO TO TAKE OU£ PRECAUTIONARY MEASURES TO PROTECT THE U17Ll17£S SHOWN ON THE PLANS ANO ANY OTHER £)(!S17NG FACILITIES OR STRUCTURES NOT SHOWN. 21. !HE CONTRACTOR SHALL /,f"R/FY THE LOCATION OF ALL £)(!STING FACILITIES ( ABOVEGROUND ANO UNDERGROUND) ll?THIN THE PROJECT SITE SUFFIC/ENTZ Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACT/JAL LOCATIONS ARE IN CONFZ!CT 111TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTlNG CONSTRUC'r!ON NEAR 77iEIR FACILITIES ANO SHALL COORDINATE WORK 111TH A COMPANY REPRESENTATl/.'E. UNDERGROUND SER/4CE ALERT (800)422-4/JJ SOC&£ (800)660-7343 SBC (800)892-0!23 ADELPHIA CABLE COMMUNICA110NS (760)4.J8-774! COX COMMUNICA110NS (760)806-9809 CITY OF CARLSBAO(S!REETS ANO STORM DRAIN) (760)4.J4-2980 'CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER) (760)138-2722 'SAN 0/EGU/TO WATFR DIS!RICT (760)633-2650 "t.EUCAO/A WASTEWATER 0/S!RICT (760)753-0!55 'VALLEC/TOS WATER 0/S!RICT (760)711-0460 'OLI/IENHAIN WATER 0/S!RICT (760)753-61-66 'BUENA SANITATlON 0/SlR!CT (760)726-1310 * AS APPROPRIATE STREET NOTES !. ACT/JAL STRUCTIJRAL SECTIONS /l?LL BE OETERMINEO AFTER i?' VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF !HE STATE OF CALIFORNIA, PR/NC/PALLY DO/NC BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE i?" VALUE TESTS ANO THE £NCIN££R£0 STRUCTIJRAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING OAr'.5' BEFORE 71i£ WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNOERGROUNO CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE ''.4S-BU!Lr' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" Ti'P£ J. ALL UNOERGROUNO UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO !5" PVC MAY 8£ U1/L/Z£0 PROV/0£0 DEPTH IS LESS 77iAN 15 FEET ANO BACKFILLED 11177i J/4" ROCK PER SORSO S-4 Ti'PE •r• ANO PIPE MEETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIP£ 5. WHERE AN EXISTlNG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED ll?THIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE /l?LL 8£ PLUGGED 1111H CONCRETE OR REMOVED AS APPROVED BY 71i£ CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF TITZE 24, CALIFORNIA AOMINISTRA TIVE COO£ 7 STREET TREES SHALL 8£ INSTALLED PER SECTION IV O.J OF THE CITY OF CARLSBAD LANO.SCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN !HE S!REET ll?!HIN !HE LIMITS OF WORK OF THIS PLAN PER SORS owe M/9. 9. ALL SURl,f"Y MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ REESTABLISHED, PERPETUA TEO, ANO OOCUMENTEO PER THE PROFESSIONAL LANO SURVEYORS ACT. !O. TWO (2) SETS OF SURVEY (cul) SHEETS SHALL 8£ PR0/40£0 TO THE CITY ENGINEERING INSPECTOR. SE/YER NOTES !. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 11177i 71i£ CITY OF CARLSBAD ENGINEERING STANDARDS DA TEO JUN£ JO, 2004 ANO THE STANDARD SPEC/FICA710NS FOR PUBLIC WORKS CONSTRUC1/0N, LATEST £011/0N (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN £XCAVA110N PERMIT FROM THE DIVISION OF !NOUS/RIAL SAFETY BEFORE ANY EXCA VA 1/0N ANO SHALL ADHERE TO ALL PROl4S!ONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTlON TO THE 0/S!R!Cr'S EXISTING Sr'.5'TEM, A PERMIT SHALL 8£ OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENC/NEER ANO SUPERINTENDENT. 4. BEFORE CONS1RUC110N BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REOUIREO. 5. THE CONTRACTOR SHALL N01/FY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760} 138-389!) !YATER NOTES !. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Wl!H !HE '<'.'!TY OF CARLSBAD ENGINEERING STANOARos· VOLUME 2 & J, OA TEO JUNE JO, 2004, OR THE LA TEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN £XCAVA110N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 1/0N ANO SHALL PROVIDE PROOF OF OSHA N01/FICATION AND SHALL ADHERE TO ALL PROVISIONS OF TH£ STATE CONSTRUCTlON SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL /,f"S ON £)(!S17NC C.M. W.O. LINES, A PERMIT SHALL 8£ OBT.4/NEO FROM THE C.M.W.O. OFRCE ANO MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERIN TENO.ENT. 4. A PRECONS!RUCTION CONFERENCE M££11NG SHALL 8£ HELD A MINIMUM OF 7 DAYS BEFORE CONS1RUC1/0N BEGINS. THE CON!RACTOR SHALL NOTIFY !HE CITY OF CARLSBAD ENGINEERING INSP£C1/0N 1-8 HOURS PRIOR TO BEGINNING OF CONS!RUCTlON, TELEPHONE N0.(760) 1J8-J89! FOR SCHEDULING. 5. NO TREES OR STRUCTIJRES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXIST/NC !REES ANO S!RUCTIJRES SHALL 8£ REMOl,f"O '-PRIOR TO COMMENCEMENT OF WORK -ANY £XC£P110NS SHALL REQUIRE WRITTEN PERMISSION FROM 77i£ 0/S!RICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF 71i£ FIRE LINE LOCATED BETWEEN !HE DETECTOR CHECK VALVE ANO BUILDING SHALL BE OETERMINEO BY 71i£ CITY OF CARLSBAD FIRE MARSHAL 7. ALL RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE CONS!RUCTEO IN ACCORDANCE 11177i THE CITY OF CARLSBAD ENGINEERING STANDARDS DA TEO JUNE JO, 2004, OR AS AMENDED 8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL 8£ PROTECTED BY MEANS OF CATHODIC PROTEC110N. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES !HAT PROTEC110N CAN 8£ PERFORMED IN AN071i£R MANNER, !HE DISTRICT ENC/NEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. CMJYIJ CONSTRUCTION NOTES !. ALL POTABLE WATER SERVICES SHALL BE!" ANO ALL POTABLE WATER METERS SHALL BE 5/8' (UNLESS 071i£RWIS£ NOTED ON PLANS). 2. ALL WATER METER BOXES SHALL BE 17xJOx!2' POL/YER CONCRETE AS MANUFACTIJREO BY ARMORCAST OF EOUAL J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE /0 FEET. 4. THE TOP OF WATER METER BOXES SHALL 8£ FZUSH 111TH THE FINISHED SURFACE GRAD£ 5. NO OEfZECTIONS AT BELLS, FIT71NGS OR OF !HE PIPE ll?LL 8£ ALLOWED. THE US£ OF 0£FZ£C110N COUPLINGS SHALL BE REOUIREO. ENGINEER OF WORK t=t '<b'=i 4 ENGINEERING LANO PLANNING -CIVIL ENGINEERING -SURVE!1NG 410 STA TE PLACE -ESCONDIDO, CA 92029 (760) 74!;;J:!!8 _;; FAX (760) 71-5-1890 ~C::,Ve,£ -/L-l'f-<>~ ROBERT D. DENTINO RCE: 45629 EXP:12/06 DATE • r 56' ROW !O' !8' !8' £ /0' - .3" AC OVER 6" V CLASS 2 BASE MIN. >--------------------------, £ ~ TYPE "G-2" CURB CS< / PCC SIDEWALK PER 5 , 2 , J' & GUTTER 7 , 2 J' /$' SDRSD G-7 12" MIN~ V 00-<.. "' WATER METER 2% I V 2% ,r'.' -,rF>· __ ~=-=:_=_=_=_f+ ___ =f_=-:::-,::C:·Fl·~=~=:: _ _=-/~.jg~---. '°> f: i ------< 0 •~ TYPE "G-2" CURB '--' & GUTTER JOINT TRENCH UTILITIES WATER SERVICE-~ (TYPICAL) SEWER LATERAL (TYPICAL) WATER MAIN SEWER MAIN NEW CREST i7EP#Ylf COUR,r -TYPICAL SEC T!ON TRAFFIC INDEX = 4. 5 DESIGN SPEED = 25 MPH NOT TO SCALE AN EASEMENT FOR ROADWAY PURPOSES ANO RICH T-OF-WA Y FOR INS TALLA 170N OF PUBLIC AN EASEMENT FOR PUBLIC U11Ll71£5, INGRESS !960 AS FILE NO. ! 74500 OF OfflC/AL RECORDS. ANO EGRESS, GRANTED TO SAN DIEGO GAS ANO ELEC!R/C COMPANY PER DOC. RECORDED ,JUN£ 24, - !965 AS FILE NO. /130!8 OF OfflC/AL RECORDS. U11L/11£S ANO PIPELINES, GRANTED TO FRANKi~ A rRES AND SON PER DOC. RECORDED AUGUST 26, 60' ROW 1--------..:,,._---------------+-- !2' ....--~~--~ SAIICUTL/NE! !O' °" !O' 1-0' 20' 20' I - 11' 6 7' I/ NEW PCC SIDEWALK '-'---~-~-t----"---t"--r~--1 PER SDRSO G-7 EXISTlNI A/C , '-'°> PA/,f"MENT & :-/SE~ SAIICUT ANO REPLACE 5.5' , , In·.'' cj7 e,'0' '\~c-,,_ £)(!S17i PA l,f"MENT I I/ I/ ~~)---cJ:F = = = -= 2: = = = -,;~ = = = 3!;\~~·t· ~2.j:f§(JL-----<: '°> 'kj ;Xl_f11N~ Ti'PE C ----,._j ~X/ST. A/C SWALE~ -~---~r---------.._ ~< NEW 6' PCC TYPE 'C-2 CURB _J TO BE REMO/,f"O -I ------.._______ "G-2' CURB & ANO GUTTER GUTTER £)(!S11NG 12• 0 l__; JOINT U17LITY PVC WATER i !RENCH £)(!S11NG 8"___/ £)(!S11NC !8' 1" A/COVER 6" CLASS PVC SEHER 0./.P. WATER 2 BASE MIN. ~-£)(!S11NG!8'0.!.P. RECLA/MEO WATER BLACK RAIL ROAD -TYPICAL SECTION TRAFFIC INDEX = 6.0 NOT TO SCALE DESIGN SPEED = 25 MPH t,;"~ BUILT" 4/11(1? RCE 31.,083 E~o/13 DATE ' i RE ~~WIP-r, ~Y:'\ ,( ) ~ V0 0\ "'. " iNSPECTOR ~ CITY OF CARLSBAD I SHE6ETS I t----t----+----------------t-------t---J---+------t l__l_j ENGINEERING DEPARTMENT t----+------1-----------------+---+------jt-------j---j DATE INITIAL ENGINEER OF WORK /1\ REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVA IMPROVEMENT PLANS FOR: BLACK RAIL-16 CT 03-06 APPROVED/l / ~ CONRAD C. HAMMAN~ 1J1 = ,y._._,.r ~ ,v,,,e,(; CITY ENGINEER PE 33069 EXPIRES 6/30/08 DATE I DRAWING NO. _ 434-9 ---- NO [I] NO CD CD CD (4) ---. I I I I TC GR DE ___ 0-c-}OcPf-lREO jebEl,'II-MS~fll--i\'i~R-f--tr++++++++--Jl---j---j---j---==t=f-f~=i:ti--t--t--t--t-f-f-f~ 0 2· A N /I -11-- ------=f---k-:+--+--+--+-----t-t-+-+----t--+--+-----tt-t-tj-t---i----t-----J T P pF XIST NG 18' EXIST. GATE VALVES A JUST TO_ NEW GR,'J)E en J6i-OO I = C: J w':::E+---·. v--,v"--w' n, // -----{-///_~~-~ ---- \ \ \ 0 -LL \ _!fl-----□ -- w' - (i) -,~ u (~) CENTERLINE DATA DELTA BRG RADIUS LENGTH w' ( REMARK N01'27'46"W 500.00' STA 31+00 TO STA 36+00 CURB DATA DELTA BRG RADIUS LENGTH REMARK N01 "27' 46"W 160.96' 6" TYPE 'G' C & G D.= 85'29'08" 30.00' 44.76' 6" TYPE 'G' C & G I';= 94°30'52" 30.00' 49.49' 6" TYPE 'G' C & G N01 '27' 46"W 131.00' 6" TYPE 'G' C & G §XI T. 8" P C T. S~WE M Jf,i-p R +++++++=+++-+-::!--+-+-+-flW(:+--1~~0-- 1 EXIST. POWER POLE TO BE REMOVED. REMOVE EXIST. WATER METER. OVERHEAD LINES TO BE UNDERGROUNDED. SAWCUT & REMOVE EXIST. A/C SWALE. REPLACE WITH NEW A/C AND BASE ( 4" A/COVER 6" CLASS 2 BASE MIN.) OVERLAY/ GRIND EXIST. A/C AS NEEDED TO PROVIDE SMOOTH TRANSITION TO EXISTING A/C t=t m =f ~ ENGINEERING LAND PLANNING -CIVIL ENGINEER/NG -SURVEr!NG 440 STATE PLACE -ESCCWD/DO, CA 92029 --SCALE: 1'' =20' (760) 745-8!!8 -FAX (760) 745-1890 ---0 20 40 AN EASEMENT FOR ROADWAY PURPOSES AND RIGHT-OF-WAY FOR INSTALLATION OF PUBLIC UTILITIES AND PIPELINES, GRANTED TO FRANK AYRES AND SON PER DOC. RECORDED AUGUST 26, 1960 AS FILE NO. 174500 OF OFFICIAL RECORDS. 60 80 ENGINEEF;)J! WS,RK: ~c-?e.::;z:;::: -□ATE: /2--J>'-0 " ~~;;:-D. DENTINO RCE 45629 EXP. 12-31-06 -L_ I I ' --/-- --- -1- 31 STA 31+55.80 20' RT L,V4=,, 11. 19CJ' l-+-+--+-+-f-t-+-+--+--+zay/4.Vli 1- //4; · /L/,::f ·-L)(4 1--t--+--+--+-----i~-~-~-- 4.7< ,_l~~~l-f-- 2-"'Ji':/-' 9)--;:: j:.j 1-+--+---+---+-f~ ~-IS. - ~1 ,--,---,---,----,---,i--(.;l I--+--+--+--+--~ ~ LOIY R,OIN[ --------TA I 0f-fo. J;9 -- T~=J 72. 79 gl,--'3.0()% gl,,--f 9f% -+-t-+-+---+--f----+g2=-1 .-92% 92-£.-94/%--+--+-+--+-I ------\-r-r-t---1 s¢uTH c REiruRN I '1£1'(1~ cot/RT(_ 70,~CKiiAlf., ROAIJ 1-t-t-+-+-+--~-f(.E:: 1(Q'(IZCWT.41.-1 F20 f--+--+-+-+-+- .cHllCAI. I i=-1 f--+--1 1-t-t-t-t-t-ll.;;· ='1Lt~4\;l.;i-l-:!,LAq,4!:;;i'~L),/4'.'.:'.4+-".:j1+:if!:2LAq¥~-----t1111-1 ~ ~ I•-+-~~~ II I .I'. _'< (it ~ ----~ ----~ -cs-~~---+--J-r-t--1 U---+---+-111-+--11 -t\i -~ ~II --+-->-t-+-- r-,_ ~ ~ ~~~ --'<:-+'-+-+-+--+-I <ti k ~ >~ -·f---f------i---J---t--11 ttj c;;j,-+-----+--+--f-t-- ·f--t-1 BEGIN PCC CURB & GUTTER & SIDEWALK. MEET & MATCH EXIST. Pl ELfE-VfJ7,2.0:0 fl trArOfJli 12' (TC=367.03) 1-,-,-,--,--f17-zl·49~'-+--+--+--1r4LE\'=~71. J g +--+--+--+--+--ii __ 2_--,2, J,2 !{ 1 =-r5.:J2Jf-+-+-+--+--+--f-ll g2=-3:00 I I --w'--w'·--~-/ w'- RCE ?,i,;083 INSPECTOR EXP. tc,/?Jo/18 DATE I EYATE 1----+--+------------t-----t--------t-----t---i I SH3EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT ~='-==========="-"=====: DATE NITIA ENGINEER OF WORK 1 REVISION DESCRIPTION DATE NITIA DATE NITIAL OTHER APPROVAL CITY APPROVA IMPROVEMENT PLANS FOR: BLACK RAIL ROAD APPROVED/\ J ,/ If¥: ()A./~ CITY ENGINEER PE 33069 OWN BY: CHKD BY: __ _ RVWD BY: CONRAD C. HAMMANN ;,fr, I t./lt. (; ' EXPIRES 6 30 08 DATE DRAWING NO. 434-9 NO (J) (D NO [I] [I] w [I] rn i-------t--t----t--t--t-----t---t----i-------t--c-----t--r--:;J:. 1- I J;J < 'll .LO :4c I ~-----t-~P'.,j"-~~:"'r-----t-+-+---+=±:-±-=1=1=cc:±-=±:--tr-+---i----, CURB DATA CURB DATA NO DEL TA/BRG RADIUS LENGTH REMARK NO DEL TA/BRG RADIUS LENGTH REMARK >-,,,,,,-+---~--+----+----+-------t---,,,,,,-+---~--+----+----+----G) t,-85"29'08" 30.00' 44.76' 6" TYPE 'G' C&G @ N70"25'35"W 57.16' 6" TYPE 'G' C&G (I) N86'56'54"W 115.59' 6" TYPE 'G' C&G @ @ t,-01'54'32" 518.00' 17.26' 6" TYPE 'G' C&G @ 100.00' ------'< ~ ~ ~ ~1-:-vf/-+--+-_;!~~H--+-+.~:-ft<"i:+--+--+--+--+-+-+-+-+---f.::iCT-+-+--+t--+~!!:) t-t-t-t-t-t-t-t-t-t-t-Ft-t-==-:t:-_t-_--t--t--t--t--t--t--t--t---ttT1~,~ '"'-~,1,,~C~.~.E'~+~OIR.t':146~1--ft++++++++++++-I ---~ -,t 11 , .,, 1,-~ 'i? ---· /.., .i. ~-.,..1~ ~ ~ iir11HHH11111---t---t---t---t---t=-t---1--c:::t_=t---t---t---t---t---it=+=+=+=+=+=+=+=++++::+1-11111-1 G) N85'02'22"W 163.45' 6" TYPE 'G' C&G @ @ t,-01'54'32" 482.00' 16.06' 6" TYPE 'G' C&G @ @ N86'56'54"W 78.37' 6" TYPE 'G' C&G @ t,,-16"31 '19" N86'56'54"W ~ 01 ·54' 32" N85"02'22"W ~ 01'54'32" N86"56'54"W ~ 94'30'52" 518.00' 28.84' 78.12' 17.26' 6" TYPE 'G' C&G 6" TYPE 'G' C&G 6" TYPE 'G' C&G 163.45' 6" TYPE 'G' C&G 16.06' 6" TYPE 'G' C&G 108.01' 6" TYPE 'G' C&G 49.49' 6" TYPE 'G' C&G C --~ "' --..:: ~ ~II:> :t Ii • _:.....i--- 3l G A[E Ji '- -.... .:!; I I::! ~ ... --f-----+---'-+--+---+---+~f-----+-+--+--+--'-i-t-+-+-+-+--+-f--P''--d------t--c ',, I ' ) ..::tr I' f-¥---+-,+-+~;.V-=--t--\"+-t --f---,}~-'-.....__ ' I \ ! E IS . 1 5" )IP R CL IM D I '"\ 11 r\ If'\ • 'U 1- p 10 -:i -ON ,T uqno --, - T J \ ERl"Y TO Or f11PE .U II JN. -~ _XI T. 18' DI' A"=R MAN. 'OlfHO E PRI lR T" CC NS RU 'Tl lN OiVE IF~ T P JF PIFE ILE ATON p Tf Ot~i:::as IN(-\,' It . T C )N TR C 101 . I OTI Y EN 0 v vR L NY Cl NF IC S. 1c IN ER I I 1 ◄ lO ! ~~ R ~-A1~vd i ~ 0 ~ I-0 ~ ~~v W O<N I-lO I-...J I <1 fJg,<C 3:lO o ~z ol""1 z~<C >1""1 <( W.....J ~;' ~ ~t~ i'!,"r I~ ~tn : 2' llO ~~ ~,"' I c1·g ".-1 1~E-: i'§ Xo._ r-') p~I:, ~t3~~ ~~ :"~ '~ 1I; i' l~~g~ f-z: 0:-l ~~::J, ~~ ~,(~~1 1,~ II/5:;!r---...J~l::j LOTl':1-. ~ I OOf- ,1.w ~ 1,1,1,'[ ~~~~;oi~g,~ o,f-~~: I ,rj . ...J '.µ 0 ~I~ ~ jJ~ I c '~ 0:tt f-~~t,jw...J ,.-, -..l .-co.-~ 1_f ~ Ce vV i:s ~,~;;;~1 t,,,1 .-,_.,cri.-CO ~ ~ ~:r-< ~ ~-. - .,....-, < AA'"-'<~2t. 4/_J!! ~ ei,1\ st+J-6 -"I Vlst0 + ~~ ~-~ 1u.. u.. L;~:g; ' Wt--:!-'o ~(' ~ Q ; 0 ~ ~ E~ ~\ I ',,, -~o _,-,,,,,-i ~, ,:' (_) 0::::s:~ o z>::F8 i"'{t. ' • •~:~LOT2 <( ; ( ii ~ fa :!;, :r .. ·y, C,;\ (,. _J _J vi "'z ;'j fi,!!f ,, I : ,' · 1 ' ~ / 'vr) r?\5 ) ~ -f;.I,) ,.'c? ' ,/ , -,:J) , ('/'IJ CO -~ i== OC)~ ··y•p: · !, l \ / I -i[j, <( vi I""-•··' -. , -, ., , , ' ,, • } , ,. X -\'Bl ,, , ·I'.""-' / ' '', ' '' , .,. -,, ,W htJ . ; ~. ' -/ . I ~I\ ,:; I < I 1 T SEWER DATA DELTA BRG RADIUS LENGTH* REMARK N86"56'54"W 93.37' 8" PVC SDR 35 N85"02'22"W 180.11' 8" PVC SDR 35 N86"56'54"W 197.60' 8" PVC SDR 35 * LENGTH IS TO CENTER OF ACCESS HOLE CENTERLINE DATA DELTA/BRG RADIUS LENGTH REMARK N86"56'54"W 161.95' " " -- ~ 01 ·54' 32" 500.00' 16.66' " .. N85"02'22"W 163.45' " " -- " .. 0:-l ' ···:.:.:-:.-Ac·.-.:.,::- "' 1--"' a,: .,-; "' 0 + 00 "' "' r---f--"' 0 <D 0 + 00 "I N -<D + N I 0:-l WATER DATA (C-900) DEL TA BRG RADIUS LENGTH REMARK N88'32'14"E 32.91' 8" PVC CL-150 ~ 04 ·30• 52" 500.00' 39.39' 8" PVC CL-150 N86'56'54"W 101.64' 8" PVC CL-150 t,,-01 ·54' 32" 489.00' 16.29' 8" PVC CL-150 N85'02'22"W 163.45' 8" PVC CL-150 ~ 01"54'32" 511.00' 17.03' 8" PVC CL-150 N86"56'54"W 184.79' 8" PVC CL-150 '=l:(.J =I~ ENGINEERING - - i 42') 'N M . fi "' ,,_ NE N CRlt'.S"T --- • ii? • • C O IRT P O•I E HQlaZ ... ,,.. -'" 1"•2CII" -·· c-1·-4' 1--...J 00 -<D oj ~ " . + -"' :::; 0 0 w 1-- ZOT J LOT 14 00 1-- (J) ...J oi • 0 O + a:i ,,., "' "' 1-<D a,: oi • "' 0 + . "' ~ - r---1-..,. "' cri • ,,., 0 + . t<) ~ '° "' a:i I') + I') 1- ...J 00 "' 1-st ...J ,,; -00 0 + . ,,., ~ LOT4 \ <( 1--1-a,: V) 3" OJ '-. - 0 "' N c.o I.() -"' ...J + '-.,,., 0 4 '/ LOT IJ N 1- IO 0,: (,i • 0) 0 + . ,,., ~ WATER NOTE: ALL DEFLECTIONS SHALL BE ACCOMPLISHED BY USE OF DEFLECTION COLLARS OR COUPLINGS. SPECIFICALLY DESIGNED FOR USE WITH PVC C900 PIPE AND THE DEFLECTIONS AS INSTALLED SHALL NOT EXCEED MANUFACTURERS WRITTEN RECOMMENDATIONS. STORM NO DELTA/BRG 0 N35'10'47"E a,µ i I (;bl DRAIN RADIUS -- ' 1-...J DATA (1350D) LENGTH REMARK 24.38' 18" RCP SCALE: 1"=20' F WORK: ,7e:....,-rL'.'.?O~ DATE: !2--/'l-o.: f,,= 01 ·54' 32" 500,00' 16.66' LANO PLANNING -CIVIL ENGINEERING -SURVEYING 440 STATE PLACE -ESCON0/00, CA 92029 - -----------ROBERT D. DENTINO RCE 45629 EXP. 12-31-06 N86"56'54"W 172. 72' " .. --0 20 40 60 80 (760) 745-8/18 -FAX (760) 745-1890 '-I I/ (j) t, 16"31'20" 1 DO.OD' 28.84' 6" TYPE 'G' C&G @ @ N76"31 '46"E 56.90' 6" TYPE 'G' C&G @ ® ~ 213"02'40" 40.00' 148.73' 6" TYPE 'G' C&G @ I ---+--> Pl !Z ~ • ~7., If ... ~--<a~ I ! i .,...._ I- . ·--... -i--- 1 I 482.00' 30.00' ~ ~ 43 52 11 R t.l U 1,AI • '-...... ... .... r' f-- 34 0 /, f -:'! N ,,-:'v--I \ I f-t-+-+-+--+--+-+-+--+-----t-!-t-+-+--+,_f-t-'~~-+-+-IP-+--+--'~-,,«\tt. ----l-t-+-+-+-+--lf-'-----l\,_-cf-7\+--+_1.,~~~~'l,1t:---t,,J-11111 N <D ": "' CXl • "' I') + "' st I') II II 0~ w 1-...J 00 3" I') '-. "l 0 "' 00 (() + -st LOT6 "' l-o ...J .,,: . "' 0 + a:i "' "' RCE 30b83 INSPECTOR LOT 17 OPEN SPACE DATE ' DATE l---+-------,f--------------+----+---+---+-----1 I sH4EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARlMENT ~=:::'...'.:::==========:::'...'.:::=~ IMPROVEMENT PLANS FOR: BLACKRAIL-1 6 530'13 --r-- 1 g_z ~ . t----+-~-+----t-~----t--1-- .. i-- PROPOSED 32' PUBLIC STORM DRAIN EASEMENT PER THE FINAL MAP. LOT8 SEE SHEET 6 FOR STORM DRAIN SYSTEM LOT 7 I I I I / . h,---ff/ I ·- I ' I '-.. ./ -y ~"' ,,,··•' '\<Ji , =,;ffi =f !I ENGINEERING LANO PLANNING -CIWL ENGINEERING -SUR/ifl1NG 110 STATE PLACE -ESCON0/00, CA 92029 (760) 715-8/18 -FAX (760) 715-1890 LOT!~ OPEN -~ SPACE' ROPOSED 20' PUBLIC STORM DRAIN EASEMENT PER THE FINAL MAP. - - ----------+---f-1--+--+-+--+--+--+ --,1--t-+-+-+--+--+--+-+--+--m~l--t-+-+-+--+----I " 8p LOT 17 OPEN SPACE -------------+--+--+--+--+--f l--- 1 I -~ SUBDIVISION BOUNDARY LOT 10 ' SCALE: 1 "=20' --- -~ ✓ ,(-:), ·----·-- ACCESS GATE PER THE LANDSCAPE PLANS FOR THIS PROJECT LOT 9 STA 2+13.58 AH#2 SEWER DATA NO DELTA BRG RADIUS LENGTH* REMARK N46°09'48"W 98.36' 8" PVC SDR 35 N24°39'01"W 113.58' • LENGTH IS TO CENTER OF ACCESS HOLE ENGINEER OF WORK: / CONSTRUCT 14' WIDE D.G. ACCESS ROAD. MIN. 3" D.G. OVER 95% COMPACTED NATIVE. ' ~- ., ~~ PROPOSED 20' PUBLIC SEWER EASEMENT PER THE FINAL MAP. ~ ----- / / / / / / •. / ,a,S -/0. EXIST. BROW DITCH EXIST. 20' PUBLIC SEWER EASEMENT PER MAP 14102 EXIST. 8" PVC SEWER MAIN PER DWG. NO. 386-2 STA 1+00 AH#1 REMOVE EXIST. END CAP. BEGIN 8" PVC SEWER MAIN. SUBDIVISION BOUNDARY - -- - ~-/4~~ DATE: /2. -l'f-ot: <as~~--D~TINO RCE 45629 EXP. 12-31-06 [l 40 6[! 8[! = -I • /1\ DATE NIT I Al ENGINEER OF WORK REVISION DESCRIPTION ll-• 0. '8 I' I -------------1---1--+-+--+--+--+--+---+---+--+----l-l--+-+--+--+--+--+---+---l i "~ BUILT" 4:. /4~r;-4{J~lr7 RCE ?,G,o B:'> EXP.\' !30/19. DATE :&:icB(: D Gi~ 5/3/1, INSPECTOR r ~ATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: BLACKRAIL-16 A~~O~ED ...Q,_/ ~ CONRAD C. HAMMANN I z.J lt.!_t:,, ; j C !TY ENG I NEER PE 33069 EXPIRES 6/30/08 DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE NIT I Al DATE NITIAL CHKD BY: CT 03-06 OTHER APPROVAL C !TY APPROVAL RVWD BY: 434-9 C 01 ::e 0 G) -.,::,. a> w t ----------1-+--t-- 5 f-+-+-+--+--+-+--+--+----1-t--+-+--t -------- I I I I I I I I I I I I I I I I I I I I I I I I I ,_ --------- LOT 7 ;1j t ~::~, ::·. ·~,. ' , ''', 20' PUBLIC STORMORAIN EAS/,/ENT PER !HE RNAL MAP ST,4 1-1-51.08 CONS!RUCT- SLOPE ANCHOR PER SORSO S-9 J2' PUBLIC STORMORAIN EAS/,/ENT PER THE RNAL MAP LOT 8 STA lf-78.83 PUBLIC TYPE B CLEANO/JT PER SORSO 0-10. RIM=J56. 19 c,l") ---· 11 · ·. · .--.:-, , '£ s' <· ---.•-~~• · _-·•·• · r:::~r~~ ,-,,,,,,,-,,-v,,, --0 PRECAS ,,,,,,,,, ..••. -SJ'(IIJ'Mfl{: · . . · · ::~::·: --. Jfiff.b~ _-__ ·_:-:-. . .. -------L-_j_-i-_j_---+---l---l---l------l----1-1--l--_j_+-+--+---l--+-+--+---l-t--t----1 I \ f-----l----f-\_e--l---l---,4-----1---+-- \ PRIVATE BROIi' 0/TCH PER SORSO 0-75 &: Oll'C 4J4-9A \\ '-1 AIA(Q\l'l'/'~l?-1----ft--l S9 I --- -------t--+-+--+--+--+---+---t----t-----1 LOT 18 \ ,,_✓--~-/ / ....... 1 / I OPEN SPACE I I / 90"BENO IE=J47.22 I PUBLIC 4' x /0' TYPE 2, ENERCY 0/SS/PATOR PER SORSO 0-40. ,fJ BACK/NC. T=0.8' Ot,ER J/18' CRA ill RL 1ER BLANKET PUBLIC 0-41 MOOIREO ENERGY 0/SS!PATOR PER SORSO. USE H FOR A JO" PIPE TO HOLO BACK SLOPE BEHINO 0/SS!PATOR. STA 1+25.54 CONSTRUCT SLOPE ANCHOR PER SORSO S-9 SUB0/11S/ON .. ,,,,,: }if 3B:T '";f,1 I BO/JNOARY r~-P'--i-~r-+------t_!___ST,4 2f-2f.19 ) . '. :-. ----:.::·_,\_,:·-.'-.. ·. ',,, /',, \ ::_: .: LOT JO ' ', ' ' ' LOT 9 ,=t m =f .. ENGINEERING LANO PLANNING -CIVIL ENC/NEER/NC -SURt,E!1NC 440 STATE PLACE -ESCON0/00, CA 92029 (780) 745-8!!8 -FAX (780) 745-1890 0 cO TOP SLOP. \ ~ SCALE• 1"=20' 40 60 80 I PR/VA 1E STORMWA 1ERJ80 4'¢ STORMCA 1E 0/t,ERS/ON MJR MH. 7-----TEMPORARY HABITAT PR01EC710N FENCE PER 11NCENT SCHEIDT BIOLOGICAL REPORT TO BE STAKEO IN THE RELO BY A CITY APPROt,EO B!OlOC!ST ANO B!OlOCIST SHALL t,ER/FY IN iff?l 71NC !HAT THE HABITAT PR01EC710N FENCE HAS BEEN APPROPRIA 1l1 Y PLACEO ANO AOEWA1ELY fVNC710NINC OUR/NC SITE CRAO/NC. ENGINEER F WORK: fl'.-.-.e~""'.PV~-DATE: l'--l'f-oG ROBERT 0. DENTINO RCE 45629 EXP. 12--31-06 I - - -----,-------- ! ,:, I AllERNAlt PIPt l.OCA--;-ION (TYPJ ~ r--- 1 ---------------,. ·r:,. ~ BAI_LA'.:!T COUPLING GYP) (BY CON I f<AC l"Ok) INLET PIPE OUfLt:r llt't: INLE:T BAY •;~ ~.,-.,,•:~·~•· '-, .. _' -·~•r;•: ~--~-,~-•~ ""·''·.·~ ·. _··-:1·~-~'•~· ~I'--gi;Lt:l . ~~==1---~1--- bAY ► 8' x 16' STORMFIL TER -PLAN VIEW G) 30 0 f-KA!vlt: A~ID COVER (TYP) t'LOW Sc-'KlA.ULK (TYPJ I fERM/\NENT f'COL ENERGY 01~;.~JIPATOK BAFFLl'. WALL (lfP) LADDER 5TORMFILH'R CAI-ZfRllJC~ ( I ·n'J GRADE RJrJC (fYP) 1 ~ . ,, ' ~ H---,n,~ • UNDEROMIN MANIFOLD 8' x 16' STORMFILTER -SECTION VIEW CD PUBLIC STORM DRAIN NO DELTA/BRG w w w w w 0 jAFfLf WALL N46'24'26"E N05'53'40"E N84'53'46"W N05'06'14"E N62°51'56"W N35'10'47"E RADIUS LENGTH --76.63' --13.00' --9.42' --31. 70' --6.85' --24.38' 30" 0 fRA1Jf A.NJ COVER (lYf) DATA REMARK 18" RCP 6" HOPE 18" RCP 18" RCP 6" HOPE 18" RCP TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE tlfDe. THE STORM ORAIN SYSTEM SHOIYN HERE IS PUBLIC. , OF !HE MEO/A RL !ER AT lff!H THE EXCEP710N STA 710N 2f-Of. /8, THE MH AT STA710N 2f-2l THE 8" HOPE PIPES HH, MAINTAINED BY THE Hi ENCROACHMENT ACRE, STORMCA1E 0/t,ERS/ON 11£/R .!9 BY STORM WA 1ER 380 ANO 1/CH HfLL BE PR/VA 1l1 Y OA FOR THIS SUB0//.1S/ON. SEE TMENT PR 08-122 /1\ DATE NIT IA ENGINEER OF WORK DESCRIPTION QUANTITY STORMWATER360 PRECAST 8'X16' STORM FILTER W / 12 1 EA. CARTRIDGES (MEDIA FILTRATION) DATE NITIAI DATE NITIAL REVISION DESCRIPTION OTHER APPROVAL C !TY APPROVAi ff BUILT" t(tt/{7 ~c3-~ &fio01,, DATE REV0,EWED BY:0 ~ x-Cffl-l1 'f/1 ,. \ !;/,,/r1 INSPECTOR I DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT- PUBLIC STORM DRAIN PLANS FOR: BLACKRAIL-16 CT 03-06 APPRO~ED {L/ ~ CONRAD C. HAMMANN 1z,!_1(/ot «'I' ( EXP IRES 6 / 30 / 08 C !TY ENG I NEER PE 33069 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT 03-06 434-9 RVWD BY: