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HomeMy WebLinkAboutDWG 403-1B; 38871A; ENCINA BASIN WATER RECLAMATION PROGRAM PHASE II; 01-115:::A~P PENDL.ElOO (U.S.M.C.) ENCINITAS CARDIFF 1---1 SOLANA. BEACH n. DEL MAR 0 D !I II lolll.ES ► z C ENCINA RIVERSIDE COUNTY PROJECT LOCATION CONSTRUCTION PLANS FOR BASIN WATER RECLAMATION PROGRAM PHASE II PROJECT CWRF PIPELINE TO ''D'' TANKS REACHES 1 &. 3 (CIP 38871-A> (SWRCB PROJECT NO C-06-3903-220) tp.LS. o• ......,~ ~ 0 ... , . ESCONDIDO Sll SANTJI, YSABEL ~ 78 0 'i' AL QI/, AR _.-t---.. ~c---+,,---- [)] I fE dli l!il /-8 I- AN YSIDRO VICINITY MAP CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT RAMONA FINNILA -VICE PRESIDENT ANN J. KIJLCHIN -DIRECTOR MARK PACKARD -DIRECTOR MA TT HALL -DIRECTOR RAYMOND R. PATCHETT EXECUTIVE MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLEN PRUIM DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING WILLIAM E. PLUMMER DEPUTY CITY ENGINEER JUNE 2003 PROJECT LOCATION 1 N J NV SCAL~ LOCA T/ON MAP pKWY ALGA R 0,10 AVE DISCIPLINE DWG NO T-1 1-----+--+-----------+---+--+---+----t LLJ C~IN2?NG ~~~~AD ~ •AS-BUil T• 1---+--+----------+--~-+------'---------l IMPROVEMENT PLANS FOR: CWRF PPELINE TO •o• TANKS REACHES I 8 3 TITI.E SHEET -- l en 2 ;.:; ~ ,<{ C ~ ~ ..J ,<{ ..... C, I 0 -.a::. :: 0 u, ~ I ... m SHTNO 1 OISctPLJN£ ORAtllNG NO T-1 GENERAL 2 G-1 J G-2 4 G-J Olof£. 5 C-1 6 C-2 7 C-J 8 C-4 9 C-5 10 C-6 11 C-7 DRAWING INDEX Tln.£ DRAWING INDEX AND KEY lilAP GENERAL NOTES GENERAL NOTES AND REFERENCE DRAWINGS ------- / 12 C-8 24-• REC'fQED WATER PfPELJN£ -Pl.AN AND PROFILE 24-" RECYCL£0 WATER PIP£I.JHE -Pl.AN AND PROFILE 24-" RECYCL£0 WATER PIP£I.JHE -Pl.AN AND PROFILE 24-" RECYCL£0 WA JEil PIP£LJN£ -PLAN ANO PROFILE 24-" RECYCL£0 WA JEil PIP£LJN£ -PLAN ANO PROFILE 24-• RECYCl..£D WA IE7i' PfP£lJN£ -PLAN ANO PROFILE 24-" RECYCl..£D WA IE7i' PfP£lJN£ -Pl.AN ANO PROFILE 6" RECYCI..ED WA JEil PfPElJN£ -Pl.AN ANO PROFILE 12" RECYa..ED WATER PIP£1.JN£ -Pt.AN AND PROFILE 12" RECYa..ED WATER PfPEUNE -PLAN AND PROflL£ 4-• RECYCl..£D WAIE7i' PfP£lJN£ -PLAN AND PROFILE 4-• RECYCl..£D WA IE7i' PfPE1.JN£ -PLAN AND PROFIL£ 12• RECYCLED WA 7E1i' PIPEUNE -PLAN AND PROFILE 12" RECYCLED WA 7E1i' PIP£1JN£ -PLAN AND PROFILE 12" RECYCI..ED WA 7E1i' PIPEUN£ -PLAN AND PROFILE 12" RECYa..£D WA 7E1i' PIPEUNE -PLAN AND PROFILE 6" RECYCL£D WATER PfPEUNE -PLAN AND PROFIL£ 6" RECYCLED WATER PfP£UN£ -Pt.AN AND PROFILE B" RECYCLED WATER PIF'fiJN£ -PLAN AND PROFIL£ 4-• RECYCL£D WATER PIF'fiJN£ -PU.N AND PROFIL£ 4-• RECYCL£D WATER PIP£J..JNE -PLAN AND PROFILE 6" RECYCL£D WATER PIPELJN£ -PLAN AND PROFILE 6" RECYCL£D WATER PIP£LJN£ -PLAN AND PROFILE 6" RECYCL£D WATER PIPELJN£ -PLAN AND PROFILE M;" C-9 1:S C-9 14-C-10 15 C-11 16 C-12 17 C-1:S 1/J C-14 19 C-15 20 C-16 21 C-17 \ 22 C-1/J 2:S C-19 24 C-20 2S c-21 / 28 C-22 27 C-2:S 28 C-24 29 C-25 .JO C-26 4• AND 6" R£CYCl..£D WA JEil PIPELINE -PLAN AND PROFILE 11• R£CttUD WAIEl\' PIPELJN£ -PLAN AND fWOf1LE 4-• RECYCLED WATER PIPELJN£ -PLAN AND 1'ROF1LE. ( \ \ OM;" C-12 "----.. .J1 C-27 J2 C-2/J JJ C-29 J4-C-.JO 4-• AND 11• RECYa.ED WA IE7i' PIPE1../N£ -Pl.AN AND PROF1I..£ PASEO DEL NORTE: AC Ol.£RUY CAltllNO DEL PARQUE AC 01'E1iU Y \ " 3: q ;:; J5 C-J1 Qlof£. 0£TAILS J6 CO-t J7 CD-2 .JIJ CD-J J9 CD-4 4-0 CD-5 4t CD-6 42 CD-7 4J CD-IJ # CD-9 TRAFFIC CONTROL 45 TC-Ot 46 TC-02 47 TC-OJ 4B TC-04 49 TC-05 5() Tr:-06 51 Tr:-07 52 TC-OB 5J TC-09 54 TC-to 55 TC-tt 56 TC-t2 57 re-1:s !ill TC-14 59 TC-15 60 TC-16 61 TC-17 62 Tr:-18 6J TC-19 64 TC-20 65 rc-21 66 TC-22 67 rc-2:s 611 Tr:-24 119 TC-25 ro rc-26 n rc-27 72 rc-n 7J rc-29 74 rc-.10 75 rc-"1 76 rc-J2 77 TC-.JJ 78 TC-.J.4 '79 TC-J5 IJO TC-JB Bl TC-37 tJ2 TC-.JIJ IIJ TC-.19 lU TC-4-0 lJ5 TC-4-1 ll6 TC-4-2 IJ7 TC-4-J 8B TC-# 119 TC-45 90 TC-46 91 TC-4-7 92 TC-4-8 9J TC-4-9 H TC-50 95 TC-51 96 TC-52 97 rc-5:s SIii TC-54 ff TC-55 too TC-56 101 TC-57 PAS£0 DEL NORTE: STRIPING Pt.AN CONN£CTTON 0£TAILS CONNEC7/0N 0£TAILS 14-" RECYaED WA JEil PIPEUNES -VAL\£ REPU.CEIIENTS PRESSURE REDUCING STATION -Pt.AN .t SECTION /JISCEUAN£OIJS 0£TAILS IIISC£ilANEOUS D£TAILS /JISCEUAN£0/.JS DUA/LS ltllsat..LANEOUS 0£TAILS II/SC£1.Ll,N£0/.JS 0£TAJLS INDEX .t NOTES TYPICAL ltl/D BLOCK IMl'K AREA TYPICAL 11/D BLOCK IIO'i'I(' AREA TYPICAL ltllD 8LOCI< IIO'i'I(' AREA TYPICAL I/ID 8LOCI< IID'1II' A/EA TYPICAL MID BLOCK II0'1I'.' AR£A TYPICAL MID BLOCK IID'1II' AR£A POINS£TTIA LANE W/1) PASCO 0£/.. NORTE: WA 1!1i' VAL VE REPLACEIIENTS PO/NS£TTIA LANE AT PASCO OEL NORTE STAG£ I POINS£TTIA LANE AT PASCO D£I. NORTE: STAG£ H POfNS£TTIA LANE AT PASEO DEL NORTE: STAGE 1" PO/NS£TTIA LANE STAG£ IV POfNS£TTIA LANE STAG£ V POfNS£mA LANE AT BATTQIJITOS DR/V£ STAG£ W' POfNSETTTA LANE AT BA TIQUITOS ORI 1£ STAG£ W'I POfNS£mA LANE AT SATIQU/ros DRIV£ STAG£ "'" POfNS£mA LANE AT BATTQUITOS ORI'/£ STAG£ IX POfNSEmA LANE STAG£ X POfNS£mA LANE AT SNAPDRAGON DRIVE STAG£ XI POINSETTIA LAN£ AT SNAPDRAGON DRIVE STAG£ XII POfNSCmA LANE STAG£ XI/I POINS£TTIA LAN£ AT A W'ARA PARKWAY STAG£ XIV POINSETTIA LANE AT A K<IRA PARKWAY 4-• PIP£J..JNE POINSETTTA LAN£ AT AW'ARA PARKWAY STAGE XIV POINSETTIA LANE AT AK<IRA PARKWAY STAG£ XV POINSCmA LANE AT A \olARA PARKWAY STAG£ XW' Al£NIDA ENCINAS AT E1l8ARCAD£RO LANE STAG£ I Al£NIDA ENCINAS STAGE H Al£NIDA ENCINAS AT O/IMRCAD£RO LANE STAGE Ill AIEMDA ENCINAS SHOULDER IIO'III' STAGE IV Ale{IDA ENCINAS FI.A00£RS IIOlilC' STAG£ V AloEM'OA ENCINAS FI.A00£RS IIOff(' STAGE If A 1£1,//0A ENCINAS SHOULD£R IIO'i'I(' STAGE W'I PASCO DEL NORTE: fflOM STATTON .5+54 ro CAMINO 0£ LAS ONDAS PASCO OEL NORTE: ,I-SUNFI.OJl£R WAY FROM STA 7+4-5. 72 AND STA 5+54- PASCO OEL NORTE: FRO/ii SEA GATE: ROAD EAST ro STA 12+/Jl.90 STAG£ I PASEO OEL NORTE: AT SEA GA 1E: ROAD STAG£ II PASCO OEL NORTE: AT SCA GA 1E: ROAD STAGE HI PASEO OEL NORTE: AT CAMINO DEL PARQI/£ STAGE IV BA TIQUITOS DRt1£ FROM POfNS£TTIA LANE NORTH ro BUTTERCUP ROAD STAG£ I BATTQU/TOS DRIVE AT BUT1ERCUP ROAD STAG£ H A~MA PARKWAY 4-• WAmi' PIPELJNE INSTAJ.1.A7/0N CAIII/NO DE LAS ONDAS AT ALD£RWOOD DRIVE STAGE" I .t II CM1,IINO DE LAS ONO.AS AT BA TTQU/TOS DRIVE STAGE I CAMINO DE LAS ONO.AS AT BA TTQU/TOS DRIVE STAGE" II POINS£mA LAN£ AT PASEO OEL NORTE: PH.AS£ I POINSCTTIA LANE AT PASEO OEL NORTE PHASE H POfNSETTTA LANE AT PASCO OEL NORTE: PHASE IH PASCO OEL NORTE PHASES I It II BEACH C1l£ST COURT ro STA J+59.ll5 GA 1E: CL~ IIO'ffl' AREA HARSOR POINT ROAD FROM STA J+00.00 ro STA 1o+Jll.97 HARBOR POINT ROAD FROM STA To+Jll. 97 ro STA 20+69.IJI Gil 1E: CI.OSURC IIO'ffl' AREA I GA 1E: CI.OSURC IIOff(' A/EA ll PASCO OEL NORTE fflOM STA 22+76.87 ro STA 2J+IJ.ll9 GINGER AVENUE FROM STA 2J+1J.IJ9 ro STA 25+04.IJO ~ REACH 1> "----.. 384 TO 260 HGL --....____ PRESSURE REDUCING STA nON SEE DRAWING CD-4---~ ............___ REACH 2 \ (BY SEPARATE CONTRACT) \ SEE ORA WING NO 403-1 DRAWING INDEX -CONT OISOPUN£ \ \ SHT NO ORAWWG NO Tln.£ 103 104 105 106 107 106 TC-59 TC-60 TC-61 TC-62 TC-6J TC-64- CATHODIC PROTcCTTON tOfl CP-1 110 CP-2 ELECTRICAL 111 E-1 112 £-2 11:S E-J 114-SPE-1 115 SPE-2 SEASCAPE" ORI',£ FROM STA 4-+4-J.22 ro STA 8+74-.7:S ltf£1.ALIJCA A Wit/£ FROM STA 1+17.J2 ro STA 4-+211.JO /ilELALUCA A VENUE FRO/ii STA 4-+26 • .JO ro STA lo+57. 79 DAHUA WAY .t I..IND£N TERRACE NPROVDIENTS lfOf"O 0£1E:CTTON PLAN PO/NS£T1JA /..AN£ AT PASEO DEL NORTE: ,l- PASEO OEL NORTE: AT CAAi/HO OE LAS ONDAS lfOf"O 0£1£C7/0N Pl.AN POINSCT11A /..AN£ AT BA TIQU/TOS DRIVE: .t POfNSEmA LAN£ AT A lfMA PARKWAY CA 1HODIC PR01£CTION DETAILS CA 1HODIC PROTEC7/0N DETAILS Al6,I/DA £NaNAS PRS -StltBOC~ AB V£'1,1A110NS AND NOTES Ate,1/0A ENONAS PRS -SINGLE UN£ DIAGRAM AND DETAILS AIEMOA ENCtHAS PRS -POll£R PUtN AND mDICTRY DIAGRAMS A ID,IDA ENCINAS PRS -£1.ECmtCAL SP£CIF1CA 1IONS 1 A 1£1,/IOA ENCINAS PRS -£1.ECTRICAL SPCCIFICA T10NS 2 102 TC-5/J SEA~ DRIVE FROM STA 1+19.20 ro STA 4-+4-J.22 N 0 N 0 "' p I &••q :;: 1------------------------. Mllll'rullGiAUINBl.._11~.---:i; IIIF.'f~i!,\ '101! FIJINal!I) IY OTIER$. 'll'HII.E l>ilS lfOIIIA1'III • * !l'.:< 'H ,,, '•' "j!' Jfi IMP f .. l J CUlll[JI ,ll8Ullf iTS ,Cllll,ICI'. -~ ll-!J,:: 1 ',J~RlllntEAGCIJIW;VQF l""IIIIBDliMllilllill ~ 175 Ce,lle Magde,lene,, Suite 101 OR FOt, ~'illlit,t r-~ II Nl lllliH 1MY N1W1 IQII iC#.CZl:W o Encinitas. CA 92024 INTO IT IJ A alT, ,_ _'11111 Oii lllll --:al ..,. \ \ I ' I I I I LN l , __.... poiNse:fllA _rSt~~DWG co-3 KEY MAP 1"=400' • AS-BUil T" P.E. '-/(,fl 7 EXP. 1z/J1/o, ' "-- ~ (760) 753-1120 MM8S> TO Clf*,D b IT J;IIR:ATIQII a, 111 W■ iG, REVIEWED BY: ~ 8EfOR& APPL TIIIG IT FOR ANY PUR~Otl. LV J,J...; ... ~ I -1 ~ ~ o$ \ C \ \ ""' DE LAS ONDAS ~ ~ C-26 () \ 1':I_H~+--OI } oWG c-15 - REACH 3 ------------ BID SCHEDULE B / / OPTTONAL ADD/771/E AL TERNA 771/E ~ BID SCHEDULE D£SIGNA T10NS AND LEGEND BID SCHEDULE DESIGNA T10N BID SCHEDULE B • AlDERWOOD DRIVE (st,. 1•00 to sta. 12+40.58/, BA TIQUITOS DRIVE /st•. 1•00 to st•. 18•97.76/, OPTIONAL ADDITIVE Al TERNA TIVE LINE TYPE -------·-- NOTE, REFER TO THE APPROPRIATE CONTRACT DOCUMENTS REGARDING INSTRUCTIONS TO BIDDERS AND BASIS OF AWARD AND EXECUTION. NOT TO BE USED FOR QUANTITY TAKEOFFS. PROVIDED FOR INFORMATIONAL PURPOSES ONI. Y. ) DISCIPLINE DWG NO G-1 1---1----+-----------+--+------l----l-----jl ~ s=H2E=ET=l-==c=ITY===o=F=c=AR==l.S=B=AD==-=I =5::::::::!I ,-ENGINEERING DEPARTMENT 'I OS P~iJ blD SCt-lE:DULE" A~l:, k'.l'"f MAP"-t-lANG-E DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER AP0 ROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I a 3 DRAWING NDEX AND KEY MAP APPRO DWN BY: GOS CHKD BY: UIG RVl,/D BY, .&! PROJECT NO. I DRA'w1NG NO. 38871-A _ 403-1B ~ INSPECTOR DATE ;;>L___ __________ _j_ _______________________ _.:===============::::::::====:::::::::===============================================:::J -c Cl) ~ ~ ~ ~ C == ...J ~ I\) G) 0 c:, -.,::., a: ....r. 0 0 ....r. CJ1 w I ..... CD GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. 3. THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING Of "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE, 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5'} OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE. OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 9. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFF/CIENTL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 10. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE DRAWING G-3) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPESENTA TIVE. 11. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTH~R UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES NOT SHOWN. 13. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER INSPECTOR. 14. IF ANY ARQHEOLOGIQAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FORM THE CITY ENGINEER TO DO SO. 15. HORIZONTAL LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLAN AND PROFILE ORA WINGS HA VE BEEN DETERMINED FROM AERIAL MAPPING, FIELD SURVEYS, AS-BUil T DRAWINGS, AND SITE INSPECTION. NOT ALL UNDERGROUND UTILITIES ARE SHOWN, PARTICULARLY THOSE NOT IN THE VICINITY OF THE ALIGNMENT OF THE RECYCLED WATER PIPELINES. CONTRACTOR SHALL VERIFY THE HORIZONTAL LOCATIONS OF ALL UTILITIES WITHIN A MINIMUM OF 15 FT OF THE PROPOSED PIPELINE ALIGNMENT, RECYCLED WATER SERVICES, PIPELINE APPURTENANCES, AND ALL OTHER EXCAVATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER OF UTILITIES THAT ARE AT HORIZONTAL LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE PLAN AND PROFILE DRAWINGS, OR THAT ARE NOT SHOWN ON THE PLAN AND PROFILES DRAWINGS, AND THAT COULD IMPACT THE RECYCLED WATER PIPELINE ALIGNMENT, SPECIF/CALLY INCLUDING THOSE UTILITIES THAT ARE DIMENSIONED RELATIVE TO THE RECYCLED WATER PIPELINE ALIGNMENT ON THE PLAN AND PROFILE DRAWINGS. SUCH NOTIFICATION SHALL BE SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW FOR REALIGNMENT OF THE RECYCLED WATER PIPELINE IF NECESSARY. SEE GENERAL NOTE 9. 16. THE VERTICAL LOCATIONS OF EXISTING UNDERGROUND WATER, SEWER, STORM DRAINS, RECYCLED WATER, AND OTHER UTILITIES SHOWN ON THE PIPELINE PLAN AND PROFILE DRAWINGS ARE BASED ON AS-BUil T ORA WINGS AND SOME POTHOLING INFORMATION. POTABLE WATER SERVICE VERTICAL LOCATIONS WHERE SHOWN ARE BASED ON THE APPROX/MA TE VERTICAL LOCATION OF THE WATER MAIN AT THE SERVICE CONNECTION ASSUMING THE WATER MAIN WAS CONSTRUCTED AT MINIMUM DEPTH OF COVER SHOWN AS ON THE AS-BUil T DRAWINGS. VERTICAL LOCATIONS OF SEWER LATERALS ARE BASED ON A STRAIGHT LINE PROJECTION FROM INVERT ELEVATION AT THE SEWER MAIN TO INVERT ELEVATION AT THE RIGHT-OF-WAY LIMIT. 17. THE PIPELINE PROFILE HAS BEEN DEVELOPED BASED ON THE SURVEYED EXISTING GROUND ELEVATIONS AND ON THE VERTICAL LOCATIONS OF EXISTING UTILITIES DEVELOPED AS DESCRIBED ABOVE. A MINIMUM DEPTH OF COVER OF 4.5 FT FROM TOP OF RECYCLED WATER PIPE TO FINISHED GRADE SHALL BE PROVIDED AT ALL LOCATIONS EXCEPT WHERE SPECIF/CALLY IND/CA TED OTHERWISE ON THE PLAN AND PROFILE ORA WINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THE PRE-CONSTRUCTION SURVEYING IND/CA TES THAT A MINIMUM DEPTH OF COVER LESS THAN 4.5 FT WILL RESULT BASED ON THE ACTUAL GRADE ELEVATION AND PIPELINE PROFILE DESIGN. SUCH NOT/FICA TION SHALL BE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT REVISIONS TO THE RECYCLED WATER PROFILE DESIGN IF NECESSARY. 18. THE PIPELINE PROFILE HAS BEEN DEVELOPED BASED ON THE SURVEYED EXISTING GROUND ELEVATIONS AND ON THE VERTICAL LOCATIONS OF EXISTING UTILITIES DEVELOPED AS DESCRIBED ABOVE. A MINIMUM OF 1 FT CLEAR BETWEEN THE RECYCLED WATER PIPELINE AND EXISTING WATER AND SEWER PIPES SHALL BE PROVIDED AT RECYCLED WATER PIPELINE CROSSINGS OF WATER MAINS AND SERVICES AND SEWER MAINS AND LATERALS. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THE RECYCLED WATER PIPE PROFILE SHOWN ON THE PLAN AND PROFILE DRAWINGS WILL NOT PROVIDE A MINIMUM OF 1 FT CLEARANCE TO ACTUAL LOCATION OF WATER OR SEWER PIPES SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT REVISIONS TO THE RECYCLED WATER PIPELINE PROFILE IF NECESSARY. THE CONTRACTOR SHALL EXPECT TO 19. THE CONTRACTOR SHALL FIELD VERIFY WITH THE OWNER THE LOCATION OF EACH RECYCLED WATER SERVICE, INCLUDING THE LOCATION OF THE METER BOX, PRIOR TO INSTALLATION OF THE RECYCLED WATER SERVICE. ADJUSTMENT OF THE SERVICE AND METER BOX LOCATIONS MAY BE NECESSARY TO ACCOMMODATE EXISTING IMPROVEMENTS AND IRRIGATION SYSTEMS. THE CONTRACTOR SHALL INCLUDE IN THE UNIT PRICE FOR SERVICE LATERALS ANY COSTS FOR FIELD ADJUSTMENT OF THE SERVICE LOCATION. 20. THE CONTRACTOR SHALL FIELD VERIFY WITH THE OWNER THE LOCATION OF ALL PIPELINE APPURTENANCES INCLUDING AIR VACUUM VAL VE ASSEMBLIES AND BLOWOFF AND MANUAL AIR RELEASE VAL VE BOXES. 21. CONTRACTOR SHALL VERIFY BY POTHOLING THE HORIZONTAL AND VERTICAL LOCATIONS AND ELEVATIONS OF EXISTING PIPES TO BE JOINED PRIOR TO CONSTRUCT/ON AND PRIOR TO PREPARATION OF SHOP DRAWINGS FOR FABRICATED CONNECTION PIECES. 22. TRAFFIC CONTROL PLANS HA VE BEEN PREPARED FOR RECYCLED WATER PIPELINE CONSTRUCTION WORK IN MAJOR ARTERIAL ROADWAYS AND FOR SIGNALIZED INTERSECTIONS AND ARE INCLUDED IN THE CONTRACT DRAWING SET. THESE TRAFFIC CONTROL PLANS HAVE BEEN APPROVED BY THE CITY TRAFFIC ENGINEER AND SHALL BE SUBMITTED FOR CITY FOR RIGHT-OF-WAY PERMIT APPL/CATION AND USED FOR PIPELINE CONSTRUCTION IN THE AREAS SHOWN. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CITY TRAFFIC ENGINEER TRAFFIC CONTROL PLANS FOR WORK IN CITY ROAD RIGHT-OF-WAY FOR ALL OTHER CONSTRUCTION, INCLUDING SERVICE LATERALS IN ALL AREAS AND PAVEMENT OVERLAY WORK, AS PART OF THE RIGHT-OF-WAY PERMIT APPLICATION PROCESS. 23. SEE TRAFFIC CONTROL PLANS FOR TRAFFIC CONTROL NOTES. 24. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 3:30 P.M. EACH DAY, MONDAY THRU FRIDAY, UNLESS OTHERWISE NOTED. NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 25. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 26. SEE SPECIFICATIONS FOR STATE CONSTRUCTION CONTRACT REQUIREMENTS. 27. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. DISCIPLINE DWG NO MAKE FIELD ADJUSTMENTS TO RECYCLED WATER PIPELINE PROFILES TO PROVIDE THE REQUIRED CLEARANCES. 12. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS G-2 WORK SHALL BE REESTABLISHED, LLl CITY OF CARLSBAD ~ "' PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND 1----+----+--------------+----+---+----t-------1 5 ~ SURVEYORS ACT. ENGINEERING DEPAR1MENT :; t----+----+--------------+----+----+----+----1 IMPROVEMENT PLANS FOR: ~ ~ ~---,.-A-S--8-U-IL_T_,.___ CWRF PIPELINE TO •o• TANKS "'N~ .. 1---------------------•= f!}.,,1-'%-.. 8· 11'! .., .. -t-REACHES I 8 3 ==" mr I • ..,, .... ilJIED. • Nllf, -.. "'"~..,. _ "'oo~ en .. '~"'D~ii-J!.1, .. ~t:1'-~...'p. "'1/ .. o. 46127 mm ~4 -• g_ p • -:f-!>o-o<; GENERAL NOTES ~ 175 Celle Megdelene. Suits 101 ~~~::~~ f":.n:o~~r:,.~: * .,,_ JZ/3 r/o_§_l; (/}l~[ZZ EXP. tz/;sJ./o'-DATE fa"W' _WIL;!t~!MER 7-Zz-o:r '.;'N I Enoinites, CA 92024 IIIO IT All A ... ,. 11m •-ON 11h ••• ~1111118 • ,s,>_,, c,vi"h''" ~RE-V-IE-W-ED-BY-,-----------!1--~'7~1 J.[iD~5jl'--'N~~S,I-t,,._:Jt17,J~-'---'AA--"-S~-_.-~R,i'I...._JJ_,_./ut..;JT~~~~~~~~~~~~~~~~jt~~~-=t:~~jt~~~-=i-~~~_=J DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE (760) 753 1120 .-.em 1'0 Qll'MI D lbr t&UICA1U f1I Fl ACCIIIICY ,~ ~_;,. IN -Slf'OIII AffLflllll IT l'O~ •11Y PUR~O'IE OFo,.~\ wJ'.L;_ I ct1.1,, ~-,~-03 I---D-AT-E--1---IN-IT-IA-L+="--------------l--D-ATE-------ae-lN-IT-IA-L-I--D-ATE---l-lN-ITI-AL--l g:os:~ : I PROJECT NO. I DR40AWl3~1BNO. r-DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVw'D BY, ,.. . 38871 -A . ~ L ___________________ .1. _________________________________________ ~IN=SP=E=CT=O=R===============::::=============:::===::::====~================::!J N E l CJ) ~ ~ -~ w ...J <( C ~ ~ ...J w <( C) z 0 ~ -...I, .i:. 5 ...I, C (II w I .... m "' "' 0 ~ "' N 0 N 0 "' « "' '-z "' "' w " ' N 0 '-N 0 $ N "' '-N ., 0 a: GENERAL NO TES CONT. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E {760)4.JB-6200 PACIFIC BELL (760)489-3441 DANIELS CABLEVISION {760)438-5241 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 • CARLSBAD MUNICIPAL WATER DISTRICT {760)4.JB-2722 • SAN DIEGUITO WATER DISTRICT {760)753-1145 • LEUCADIA COUNTY WATER DISTRICT {760)753-0155 • VALLECITOS WATER DISTRICT {760)744-0460 • OLIVENHAIN MUNICIPAL WATER DISTRICT {760)753-6466 • BUENA SAN/TA 710N DISTRICT {760)565-5657 • IF NECESSARY CMWD RECYCLED WATER MAIN NOTES 1. ALL RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE "CARLSBAD RECLAMA 710N RULES AND REGULA 710NS FOR THE CONSTRUC710N OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT, DA TED OCT. 1993 OR THE LA TEST EDIT10N. 2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA 710N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA N071FICA T10N BEFORE ANY EXCA VA 710N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUC710N SAFETY ORDERS. 3. BEFORE ANY CONNEC710N OR SHUT DOWN OF VALVES ON EXISTING CM~ LINES, A PERMIT SHALL BE OBTAINED FROM THE CM~ OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT . 4. A PRECONSTRUC710N CONFERENCE MEET1NG SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUC710N BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING DEPARTMENT AT (760) 438-3891 FOR SCHEDULING. 5. PRIOR TO STAR71NG WORK SO THAT INSPECTION MAY BE PROVIDED. TELEPHONE NO. IS {760) 4.JB-3891. 6. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. 7. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VER77CAL LOCATION OF ALL EXIS77NG UTIL/71ES CROSSING THE PROPOSED RECYCLED WATER MAIN AND POINTS OF CONNECTION PRIOR TO COMMENCEMENT OF WORK. B. THE TERMS .,RECY-CLED., AND "RECLAIMED., ARE USED INTERCHANGEABLY FOR THE PURPOSES OF THIS PROJECT. 9. THE CML&TC STEEL RECYCLED WATERLINE SHALL BE COVERED WITH A PANTONE PURPLE POLYETHYLENE ENCASEMENT ALONG THE ENT1RE LENGTH OF THE PIPELIN£ INSPECTION PROCEDURES CITY CONSTRUC770N INSPECT10N SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARA 770N (HORIZONTALLY AND VERTICALLY). D. PIPE IDEN77FICA TION. £. POINTS-OF-CONNEC770N (POC'S). F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER {IF RECLAIMED WATER IS USED FOR CONSTRUCTION). • WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE 77ME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS AND ASSOC/A TED SPEC/FICA 770NS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC710N {GREEN BOOK). 5. SOILS REPORT AND RECOMMENDA 710NS BY NINYO AND MOORE DATED JULY 31. 2002 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. Z THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPEC/FICA TIONS FOR WATER, SEWER AND RECLAIMED WATER. BASIS OF BEARING THE HORIZONTAL BASIS OF BEARING FOR THE AERIAL CONTROL SET IS THE LINE BETWEEN "CLSB-047" AND "CLSB-050". THE TWO CONTROL MONUMENTS ARE SHOWN ON RECORD OF SURVEY NO 17217. THE BEARING BETWEEN •cLSB-047., AND "CLSB-050" IS SOUTH 76" .JB' 42" WEST. THE DA TUM IS NAD83, CAUFORNIA ZONE 6. THE COORDINATES USED FOR THE POINTS FROM THE RECORD OF SURVEY ARE CCS831991.35. 176 Calle Megdelena, Suite 101 I Enoiniteis. CA 92024 (760) 763-1120 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC710N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T10NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILl71ES FOR PROJECT DESIGN. FIRM: PBS&:J ADDRESS: 175 CALLE MAGDALENA CITY, ST.: ENCINITAS, CA. TELEPHONE: (760) 753-1120 BY: DATE: (NAME OF ENGINEER) R.C.E. NO.: 46127 REGISTRATION EXP/RA 710N DA TE: 12/31/02 BENCHMARK DESCRIPT10N: BM-OC147 LOCA710N: NORTHEAST CORNER OF BRIDGE CARLSBAD BLVD AND PONTO CREEK RECORDED: R.O.S. 17271 ELEVAT10N: 50.56 DA TUM: NGVD 29 M.S.L. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMA T10N GATHERED ON, MAY 10 2002 BY RICK ENGINEERING COMPANY TOPOGRAPHY SHOWN HEREON CONFORMS TO NA710NAL MAP ACCURACY STANDARDS. ABBREV/A TIONS INTERPRET ABBREVIATIONS USED ON THE ORA WINGS AS EXPLAINED IN ANSI Y1.1 AND LIST BELOW ACP ASBESTOS CEMENT PIPE AWG AMERICAN WIRE GAGE AWWA AMERICAN WATER WORKS ASSOC/A 710N BC BEGIN CURVE BVC BEGIN VER77CAL CURVE GIP CAPITAL IMPROVEMENT PROJECT CML&C CEMENT MORTAR LINED AND COATED CML&TC CEMENT MORTAR LINED AND TAPE COATED CMP CORRUGATED METAL PIPE CMIID CARLSBAD MUNICIPAL WATER DISTRICT CP CATHODIC PROTEC770N CTS CATHODIC TEST STA T10N CTV CABLE TELEVISION CWRF CARLSBAD WATER RECLAMA 710N FACILITY DI DUCTILE IRON DIP DUCTILE IRON PIPE E EAST EC END CURVE EVC END VERTICAL CURVE FIPT FEMALE IRON PIPE THREAD FM FORCE MAIN . FRP FIBERGLASS REINFORCED PLAS77C HGL HYDRAULIC GRADE LINE HMWPE HIGH MOLECULAR WEIGHT POLYETHYLENE HP HIGH PRESSURE /PT IRON PIPE THREAD N NORTH NB NORTHBOUND NEMA NA T10NAL ELECTRICAL MANUFACTURER ASSOC/A TION OHT OVERHEAD TELEPHONE PE PLAIN END, POLYETHYLENE PRS PRESSURE REDUCING STA T10N PVC POLYVINYL CHLORIDE RC£ REGISTERED CIVIL ENGINEER RCP REINFORCED CONCRETE PIPE RW RECYCLED WATER R/W RIGHT OF WAY s SOUTH SB SOUTHBOUND SDG&E SAN DIEGO GAS AND ELECTRIC SWRCB STATE WATER RESOURCE CONTROL BOARD t THICKNESS THWN THERMOPLAS77C INSULATED SHEATHED WITH NYLON TP TOP OF PIPE VCP VITRIFIED CLAY PIPE WMI WELDED WIRE MESH '$.,,_<:> ~ ~ •AS-BUil T• ••·• •-ns.ua• ... --' ~ ~ " ;;a --Q. BI::, __ ,.. '3' -3 "' • ., ,::. ~~OillAM'! -J•II e IIY ontE111. MIi.£ TIii ~ • I!' ' ""':,J.; i tJ Ill' _, M f, • 1 J CNl«Jf ASIUAl ITi IGQ.IIUiCY All) . ''""7 fl!, ?.{;1, !Z 7 EXP. fZ01 /4t. ',:, ,,,. .. :» f!C.lll" F""' M A\nlftcr ,.ir "t6 llfOJ'.: A'o i lit l!xp. 12/31/06 :z, DATE ,;;/i I.◄ ."· :'!3 ~" th I! .. Wl1IGH M.tl MWI; ilUI• ~W * .J,* ' INTO IJ •~ ~ "'i~T. 1HOSf Ill 'lllll'I ON Tlfll Rttnro Dllt.WNil MIi: IP~>: CJvl'->~'-'f" Q10,; p1,5fJ AIWlllil TO OlfAII INOEPfllDEIIT 'IEIIACATIOI! OF Ill tCC'Jll-'C'I' ~ ~ c,.c' REVIEWED BY, B&fOR& APPL nNG IT FOR A•' PlJ~POSE wJt;M I l-1S'-ot} DATE INITIAL ., .. / INSPECTOR 7" DATE ENGINEER OF WORK REFERENCE DRAWINGS AGBCY DNG. NO. SIii IS City of Carlsbad 334-1 1-6 City of Carlsbad 338-9 2,3,9, 14 City of Carlsbad 378-9 1,3,4, 12, 18, 19 City of Carlsbad 5-64 1-9 City of Carlsbad 210-6 1-2 City of Carlsbad 397-8 1-3 City of Carlsbad 396-7 19-21 City of Carlsbad 232-3 1-4 6 ' City of Carls bad 228-2 1-9 City of Carls bad 172-2 4 City of Carlsbad 180-7 3 City of Carlsbad 245-18 3 Poinsettia Ln. Costa Real M\ND and 8atiquitos 1-2 Dr. ffiS City of Carlsbad 286-98 2-8 City of Carlsbad 341-3 20 City of Carls bad 230-6 2-4 City of Carlsbad 231-6 1-4 City of Carlsbad 245-1 2-6 City of Carlsbad 327-9D 5 44-46,47-46,44-46,44-47,44-Adelphia Cable 48,45-45,45-46, 45-47 SDG&E Bectric 342-1674,344-1671, 342- 1677A, 342-1677C, 340-1674 409C,4098,409A,495,494, SDG&E Gas 544,546,547,690,689,688, 687 420,421,422,4120,4127, The Pacific Tel & Tel. Co. Telephone 4128,4064,4021,4005,4072, 4073,4095,4094,380,379, 378 .. f ~ ~.., C ~ f - " r -~ ~-~ C - DISCIPLINE DWG NO G-3 [9 Cl) w 1 S.ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 5 ::c ~ IMPROVEMENT PLANS FOR: z CWRF PIPELINE TO •o• TANKS REACHES I 8 3 GENERAL NOTES ANO REFERENCE DRAWIIIGS APPR_,OVED WILLIAM E. Pl U'-'MER ~ .-• / r~ '· 7•2'2•0:1 j Ii 5-BI/ It.. T DEPUlY CllY ENGINEER PE 28176 EXPIRES 3/31/06 DAiE I\ OWN BY: ODS I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: ljj(l 38871-A OTHER APPROVAL CITY APPROVAL RV'-'D BY: JBR -403-18 w C ...J <C 0 ~ Cl) ...J ~ C') <C 0 z -.,::ii, ~ ::: 0 25 CJ1 w I ...... m 80 70 60 50 40 30 20 STA 100+17.81 "-----+---- " y ' - - -s:: ct ' 0 . .., I- {/) 100+00 N1,986, 032.53 E6,234,000.57 /. CONNECT;JO!)l/TO EXST 30"lf!W PIPELINE SEE NOTE 2 BELOW SEE DETAIL@ ~ STA 100+24.31 24" CLASS 250 BUTTERFLY VAL VE ,,,---r-- - 2 -- -- -- ;;;;. i C, ~ C) .... Ci) ' <o ' '' '' '' V EX STING AND FINISH N) TURAL GROUND SURFAC.: (T /PICAL} >~ • ;;; "" ,c ... -<'5 "( ... ' .... ~ '~ ~ > < ' '-- <') C\( ---"<t I- C\( Cl.. c;;;,1 ~-~ ~-~ C/) ::i:: - Lu :l: tu-Ci) t ,,_ ' 2? h ~ " '' LI " " 101+00 102+00 103+00 104+00 --- ST A 100+67.80" DEFL= 10°33'50uL T ~c Nt,985,98-4.23 , E6,234,012.68 ~ STA 100+37.81 DEFL= 10"33'50"RT Nt,986,013.79 E6,234, 007.55 WAMIING OVERHEAD TELEPHONE LINES (760) 489-3441 -~ ~ ; llJ Ci) ci ' f() ..... ~ - 24u CML& ~c STEEL PIPE (WELD AL~ JOINTS} f=. O, f793u TEST HGL = 600 " 105+00 PROFILE HORIZ: 1#=40' VERT: t•=8' ~ \. I (8-0.0105 r' • 106+00 107+00 VJ "'( ~ -.J --"'( ::,. ~() TOP OF PIIE ' 108+00 80 8i Ile --~ :l:- )... llJ ~ C/) Cl) C/) (.) (.) ---"'( ,,_ ,,_ Q_ Q_ ~ µ.. ' ' --70 60 50 40 30 . 20 111+00 CONNECTION TO EXST 8" PVC RW PIPELINE SEE DETAIL W ~ 384/260 ZONE PRESSURE REDUCING ST A TION STA 109+94.70 SEE DRAWING CD-4 4" BLOW-OFF ASSY, CL 250 PER CMWD STD DWG NO W11 SEE NO TE 1 BELOW LEFT STA 109+91.70 2" AIR & VAC VAL VE ASSY, CL PER CMWD STD DWG NO W7 SEE NOTE 1 BELOW LEFT 250 DISCIPLINE DWG NO C-1 1-------+----------------+-----l----+--+-----l IMPROVEMENT PLANS FOR: .------,,-A-S-----B-u--1.L-T-.. ----1 CWRF PIPELINE TO "D" TANKS REACH£S I a 3 AVEN_IDA ENCINAS PLAN & PROFILE -STA 100+00 TO STA 111+00 N _g 00 ~ 0 ~ z -UJ _j 4: ~ .. _j < z <5 ~· . .. .. 80 ,:: Cl:: - .( ' > A ...,- C STl:EL PIPE.(WELD AL~ JOINTS) t= 0.1793" TEST HGL = 600 ' ., . f... II) 70 ~ I 1 TOP OF PIPE ~ { .. EXISTING A./'; .. '.J FINISH AC PAVEMEI T SURFACE 60 1., > > . 50 S= o.03..,v S= 0.0108 40 oa , .. , .. ' . ::,,; ! ::,,; Q. 0: ct :::5 i • ::>-d ' ~ C) co ( o..._ <::) <')··· <l:)~ -.i:~ffi > C > '\.._ ~~ I-: ~l -~(t 0.. ~ (t ::,,; '!Q ,._ l ;;> t/1 ... Q_ 0 ~ .. (~· .... -'N .... oi . ..... ;;;: ..... -s;~ -~· > q;:Q) -'Sf ' ~~ (t q;:(!).(t • " ~ .~ ' I-IJJ CJ) r 0 i-IJJ.O e: --.: (J) Ill I ::C: CJ) Ill ::C: > C )-~ -\._ , 20 111+00 112+00 113+00 114+00 115+00 0 " 0 N 0 N 0 N 0 m STA 111+44.80 BC Nt,985,403.80 E6,234, 792.65 STA 112+39.43 BC DEFL= 46"55'56"RT N1,985,416.58 E6,234,881.15 Nr-------------------------<0 ' z 0 "' w 0 ' N 0 ' N 0 m N "' ' N "' 0 175 Calle Magdalena, Suite 101 Encinitas. CA 92024 (760) 753-1120 NOTES: STA 112+11.06 EC DEFL= 45"00'00"L T Nt,985,399.21 E6,234,858. 71 <f. PIPELINE CURVE DATA .6.= 6°36'24" R= 574.60' L= 66.26' STA 111+00.00 4" BLOW-OFF ASSY, CL 250 PER CMWD STD DWG NO W11 SEE NOTE 1 BELOW <t_ PIPELINE CURVE DATA .6.= 54°37'53" R= 595.00' L= 567.33' 1. ADJUST MATERIALS IN STANDARD DRAWINGS, AS NECESSARY, TO ACCOMMODATE A WORKING PRESSURE OF 250 PSI. LOCATE AS SHOWN ON ORA WINGS. 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELINES PRIOR TO NEW PIPE FABRICATION AND INSTALLATION. ___:: =-----~---:;;'--- l // " " " S-0.0067 1 · .. · . 116+00 PROFILE HORIZ: 1•=40' VERT: 1•::tJ' PLAN ...7 > 117+00 118+00 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART B'ASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMA TlON IS BELIEVED TO BE RELIABLE, PBS&J CANNOT ASS\IRE ITS ACCURACY, .AND THUS IS NOT RESPONSISLE FOR THE ACCURACY OF THIS DRAWING OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT, THOSE REL YW6 ON l'HIS RECORD DRAWING ARE ADVISED TO OBTAIN IMJEPENDENT VERIFICA TTON OF ITS ACCURACY BEFOR£ APPL YING IT FOR ANY PURPOSE. "AS-BUl:L T" {)~tl :lo C r-.J'c -~~ c::-= P.E. 46127 EXP. 12/31/06 DATE REVIEWED BY, w~ I -. -J t-1-6-~ . INSPECTOR ' I DATE . f r 119+00 STA 121+00.00 ).. {/) g CJ) <C ·::: !::: ~ 1JJ ~ c ;? -I ~ 12 .~ C) ' i'i ti oO <o f... [ I-10<e ~ ~ 'Sf::,,; ... llj ooa - > 120+00 STA 121+00.00 .. ·~· ~ ·<::)).. -I <1:ll( <ofl:i '! i-: <::ll-·- 2-WIRE TEST STATION WITH 2 ANODES SEE DETAIL (1\ ~ STA 12.0+48.00 24" CLASS 250 BUTTERFLY VALVE 4" BLOW-OFF ASSY CL 250 STA + . '" ' -' LEVEL~ ----------------------- 121+00 122+00 --;:?-.. STA 121+48.67 DEFL= 10"05'06"RT Nt,984,784.66 E6,235,470.84 STA 121+80.12 80 70 60 50 40 20 PER CMWD STD DWG NO W11 DEFL= 9°58'40"L T ) -••• /· I , SEE NOTE 1 BELOW ,. ' , DISCIPLINE ' // '" I ----Nt,984, 758.10 ./ --r-:..1--, DWG NO ' E6,235,4 78.49 iii • C-2 Ii LL] CITY OF CARLSBAD CTim . ENGINEERING DEPARTMENT 5 IMPROVEMENT PLANS FOR: CWRF PIPELINE TO non TANKS REACHES I a 3 AVENIDA ENCINAS PLAN & PROFILE -STA 111+00 TO STA 121+85.12 APPRO~ WILLI•" e-PLUMMER r~( · e-(~ -2:-22/07 9/05 PBS&J I" AS-BUil T V2./U,f~ UTY CITY ENGINEER l"t. 28176 EXPIRES 3/31/06 DAliE . /\ DWN BY: GOS I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: LMG REVISION DESCRIPTION 38871-A ENC.NEER OF WORK CITY APPROVAL RV\-/D BY: JBR 403-18 OlliER APPROVAL o.,_ _______________________ __,.__ _________________________________________________________________________________________________________________________ ...J N - ~ F Es, 00 w :t 0 z z -w ...J <( ~ ...J ~ ~ 1( "' s 0 M 0 N 0 N 0 ,,, 160 150 140 130 120 110 100 ~ llJ REMOVE EXST . 20" STEEL RW PIPE § i () -~ ' ., ,_ ff) ts -S= 0.1100± . 1lli '- I{ I~ ,~ <o ,_ E Cl Cl ,_ ff) 0 t; ff) 0·•·~ ~ :::, :::, ~ :::, Cl ll: Cl ? ll: Cl () ' ci ,_ ' aj .... !;le ... () "' ,_ le ,_ '-.. ~ ,_ ,_ ,_ ff) (/J ff) E~ ts ts ts ts 1// \ ' (,: <f a ;,., ,_ (/J ts I -----:::-=-------::: :::--------------------------------------:::---~--__ ..., a: i < ---:::: ;..-- .. _.....-: ... - ::: ::-7 I\ \J , S= -V,uTUU -u LJ _:---:r:: .... :} .. sE=Jo~.o[3~3~4c:__7--_2;~~:..:....--7i . a.. <I (:) ~h c:.a.. (:) <-<I l") • ~ a: llJ (/)::,; (:) (:) 1-.: (:) co.. 0 (:) 0 0 Si 1-<J· ,-: ...,. ' ~ ..... ~a: e:: ~ (/)~ 1+00 2+00 3+00 4+00 ------ I (:) ~h oa.. (:) t() (:) 1-<J ~ . ...,. . ~ct (/)~ e:: 24" CML&TC ST/£€1. PIPE /WELD ALL JOINTS} .. f= 0 . .15-63" .... . . ... TEST HGL = 6 JO TOP OF PIPE =XISTJNG AND =/NISH AC ~AVEMENT SURFACE ---=::=------=--------=-~ ------ S:: -I .. 0100 5+00 6+00 . I 7+00 8+00 .... ;$ 9+00 h..:Cl.,. ff)''-.....-. -1 . ,. . fi:· ~ 5~ I t -~,--. ,. . :i ,.., .}. ! ' . •.· . . . •• I -' )~. -/ 10+00 ' .. ... / I .. ~ ::,; (/) § (/) / 1 "( i l (.) \)' ; LL V ) \. :g~ 01.( .~(-c:.o ) . ....:o IQ ) -C\!S:: < .... .,. .. . ..... ~\.J --~ ' Ji "(·(!) .... ~c -scCO . . hllJ .,;._ :t C i' {})Ill (/)...,. ' ' 11+00 160 . . 150 ... .. . 140 130 . 120 ---,__· u :,.: (/) .. ' (/) .~. "C llJ 110 <C -(/) ....... .... ::.. ·~ (/) "( ~ ),. __, c:,O o LL (:)I.( Cl) Oct ~~ c:, LL . ·f-.: 0 cilJ.j "' oa.. , 100 l")~ l")O(! 9 s:: ~ ,._:::, ..... ~-..0'-.J -ct: ,-: ""Ill ----.; h _, ~ ·"( -"( "I;. "1:ll::lll , .. I-. 1-:. hlJJ, Cl.. (/)~ .. (/) <\I (/);:,.....,. h . 12+00 STA 0+40.00 STA 11+32.00 INSULATING FLANGE KIT & PROFILE 2· AIR & VAC VALVE ASSY 12· AWWA C900 PVC 4-WIRE TEST STATION HORIZ: 1»=40, PER CMWD STD DWG NO RECYCLED WATER SEE DETAILS@ @ VERT: 1s=IJ' PIPELINE -SEE DWG C-16 ~ CP-1 CP-1 r... STA 5+50.00 24" CML& TC STEEL STA 8+50.00 STA 11+25.00 ""'J 2" AIR & VAC VALVE ASSY RECYCLED WATER 2-WIRE TEST STATION 4" BLOW-OFF ASSY PER PER CMWD STD DWG NO W7 PIPELINE (384 ZONE} WITH 2 ANODES CMWD STD DWG NO W11 SEE DETAIL (1\. 1 W!]} STA 11+11.86 BC /' ~".~_·_,··.·~·,···l5:= .. ·=·_·::_:_==..,::i~ii..i .. ·._~ .... · .. · ,-i. ii\11\-1_._1;. . .,.· -~·~· --1/#1,. .. •· .... · ,·, . ~ 7 R(W ~---:_ ,:_ ' . :.:, -..,. I -~ ~'-. ··=-'!l'-,of·• :~ ~~~ " ~ --·-··· ;~,~-· ~· ""'· -. _.=c•"" .. ' """=-•"'" ·~.=c.-! '' . ·;:...,~.-~"-.:."',',,---'----_=.._._ '•• ··~ ·=--~· .··_'·-·=·~ ' •.• : •-;=•·9~,t~;j~~l~:~G= -!~L·-. ' ·~ I .. ·· ' llfttt ,, -! '.~ ~ -·--··;-. ·•-·•-··''·' •. --·-· ~"'1/ I ' . ,, . 11 I . -6+()0 7+00 .. 8+(}0 0 • . . 9+00 ·s:t ID+.00' // \ '!' . • -~ _,,-_,__ -·, ' " \s...···"" ·•. ).'--,· . • -7li» I ,,( • . J, '. ' ' -------' --~~ -~ -//. \ -_.J,; I I -...... (/) :-.... ~ ~ .,.cc,_,,;~rl·. l~I· ~~~~~2-.;:. ___ -?b ___ .:..-= .=:-:.. ___ := -s=:c:.-__ -~-:-✓.-~ -::-:=--=--=--=--""'--~-=--:-==-_:__ ~._-=-=-~--=-=--=-~-=--=-.:.._-=.: ____ -=:..-=---=----"=,_~--~-=-----=---_-_E-:__J.= .:.__c_ ~ -----_-. -""' • --. ---:.. --11 -. .;,.~1!, C /"..1:f,,1 -i _ -'kr_~ ~ , ,. I ·~ _ • _ --_. --.---. •• ~---"/=---==-=-=-..=cc.=_-..= ---==c::-...::c-::h --=--~•-!:"""---· -_,-_-_-_-_-_--.---_-___ E __ -_-~---.-:::..·-=.~J"-qti~;= __ i"'_""'_--=/..77 ,,,_'/ :/ _ /c-f-~~~ V) ----r--I-.:"~ -" r 'ic: ~~m --, --=4,T~ -=---: :-=~,=-= ~-=--=---,e ::J"Hp------+--_-_-_-_-_-_-r----::-----_ -,, ---,,,.,,,.,,,~ .. -- - ) 1· --=-------,-II J --I 3"HP ~, ---=---/ ,_,. ,tr--f--€'l"f--: I ---;--, ·"'I,!)-·, "' , /--. --, , , --••• : ... ~ ~ --J( I~: . t . • r I,, , R/W -;--, ~ ----'.'." - , -~ -':-, . . -,_ .-.. ,-,11>t I ;,~ ll"~ I\ : -- f \ \\ \ STD DWG W-4 AND W-9 ------11 / 1/ 1 I 1 /11-· '-11 t/ 1 CURVE DATA 1 1 1 11 1 ! METER 63 --------_ ------,,._ r / // '/ f1 \ /II (TOTAL CURVE) STA 2+10.23 METER 64 .t?,,....u,._____ · '' "' I, , • !::.= 35°44'11" STA 0+40.00 DEFL= 44°54'0'""'LT STA R 122000' ,,. 11+30.00 = · Nt,983,082.23 Nt,983,090.71 PLAN 24" CLASS 150B L= 760.93' E6,237,493.95 E6,237,654.70 t"= 40, STA 8+27-00 CONNECTION TO THIS RECORD OllAW1N6 HAS BEEN PREPARED, IN PART SASEO UPON 2 " IRRIGATION SERVICE EXST 20" RW P'PE'L'•''E INFORMATION FURNISHED BY OTHERS. l'IHILE THIS INFORMATION IS LATERAL PER CMWD BUTTERFLY VALVE DISCIPLINE DWG NO C-3 " /lV. STD DW,., W-4 AN,D W-9 SEE No T,'E 1 BEL O W BELIEVED TO BE RELIAllLE, PllSaJ CANNOT ASSURE ITS AtcURACY, ANO '-' THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS OOAWING SEE DETAIL @ OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED ~ CITY OF CARLSBAD ~ t---t---+----------------+---1---+--+--l L1._J ENGINEERING DEPARTMENT ~ CD-1 INTO IT AS A RESULT, THOSE REL YING ON THIS RECORD DRAWliG ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. :===::.::::========='..::::::::=::: J:Ml'.ROVEMENT PLANS FOR: Nt----------------------<0 NOTES: s. ~.,.._,<!': '1'< "i, "AS-BUILT" CWRF PIPELINE TO "D" TANKS REACHES I a 3 POINSETTIA LANE ' z ('J in w 0 ' N 0 ' N 0 ,,, N '° ' N "' 0 CL ms 175 Ceille Magdeilenei, Suite 101 Enciniteie. CA 92024 (760) 753-1120 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELIN.ES PRIOR TO NEW PIPE FABRICATION AND INSTALLATION. i!> -z O, 46127 rn , . 12/31/06 ~ v11> -• DATE PLAN & PROFILE -ST A 1+00 TO ST A 12+00 APPROVED WILLIA~LUMMER r,,:,ni.:Tr,~.,f-z;;--.-;a;:--o:;tii,'r""'---------+--+---+:::-.c--.+-~:d..l.&::1/L~--.,.,,. ;f ,. :r -;$,-Z7-Q7 i--------------------1 Q/05 PBS&J AS-BUILT DEP)JTY CITY ENGINERF28176 EXPIRES 3/31/06 DATE ( RE~EW~ED, BY, )J I\ I L t ,, ,,... DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: GOS PROJECT NO. I DRAWING NO. iNSP~1~.. "f~ -DA;;c,, ENGINEER oF woRK REVISION DESCRIPTION f-o-T-HE_R_A_P~P-Ro_v_A_L+-c-1T_Y_A_P-'-P-Ro_v_A_L-1 2~~D s;~, ~ 38871-A . 403-1B --<--_ .. , .,;) ., ,....-· 0 170 160 . 8 t a:: 150 ' ., 1-. E 140 24-" CML& TC $T££/ PIPE {WELQ A4L JOINT-"' . '"' --t: -o .. '.5:63"# ---..... TEST H( L = 600 r TOP OF PIPE ---------------:::------- .. .<: Q 1-. ;": 1-. (/J .~ l - 130 --i::-- --t:-== :::: :: :: :::: :: :: :: ::::C::.-/ - 120 110 100 C C ti 1-. . " ~ I ~ > ~. ' :i : -' ) C H 12+00 13+00 14+00 15+00 16+00 '" ,: a v 0 N 0 N 0 "' Nl-------------------------<O ' z '" iii w a ' N 0 ' N 0 "' N <O ' N <O 0 175 Calle Magdalena, Suite 101 Encinitas, CA 92024 (760) 753-1120 STA 12+00.00 4" BLOW-OPP ASSY PER CMWD STD DWG NO W11 NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELINES PRIOR TO NEW PIPE PABRICA TION AND INSTALLATION. Q (/J . ,,_ () a: ~v,,.. ··-A A,11""\ ' ... PINISHAC PAVEMENT ·suRPACE 17+00 PROFILE HORIZ: 1"::40' VERT: 1#=8' B. !!l ., . m. No. 46127 a: Exp. 12/31/ 24" CMl&TC S·TEEL .PJp£.fWELO ALL JOINTS} · ·· t= 0: .. 1:14.5" ·· ·· TEST HGL = 800 . . a:: ~ ~ & <c ' - 1-. (/J 150 I ,_ EXIS .. IfN. G Af'i!D FINISH AC PAVEMENT SURPACE . . r TOP OF PIPE t.:i 150\ --·,_,_----- 140 18+00 19+00 STA 20+48.00 2" AIR & VAC VAL VE ASSY -· ---· --.::: ::::: ----------:::::-- :,.. C/) C/) -c· ~ . LtJ ::,.; . ·~ :,.. <::>9: cct ti ill tr:, I- ~--h. <\I i:l: "C. I-;. C/) <\I 20+00 STA 20+52.00 I -.: . ' Cl) ::,.; Cl) ~ ·"C c::>l.J.. (;) "O clJ.: ..,. ~ C\10 l<"i.tt tr:, t:;: .. ~. ~:lt <\I '.j (\j·~ s,;:lll "C .(lj. b, I-IJ.i Cl)..,. C/) co PER CMWD STD DWG NO WT----.._ 4" BLOW-OFP ASSY PER CMWD STD DWG NO W11 THIS RECORD DRAWING HAS BEEN PREPARED. IN PART BASED UPON INFORMATION FIJRNISHED BY OTHERS. W!lllE THIS INFORMATION IS BELIEVED TO BE RELIAIILE, PBSBJ CANNOT ASSURE ITS ACCIEACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING OR FOR ERRORS OR OMISSIONS WKCH MAY HAVE BEEN INCORPORATED INTO IT AS A RESLU, THOSE RELYING ON THIS RECORD ORAWING ARE ADVISED TO OBTAIN INDEPENDENT VfRIFICA TION OF ITS ACCURACY BEFORE APPL YING IT FOR ANY PURPOSE. "AS-BUil T" v-~&&. s-lc-ob P.E. 46127 EXP. 12/31/06 DATE 9/05 PBS&J I , AS-BUil T REVIEWED BY: W~lr .... I l\ t-tt;.ot, DATE lNITIAL REVISION DESCRIPTION INSPECTOR r () .ENGINEER OF WORK DATE 21+00 · 190 1-. ~ . c:i i1 180 160 C ~ C tii-CJ) . I() Q_ C 150 ~ ,. C <\I ,;:'. .. I- ~ct ...... C/) ~ ~ . . 140 . . . . 130 22+00 23+00 DISCIPLINE DWG NO C-4 I S~ET I CITY OF CARLSBAD SHEETS 115 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I a 3 POINSETTIA LANE PLAN & PROFILE -ST A 12+00 TO ST A 23+00 APPROVED WILLl~~MMER ~~ ~ ~ r '-;:i ....._:~~ ;;z.,_.-:,:a.-;/~-, ,,. ,_ ,_. ~f'!Z" DEPUTY CITY •ENGINEER PE 28176 EXPIRES 3/31/06 DA"lt ' • , OWN BY: @S I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INlTIAL CHKD BY: LMG 38871-A RV\,/D BY, -403-1B OTHER APPROVAL CITY APPROVAL a..._ ___________________________ L------------------------------------------------------------------------------------------------------=-------------------==========:.J N r ~ L_ __ -r ' L ' r C- I ~o 00 w I ~ z -w ..J <( Cl () 00 s ..J I-<( I-~ (l Q ~ C, "' 0 ~ 0 N 0 N 0 220 Cl (f.) Cl. G Q:: 210 ' :2 h E ).. Cl) Cl) SC 200 ~ -' --~ "'t(.) .... "C _o;:,. " 190 ... CO(! <") 180 160 23+00 STA 23+79.14 -24H PIPELINE= STA 0+00.00 6H OUTLET 6" CML& TC FLANGED OUTLET N1,984,045.55 E6,239,524.52 (f_ PIPELINE CURVE DATA (TOTAL CURVE) -- -- ~ ..... ~ ).. it !l:: ;,.. i::: I--::::, -' Qj C I() <'II " $ ..... <\j oO ... ~ <") 24+00 ,__ g Cl -~ ,_ (f.) ><: "' - - { EXISTING A VD r TOP OF P(PE FINISH AC PAVEMENT SURFACE ------;,.--:i::-----::::----------::::- -· --------------::::--::::------=:,: __ ' __. ----- 25+00 26+00 27+00 STA 23+79.14 2H AIR & VAC VAL VE ASSY PER CMWD STD DWG WT STA 27+45 -....... --\ } 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG WT 25+00 ----2&+00 ---27+00 -;~ ~0,L--,<-B 'I\-,--_,__ .,... 4n DI FLG x MJ ADAPTER--------: "_:_____ ~·-----· STA 0+03.46 _ 2H BLOW OFF ASSY PER - CMWD STD DWG W6 4H C900 PVC RECYCLED WATER PIPELINE (384 ZONE) (SEE PROF DWG C-7} METER 48--~ STA 1+40.00 2" IR SERVICE LATERAL PER CMWD STD DWG NO W4 AND W9 II II II 1 A(;P_. _ __ ___ __ '-·W--·-·, _____ -w-------- , ~---_:· __ -_~~;-_--·.c'_-~-----_~;·:~Ajf;"";=·--~~~-:~;-~: b~~~- 11 1: Ir / ---~~'1:'t"_':":::c:srfk-24-; i-oi!~ti:-c-;; ---__ -__ -----,----.,,.....,..._ ~ ;: !~-:~r 1;0B t -t-1 BUTTERFLY VAL VE I I~ AT FLANGED OUTLET I 11 ~ \_6nx4" DI FLANGED REDUCER I ----------METER 47 11 I STA 1+13.50 2H JR SERVICE LATERAL PER CMWD STD DWG NO W4 AND W9 STA 1+45.00 END PIPELINE Nt,983,934.20 E6,239,617.39 --~ ~ACP ----~+1'------------~ ;~ '+--/ :.~~ :·:Pf= - METER 66 ~1-------------------------<0 END CAP AND THRUST BLOCK PER CMWD STD DWG NO W15 2H AIR & VAC VAL VE ASSY PER CMWD STD DWG WT ' z C, iii w 0 ' N 0 ' N 0 m -N <O ' N 175 Calle Magdalena. Suite 101 Encinitas. CA 92024 (760) 753-1120 NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELINES PRIOR TO NEW PIPE FABRICATION AND INSTALLATION. 24H CML_& ~c STEEL PIPE (W!iLO AL JOINTS}- ,, t= .0,1345H -- TEST HGL = 600 - ' - / ) I ~ ~-~ !<) . ., "' . ~,: --::-,_ Jl. (f.) J.: -f 28+00 PROFILE HORfZ: 1•,.40• VERT: 1•,,_a' PLAN Cl C ~ ti I-- 100.. ~ ~<l ~ <II I--~ ;s ffi Cl) :,. e: 1-J . y& .LLJ I-' -i ~ - -' I <o ' ,_ 210, ,,, '1) ><: ' I -----~ -----i.-----i--·vs - Q4~ -...-S= o. ---,-- 200 --I ----I-'- ).. (/) C/) SC ·l!J ~ :,. ..... ).. ..... ~ Cl) _::,; - .).. " co c-.1 : LL c·· cl.L l( ~~ ---r:i:: -C) ~-~ : I() -~-i--0(! ... I--~ 0) -Ol::::, C) <'II r:i:: <'II "" . "Csc ~· -• Qj I--' "'t t ' C/)C\i C/) <\t -"'t 29+00 30+00 31+00 STA 29+58.00 240 g Cl ~ ,_ - ·(f.) ~ 230 220 210 200 ' 180 32+00 33+00 34+00 STA 29+43.00 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG W7 2-WIRE TEST STATION WITH 2 ANODES SEE DETAIL (1\ ~ THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED UPON INfORMA 110N FURNISHED BY OTHERS. WHILE THIS INFORMATION IS DISCIPLINE DWG NO C-5 BELIEVED TO BE RELJA!ILE, PBSaJ CANNOT ASSIJRE ITS ACCURACY, ANO f---,-----,-----------------,----,-----r---~--,-----~---_;-_;-=-=-;;:,::"_-=-=-=---~;;-~-~-=-=-~-=-=-~-~-=-~-~~-:_-:_-:_-_-~---, THUS ts NOT RESPONSIBLE FOR THE ACCURACY OF THIS DRAWING I---+---+---------------+--+---+---+----, I SH9EET I CITY OF CARLSBAD OR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEN INCORPORA TEO SHEETS INTO IT AS A RESULT, THOSE RELYING ON 11-15 RECORD DRAWING ARE ENGINEERING DEPARTMENT ADVISED TO OBTAIN INDEl'ENDENT VERIFICATION OF ITS ACCURACY ::::::=='....::::==============':.':::::==:::: 115 BEFORE APPL YING IT FOR ANY PURPOSE. "AS-BUlL T" P.E. 46127 EXP. 12/31/06 DATE IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I a 3 POINSETTIA LANE PLAN & PROFILE -STA 23+00 TO STA 34+00 "' ~L_ __________ _j_ ______________________ --====================================:::::::==============================::::'J - N ' -- ' t I [' ~o Cl) w I 0 z -z -w ..J U) <( 0 0 -Cl) ~ ...J ~ <( ~ i:E 0 )4" CML&TC STEEL PIPE WELD ALL JOfNTS------24" CML&TC STEEL--JIPE (WELD ALL -JOINTS) ------------- ' -t= 0.1345" -----------------f= 0.1( 46" ------- ---- TEST HGL 6( 0 -.J TEST HGL 600 = '."C = -ffi ----0 -- i--; Lu ~ ' ffi -- ----'."C G:l i-.: ------270 ------.J -'.'C :,:: 290 - ~ ;:;; «: .,. ~ 0 E ~ C) :::, C) I-_ ~ i::-I, i::' - Cl -~ -.J ci s: ct (/) (/) '."C ' .r-. EXISTING AND G:l ~ "-ffi Lu ' ffi rTOP( F PIPE ~ :,; ' --FINISH AC ~ + ' ~ ~ -- 1--I-"-"-"' 0 ;::: PAVEMENT SURFACE ---"' i--; -I-..... {') I-..... I-I-~ -'."C {IJ ~ ~ {IJ {IJ (/) ' {IJ I 260 "< :'C -?:< ?:< ;';'\ ?:< 260 ---.J (/) 280 "' ' (/) 9 Q "" --~ --::: :::: ::: ::: ;_:::::: ::----C) s: ·I:' - ----~-ri XISTINGAND --::::::--1;'t 250 240 230 I 220 210 - ---:-::: ----/NISH AC ------i:::: ------A VEMENT SURFAC C -----_..:·::::-- --:: --:::-------------- TOP OF PIPE ------~ --:::------~ 1--:::-------,------------v--;;: 0.0143 ----------I ---:::--A{1/--::: ::::·----::: ---~--------~ --:::::--O· _.;-__ --S" ----)... ----------"' L --~ -----------S= 0.0037 "' ---'."C --:::---~ ---::::------"" ~ -~ ---.J )... -- -~ n489 -~ ' :,c-"' 10!:.5 -!;;= v• ~ -, '."C I "--)... ----C) oo -~ -.J otf: <:) <:) o.:q: ~ -C) C) -LL <:) C) C!) ::::!E cih co$ ci (t I 9-Q .cih cih <:) l,lj (\j C) C) :.:::-----<oil.. C) oO ~ _..._ ~~ I() fl.. C) C) fl.. I() .:!:.-0 K~ l-~<I -di-0 ~-~ I~ -:? -~Q ici -~--<') -<':l(t <': -(') --<')-. a:: • -~ I • "" :sc"<: ' :sctll (\j (\j C) ,. ~tt ~ ~Iii ~ffi 5 ' ' c::i C') !QI---, .. h "'~ ~ i--;' ~ i--;' ~ Cl.. C) ( C) "'"" "' (/)"t "' ::,; u,::,; ..: !-iJ i-) "-Cl.. _, fl.. ~-0 C) I() !.i.'.i ---~ >-0 ~ .!O .!O <ti~ :::!· <':l ..._ I') '1--I') IV) -r-,: -"" "" C) ~ ~tt : $ + .!JJ Cl.. '!l- i-::: I') -, ' l Cl) :SC i--; "' ----- - - -- 34+00 35+00 36+00 37+00 38+00 39+00 STA 36+50.00 2-WIRE TEST STATION WITH 2 ANODES SEE DETAILffi W5} STA 37+88.00 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 -~ STA 37+52 STA 37+10 UNKNOWN UNKNOWN LECTRIQ_/Jof,. ELEC TR/CAL----;:_,~.,_.....,,:._~---~-~. -. ."• , -. ----·; i --· STA 37+90.00 PROFILE HORIZ: 1•=40' VERT: 1•=8' - - - S= 0.0325 -250 , If' ~ } t 260 /~ --::::::---- S= 250 - 40+00 --40+00 ff. PIPELINE CURVE DATA ------_;...------::==-------- -- -- 0.os25 --- -- - -- -~- ~- ,-.. .. --,,·· .'v ~-"" . 1--gll.. C) C')Q: C) ..t<I ~o r-,: .... :i:: 'I-h ~ ;5ffi ~,Q ~ t;~ (I)::,; 41+00 24" CML& TC STEEL RECYCLED WATER PIPELINE (384 ZONE} ----- _,..~ -- -+ gg (\j 'I- ;5 ~ --!:!l v, "" ------===i =-"" --=----===--------~-,..J :;t - -.::==-------------===-=-: ' -====-= -----.;._.::::=~;...----- $= 0.0225 - - - 42+00 - C) C) ci!-- Oil.. C) ..;-0 I() ..,: 'I-h. -.~ ~i;ij "'::,. :e: -- 43+00 4" A WWA C900 PVC RECYCLED WATER PIPELINE (550 ZONE) SEE DWG C-20 - ---- --- S= 0.0125 -- - - C) C) ci i-:. Oil., ~-0 "I' f-- ·~tu -"'::,. - 44+00 STA 43+50.00 2-WIRE TEST STATION WITH 2 ANODES SEE DETAtLffi W5} e " I ~(.) ~ C!) / I C')_~-- C')~ o·•~- C') C5 ~-~ * . ~ C) C) Cl) "ii -~ ~ -- 45+00 270 -- 260 250 240 --- 230 24" CLASS 150B BUTTERFLY VAL VE (TOTAL CURVE} C, s Cl <D () N 0 N 0 STA 35+07.78 B Nt,984, 764. 00 E6,240,394.95 "' Ni-------------------------<D ' z CJ "' w Cl ' N 0 NOTES: I I \ WARNING OVERHEAD ELECTRICAL LINES METER 51 STA 37+70.00 2" IR SERVICE LATERAL PER CMWD STD DWG NO W4 AND W9 ' N 0 "' N <D 175 Calle Magdalena, Suite 101 Encinitas, CA 92024 (760) 753-1120 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELINES PRIOR TO NEW PIPE FABRICATION AND INSTALLATION. ' N "' 0 PLAN <I' o. 46127 . 12/31/06 !).= 22°20'11" R= 1615.50' l= 629.79' THIS RECORD IX'lAWING l!AS BEEN PREPARED, IN PART BASED UPeN INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS STA 41+37.57 EC Nt,985,061.27 E6,240,.945.65 METER 53 DlSClPLINE DWG NO C-6 BELIEVED TO BE RELIABLE, PBS8J CAMlOT ASSURE ITS ACCURACY, AND 1----,----,-----------------~----~-----~----------------_._----1 THUS IS NOT RESl'ONSIBLE FOR THE ACCURACY OF TIIIS DRAWING 1---+----+----------------+---+------+---+----I OR FOR ERRORS OR OMISSIONS WHICH MAY HA VE BEEII INCORPORA TEO INTO IT AS A RESULT, THOSE REL YING ON 11fS RECORD llRAWING ARE ADVIS£0 TO OIHAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPL YING IT FOR ~y P\lRPOSE. "AS-BUILT" 46127 EXP. 12/31~06 DATE INITIAL DATE INITIAL DA TE INITIAL EN:GtNEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL LI[] CITY OF CARISBAD SHEETS ENGINEERING DEPARTMENT 115 0 IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "O" TANKS REACHES I 8 3 POINSETTIA LANE PLAN & PROFILE -ST A 34+00 TO ST A 45+00 APPROVED WILLIA~UMMER A,?,<?/4 -. /; _ re. 1-?,ha/46 DEPUTY CITY ENGINEE~8176 EXPIRES 3/31/06 OATt DWN BY: GOS I PROJECT NO. I DRAWING NO. CHKD BY: b!!G 38871-A RV\./D BY, ,!1!B 403-18 "------------------------------------------------------------------------------------------------------------------------------------------------------...J L ,.,, r ~ 10( '-- r -l.. -L N r ' r ---"-)/ '-- ' [_ L r ' r r r - ~o CJ) w I 0 z -z -LU ...J <( ~ -~ ...J C <( C ~ .. I- if ,. Cl 0 CJ s 0 ~ 0 N 0 N 0 cr, 290 280 270 260 250 240 230 . . . 45+00 24" CML&TC STEEL PIPE (WELD ALL • 'OINTSJ .. . f= 0.1046." . Tl ST HGL = 600 0:: 0:: tu ~ . f-' . ··~ (/) ,__ $ ,__ $ ;; ' 290 a. 6 :::, ~ iS a. g ~ r Q Q Q ,:: 0:: ~ Q «: ·~ «: Cl tu 0:: TEX STING AND tu tu iil (/) • • ' ' ~ ,. !=IP SH AC PVMT ' i:i:l ~ iil ~ ' ~ "' ,. ,__ "' ,__ SU '=?FACE ,._ ... ,__ ... ... ... ,__ ... [ ~ ~ (/) (/) .~ (/) ·~ ~ ~ ~ ~ ~·· tu tu 280 270 260 250 240 230 46+00 47+00 48+00 46+00 PROFILE HORIZ: t•=40' ,-,--,-v---~v-v~v-v-~~~ VERT: 1"=8' STA 46+40 2• AIR & VAC VAL VE ASSY PER CMWD STD DWG NO Wi'. 4• A WWA C900 PVC RECYCLED WATER PIPELINE SEE DWG C-21 STA 47+52.79 DEFL= 6°47'53"RT Nt,985,246.20 E6,241,532.31 STA 417+82.79 Nt,985,260.71 E6,241,556.18 CONNECTION TO SEE DETAIL 5 EXST 24• RW PIPELINE SEE NOTE 1 :;:JW STA 47+67.79 -t DEFL= 45°00'00"L T Nt,985,230.29 E6,241,491.95 STA 47+62.79 Nt,985,250. 01 E6,241,546.81 STA 47+62.79 13' RT PLAN Ni-----------------------.... <O 24" CML& TC CROSS Nt,985,248. 7 4 E6,241,541.98 SEE NOTE 1 BELOW SEE DETAIL (5\ 2· AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 SEE DETAIL W ' z " Cf> w 0 ' N 0 ' N 0 cr, N <O ' N "' 0 175 Calle Magdalena, Suite 101 Encinitas, CA 92024 (760) 753-1120 ~ ~ NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELINES PRIOR TO NEW PIPE FABRICA T/ON AND INST ALLA T/ON. 47+00 48+00 48+00 ' THIS RECORD DRAWING HAS BEEN PREPARED, IN PART BASED IJPGN INFORMATlON FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, Pl!StlJ CANNOT I\SSUR£ ITS ACCURACY, AND THUS IS NGT RESPONSIBLE FOR THE ACCURACY 0F Tli!S DRAWING OR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT, THGSE REL YING ON TI-IS RECORD llRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERiFICATIGN GF ITS ACCURACY BEFORE APPL YING IT FGR ANY PURPQSI;. "AS-BU.IL T" c9 -~/> c--3'-3c,-cc;; P.E. 46127 EXP. 12/31/06 DATE 9/05 PBS&J REVIEWED BY, ' W~!~ l-llf-oB DATE INITIAL ENGINEER OF WORK INSPECTOR ~-~ DATE 200 190 180 .. .. 170 160 150 140 r>• FLG. BFL VALVE . i"x4" FLG DIECC RDC ,. DI !=LGxMJ ADAPTER .. I ·a. Q -.: ' ~ ... 4• CL ~0 AW IIIA C900 PVC PIP - --~-1--CJ) ~ EXISTING AND· FINISH AC p.V; "AT SURFACE TOP .OF PIPE, ~· tu rTOP OF PIPE ·l . __ -. --:::--!-.-.----:::--·-- -·-= =1-"IJLJ..-- -::: - -, "I· -......, ----- I I o+oo • " " ' ..J Q:: QJ I-: SC ..J 1+00 PROFILE HORJZ: 1"=40' VERT: 1"::8' , NOTE: SEE DWG C-5 FOR PLAN VIEW 2+00 200 190 180 170 160 150 140 DISCIPLINE DWG NO C-7 L!iJ CITY OF CARLSBAD SHEETS 115 1 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I 8 3 POINSETTIA LANE PLAN & PROFILE -STA 45+00 TO STA 47+82.19 APPRO~ WIL~M s_ PLUMMER /2 AS-BUll T ,. l§li!_ _/,-J - -'/. /~~ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DA - II\ DWN BY: GOS I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INlTIAL CHKD BY: LMG REVISION DESCRIPTION 38871-A OTHER APPROVAL CITY APPROVAL RV\./D BY, .BR 403-18 "-----------------------------------------------------------------------------------'-----------------------------------------------------------...J 100708_ __Q 00 w ~ ~ LU ..J <( • ~ '~: .... I ..J Sl. . <( ! .... , .... U'I 5 u :r: " a, -... -X I (\J 0 " 0 (\J u °" "' 0.. V) _J °" "' u X I (\J 0 " 0 (\J V) _J ~ f-::, X I (\J 0 " 0 (\J z CJ ~ _J "' X I (\J 0 " 0 (\J 120 110 100 90 80 70 60 6~ CL 200 AWWAi C900 PVC PIPE 6" CL 200 AWWA 900 PVC PIPE ) TOP OF PIPE . . . EXSTING AND . FINISH GRADE '-' ltj <o k -!---I--- (/) (/) . (fJ .~ ~ ~ I ------------------- .,,. 00 ··.§? 20.0 ' VC §: Q'J 80.00' VC 1+00 2+00 METER 1 STA 2+90.00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG NO W4 AND WB STA 1+76.69 BC Nt,987, 752.65 E6,235,457.17 STA 1+02.00 2" BLOW-OFF ASSY PER CMWD STD D WG NO W6 ' ST A 2+54, 14 PCC ------ lJJ C) (.) a.. 3+00 k (fJ GS -C) ·~ • 'I- ~ Cl) ::,. El. a;i 0. Q C) C) 'ti 0:: "-O} • • '° " "I-C> "' k ~ (fJ 2: GS ci) .. 10.00' VC ;:: ::,. Q Lu ~ a: C, ·~ C) I(} ltj <ll;) O} (/) ... <") C) "I-'""' ::,. "( C I-a.. <o (/) I-k .<f) GS --ff'' DIPPED AND WR PPED QNE-FQURTH0 /NC:H · HICK WELDED STEEL PIPE NO JO TS WITHIN 40' OF OF·HEALTH SfRVl9 S CRQSSING STANDARDS 10.00' .VC Cl ~ .. QI<) (.) 1-:s; 1-:s;-::,. Cl)-~ s {() ~ :s: Q'J :::, '(.) ~(.)() -0:: C) .C) •. (.) ::,. lJJ C). a: ltj s: ~ 5+00 6+00 I 20.lJlJ. f IIC 1 7+00 (J ::,. 2 0.fJO' Ill vc g 8+00 (J ::,. l!J too 120 110 9+00 STA 4+72.66 4+00 DEFL= 90°00'00"RT 1,987, .5 STA 6+48.38 PCC £6,235,637.45 . STA 6+04.55 BC STA 7'+25,(jfJ ?+tf,00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG NO Lt. PROFILE THRUST BLOCK PEH •. · • Nt,988,013.96 CMWfJ STD DWG NO W15 E6,235,761.27 ~ -----___ : .2.¢"" RQ~ . -··. --_ . ~( J :-~ ~ :_,. -~--;~:-·---: !!19 -t~~"~:9 · Il,. W 4 A ND W 8 ,-../.....-' ·METER 2 HORIZ: 1"=40' VERT: 1"=8' STA 7+45.63 EC N1,987,030.84 E6,235,900.27 STA 8+26.48 BC N1, 988,024.26 E6,235,98O.86 S 0.00 STA 9+61.91 PCC CONTRACTOR SHALL RESTORE EXISTING SPEED BUMPS TO ORIGINAL CONDITION PLAN METER 3 STA 7+30.00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG NO W4 AND WB 6" A WWA C900 PVC RECYCLED WATER PIPELINE ff. PIPELINE CURVE DATA .D.=8°33'54" R=430.05' L~64.29' ,§ i :: Q . ~ ...... . ~ ST A 9 2 1, €HJ cf+t6, 00 . Ci)' ( 2" MAR VAL VE ASSY STA 8+90.77 PCC t' PER CMWD STD DWG \ NO W6 " STA 9,25.00 9-f2{), 00 4. REFER TO DWG CD-8 FOR METER SCHEDULE. r 6" GV W/ VAL VE BOX 30.00' 10+00 5. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED\ ASSY PER CMWD STD 10+20.20 PCC ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION\'-DWG NO W13 AND W16 COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE )' LESS THAN 9 FEET. I STA 9,26.@0 9fZ2.00/ 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND 4" A WWA C900 PIPELINES PRIOR TO EXCAVATION. PVC RECYCLED 2. END CONSTRUCTION WITH END CAP AND THRUST BLOCK PER Cl {/) & lli a: . s s: <o liJ - 1--. a. {/) ·>< C) IJJ a: ~ .. " "' 1--. (/) "' . . :J0..110' VC 11+00 0:: 0:: ltj "' k '-' s: ~ k C) ltj ·~ ::, (fJ ::, Cl Cl Q Q ,.J C) .ltj (:) ::,. k ::,. en ·(J. (J O} ::,. ::,. "Si-en lJJ C\i. "' "' C, C) C) ... "' 0) -"-~ ... co --"I-(/) -~ .SC· Q I-2: (/) I-C/J 12+00 ' ' ' "' <") 0) :::!: a.. I- .. --I -,;;..-· . ",,J ' :,;;~ ;.~;,; 1- C/J STA 12+99 EC 170 160 150 140 130 120 110 100 ST A 12+94. 00 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 00) Nt,988,235.53 ~ E6,236,372.03 THRUST BLOCK PER CMl-1.I D STD DWG NO W15 _____ ,,____,,_- METER 4 rt_ PIPELINE CURVE DATA .D.=12"46'50" R=394.03' L=87.89' ------CONTRACTOR SHALL RESTORE EXISTING SPEED BUMPS TO ORIGINAL CONDITION DISCIPLINE DWG NO C-8 CJ WATER PIPELINE_ CMWD STANDARD DWG NO W15. ~ E SEE DWG C-11 3. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 6" PVC 6. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS ~ \ 2" BLOW-OFF ASSY fSHili1 CITY OF CARLSBAD SHEETS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE '') PER CMWD STD DWG , ~L_!U=2=='-'===E=NG=l=NE=E=R=IN=G=D=E=P:::::AR:::::T:::M:=EN:::::T==='-'==1=1=5= g~i------------.....;M.....;A_W.;...;.A.s ..... P_E_R.;....;C_M.;.;.;.;W~D;....;S~T-A_N_D;;.;.;A_A~P....;;D_w.;..;;;;G.....;N~O....;.W_4.;..,;,A_N_D ___ w_s_. ___ _ u -COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT 1 ____ __.:::.,~N~O~W::=6:;:;-:=,..t:....__L:=f'='-· ====~====~==============================t====⇒=====t=====~===~ IMPROVEMENT PLANS FOR I VJ (\J 0 t--. (") Oo (\J 0 / (\J (\J 00 / (") " 0 s::: (\J ::, ".'.'.-, I)_ 175 Ceile 7. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND ~ CWRF PIPELINE TO "D" TANKS GUTTER AT LocA TloNs oF ENcRoAcHMENT. "A.S-BUILT" REACHES I a 3 SEA GA TE ROAD f:i!l(-:ill!)!IRlUG Q . lf,_ /2 • , , ?-]o-o,:;; PLAN & PROFILE-STA 1+00 TO STA 12+99 ·flilll. ,rt;-~!fl/.l .JM/fl!!/3 IN 11iEH Pl!e>NS, 111 PW, BASEi> !RIil c '.1, _ 7 I , Magdalee1a, Suite 101 ~"!!':'':OW.!°J~!Sle.8Y OT!IERS. lffl!ti: ffil& ~Tlll!ll 19 P.E. 'TU'/2. EXP. fl 3/ fO(,, DATE APPROVED WILLIA::=?!LUMMER ~'"::·,;,D__._0,:';..~PIS,J CAi>/,lllil" ASSl.lllE ITSACC!J!!"ICY. ~ . w4; r-: ~ .... ,.ri,--7 -:7z,a1 EncniZ::i~of~s~2 ~!'c~ "~''·'.;:k•,1!{,,.,,)l\;Sl!URll!fflEA~OFTifi~!mAWlll!li REVIEWED BY, q !os PIJS. J f!S-!3U!LT DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE Cc\: L 12396 woRLD TRADE DRIvE. sulTE 312 ffii.~~~5 1. ~,~t~r~~~ :;:~ ~= .""1; n , 1 · .fl • , ~ MAI 1...-1 l!::_ ,,✓,, DATE 1N1T!AL \ oA,c: 1N1T1Ac DATE 1N1T1A.L ocwHKNDs;Y: ·. DG/~~/Mc PROjECT No. I DRAWING .No. !2 ~ . SAN DIEGO, CALIFORNIA 92128 's";. ,.';-;,. TO "!>!;.Ill~ l/ERIFICATION OF ITS AC:Cl!iVCI' f(IP'S'' ~ vUu,w> ~ 7 vv REVISION DESCRIPTION pv·• 'D -Ev.. PH 38871-A 403-18 .-, <I: ENG I N E E Rs IB58)61B-1704 Fa.I858)618-5463 · !:chmo i!dl Y!l!G IT F()~ AMY FUflPOte. ,/ INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL w ~~L ____________ _JL ______________________ _L _________________ _:_:==:_ ___ !,_ __ _.:_ __ ::...._ _ _::=========~=====:::::====:::::::==============::::'.:====:::::====:::::==================::::J L - ~ ~o Cl) w I 0 z z w _I <( 0 Cl) _I <( z 0 ~ u I " "' -" -X I (\J 0 " 0 (\J u °' <[ (L "' _J °' <[ u X I (\J 0 " 0 (\J z L'.l -_J <[ X r (\J 0 " 0 (\J "' _J -f-::, X I (\J 0 " 0 (\J z L'.l -_J <[ X I (\J 0 ;-.. 0 (\J <[ I 0 a f- l X I (\J 0 " 0 (\J "" u 0 _J "' :::: f-0, I " (\J oo -" s:: 0 -(\j CIC -w"' (/) l.. =>w CIC X ,,; w ~ f-3' <[ AA 120 110 100 90 80 70 60 50 6" AWWA C900 PVC RECYCLED WATER PIPELINE -SEE D WG C-8-----.... STA 1+00.00 Nt,987,694.68 E6,235,444.36 CONNEC T!ON TO 4" AND 6" RW PIPELINE SEE DETAILS0 &Cf:j ~~ 4" A WWA C900 PVC RECYCLED WATER PIPELINE -SEE DWG C-11--··-~ CG\ 7 L 12396 WORLD TRADE DRIVE, SUITE 312 / SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S {858)618-1704 Fax18581618-5463 ' '. 1--P '' 1+00 ms ·\~~r .. ~--.!b,-... _ _,,_.~--..,..- & '-() ::, a . i [D ,_ '-(/J )( tu --------------------- · 12,00'VC i 2+00 3+00 12" I-. I-. () () ::, ::, a a () ,. tu h G:l () h. i-. i:j -- 200 AWWA C900 PVCi PIPE . ! ' I .. EXISTING Ai(,JD · .. FINISH SUR/tACE . i TOP OF PIPY=. I 4+00 5+00 Ll.i C) () o-S;: tci a:: <") IJJ ... Cl) It) a:: PROFILE STA 1+00.00 BC STA 1+07.00 HORIZ: 1H=40' VERT: 1H:8' 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 rt_ PIPELINE CURVE DATA .ts, 15°24 '20" R:557.27' L=149.84' STA 2+49.84 EC N1,987,66f;~~ / E6,235,59~ 12" A WWA C90p PVC RECYCLED WATER PIPELINE 11e-----~ ' .... • RIW 175 Caile !\~agdaiena, Suite 101 Encinitas, CA 92024 (760) 753-1120 I ~ tlll 'lllll!IG: TNiS l'l€COO& llMIIIIII& HM &II l'lll!PAl'l9. If Wiffl', !1Ai!1!D Ni fl!A'lfllU.TION ~ l!.Y OTIGlS. \ffilU' 1'lllll ~i:IOll 11 BWE\,'oD m ilE l!El!Mi( ¥$ii & J CAWlOl' .wAAll: !I'S lli'.100!!4CV, ~ T!lJ~; ,s !ill; ~iir(li~ FOR TI£ AOOJ!!W. Gf ntl~ ~ DR FO~! i:1'51ilf11l OR OHi S ll!li WHICH.W,y ~VE ll!t'"a! ~ ~;ro IT •.S I l'le!'J!.T, mlillE Ra l'lllii OIi ffl!l ~ ~'i\'1,'111, ARE .,\D\<::clft i'O (i''ffMl Ill~ ~TIO!! OF Ill ACC'~C( Si,fQ:i'iG Al>!'LV!!IIG IT !'QR AIIY PIJRPOSI. PLAN I o:i C) .'<) ·~· "-.. <o 6+00 STA 6+96.94 2" MAR VAL VE ASSY PER CMWD STD DWG NO W6 co '-0 ,-,,:. 0, $: .oo ).. [./J .[./J SC 2(). (J(J'VC ·.·· r so. oo'vc lu C) It) ·<Q 0, ... <o I I I' ' ' ,.,._ i "'I' loci 10) ' . CQ IJJ C) C) '-0 'O ,..: ·,-< a .,._ <") ... 'SI-... "-<ti "- [./J ....: Cl) . (.) (.} ·o::i iJJ '<I' 'SI- 0, 0, <o 0 c:i .,._ <\J 'SI-<\J <o '-0 c:i . .. 'St .. <") "-'"' "-C) a ·<:::, ,_ ."C ·" 1 ....: [./J ~ 7+00 8+00 STA 7+03.06 2• BLOW-OFF ASSY PER CMWD STD DWG NO W6 "A§-B~IL T" _9 ... i1,.1 s-so-o~ P [ 4{,f Z 7 EXP. tz /31 Joe, DATE DA ":E : INITIAL EI\GiN::ER OF WORK 120 110 100 90 80 70 60 J . 50 9+00 AS-BU/CT REVISION DESCRIPTION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 12" PVC MAIN AS PER CMWD STD DWG W4 AND W8. 3. REFER TO DRAWING CD-8 FOR METER SCHEDULE. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 5. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE, INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. DATE INITIJI.L DP-.TE ll\llTIAL OTHER APPROVAL CITY APPROVA.L DISCIPLINE DWG NO C-9 CTr] CITY OF CARIBBAD i SHEETS I 115 3 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D'' TANKS REACHES I a 3 PASEO DEL NORTE PLAN & PROFILE -ST A 1+00 TO STA 8+50 A;_;'J~5-°,.L ~ILL~ " IIMMER ,., 7--ZZ.--aJ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /06 DATE DWN BY: DG/NL/MC I PROJECT NO. I DRAWING NO. CHKD BY: AB 38871-A RV'wD BY, PH 403-18 .._ ______________ ..._ ___________________________________________________________________________________________________________________________________ _, ' ' 00 w I 0 z z w _J <( 0 00 _j <( z v a: 0 u I " ro -... ~ X I (U 0 " 0 (U u "' <[ (L (/) _J "' <[ u X I (\J 0 l'-- 0 OJ z L'.J -_J <[ X I (U 0 l'--0 (U (/) _J -f-:::, X I OJ 0 l'-- 0 (U z L'.J -~ <[ X I (U 0 r-- 0 (U <[ I □ (L □ f- l X I (U 0 r-- 0 CJ Cc\-• L 12396 WORLD TRADE DRIVE, SUITE 312 ' SAN DIEGO, LAUFORNIA 92128 E N G I N E E R s (858)618-1704 Faxl858l618-5463 160 150 140 130 120 110 100 -i ' ' 8+00 9+00 175 Calls I\Jlsgdalsna, Suits 101 Encinit;as, CA, 82024 (760) 753-1120 12" CL 200 AWWA C900 PV PIPE EXISTING AND --FINISH GR fjDE TOP OF Pl~E I 10+00 ,_ ,_ (j (j :::, :::, Cl Cl (j ::. ,__ Lu (J G:i ,_ k' )( Lu )( iJJ -- "- (j :::, (j Lu "' Lu ,_ (/) i;'j 11+00 PROFILE HORIZ: 1"=40' VERT: 1"=8' PLAN t·= 40' 12+00 STA 12+87.00 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO WT I • I c:, ~ +f "--<") " :::t f 13+00 160 150 140 130 120 110 100 STA 12+87.90 EC Nt,987,564.84 E6,236,611.66 ST A 12+94. 02± Nt,987,562.31 E6,236,615. 77 CONNECTION TO EXSTING 12" RW PIPELINE TEE SEE DETAIL~ ~ EXISTING 12" PVC RW W/8" RW STUB PIPELINE PER CMWD 94-302 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UT/LITES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. CONTRACTOR SHALL POTHOLE TO LOCATE EXISTING 8" RW PIPELINE PRIOR TO EXCAVATION. 3. PROVIDE T/-/RUST BLOCK AT TEE AND ALL ELBOWS PER CMWD STANDARD DWG NO W15. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING S/-/ALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. DISCIPLINE DWG NO C-10 f----,---------+-------------+--------+---+-----+------------CTr] ;::==::.:::::=========::___:::::=:::; CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 115 Q :f-,§;.B~ll T" ?-7c,-7JC P[4t,fl7 EXP.flij//of, DATE IMPROVEMENT PLANS F'OR: CWRF PIPELINE TO "D" TANKS REACHES I 8 3 PASEO DEL NORTE PLAN & PROFILE-ST A 8+50 TO ST A 12+94.02 APPROVED WILLIAM ' r [ 0 -- (!) w :c 0 z z w _J <( 0 (I) _J <( z 0 ~ 90 80 Lu I i ! 4" CL 200 AWWA C900 PVC PIPE I Cf) Cf) ,:: ,:: ' ' "'. "' ,_ .. ,_ ~ Cf) )( l!J ·l!J j i -! {n· EXISTING ANDI i:. FINISH GRADEi, ; (\j \ ,_ TOP OF PIPE ~ .. ] -------·-------t--t-------- 70 ------1-... -. ' --.. '. , .. , --------+---4-------- -------~~------(~-------------.- 60 50 40 12" A WWA C900 PVC RECYCLED WATER PIPELINE -SEE DWG C-9 STA 1+00 Nt,987,694.68 E6,235,444.36 CONNECTION TO 6" AND 8" RW PIPELINE SEE DETAIL 8 e 6" A WWA C900 PVC RECYCLED WATER PIPELINE -SEE DWG C-8 STA 1+04.00 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 STA 1+03.00 4" GV W/ VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 i . i 1+00 2+00 3. REFER TO DRAWING CD-8 FOR METER SCHED /PES SHALL BE ORIZONT AL AND 4. HIGH DEFLECTION COUPLING AND PLAIN USED FOR CURVED ALIGNMENTS IN B VERTICAL DIRECTIONS. HIGH DEF EXCEED 4 DEGREES AND THE N COUPLING SHALL NOT LENGTH SHALL NOT BE LESS THAN 9 FEET. 20.00' VC . I 3+00 STA 2+82.13 BC DEFL= 22°30'00"L T Nf,987,498.76 E6,235,406.89 THRUST BLOCK PER CMWD STD DWG NO W15 I .. I 4+00 I· Lu '! Q I Q I 5+00 1509"13'37" R=186.27' L=30.00' 5. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTA T/VE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. LJJ r,1111111111 175 Caile t-J!agdalena, Suita 101 Encinitas, CA, B2024 (750) 753~1120 ms~ s,uma w a .•• uxa III l'R, !WB l!ll(lilli rM'QIIIIATION ~ IV 01MEll8. fflllU 'tlll$ INFOIIMTU ill Bam0 TO Bl' ASM Ii, Jl98 l J ~ ~ fll ~. ;,;!El m...:s is t.!O'{;;si,,oia! l'()ft fflE ~ Of Tl!l6 ll!lW!I) ~ . 00 !'Oil ~ O" OIi' &IONS WIIICH MAY l!,1\\'E ~ ~Tm mm IT AS A ll!!lU.T, ntOIII! IB.VM Of! ms~ -ff il.011!!\l':O TO Cli!T1'11i ~ ~TIOII OF ffll ~ !i<ifOl!li Af>l"l YlllG If FOIi AIIV P!IAl'O&ii\ 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 (858)618-1704 Fax(858)618-5463 I i ;:: Cl) 4". DIPPEO AND WRAP ED .ONE-FOURTH-INCH ··· THICK WELDED STEEL PIPE NO JOINTS · WITHIN 10' OF SEWER PER CASE 2 ZONE C OF DEPT OF HEALTH ERVICES. CROSSING ... C:, c:, ·~ "I' + lo ;:: Cl) Cl) "C 's:•. :,.. Cl) ,__ _, Cl) § ~ ~ () :,,. () si:: C) _, l!J c:, :,,. ·-.:: [ij C\i· :,,. <(I .,., ,_ __ ,. a: Cf) Q; lo . >< ~ i l!J "C .. ~ i "' Cl). "' I 1 ' I ___________ _,,,-';,-...,..,....,,. ___________________ _ I S=O.QP I I () :,,. ll:l . c:, c:, . \f) l(j 7+00 PLAN 6. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER AT LOCA T/ONS OF ENCROACHMENT. DATE • REVIEW D BY, w f--rs-~ DATE · 4" CL 200 AWWA C90 PVC PIPE i3 I ::, a <;) l!J [ij J.,_ "'· Ci) . I ,_ 0 ::, [ij K h ~· l!J lJJ c:, c:, C) "' . + co 8+00 9 O DATE ,_ () ::, "-,__ () ,_ (fJ )( l!J i--. () ::, a .() l!J Gj i--. Cf) "' lU G. :::,. .a::i.. ffi ,__ ~-.,;::. Q ·~ ' (O' '-• 0 Gl' ENGINEER OF '//ORK r I i - I i -1--- I CON11RACT REVISION DESCRIPTION s ' "' -Cf) x l!J SC :__, IJ.J () s: ffi . ;:: . "' c:, ·C> c:i co 1o+OO CJ :,,. (lJ C) lo "<i ... CA TE IN I Ti AL o-;-~ER APPROVP..L i I I I I i 90 80 70 60 50 40 11+00 DP.,TE \ INITIA!_ CITY APPROVAc ITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: DISCIPLINE DWG NO C-11 SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES I a 3 CAMINO DEL PARQUE PLAN & PROFILE -ST A 1+00 TO ST A 11+25 APPROVED WILLIAM ~!jMMER . /ct4,(4,,; £ ~~ 2-zz,a; DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE OWN BY: DG/NL/MC PROJECT NO. I DRAWING NO. cHKo a:': AB -:raa7• A 40-.: 1B RVw:C BY• PH ,.,;; ,-u- 03 11 L"· -,_ r [ ~ ~ - N L -L ---r ·r:. E ro Cf) w I 0 ~ z w -' <( ◄ 0 :c Cf) • -' • <( • z < CJ a: 0 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 (BS8}6i8-1704 Fax(85Bl618-5463 110 90 80 70 60 50 STA 11+39.78 ,,.,,-· 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 Ci) s ' I Cl'.) $ ' "' fli s llJ & :,, ' ., - ~5.00' VC 1 I .. - i a: () () () ~I ::,. ::,. ::,. ~ QJ l!J (ll ·_ i UJi lt.i le) I') C\J I ½ 1, ."-. .,! c:," <ti ' . <>S -.: () • (C -• -• o,' • (C ---'.,._ r--.:. -· -::,. --~ 'ri .,._ <c __ ..,_ (0-_,.,.._ (C (C <o·· <,;: (C ' ~ <,;: SI; co Q' 1,-. e: 1--. Q I----e: I--I (/) 1--. .(/) (/} I,,.. (/) Cl) I ~l 11+00 12+00 175 Calla 0,;1agdalena, Suite ;01 c7cinicae. CA 92024 (760) 753-1120 Cl'.) ~-.s s ·"' 4" CL f 200 A WWA 0900 PVC PPE EXISTING AND FINISH GRADE TOP OF PIPE ffi Cl'.) '° Cl) I s s s . sl tu ' '° ' Cl'.) s s V) , ' ~1 "' "' & k '-::..:./, :,, E Cl) Cl)-··>< )( ' ' "' "' ' '"' '-{/) Cl) )( )( __ ..,..-'-'--_j __ ----I 1 --·➔t------------- 13+00 S~0.005 PROFILE HORIZ: 1#=40' VERT: 1"::8' ST A 14+96. 13 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG W4 AND WB 14+00 PLAN l_ \ STA 14+98 2" AIR AND VAC VAL VE ASSY PER CMWD STD DWG NO Wl METER 9 FESS/ .eABa,, .051 i '" 30, ::0 110 700 90 80 70 c-Q .. ~~-B~IL T" s-:io-o? PE~ /ff.flJ EXP f:Z./Jf,/N,, DATE REVIEWED BY, I~~~ DATE INITIAL ':NGIN':ER OF WCRK NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINE PRIOR TO EXCAVATION WITHIN PROPOSED RECYCLE WATER PIPE 2. PROVIDE 2" IR SERVICE LATERAL OUTLET ON 4" PVC MAIN A CMWD STD DWG W4 AND W8. 3. END CONSTRUCTION WITH END CMWD STANDARD W15. 4. REFER TO DRAWING CD-8 FOR METER SCH D PIPES SHALL BE H HORIZONTAL AND 5. HIGH DEFLECTION COUPLING ANO PL USED FOR CURVED ALIGNMENTS I VERTICAL DIRECTIONS. HIGH D EXCEED 4 DEGREES AND T TION COUPLING SHALL NOT INT LENGTH SHALL NOT BE LESS THAN 9 FEET. 6. CONTRACTOR TO REPRESENT A TIV COMPLIANCE NOTIN CONiRACT METER BOX LOCA T/ON WITH OWNERS SITE BEFORE INSTALLATION TO ENSURE THE PIPE SEPARA T/ON REQUIREMENT. CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: DISCIPLINE DWG NO C-12 SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES I a 3 CAMINO DEL PARQUE PLAN & PROFILE-STA 11+25 TO STA 14+99 APP!<,,0~~ WILLIAM_.,J...,!:LUMMER ¢1..,F .. -I"';~,,,..,.,.._,= 222•"3 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE REVISION DESCRIPTION JATE IN Ir.AL DATE i !f\JITlAL ' OTHER .WPROVAL C:TY APPRCVF.'.... DWN BY: DG/NL/MC PROJECT NO. I DRAWING NO. CHKD BY: AB 38871-A 403-18 RV\✓D BY, PH N L [ Cs~ (j) w ,.. ~-(.) z -z w -' -<( ( 0 C a:1 - -' -<( -z ( Ci oc. Ci u .J.. ,..__ CD -st -X I (U 0 ,..__ 0 (U u CY. <[ CL v) ...J (Y_ <[ u X ' CJ 0 ,..__ 0 (U z CJ H ...J <[ X 0J 0 ,..__ 0 (U v) ...J -f-- ::J X I (U 0 ,..__ 0 ru z CJ ~ ...J <[ X I (U 0 ,..__ 0 ru -"' I □ CL □ >-I X I (\j 0 ,..__ 0 (U 190 180 170 160 150 140 130 0+00 CG\.7 L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORN1A 92128 E N G I N E E R S [858}61B-1704 Fa,[8581618-5463 s:: ct vc (.) ::::,. c:, c:, l(j· -.. - ~ 1+00 s~ 0.025 (.) (.) ::::,. ::::,. c:, c:, c:, c:, (0 .,-; <') .,-; 0, "' co 'SI" c:i • c:i • (0 ..... IQ ..... ..... ,_ sc· " . -SC Q_ h Q_ l- lo. oo' (.) ::::,. c:, c:, 'SI" It) <') "" c:i .. (0 ..... ..... Ci.. i:S Ve -,::,_ 0, -c:i IQ ..... Ci.. S=-9.053 EXISTING AND FINISH SURFACE TOP.OF PIPE ·-.J Q:: I.LJ . !- SC _, 12" CL 150 A WWA C900 PVC PIPE -------------------·....+-+It-+-____ · ... ~-------_____ j______ ..... . --• - I ---- ' g_ 8,8(8 'HJ,r,"c:1iie" ..... ... , ~......,,_,, -. -. (.) (.) ::::,. ::::,. <') . "' "-• "- SC l- (IJ >- (/) Cl) SC l!.J I ::::,. _, l--. ::::,. :::, a V) V) ct () ,: ,: ,: SC Lu ~ ..J ' ' ' Lu ---' "' ,-;.:.: ,___ ·-·h. ,___ V) ~ .{/) V) '< t " Lu --------------------' ' 2+00 3+00 4+00 5+00 6+00 7+00 STA T+TT.93 9+00 10+00 EXISTING 12" PVC RW PIPELINE PER CMWD 94-302 STA 0+66.28 DEFL=22°30'00" LT Nt,985,323.81 E6,237,276.87 THRUST BLOCK PER CMWD STD DWG NO W15 STA 0+87.75 BC (f_ PIPELINE CURVE DATA l:::r20 °15'11" STA 2+18.89 PCC (£_ PIPELINE CURVE DATA 19. R=371.00' _.,,-½,'. L:131.14' I b.= 10°21'08" R= 699.48' --. 175 Calle L= 126.38' ~v1agdeiena, Suite 101 Encinitas, CA 92CJ?4 (76C) 753-1120 PROFILE STA 7+69.93 DEFL:90"00'00" RT HORIZ: 1•=40' VERT: t·=s· STA 3+45.27 PRC STA 5+00.00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG NO W4 AND W8 [FOR METER 99) PLAN STA 7+64.93 12" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 STA 7+61.93 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 STA 5+79.89 12" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 • - 2" MAR VAL VE ASSY PER CMWD STD DWG . •.NO Wj ', j STA 9+15.74 BC N1,984, 112.22 E6,237,605.38 STA 10-1-46.52 EC / Nt,984,533.07 I E6,237,618.97 STA 10+64.99 BC STA 7+74.93 12" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 STA 5+92.89 2" MAR VAL VE ASSY PER CMWD STD DWG NO W6 STA 5+84.89 DEFL:90°00'00" LT Nt,984,838.23 E6,237,465.95 12" ELBOW AND THRUST BLOCK PER CMWD STD DWG NO W15 ST A 5+84.89 EC "AS-BUil T" a-g ;?, •>' s"-3o-01p P.E 41.,/27 EXP. f2./3t/X, DATE • REVIEWED BY, ~D,~ SPECTOR 1-tf•o~ DATE (f_ PIPELINE CURVE DATA II I Nt,984,533.01 E6,231,618.97 b.= 9°04'26" "R:,C: 130.78' = 825.TB' rrnnm:m:c I mil! iil!tlJHC Dtl&•.a lN EN i 1£ i!Jl!ID,. Jf PM!', lilA8 Wl'(lllJ lf4'Hl~1£Ai!O!! ~ I'!' Ofl!ERS. Wlll!.E 'lffll ~ 18 Bf.?Jl?Ft:D TO£!£ !iaw!U:, !'118 & J ~ ~ fl'S ~. Jfi'i lz!t0ff'!li'!!>~FOl!'H~Ol'lli$~~ on f'CF ,,,,,;Ji'!fa ,'.!!, ~ WMiCH !il!Y i!l\1/E lliBl ~,a, ffJTO iJ (.·:. .\ ;:EEl.it..T, TiflSE ml.Y,lli ~ THI$ ~ QRQ1!~4Q /1dl'i'i l;:.mtl~S TO OOTftJH ~ 'ISiiF10ATIOM OF ff$ ACC'~4;~-.y Bi:FORi APPL YING IT fOfl ANY f't/RPOSE. ENGINEER OF WORK REVISION DESCRIPTION (f_ PIPELINE CURVE DATA (TOTAL CURVE} C.-HE INITIAL O"THER ,A.PPROV.i'\~ DATE 190 a::-[ Lu ,: 180 V) () :::, V). Cl :::, a ,,: ·G c:, () .. :,. [ij ,,. Lu I-_..,.._ ' ' () ""...;:J -"' ,___ Lu 1--. l--. k Cf) Cf) ½· " " " 170 160 9-6.CJ-e., .. ._ 150 ...... 140 130 11+00 12+00 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE THRUST BLOCK AT TEE AND ALL ELBOWS PER CMWD STANDARD DWG NO W15. 3. PROVIDE 12" GV W/VAL VE BOX ON END CAP LEG OF 12" TEE PER CMWD STD DWG NO W13 AND W16. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 5. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE /NSTALLA TION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. INITIAL SHEET CITY OF CARLSBAD 17 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: DISCIPLINE DWG NO SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES I 8 3 PASEO DEL NORTE/SUNFLOWER LN/CARNATION DR PLAN & PROFILE -STA 0+61.28 TO ST A 11+50 APPROVED WILLIAM E. PLUMMER 4-1/.1& . 2 7""; ;C¥,t 2tt:'Y?'IO ~ 7-V-<8 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE CHKD BY, ,:;; An3_•o 38871-A ...., ID CITY APPROVAL DWN BY, DG/NL/MC PROJECT NO. I DRAWING NO . RVwD BY, PH (J) ~ () z z w _j <( 0 Cl) _j <( z 0 a: 0 u I t---ro -" -X ' ru 0 t--- C) ru u a:: <[ CL V) _J a:: <[ u X ' ru C) t--- C) OJ z CJ -_J <[ X I ru C) t--- C) ru (/) _J -f-::::, X I ru C) t--- C) ru z CJ -_J <[ X I ru C) t--- C) ru -"' I □ CL □ f- l X I ru C) t--- 0 ru "" u □ _J "' ::: I- Q; I "ru oo -t---Co (lJ fr'. -w (/) (/) l,_ ::::, l,J a:: X l'.l ;,; £ 190 180 170 160 150 140 11+00 ---...., ~ (/J 12+00 -..: 12" CL 150 AW A C900 PVCPIPE Ct llJ ,_ 's: (/J -----1---+---1 -i+-c+-------------l-+-~----- . I 20.00' Je 13+00 14+00 ------------- STA: 12+77.15 PCC STA 14+85.00 STA 14+67.24 EC (£ PIPELINE CURVE DATA /:;F3°14'23" R=220.75' L:124.44' 12" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 STA 14+90.00 Nt,984, 140.51 E6,237,686.22 CONNECTION TO 6" RW PIPELINE SEE DETAIL W W5J .,,: " 0~1-------------------------------------------~ I <.0 ru 0 t---(') 0 D ('\JD ,,-ru ru OD f'.'. (') oc '.;! ::, 0::. 7 _ W CG\·' L 12396 WORLD TRADE DRIVE, SUITE 312 L'.J !-SAN DIEGO. CALIFORNIA 92128 )< <t E N G I N E E R S (858)618-1704 fa,(8581618-5463 175 Calle lvlagdalana, Suite 101 Encinitas, CA 92024 (760) 753-1120 :,.. 15+00 12" C'Li 200 A WWA C900 PVC /PE ' ' 0 JOINTS WITHIN 10' OFi SEWER PER CASE 2 ZO E C OF DEPT OF HEAL H ft ···S:: ' Lu ' (/J Q (/J () SERIVICES CROSSING STAND RDS · Ct Ct ~ ~ ,_ .llJ. ·llJ () (/J ' ' {/J I I :::, Q Q C, () () {/J ,. [ij !;: 1-,:, -'<:t- ·c..: '-I {/J '{/J Gj Gj i lli Ct s ~ llJ Lu' {/J {/J t t (/J !;: !;: ~ " ... -~-f-: E E ~ ~~ ~ ;_ ;:..;_ ·1--i-.: (/) ·(IJ (/) Gj Gj t ' .., K ·1--.. () () :::, :::, c, a ,-J ,_ ,_ ,_ ,_ . (/) ·Cl) Gj Gj E ---- -------+---+------- 16+00 PROFILE HORJZ: r:40' VERT: 1w=8' ----..._ i 17+00 -----+---fl--+->---~ --+--+---+ I - - -1 I 50.fJfJ' IE' 18+00 19+00 {t),1 ,: .. 1 CATE INITIAL INSPECTOR I 0 ENGINEER OF WORK . , REVISION DESCRIPTION 12" CL 150 A WA C900 PVC PIPE ,,J '' ;;: ' Cl) (j t ~ "( l 21+00 '6.= 12°15'13" R= 559.38' L= 119.63' STA 21+89.70 BC N1,983, 726.29 E6,237,953.09 STA 20+58.89 EXISTING AND FINISH SURFACE .. TOP OF PIPE NOTES: ,,J ,_ ' (/) Gj Lu 190 180 170 760 150 140 1.30 2.3+00 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. REFER TO ORA WING CD-8 FOR METER SCHEDULE. 3. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 12" PVC MAIN AS PER CMWD STANDARD DWG NO W4 AND W8. 4. PROVIDE THRUST BLOCK AT TEE AND ALL ELBOWS PER CMWD STANDARD DWG NO W15. 5. PROVIDE 12" GV W/VAL VE BOX ON END CAP LEG OF 12" TEE PER CMWD STD DWG NO W13 AND W16. 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 6. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. DA :r_ 1 !N'TIAL OTHER l'.PPROVAc 7. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INST ALLA T/ON TO ENSURE COMPLIANCE WITH THE PIPE SEPARA T/ON REQUIREMENT. INITIAL CITY APPROVAL THRUST W16 DISCIPLINE DWG NO C-14 APPROVED WILLIAM ~UMER <ff~ . -/'. ~ a-»-= 7· :ZZ •d 1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /06 DA TE OWN BY: DG/NL/MC I PROJECT NO. I DRAWING NO. CHKD BY: AB 38871-A 403-1•8 RV\vD BY, PH ~~._ _______________ .._ ________ __._ _________________ ...,_ _______________________________________________________________________________________________________________ ~ -------------- r t I _9 UJ w I 0 ~ z w _J <( 0 UJ _J <( z Q a: 0 u :r: " ro --st -X I ru 0 " 0 ru u QC <[ (L (/) _J QC <[ u X I (\J 0 " 0 ru z l'.J -_J <[ X I ru 0 " 0 OJ "' _J -f-:::, X I (\J 0 " 0 OJ z L'.J ~ _J <[ X I ru 0 " 0 (\J -"' I □ (L □ f- l X I OJ 0 ,-._ 0 ru 170 160 I 150 140 130 I 120 110 22+00 CG\/ L 12396 W0RL0 TRADE DRIVE, SUITE 312 ' SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S {858>6~8-1704 Fax{858i618-5463 . 1 • 6 .~ .. , ·+¥.. <: ( i ! J r ~. ··· .. t .. · .·· t; e: t e: ~ !:5 \I) 'v t; e: .,.,, s.;; '-' "0....., ~'-' &.} f _, l(J CJ . , .l;j. ~. '-' '-.J ·. . r~~--_/'·~__, . ,,_,,,. i .... 24+00 STA 24+45.00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG W4 AND W8 \ STA 23+09.34 PCC ff PIPELINE CURVE DATA (TOTAL CURVE} /:;= 12°15'13" R= 559.38' L= 119.63' 17'.=: Calle (Q PIPELINE CURVE DATA 1:,:5°13'11" R=1551.26' L=141.32' IV1agdalena. Suite 10, Encinitas. CA 920?L; (760) 753-1120 I 12· l 150 A WWA C900 PV •·~ EXISTING AND FINISH SURFACE TOP OF PIPE. 25+00 PROFILE PLAN PIPE '-'-'-(/J (/) (/J x· >< >< IJJ IJJ IJJ '12" Cl 150 170 160 150 140 130 ·~ I ' 27+00 ff PIPELINE CURVE DATA t:,:38"45'42" R=286.37' L=193. 73' STA 27+67.35 EC ' i . i \I) * .,.--,. ~· '<t- "t--ll;) . 'il() ll;) <\) '(\I .... ~ ·A._ ~ I- '-.J 28+00 STA 26+78.63 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 12" A WWA C900 PVC RECYCLED WATER PIPELINE < I ~ ' ' ' STA 28+74.00 2" MAR VAL VE ASSY PER CMWD STD DWG NO W6 . I' '. / ', / '1,y-, . ' ' ' 0 ,_, ~ ..... o>-. ~ ~ I -... A/ / ..... ,-,c,c,1 ' I' "--1 I /~~' .. -<:~--~~- -<, '1/S , ' I . 'f, J ', "' t ~ :,. . i:d t ' \/) ;.._ ., ..... '-'-~ U)~ E <\J~, ~ ,;l._. I vi· ·i-: \ '--' '-' 29+00 8" A WWA C900 PVC RECYCLED WATER PIPELINE -SEE DWG C-19 120 110 30+00 STA 28+76.15 12" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 ,;,? THRUST BLOCK PER .. • CMWD STD DWG NO ··f.,Wt5 ~ : ' / "' ' ,, STA 28+77.73 Nt,983,781.66 E6,238,599.47 ~ CONNECTION TO 8" RW PIPELINE SEE DETAIL~ W ee S A 28+79.31 I , ;.,<?-,\ ~ . 12" GV W/VAL VE BOX ASSY PER CMWD STD D WG NO W13 AND W16 a ,_,·-...11 :;i ... I I •/ I l:l''';~'.)',.y I I '/ ,, ·/111;; I /, . /, ~ ., A§-BUtL T" 8 ,g;. .- PE. 4(.,/2, 7 EXP. fZ/JJ/o(,, ~ , REVIEW D BY, STA 28+81.60 Nt,983, 766.27 E6,238,610.39 (; PIPELINE CURVE DATA (TOTAL CURVE) 1:,:12°16'19" R=758.55' L=162.47' DATE BC DATC:: iNITIA.L ENG!NC:ER OF WORK REVISION DESCRIPTION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. REFER TO ORA WING CD-8 FOR METER SCHEDULE. 3. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 4. PROVIDE 2" !R SERVICE LATERALS OUTLET ON 12" PVC MAIN AS PER CMWD STANDARD DWG NO W4 AND W8. 5. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. DATE lt\JITIAL DATE: i INITIAL OTHER /l.PPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: DISCIPLINE DWG NO C-15 SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES I a 3 BUTTERCUP RD PLAN & PROFILE-ST A 22+50 TO ST A 29+50 APPROV~D Wl~LIA~E.AMMER I .-ML4':4s.., r, ~, .. ,-z= -Z.:Z:Z•Oi[ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE! CHKD BY: AB OWN SY: DG/NL/MC PROJECT NO. I DRAWING NO. RV\./D BY, PH 38871-A 403-16 f- ,- 0 Cf.) LU I 0 z -z w _J <( 0 Cf) _J <( z a ~ u I " OJ -" -X I (\J 0 " 0 (\J u "' <[ CL v? _J "' <[ u X I (\J 0 r-- 0 (\J l'.J v? C, (\J 0 (\J 0 CF> -(\J '° X I (\J 0 " 0 (\J z l'.J -_J <[ X ' OJ 0 " 0 (\J z l'.J -_J <[ X i (\J 0 " 0 (\J v? _J -f-::, X I (\J 0 " 0 (\J -"' I D (L D f- ' X I (\J 0 " 0 (\J V u D _J "" -f-o;, " (\J oo -" S::o (\J "' .. WW w L.. ::, LJ "' X G w ~!;_;: C, C, CG\ ' L 12396 W0RL0 TRADE DRIVE, SUITE 312 ' SAN DIEGO, CALIFORNIA 92126 E N G ! N E E R S (858)618-1704 Fax!BSBl618-5463 170 160 150 140 .. 1 I 130 120 110 29+00 z 175 Caile Magdaler7a, Suite ,01 Encini':cas, CA 92024 (760) 753-1120 ------ ::,... Ci) Ci) "" I I r= .. 0.012 ."--------1 ,-50.00' VC ' ' I I . I (.) ::::,. o::i c:, c:, IC) ... c:, (') "" . I- Ci) 30+00 STA 30+50.00 C) '<) oi ~ 2: 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 (.) ::::,. Lu c:, c:, IC) ... C) (') ~ Cl) 'SI- oi -~ 2: 12" CL 150 A WWA C90d PVC PIPE 31+00 EXISTING AND FINISH S RFA CE TOP OF /PE I ------f--- i S:-0,014 PROFILE HORIZ: 1"::40' VERT: 1"=8' 32+00 (.) :::,. ' E!'l 0 c:, ... ··C\i .(') ~ (/) --~-1-------t---~~ ~~-ck CJ) ' ::,,. l.W· ' c:, c:, 'ii" 1'-'ii" '° lci ' C'p '"5 ·'P ~ ~ ;! 2: 2: c.p 33+00 I . I I I I S= .00 20.00 VC (.) (.) ::::,. ::::,. ' ,. [Q Lu " ' OQ c::i 12" A WWA C900 PVC RECYCLED WATER PIPELINE ----~ CONTRACTOR SHALL RESTORE THE TRAFFIC LOOPS TO ORIGINAL CONDITION AND RESTORE TRAFFIC STRIPING PLAN 1"= 40' STA 33+62.33 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 • REVIEWED BY, l~~krr 170 160 150 140 130 120 110 34+00 NOTES: 1. SEWER CENTERLINE AND ROAD CENTERLINE ARE ONE AND THE SAME. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UT/LITES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLED WATER PIPE ROUTE. 3. PROVIDE THRUST BLOCK AT TEE AND All ELBOWS PER CMWD STANDARD DWG NO W15. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. \\· //// \ \ / DATE DATE • \\ // 24" CML& TC STEEL \. / RECYCLED WATER \ / PIPELINE -SEE DWG C-3 ( DATE l:\JITIA:_ ENGINEER OF WORK ;- T STA 33+69.36 Nt,983,298.24 E6,238,547.62 CONNECTION TO 24"X12" TEE RW PIPELINE SEE DETAIL W ~ STA 33+67.36 12" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 D.ATE INITIA.L. REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DISCIPLINE DWG NO C-16 SHEET 11 CITY OF CARISBAD SHEETS 20 ! I ENGINEERING DEPARTMENT 115 IMPROVEMENT PLANS FOR CWRF PIPELINE TO HDtO TANKS REACHES I a 3 BATIQUITOS DR PLAN & PROFILE-STA 29+50 TO STA 33+69.36 APP~ Wl~UAM ~~MER &. ·•:•-~ ~, 2?---2~'2'1421 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /06 DATE OWN BY: DGLNLLMC I PROJECT NO. I DRAWING NO. CHKD BY: AB 38871-A 403-18 RV\N1D BY: PH -------------------------------------------------------------------------------------------------------------------------------------------------------' r L e- F Ceo (fJ w I 0 ~ z w _J <( 0 (fJ _J <( z a ~ u I " ro -.,. -X I (U 0 " 0 (U u "' <[ (l_ Vl _J "' <[ u X I (U 0 " 0 (U z CJ ~ _J <[ X I ru 0 " 0 ru z CJ ~ _J <[ X I ru 0 " 0 ru Vl _J ~ f-::, X I (U 0 " 0 ru ' D (l_ D f- l X I CJ 0 t-- 0 ru "' u D _J "' -f-'"I ,. (U oo -" s:: 0 (U "' -W Vl Vl L.. :::i w "' X l:l~ ~~ A A 6" CL 150 AWWA C 00 PVC PIPE CJ CJ 6" CL 150 A CJ CJ CJ! C) -~ <o. 6" · CL 200 AWW C900 PVC PIPE. <') . .. .. <o-'-0 190 NO JOINTS WITH/ 10' OF EACH SIDE I-I-OF SEWER PER SE 2 ZONE C OF I-I- Cl) Cl) -DEPT OF HEAL TH ERV!CES CROSSING STAN--ARDS Cl) Cl) 180 170 S_:0,0 160 a: ~ ' 10.loo· ~ vc I- Cl) 150 ~ I () () h,._ :::,. :::,. 140 CQ UJ C) <: "t 'SI- i-! t "--~ "' i 'SI-<') "'! --~ "' "-,-. (0 t.r5 t ~ 10-~ -~ (0 ! (0,-. ;:s --SC --0.. I-e: \I) I-Cl) 130 I NOTES: %% ,0:: 0:: ~ "' ·-i S\1 -h.. h.. I-l--- 0 C/J C/J GS Gi Gi /I () () :::,. :::,. CQ UJ "-K '-0 IC) C\i '"' -ilo ".) "' 'SI'. .. 'SI-.. ,-. (0 ,-. SC ;:s _h 0.. Cl) I--Cl) f5 1-.: ~ Q Cl "( -------------- ::,. ::,. CQ -UJ '-0 '-0 a -c:i 0 a -'O '-0 <IC -" <I() "' "O <o <o "' ~ I<) "' '-0 "t (0 (0 C) <I() <') .. ~ .. ~--.. -,-: .. -c:i (0 "' "' "' (0 "' (0 ;:s1 SC ;:s ;:s t I-e: e: 0.. (l)i_e: Cl) Cl) Cl) I- 1. CONTRACTOR TO FIELD VERIFY PRIOR TO EXCA VA T/ON WITH XISTING UTILITIES AND PIPELINES CYCLE WATER PIPE ROUTE. 2. P.ROVIDE 2" IR SERVICE CMWD STANDARD D ALS OUTLET ON 6" PVC MAIN AS PER AND WB. 3. PROVIDE THRU PER CMWD OCK AT TEE AND ALL ELBOWS DARO DWG NO W15. 4. REFER RA WING CD-8 FOR METER SCHEDULE. ._I o1 -2· -• :,. >- Cl >- ,6;,7°07'06" R=1,610.00 L=200.02 I 20.00 vc >- () :::, Cl Cl l1J ---J l1J i k ' ' Gj a: [lj 1-.: ·..:- s: s: l1J Q C/J Cl Q "( Cl ' :,. 0:, >->- Gj >< l1J -------- vc I EFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR VED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 7. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER AT LOCATIONS OF ENCROACHMENT. Cc\:' L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S (658)618-1704 Faxt8SBl618-5463 175 Calls Msgdalsna, Suts 101 Encinitas, CA 8?024 (760) 753-1120 lll!CtJl"' £1"1! It Tlll.S Rl100l'!l 111!,ltl!IIB IN 1111!91 , ii. AIS:, J\I P.IR, -f.lRllll ,i;l'l~~'.#.TI(!i'J l'Ul'INISIS rN O'!'IE!S. WHILE Tillll IIFOIIMi'lliCIIII IS '""·'"'"-10 aE RE.Wll.£, !'1181; J ~ ASlliJi'ilE ITS~. MO ,,gw;,~ F!)f!TI£ ACCl.!'i!,iO/ Of M ~~ °';•Ji:"'i:., ,,i:; ~ \11%,Ci, !IA'!/ !$\Ill! llml ~mi lNTO ff>'.'' J:. :."4'./?,_:li, THOSE RS.Yffi ON Tm~ Gt\'/lii~ ~ A'.Yht~n r:) UtfC\!H t!il)E?t~ Y-snRCAl'lOH OF IQ ~.fflt..CV BcfORf Ai>?L YING IT FOR ANV PUA!'Oii. 6" CL 150 AWWA 0900 PV PIPE 6" CL 150 A WWA C900 PVC PIP 1 EXISTING AND ' -I FINISH SURFACE TOP OF PIPE iS=0.00 - t - - ..J J -SC fri I- PLAAf 1"= 40' REVIEWED BY, CJ - a K;_ -"-6_" CL 200 AWWA C900 !PVC PIPE J -N JOINTS WITHIN 4' OF $EWER PER____;./ C SE 2 ZONE D OF DEPT iOF HEALTH -1---!--- SERVICES CROSSING ST'!i.NOAROS Cl) Cl) I J ! lJj ::::,. - 190 180 170 _:~_:_---------------1-1------------+------------' --------+--,,,,,,.-- DATE \ ! S:0.00 -I 20.00' -20.00 VC () () (j _::,. ::,. ::,, co i!J en _N_CJ_ - . . ·: :.::-· , -_ " -. . '. .. . --· ---. ''•'• .. ·-- STA 9+75.00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG W4 AND W8 (J o---(.) ::,. ::::,. ::,. -Iii C(l 1.1,J S=0.016 0.00 f i ! ~ :0,00 W15 i ! 13+00 160 150 140 130 DISCIPUNE DWG NO C-17 J----t------+--------+------+----+----~ w ~=:'..-=:========='...::::::=~ CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 115 IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I a 3 AlDERWOOD DR PLAN & PROFILE -ST A 1+00 TO STA 12+44.58 AW~~VED ~LLIAM ~Y:MMER .,&,~~;:;-~~-ill~11il'ill#lll--~/_,_,:____;,~~--!!i!1!:lft""•:::!==><c:___ __ 7·-ZZ ,03 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE I~~~ DP.TE lt\'ITIAL ENGlf'-JEER OF \1•/0RK REVISION DESCRIPTION DATE INITIAL OTHER AP:='ROVAL OWN BY: DG/NL/MC DATE CHr'.D BY: AB C!TY AP?ROVAL RVwD BY, PH PROJECT NO. 38871-A DRAWING NO. 403-'iB _______________ _._ _________________________ .._ _________________________________________________________________________________________________________ _,1 ,o 00 w I 0 ~ ~ w _J <( 0 (f) _J <( z 0 a: 0 u I t--- 0:, -,.. -X ' (\J 0 t--- 0 CJ u °" <[ 0.. (/) ...J °" <[ u X . . (\J 0 " 0 (\J z l.'J -...J <[ X I (\J 0 t--- 0 (\J (/) ...J -f-::::, X I (\J 0 t---0 (\J z l.'J -...J <[ X I (\J 0 " 0 (\J -"" I □ 0.. □ f- l X I (\J 0 " 0 (\J ~ !-i-1 ::,, ~ "' "' 200 190 180 170 160 150 140 130 --- "' ,,: (J !J: ' " h. ~ LU 0 I- C) < -- 1+00 ' ' co "' -- rt Cc\-·' L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G ! N E E R S {858)6f8-1704 Fax{858J618-5463 ! I I I " CL 150 AWWA C900 il'VC PIPE 2+00 -1. '--(t -i (.) ::, -~ Cl ~ (.) t.u Gj Q (.) ,,: s~ o _ 15.00_' PC - 17:::i Caile 3+00 tv1agcale,,a, Suice !01 Er,cinitas, ·=A. 9?024 (750) 753-1720 "' s: ' -'- I- C/) IE is: "' (.) ::,. Q ' " "' (.) ,: ::,. Q (t LU Lu Lu ~ (/J "' Lu (.) (.) "' "' ::,. ~ ::,. ,: "' (.) Q Q ' - ,: ::,. ' 6" CL 200 A WWA C900 PVC [f!PE NG JOl TS --WITHIN 10' OF SEWER PER CASE 2 ZONE C .OF DEPT OF HEAL TH SERVCES CROSSING STANDAlfDS ft ffi (l: ·,: f5 $ tu ~ -?;j ,: s: lU (.) ~ (/J (l: -~ ~ () ~ lU {/) I- C/) ft s -- $" CL 150 AWWAI C900 PVC PIPE ' I .6"_ CL 2010 .A.WWA C900 PVC PIP NO JOINTSfWITHIN 10' OF SEWER PfR CASE 2 zqNE C OF DE-PT OF HEAL rH I-1- (/J (/J 8" CL 150 WWA C900 PVC PIPE 200 190 (/) ' ' ,;·· (j_ -' -" -" Gj h. ' (/) (/J Cl) (.) -3:: ::,._ ,: (/J (.) Q $ (.) Cl) ,: ::,. "' Q ~ () ---(IJ (/) " -' ,___ '-" x (/) k (/) ::,. s: ::,. --::,. Q ' ' ' Q -" ' Q ---s: ' ,_ ,-c· " ::,. Q ' Lu GS llJ_ lU "' GS I -. -I., " -' 1--. '--'--' k "---3'.! ~- -(/) "' '--~-_{.I)_ (/) ?;j "' Cl) GS Gj '-- Gj Cti -Cl) lU (/) x -"' LU lU '--'--(/J ···1-.· ' 1-,:;' x -~ {/) " {/) lU x '-x lJJ_ "' .Lu Gj " '---(IJ Cti _, -------+ - j~ 20.00 vc ,~ "C Q Q I_, ::,. ::,. I ll:l LU LU -Q C) .C) -- 4+00 5+00 6+00 7+00 8+00 PROFILE STA 6+ STA 5+96.15 HORIZ: 1#=40' VERT: t•=8' 2" IR SER WITH END CA NOTES: CMWD STD OWG AND W8 (FOR METE 6" A WWA C900 PVC RECYCLED WATER PIPELINE PLAN 1"= 40' 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UT/LITES AND PIPELINES PRIOR TO EXCAVATION WITHIN PROPOSED RECYCLE WATER PIPE ROUTE. 2. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. ilEQ Ollll llllAl1/li!& IBIS !lll!'JOIID M'Jlilfli IN IIEBI P11SNIED. IN l'.W, llilSSD llP0ili t~c~A noo !'lll!!t!llll!II av OMIIS. l1IIU THIS -Ii e.:,.,~\tf[l 1'() BE P.aWU. PBS i J ~~RS~, Al'fil THiiD'$ ,·~T 'l~'ll'~FORT!IE~Of nlill~OI'~ OE :or: Et:i~{}?f;} OH~~ MAY HAVE !&N Wctllf'GR4ff;"""!D IKF: ,; :, •.;;;,ULT, Tli!lSE 11i!.Yi!!!S 01'! Till$ Al500ill; !fflli\li!lia ~ ,01c""iI1 1il ei,<N?l il\11.~i V~TIOII OF 11'$ f.reUi¼YN Sr.fvili Al'l'i.YlllG IT-FOR AIIIY PURl'Oili- "AS-BUILT" O..,..,_ g ;-:::,_, . 2 > 0 PE 4t,tz7 ExP_ t2!1tJoe, REVIEWED BY, INSPECTOR -s (.) ' Q '-' w " x -Lu '-(IJ GS 9+00 FINISH SURFACE __ ~ -_-- -, I TOP OF_ PIPE_ --___ -zi cl l 10+00 11+00 STA 10+08.27 BC DEFL= 22°30'00" RT Nt,984,491.25 E6,239, 141.89 THRUST BLOCK PER CMWD STD DWG NO STA 11+18.78 W15 6" GV W/ VAL VE BOX ASSY PER CMWD STD / D W9, NO W13 AND W16 ' I I / STA 9+43.25 PCC (f_ PIPELINE CURVE DATA CF1°09'35" R:2708.47' L:54.83' STA 9+98.08 EC DEFL= 22°30'00" LT Nt,984,501.27 E6,239, 143.74 THRUST BLOCK PER CMWD STD DWG NO W15 i:F2°45'28" R=2712.47' I ) • L=130.56' ----JI - STA 11+15.00 ----/ - 2" BLOW-OFF ASS-¥---._ _ I/ - PER CM.WO STD DWG-------!f_ 6'~~ W::A C900 ------------, _ PVC RECYCLED--i,/ - WATER PIPELINE -- SEE DWG C-17 .~ (,) ::,. IJJ (,) ::,. ll:l 12+00 STA 11+22.88 j Nt,984,397.21 E6,239,076.38 THRUST BLOCK PER CMWD STD DWG NO W15, CONNECTION TO 6" RW PIPELINE SEE DETAIL ~ ~ STA 11+26.98 8" GV W/ VAL VE BOX ASSY PER CMWD STD DWG NO W13 ANO W16 L=252.82' 180 170 160 150 140 130 13+00 8" A WWA C900 PVC RECYCLED WATER PIPELINE DISCIPLINE DWG NO C-18 >---+-----+--------+----+-----+-------t------i ~ ~==----===========:'.__'.::===: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 115 DATE /-(,-~ DATE ENGINEER OF WORK REVISION DESCRIPTION Ufa.TE IN:TIAL OTHER APPROVAL.. DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR CWRF PIPELINE TO "D" REACHES I a 3 BA TIQUITOS DR PLAN & PROFILE -ST A 1+00 TO TANKS STA 13+00 APZ?%Wl~Ll~ ~~~~?'.1-'.3--:: 7·3Z#aJ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE OWN BY: DG/NL/MC PROJECT NO_ I DRAWING NO, CHKD BY, AB .... .,71-A 40"' 18 RVwD BY• PH ..n;x, ..,-._ _______________ .._ __________________________ __,_ _______________________________________________________________________________________________________________ _. ~ r [2 Cl) ~ ~ -z w _J <( 0 U) _j <( z 0 0: 0 l'.) u I r--- (D -... -X I (\J 0 r--- 0 (\J u "' <[ 0.. VJ ...J "' <[ u X I (\J 0 " 0 OJ z l'.J ~ ...J <[ X I (\J 0 r--- 0 (\J VJ ...J ~ ,- :::::, X I ru 0 r--- 0 (\J z l'.J ~ ...J <[ X I (\J 0 r---0 (\J -"' I □ 0.. □ ,- I X I OJ 0 r---0 (\J ;3' c:,£ ~ (U u S? I ,-._ (\J 0 r---(") 0 O (\J 0 ...-ru (\J 00 / (") "" 0 s: (\J :,; ,:'. -, 0.. -w l'.J ,-3' <[ C,Q 170 160 150 140 130 120 z CG\/ L 12396 W0RL0 TRADE DRIVE, SUITE 312 ' SAN DIEGO, CALIFORNIA 92128 E N G I N E E R ·s (858)618-1704 Faxl858)618-5463 8" CL 150 A WWA 900 PVC PIPE l.iJ ~· . ....J ... ·co· ::t .... CJ .. ,q;:· . " ct ·~ .. ~· (.!) . . <:·. SC ~C) -.J "'( C) 0 ~ Ci:: .• 0 -. C) 0 ct t-tl ~ lLJ +-""' Cl) (ij I") -(t ,_ ~ - :<:( (/) "' V) 13+00 L=252.82' 0 0 "5. ffi ffi (0 ffi ·1 fli 4 "' 'Sf" u, s:·. I i-.: -Cl) ' $ ·~ $ ~ 0 Cl) I I ::,. $ (.) ½ t ~ ' .C/) Q ::,. t -' Q _.;::. " ·-j '( ::,. '--" ' ,,_ ' ' (/J '---~ ' "' "' ><: ·k Cl) j... lJJ Cl) iLl '--II) '--'--iLl Cl) ~ Cll. Cl) ><: Lu ' " '--Cl) ><: -------- -:.:.. ------ ·~· .Q., :::..; () . () :::,. s Ctl lLJ co IJJ I OQ, OC) I · ~-i _,,_ I ts:· .. "' . "' "' i ·<\J·"Sf""" 'SI-'<) 'St""-'<) --'<} .. '<) 14+00 15+00 STA 14+89.66 EC Nt,984, 101.84 E6,238,858.96 / PLAN 1"= 40' 175 ::::alls IVlagdalsra, Suits 101 Enciric:as, Ci\ 92024 (760) 753-1120 Cl) s: ' -'--Cl) "< 8" CL 200 AW A C900 PVC PIPE 8" CL 15 AWWA C900 PVC PIP!2 NO JOINTS WITH/ · 4' OF SEWER PER CASE 2 ZONED . F DEPT OF.HEAL TH . ' " '-- iLl SERVICES CRO SING STANDARDS (/J s: ~ "" -'--(/) iLl S:.oo lJJ Cl) (.) (/J (.) ::,. f:t f£ ,:, Q: ,:,. u:c: IQ "' .::,. Cl) i;J ~ . l,j I . S:1 ~. ' ' -... '--'--Cl). Cl) ><· Lu STA 2" I ' Q ' " '-- $ (.} ~ i!j I ::,. u, ' Q (.) Cl) I (/J ' -· ::,. s: (.) (/) " K ' L IQ ,,_ I ,:, .(.) " ' Gj Cl) Q 1-.. '--" Q Cl) ·.~ '--" '~-a '--Cl) -i-:_· " . Ur ~ Gj '--(,j Cl) Q .... Lu a Cl) ·6} OF PIPE ·j ' ------.,., --" ·' 1 • ,. ,-. ., • • -..J ! ~ "" -· ' .. -~-->--:-..:._ - f-- si:: ....;J 16+00 PROFILE HORIZ: 1"=40' VERT: 1"=8' CE LATERAL D CAP PER CMWD DWG W4 AND W8 METER 29 STA 19+13.31 I I ,$'.oo' 17+00 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 STA 19+11.54 N1,983, 781. 66 E6,238,599.47 CONNECTION TO PROPOSED 12" RW PIPELINE SEE DETAILS @@ l'C' .·· ·. ·····••· .. · ....• · l.J . · 116.00' vc ~, CJ STA 11+97.41 BC Nt,983,858.43 E6,238,670.65 (£_ PIPELINE CURVE DATA 'SI- '<) . ~ -4 . 0) - 5=0.00 i \ S:0:414 (.) s co 19+00 STA 18+98.00 EC DEFL= 90° RT Nt,983,113.31 E6,238,611.14 THRUST BLOCK PER CMWD STD DWG NO STA 19+14.90 W15 8" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 12" A WWA C900 PVC RECYCLED WATER PIPELINE SEE DWG C-15 , ... ,,. Ci 12" AWWA 0900 PVC RECYCLED WATER \ PIPELINE -SEE DWG C-15~ INSPECTOR DATE 170 160 150 140 120 110 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION WITHIN PROPOSED RECYCLE 2. REFER TO ORA WING CD-8 FOR METER SCHED PIPELINES ER PIPE ROUTE. 3. PROVIDE 2" IR SERVICE LATERALS OUTL PER CMWD STANDARD DWG W4 AND 8" PVC MAIN AS 4. PROVIDE THRUST BLOCK AT PER CMWD STANDARD DW ELBOWS ING AND PLAIN END PIPES SHALL BE L/GNMENTS IN BOTH HORIZONTAL AND 5. HIGH DEFLECTION C USED FOR CURV VERTICAL DI EXCEED NS. HIGH DEFLECTION COUPLING SHALL NOT REES AND THE JOINT LENGTH SHALL NOT BE LESS THAN TRACTOR TO VERIFY METER BOX LOCA T/ON WITH OWNERS REPRESENTATIVE ON SITE BEFORE !NSTALLA T!ON TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. NOT IN CONTRACT 1 DECOAD rerns ~ ~ ~ lfi EH i'fiEl'All!lD, lN Pm!', !IASm llil0II l!'F(YW1T!O\'l R!!lh'!1lle:l BY O'!'!E!S. l'IW!I.E 11,::S ~l'la\l IS i'E,,;,:J 1"1) ~ Fi8.W:il.E, FB8 &JCM,.,"'01' ~ ml ~.H/ifj f\0,C,~l'Of!T,£~ OFTI-IIS~()IWll1il'ffi ,JC(,c\1S C!R 011iJSSIOMS Wl-llC!l l,jjl,y HA\!!: ~'I li'i!Ctlfli"Ol!A'!l!l ~ffO IT Afi A ~£0\~1..T, UlOSE IB.YIM Gil ml! ~ -A!'!i ,1.1:1,::C:ll l'll OS<~JN INDSPl!IIDElli YEl!ii~TIOH (JI' ITT! w:llR"C!' Bil'l'll'!i Al'PL\'1116 IT FOIi AIIY Pl.1111"0$.E. DISCIPLINE DWG NO ~===r:==1=====================1===1==J===J===r;:1::;:::::3:;;::;-l;::::::::;;:c::;;1T;;;Y;::;=o;:F;;;:::::c~AR~IS::;;::::;;;::B=AD~ ~s-HE-ET-s ENGINEERING DEPARTMENT 115 C-19 DA.TE ! JN;TI.A.L !)ATE lhJITI.A.L ENGINEE~ OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY i,P:::>S;OVAL IMPROVEMENT PLANS FOR CWRF PIPELINE TO "D" TANKS REACHES I a 3 BA TIQUITOS DR PLAN & PROFILE-ST A 13+00 TO STA 19+17.54 APPRQVED ~LUA}! ~.UMMER &tMfu &. ~-,, ...... , 2·22 -o.3 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 /06 DA TE CriKD BY• AB OWN BY• DG/NL/MC PROJECT NO. I DRAWING NO. RV\ID BY, PH 38671-A 403-18 u I "' 0:, -..,. -X I (U 0 "' 0 (U u "' <[ o._ V? _J "' <[ u X I (U 0 r-- 0 (\J CJ V? "' (U 0 (U 0 "' -(\J '° X I (lJ 0 r-- 0 (lJ z CJ ~ _J <[ X I (lJ 0 "' 0 (\J V? _J -1- ::J X I (\J 0 " 0 (U z CJ ~ _J <[ X I (\J 0 " 0 (U C') '"' I □ o._ □ >-I X I (lJ 0 " 0 (\J "' u □ _J '"' :::: >- (I; I "'(U Oo -" C: 0 -(\J "' w -v'.) v'.) ::o b "' X ,,; w ~ f-)lc <[ "' "' 300 290 280 270 260 ' --i...,,. ..,,. 250 240 --· ,· -----___ .,,. ---- 1+00 2+00 STA~ \2" BLO -0 A PER CMWD STD DWG NO W6 \ STA 1+00.00 N1, 984,986.03 E6,240,699.91 END CAP W/THRUST BLOCK PER CMWD STD DWG NO W15 METER 52 STA 1+10.00 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG W4 AND WB CC\,' L. 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S 18581618-1704 Fax18581618-5463 4" Cl '200 AWWA 0900 PVC /PE 300.00' vc 3+00 4+00 5+00 TOP OF.PIPE ::::,. Lt., Q Cl) "(') ~ "-. +. (\j IC) (0 6+00 7+00 -J q;: ffi --------- S=0.01$=0.00 I 8+00 lli ·'-e- ::, ' c:il Q () () llJ '< ijj ' '' ~· ' "' ' .,,, j ' ,_., .-. " , ·- " --·--------- I l "S=O. 9+00 Q Q "5 <>;) ... ~ Cl) . I ! :,.. Cl) Cl) ~ Lt., ., ::::,. -J Ci) ~ ~· (.) (). a: ~ ' ' " 1· "' -e-"O Ci) llJ ' C\J 10+00 I I (..): '-+ .Q ~ $' ' ::,I cc Cl . . . ..J (.) -!Ul··"'' ''' /--t _Q ,.. i-.. ' Ci) "' llJ Ci) Gj s fl:: 300 290 280 270 260 250 240 NOTES: 1. CONTRACTOR TO FIELD VERIFY All EXISTING UT/LITES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 6" PVC MAIN AS PER CMWD STANDARD DWG W4 AND W8. 3. CONTRACTOR SHALL POTHOLE TO lOCA TE EXISTING 8" RIV PIPELINE PRIOR TO EXCAVATION 4. CUT EXISTING 8" RW PIPELINE TO CONNECT NEW 4" RW PiPE. CAP AND ABANDON-IN-PLACE EXISTING 8" RW AFTER CONNECTION TO 4" RW PIPE. EXISTING VALVES TO BE REMOVED. 5. REFER TO DRAWING CD-8 FOR METER SCHEDULE. 6. PROVIDE THRUST BLOCK AT TEE AND All ELBOWS PER CMWD STD DWG NO W15. 7. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 8. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER AT LOCA T!ONS OF ENCROACHMENT. 9. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. PROFILE STA 9+81.31 ·,75 Calie V:a;;;dS:ena, 0:0~1::a iC:' =ncinites, CA s20;:::,4 (750) 753-1,2::J 24" CML& TC STEEL ( RECYCLED WATER PIPELINE (384 ZONE} SEE DWG C-7 HORIZ: 1H=40' VERT: 1H=8' 4" AWWA 0900 PVC RECYCLED WATER PIPELINE(550-ZONE) STA 8+76.05 DEFL= 45°00'00"RT Nt,985,235.36 E6,241,433.89 THRUST BLOCK PER CMWD STD DWG NO METER 54 STA 8+01.00 2" IR SERVICE LATERAL WITH END CAP PER CM.WO STD DWG W4 / W15 \ AND W8 ·· .... -_ -. ' 'I R/W . . ,--,--~. -.,..,,_-:: __ ~ .. ,_::: . .:;:;;;;:;.~:::c==-:=:-===::-cc::::cc-:::;,~.=/'/Ji'+l=. 1 _=-"=~\:;~==:::::__ --~r-- _ ,--T ·---· •· ~+oo ·_ ·· .. _ ... ··_._):-too _ -" _ .· STA 9+37,10 1! ii DEFL= 4°00'00"L T Nt,985,232.31 E6,241, 490.26 G _. "_tS;3BU_IL_T" P.f--4vfZ7 EXP. /2/~UQ_r,, R.EVIE,E LO . INSPECTOR STA 9+90.20 4" GV W/VALVE BOX ASSY PER CMWD STD DWG NO W13 AND W16 DATE DATE : l~~ITli",L ENGINEER OF WORK STA 9+94.25 \ 4" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 4" A WWA 0900 PVC RECYCLED WATER PIPELINE -SEE DWG 21 w- STA 9+85.00 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 STA 9+92.21 Nt,985,251.25 E6,241,541.63 CONNECTION TO 4" RW PIPELINE SEE DETAILCf'°j 'E§} ST A 10+ 10.11:t N1,985,256.45 E6,241,559.49 CONNECT/ON TO EXISTING 8" RW PIPELINE f2'i SEE DETAIL 'E§} \_4"X8" FLG REDUCER CAP AND ABANDON-IN-PLACE EXISTING 8" RW, SEE NOTE 4 DATE INITIAL DA TE I INl--:lAL REVISION DESCRIPTION CITY APPROVAL IMPROVEMENT PLANS FOR: DISCIPLINE DWG NO C-20 SHEETS 1 115 CWRF PIPELINE TO "D" TANKS REACHES I a 3 POINT SETT IA LN/ A VIARA PKWY PLAN & PROFILE-STA 1+00.00 TO STA 7+70.87 APPROVED :"11LLIAM ~P~UMMER 4t«/4is ✓-~-kn < 2-21-u DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE OWN SY: DG/NL/MC PROJECT NO. I DRAWING NO, CHKD BY: AB """"71-& 40"'-"B RV'wD BY• PH ~ ,.. v 1 ,__ ___________ __., _____________________ ..._ _______________________________________________________________________________________ ___,,1 f---- 18 (J) w I 0 z ~ LU _J <( 0 (.I) _j <( z 0 5 u :,: " 00 -st -X I (\J 0 " 0 (\J l'.l (,1 "° (\J 0 (\J 0 O' -(\J '1) X I (\J 0 " 0 (\J u °' <[ Q_ (,1 _J °' <[ u X I (\J 0 " 0 (\J z l'.l ~ _J <[ X I (\J 0 " 0 (\J (,1 _J ->-::, X I (\J 0 " 0 (\J z l'.l -_J <[ X I (\J 0 " 0 (\J (') "" I □ Q_ □ f- l X I (\J 0 " 0 (\J "' u □ ....I "" ::::; f- ., I ,. (\J oo -" <=o -CJ °" -Wv, (/) L... ::, w °" X 310 I--- Cl) ... t5 +, a .oa 300 I---0). .Q < C\i <::, QCl ti I---1--- 290 <::, () . ~.s:· ..:t <ct ·.·;:: C) ' C\i 280 270 260 250 1+00 STA 1+00 ......,Q. ~~\ STA 1+00 BC Nt,986,372.57 E6,241, 119.46 EXISTING 12" PVC RW PIPELINE PER CMWD 86-504 ~ ~ l!.J . :,.. ><: a c:,. ~ C!j -<::, a <') <o ~ .. ~ <::, <::, + SC _, .,_. -___ :,~ Q) :;; ;:: i:1.: ' ' ,.. SD ,! L 12396 WORLD TRADE DRIVE, SUITE 312 . . . SAN DIEGO, CALIFORNIA 92126 G I N E E R S (858)618-1704 fax(85B!61B-5463 lt.. C) ·~· C) -..J Ill ' "I '' ' ~r " 1-.. 1-.. Cl) Cl) )( G5 -· llJ 20.00' ~ §? i~ i~ 2+00 STA 1+03.00 i .. I 20.oo'vc 1 () () :,.. :,.. co UJ (() (0 ...,. "l· <\j QC\i Q ,.. a <o IC) C\i ;;;; "" ·<l{) SC C\I "C C\i ½ Clh n.. Cl) I---Cl) . I--- 3+00 (£ PIPELINE CURVE DATA 4" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 .6.= 9°52'59" R= 1427 L= 2 4+00 STA 5+03.00 2" AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W7 ' i 4" L 200 AWWA C900 PV PIPE l!.J :,.. ><: ())... a -..J C) C, ~ ~ Cl) a ---. co a ·~ ffi ffi ffi ffi i i:r: Q :;; l!.J . Cl) . I:! 1--. . 'l---k k -,. -,. <lO -.J -,. ·S: s: s: s: s: ,.. ct Lu I() IC) ct Lu -:,.. SC C\I "C -:,.. (t ~ SC _, ·sc C, :,.. . SC " -.J ~ ·~ ~· c... Q ~ ' ::: ~ ~ (.) (.) ' SC I---I---' SC "' "' ·"' . "' "' "' Cl) "" :,.. C/) ,.. ~ C/) C\i :,.. Q ~--' ' ' ' ' ~--"' ~ ~-<o ; co ----:·-· 1-.. k k k 1-.. 1-.. ! 1- Cl) (/J Cl) Cl) Cl) Cl) ! {/) UJ WJ UJ IJ.J .. lll lll f UJ ----:-.-------- 10.oo·vc[ 7 2fJ.. oo ·vc . . I 20.oo'vc . 5+00 6+00 STA 5+00.00 PRO 4" GV W/VAL VE HORIZ: BOX ASSY PER CMWD STD DWG NO W13 AND W16 I /--. ·-"-· -~- -I =--'.;.:.:.:=:.-=-= ./ . -.. . ---_-. ---_ -- 12· P!Ef'~ --···-6±.00 --·· ! (£ PIPELINE CURVE DATA l;.= 13°10'53" R= 1427.35' L= 328.37' STA 6+74.55 EC Nt,985,859.38 E6,241,386.80 VERT: ~ () :,.. co ((). <lO SC C\i I---Cl C/) I--- () :,.. Lu I i (.) () :,..I :,.. co l!.J EXISTING 30' WATER EASEMENT RECORDED IN \ ' . , BOOK 7278. PAGE_ 537, PCT PLAN fu= 40' 3. PROVIDE THRUST BLOCK AT TEE AND ALL ELBOVv'S PER CMWD STANDARD DWG NO W15. 4. REFER TO ORA WING CD-8 FOR METER SCHEDULE. EXISTING AND FlNlSH .SURFACE 8+00 10..00'VC . --------~ () :,.. co . "" C\J SC SC -· · I---. Q I---·Q .Cl) f-(/) I--- 9+00 4" AWWA C900 PVC RECYCLED WATER PIPELINE(550-ZONE) .NO .. ' ..... ··.·.··.,rr··.·.'•' ' ; . '' : . . . CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 5. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 2. CONTRACTOR SHALL POTHOLE TO LOCATE EXISTING 12" AND 18" ACP WATER PIPELINES PRIOR TO EXCAVATION. '75 Calle J\l.eg:jaiana, S~i-cs 10: Encinitas, CA C:20;:::::iL (760) 753-T:20 lllillOIID IIIWYING ;HIS ~ ~ IN llE!lfl PREPAAEO, 111 IW!l', e,,951) ~ w~ TIO!-, Fufi.',!SIIEI) llY OT!iEM. Wl!il.E THIS ~l'lnli IS Brul:'iiiD TO BE PaiA6LE, F1!S & J CA.,me;r ASS1JRE ITSAC'Cllfl~ Ai'il, ~ !8, hvf f!rt:f~l'OIH!!E ~Of i!IS~~ OR p.,,., . .. Ol'l ~ WHICIHMY HAVE ll&lf ~fill lNTO IT •,f Ji KE~UI.T, THOSE Ra'!lffi ON 1HS llEOOAll 1111~ I& /&'Mell TO OlR AJH ~ \1611.'RCATIOII 0, ft! M:J;;'~ llfifO/IE A ~Pl Yll'iG iT F!lfl ANY l'Vlll>Oiit "A§_-BUIL T" Q•• ~f ,, s"•.30-0~ (_. P.E. 4{, fZ7 EXP. !Z/3!/dt, , DATE REVIEWED BY: r12Jk~ INSPECTOR & •'' r, 16'$ ,__DA_TE_~' _lls_,,-_IP_.L_ DA TE ENGINEER OF WO?.K 10+00 REVISION DESCRIPTION .... .............. ,;.__..;: __ _ ----------------- 20 . .00'VC, -"' . 1-.. 1-.. Cl) Cl) G5 G5 -~_..,.. ___ _ i:o ,. (() co (0 C\i ::: I ------------ () :,.. IJ.J s~-t.6a . ' 20.00'v& - ·t t I , , 310 300 ,.. ! 290 280 270 260 250 11+00 12+00 13+00 STA 12+98.00 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 I I ---w·-·, ___ _j_1•1-.:::;_-_:_ . I . / 4" A WWA C900 PVC RECYCLED WATER PIPELINE (550 ZONE} SEE DWG C-20 I '/ -w--1-,- l .. I -~ -::_:::._El-,....-_ - STA 13+01.00 4" GV W/VALVE BOX ASSY PER CMWD STD DWG NO W13 AND vl/16 STA 13+03.66 Nt,985,251.25 E6,241,541.63 CONNECTION TO 4" RW PIPELINE SEE DETAIL~ ~ 24" CML& TC STEEL RECYCLED WATER PIPELINE (384 ZONE} SEE DWG C-7 DATE INITIAL DATE OTHi:R \\PPROVAL CITY APPROVAL CITY OF CARLSBAD ENGINEERING DEPARTMENT PLANS FOR: DISCIPLINE DWG l·~O C-21 i SHEETS i 115 PIPELINE TO "D" TANKS EACHES I 8 3 AVIARA PKWY PLAN STA 1+00 TO STA 13+03.66 DEPUTY CITY ENGINEER OWN BY: DG/NL/MC CHKD BY: AB RV'wD BY: PH T, r F ~ '---- ' -c r F L2 Cf.) w I 0 z z w _J <( 0 CJ) _J <( z 0 a: 0 u :r: " ro -... -X I (\J 0 " 0 (\J - 100 90 80 il. (D ~ "- (I) he :::, () Q :::, Cl () tu :,,. rit ,_ () he ,_ '1) (I) "' "' i I ! ·~ ~ (I) ~ -'S( 'S( (/)I i Q Q ~ 0 () ,,,., 'S( ' ' 0:, "" ,_ ,_ (I) (I) "' )( .. -6'" L 200 AWWA C900 PV' PIPE -..J SC a: ~ I SC _, 0 ~ () () 0 . :,, :,, . <') ffi Q Q "-' ' .... Cl) ... " 'O ,_ ,_ ~ ~ (I) ~ )( EXISTING A D -FINISH G{iA E ,_ ,_ CJ) (I) I;; )( Cl) ·"'· I " "" I □ 0.. □ f- l X I (\J 0 70 -----~----~--1::..----+ . .. . .. . . ..... .• . ... .. .. .. J " 0 (\J u :r: " 0) -... -X I (\J 0 r--- 0 (\J q q <[ q ), :,: u X I (\J 0 " 0 (\J u (le <[ 0.. V) -' (le <[ u X I (\J 0 " 0 (\J z l.:J ~ -' <[ X I (\J 0 " 0 (\J 60 50 40 30 j i ! I I 1+00 ::,. co 0 0 "5 "-. 'O (,;) ... ,_ IC ~ .e: Cl) ::,. Lu <.o "-i ·ic.i ~ "-'IO ... .,_ ' . "I" I---. Cl) ~ . I I 2+00 3. REFER TO ORA WING CD-8 FOR METER SCHEDULE. 'O '<o 'O ,,.: i~ (X) 0) • 0 <\! . "I" en to IC .k (C ·~ e: If-e: 3+00 ~~;:_;_--:'--''.""'-.;_;;::-'-'-;;;;;;...~.ri'---"""<;s~-o~.0011;--~------r,7ci:o7f'ft"'~ ... <\! <\! ,-..: -"-... <") <") IC IC ~ Q () .::,. lU <\! <\! ,-..: <") ... <") ~ C/i I ~ ··~ - () () () () .. I() ::,. ::,. :::,. ::,.. ' ::,. LU CQ ···" LU CQ iLU ' I ,_ "I" ,-..: i . IC ' e: I ' "-"-"-"-' "- <.o <.o t6 (0 .:IQ .. ~. <") <\! . tl;l "I" "' I<) . to "-~/~~ .0 ... 0) .... "-... 0) ·Ji ' I lt,) • r ·(li) ""· ,-..: l() ,-..: ,,., ,-..: .. 0).' .. 0) <c <c (C <o <( <c / <:C <c ~ i:1:: i:1:: i:s e: e: ·i::·· ·E: 1---·· l"-Q Cr) Cl) Cl) Cl) Cl) e: i Cl) 1---. i 4+00 5+00 6+00 5. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER s.0.02 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR AT LOCA T/ONS OF ENCROACHMENT. PLAN CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. 6. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS ~ HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE REPRESENTATIVE ON SITE BEFORE INST ALLA T/ON TO ENSURE ~ £ JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. rum·~------------------------------------------~ u g,- 1 " (\J 0 " (') 0 O C\Jo / (\J (\J 00 /(') " 0 ,;:: (\J :, -'.'.-, 0.. CG\; L 12396 WORLD TRADE DRIVE, SUITE 312 t3 ~ ' SAN DIEGO, CALIFORNIA 92128 -,. ~ .? ....._ E N G I N E E R S {858}618-17Dt,. Fax(858)618-5463 :75 Calls Magdalena, Suite ';01 Encimc::as, CA 920?4 (760) 753-1120 RliOORD llJWl!!IG 1m ~ ~ .!!M i:!!:E!I ~. ill l'MT,-IIASl!O tlPlll<I f/'~Tl(l!i Ft~ iW ~ YffilU 1lllS ~'l'lml is B;::c,ffill TO !lE flalAl!ltE, PBS &.J CAllllGT ASSll!!E IT&~ flMiJ Ti-l'JS 1$ ;i\YI i'Sli'~ fORTffE ltOOURAGY OFTHISAEOOl!ltl'!lllililll 0~ =~ I'~ "" . . ",v~ --~ .,_, OIISMOIIS fti1IQI IIAY IIAY£118f.~ INTO IT I,;, I\ l'!!"S;J!.f, 'lffOIIE IIELV1116 ON TltS REID1I>■. . . . .IC A!E A::Nlffil TO l.lil'ADI ~ ~T!ON OF 11'8 Ml~ a!il'Olt\; &.l'l't. 'fl!!l!l IT l'Gfl AffY PfH!IPSff. • () -::,. co "I" -lei 'O "- + <c -"-0) <.o ~ e: i Cl) I 7+00 REVIEWED BY, INSPECTOR ~ 0: i':! "' Q & I () () :,. 'S( tu ' lii ' " "" ~ I k ,__ (I) (I) )( )( S-0,02 ~ .. ~ i -I ~· . <::I I ~ ··<:::, ...., -:S - () () -•~ ::,. .::,. lU CQ ltl· "I" I<) ! • "I" "1-IC 0) (X) "I" t "-+ to ... "' ,_ .IQ o; "-oi .0) <.o <c i .<Q. -i'.:: ~ i1'.: e: Q e: Cl) v.i. 1,-,. o/) 8+00 --------- S=0;01 I () ~ ::,. co LI.I "-"- Pl 0) ,-..: . ·,-: """'"·1(1) <") -+ ~ " 0) r ' <:Cl'° "C +-Q 1--- C/Ji 1---Cl) 9+00 INITiAL ENGINEER OF WORK () ·::,. tl'.;i . 'O 'SI- <ll5 "-'O 0 ·<") -}."" . ., ,-: "-"- ·~ e.: e.: Cl) (.) ::,. l.i,i 'O "I" (ij "-... "C 1-- (/) Cl ·IQ· --~ Q I--- 10+00 "C ~ l--Q Cl) 1-- REVISION DESCRIPTION .,_ . "-"" I---·<l Cl) 1--- 11+00 DATE INITiA!.... DATE ,_ () :::, Cl 12+00 1 100 90 80 70 60 50 40 30 ST A 11+84. 16 EC Nt,984,461.97 E6,236,537.63 i INITIAL DISCIPUNE DWG NO C-22 1 s~~T I CITY OF CARLSBAD SHEETS 115 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "~" TANKS REACHES I a HARBOR POINT ROAD PLAN & PROFILE -ST A 1+50 TO ST A 12+50 APPROVE~ WILLIAM E.mR ~~ L ,,,. ... .., ... '< 2-zz#@ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /06 DATE DWN BY: DGl)jLlMC PROJECT NO. DRAWING NO. CHKD BY; AB 38871-A 403-18 OTHER APPROVAL CITY APPROVAL R\/wD BY, PH "'~i... __________________________________________ ..,_ _______________________________________________________________________________________________________________ ~ --·-···-··-----------· ----------------- [ [o co ~ 0 z z w _J <( 0 00 _J <( z Q a: 0 a.. ,_ a.. ;,a °' u X I (\J 0 " 0 (\J u :r: " 0) -..--X I (\J 0 l'- 0 (\J 0:::, 0:::, <l: 0::, ;,a ::,: u X i (\J 0 l'- 0 (\J u °' <l: a.. (/) _J °' <l: u X I (\J 0 " 0 (\J z CJ -_J <l: X I (\J 0 " 0 (V (/) _J -,_ :::, X I (V 0 " 0 (V z CJ -_J <l: X I (V 0 " 0 (V 120 110 100 90 80 I . I I Cc (/) I '-U --1 ., <i: I s ' I i (!) i '-U Q ! (/) ili i Qi ' "' r-::...- (/) . X: Lu ' -----+-·- l (.) :,,. Q . ... 1-- . (/) GS it i I h. I -i:.:.::. i (.) --. f-. ···~ ::, (.) (.) Cl Q :::, e :,,. ·~ (.) a Q "( :,,. ii .., Lu "' (.) f'< h. 1--h. .. t; (/) (/) VJ X: X: X: f IJ.J Lu Lu i I ' 5=0,01 70 ·~ 60 Cl) 12+00 S=0,01 () ::,. [l'.l -oi 0) ,. . "" - . "' ... h. Cl) 0.0 vc () ::,. .l(j .... oi --.<- I") C') <'} -"-i:'.: 2:: Cl) 13+00 , 20.0 vc C\I ""' ~ "' ~' "C") I") -<') -,sf "-"-s:: Q 6-.Q h. Cl) 6- ' "" '<) co '·+ .'<) ~ 'st .. "' "- h. 2:: Cl) 14+00 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 5. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER AT LOCATIONS OF ENCROACHMENT. 6. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. rs s Lu (/) Q Q (.) ' (.) :,,. "( -"' "' ----- () ' () ::,. ::,. OJ lJJ <o . oO 175 Calle \!1sgciaiena, S:_,;its 10: Cc\; L 12396 WORLD TRADE DRIVE, SUITE 312 ., SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S (858)618-1704 Fax{858)618-5463 E::r1cinitas, C:A 9202L (760) 753-"'1?0 - 6" CL 200 AW · A · C900 PVC PIPE --------- 15+00 h. (.) ::, Cl STA 16+06.18 2" MAR VALVE ASSY PER CMWD STD DWG NO W6 )... Cl) HJ.00 vc () ::,. Q:l C) C) .. '-0 .....: oO "' .. h. 2:: Cl) I Q) ::b 4-i "- ' .....: ' oO 1 </) 2:: 16+00 9■ lllttUFYllllG )... 10.QO' ::,. Q:l , .. <O I") c:i -,. ~ IC -·-y..:: co ~ 2:: Cl) · EXSTING AND FINISH G 'ADE TOP OF !PE G ::,. Lu <O I"). <S ,. I") IC -· "<\i '' oO 1::: 2:: C/) 17+00 120 110 100 ffi h. s: h. (.) (.) .:::, & 5a "( :,,. (.) ' h. Lu 0:, (.) iZl 120 ·110 __ i -/ V ' ' ! '' \'t .. s·O· \ .. 100 a '<I-½ (Q & '<I-"-I<) (l: ,. <o co "" _,-,, C) --1--~ ½ 2:: ~ Cl) . 18+00 REVIEWED BY, 6" CL 150 A WWA C90 PVC PIPE EXSTINGAND . FINISH GRADE TOP OF PIPE I -l 19+00 DATE \ 2" IR SERVI E LATERAL WITH END CAP PER CMWD STD DWG NO W4 AND WB "f. DATE ! !NiTlfa.L Q; (/) SC X: h-. ' Lu C/) C\I / 1/!(J. 00' VC .. \\ \ \ I STA 20•9300 (/) X: Lu ,,.- ·~ iJ.J "-!llJ ~"I' -/ -/ 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG NO W4 AND WB STA 20+41.16 Nt,984, 053.34 E6,237,247.87 EC --/ \ CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING CURB AND GUTTER TO THE ORIGINAL CONDITION AS NEEDED DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OThER APPROVAL / .() ::,. <)... . ~ h. .. 100.QO' VC <;[" -~- ~1 160 150 140 130 120 110 100 22+00 23+00 DATE STA £1•78.£8 z2+1,3,zr,. DEFL= 45°00'00"/f RT {Vi, frJ0'4, 06£.58 EB, 2!J 1, !J 'l'IJ. fJ6 THRUST BLOCK PER CMWD STD DWG NO W15} I -----"-CONTRACTOR SHALL RESTORE EXISTING DECORATIVE BRICK TO ORIGINAL CONDITION EXISTING PLANTER STA 21+59.26 DEFL= 20°00'00"L T Nt,984, 060.19 E6,23 7,358.73 THRUST BLOCK PER CMWD STD DWG NO STA 21+43.59 DEFL= 22°00'00"rT Nt,984,064.47 E6,237,343.65 THRUST BLOCK PER CMWD STD DWG NO W15 W15 DISCIPLINE DWG NO C-23 SHEET 27 CITY OF CARLSBAD SHEETS 115 ! INITIAL ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" REACHES I a 3 HARBOR POINT ROAD PLAN & PROFILE -STA 12+50 TO TANKS STA 22+50 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE DWN BY: DG/NL/MC CHKD BY: AB PROJECT NO. 38871-A DRAWING NO. 403-18 CITY APPROVAL RVwD BY• PH N :o (JJ UJ I 0 z z UJ ..J <( 0 (fJ _j <( z Cl a: 0 0.. f- 0.. ~ °' u X I OJ 0 " 0 OJ u I " (D -... -X I ru 0 " 0 ru q q <J: q ~ :,: u X I ru 0 " 0 ru u °' <J: 0.. VJ _J °' <J: u X I ru 0 ,.__ 0 ru z l'.J -_J <J: X i (U 0 " 0 (U VJ _J ~ f-::::, X i CJ 0 " 0 (U z l'.J ~ _J <J: X I ru 0 " 0 (U Cc\; L 12396 WORLD TRADE DRIVE, SUITE 312 SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S (858)618-1704 Faxl85BJ61B-5463 17:5 =:ails Magdalena, Suite 101 Encinitas, =:A B?02L (760) 753-1120 180 170 160 150 140 (.) ::,. co le, 130 0) ct) + l') "' i'.::- (/J 120 23+00 ' I/ (C ct) 'SI-- 12: 6" CL 150 A WWA C900 PVC PIPE h. -f'-;,.. () () ::, ::, Cl Cl [;j -1-.. [;j ,___ I-.. 1-.. J VJ -{I) G} G} .:,;.;... __ _.,. () :,. lJJ le, 0\ --,,., ::, Cl ½ Cl --.Cl --~ ,-J Lu ~ lJ.j :-J ::::s-1--.: lJ.j EXISTING AND,__ 1-.. 1-.. FINJSH GRADE'{j_ '{J_ '{j_ -LulULu -TOP OF PIPE -- ::,. co Q le, o:i C\J + 'SI-"' ;:::: (/J 20.00 vc ::,. lJJ Cl le, o:i -'I-(C -<") + --"---'St o:i "' o:i --~ 12: .[.: (/J 24+00 PROFILE HORIZ: 1"=40' VERT: 1"::8' 6" AWWA C900 PVC RECYCLED WATER PIPELINE 7 STA 23+25.75 BC \ Nt,984, 112.93 E6,237,509.32 (f_ PIPELINE CURVE DA TA .t:,;,02°32'49" R=1000.00' L=44.45' CONTRACT0,9 SHALL REPLACE THE ENTIRE SECTION OF THE CROSSGUTTER FROM EXPANSION JOINT TO EXPANSION JOINT AT THIS LOCA TiON PLAN t·= 40' STA 25+02.00 6" GV W/ VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 THRUST BLOCK PER CMWD STD D WG NO W15 IF 7 ffi!S Nl!l(ft) tl!Ull■IIIJ .Ut-8. I U!J.£.11!11, II fM'l'.-~- t>,;;0,~?c'\!I ,,O:l PJ!t!llllllill B'\' <m!E!lS. WfflUi -~ IS Bi• C 8) Tl' t" ,t'llA!ll.I, !'!IS & J ~ "5!Jff ITS ~V. !-."11J Tl ·;; ·•-.c ~cii"f~fOIITilE~"'l'OFTHISl'll:COiili;;J,W,HS i-'\, ·:< Ctt.~SWHICHJ.t\Y!:t\Vie~·'~~ ~-,-'.S ;', :~· :'..:;\J,.T, Th'OSE Fi!LY!J¾'l Gt; T~ ~ Ot"¾Yf~~ 1'.~ flD'f:-'ffEJ ·t O C\iaT,:;_it'l tHCE~ VEmACATIGH OlF ITS ~~y ScfGfiti Af>PLYING IT FQl'i .411V ,.llfii'O&S. i , 25+00 180 170 160 150 140 130 120 STA ~§ @hid@ 24+75.00 2 AIR & VAC VAL VE ASSY PER CMWD STD DWG NO W6 12" A WWA 0900 PVC RECYCLED WATER PIPELINE -SEE DWG C-14 STA 25+04.80 Nt,984, 14 0.51 E6,23 7,686.22 CONNECTION TO 12" RW PIPELINE SEE DETAIL@ NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVA T/ON WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 6" PVC MAIN AS PER CMWD STANDARD DWG NO W4 AND WB. 3. REFER TO ORA WING CD-8 FOR METER SCHEDULE. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. IMPROVEMENT PLANS FOR: DISCPUNE DWG NO C-24 SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES I a 3 GINGER AVE PLAN & PROFILE -STA 23+00 TO STA 25+04.80 PLUMMER L r N I~ ~ ,o c.o w I 0 z z w _J <( 0 c.o _J <( z 0 a: 0 u I " OJ -... -X I ru 0 " 0 ru u I "' OJ -.., -X I ru 0 " 0 ru A A <I: A )< :,,: u X I CJ 0 " 0 ru u "' <I: "-"' ...J "' <I: u X : CJ c:, " 0 ru z l'.J ~ ...J <I: X I ru c:, " 0 ru "' _J ~ f-:::, X I ru 0 r--- 0 ru z l'.J ~ _J <I: X I ru 0 r--- 0 ru <I: ' D "-□ f-l X I (\J 0 " 0 ru NOTES: 180 170 160 150 : 140 130 120 110 EXSTING 12" PVC RW PIPELINE PER CMWD 94-302-~ STA 1+19.20 Nt,985,355.34 EB,237,863.09 CONNECTION TO EXS T PVC RW PIPELINE SEE DETAIL{I"j 'cJJ 12" s:: Q: . 10.00' ' ,,_ h Cl) ... ~ C) f,.. I.<'. C) -~, • f,.. 9) Q <') ~· " 'SI-< -·-V-· C) Cl. 1+00 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE 2" !R SERVICE LATERALS OUTLET ON 4" PVC MAIN AS PER CMWD STANDARD DWG NO W4 AND W8. 3. REFER TO ORA WING C0-8 FOR METER SCHEDULE. 4. HIGH DEFLECTION COUPLING ANO PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES ANO THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 5. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. vc (.) (.) ::,. ::,. QJ iJJ ..... -C") .<") .<ii .9> '-0, 'SI' 'O. <') IC) C") + + .'SI-"1-,-. ,,_ ~ ~ ~ Cl) ~ Cl) 2+00 STA 1+32.82 BC N1, 985,341.72 E6,237,863.09 175 :::=eile Magdalene, Suit:;e 101 Encintes, CA. 92024 (760) 753-:120 CG\; L 12396 WORLD TRADE DRIVE, SUITE 312 !.3 ~ : SAN DIEGO, CAUFORNIA 92128 ); <J: E N G l N E E R S {858)618-1704 Faxl85Bl618-S463 6" Gt 200 A WWA C900 PVC PIPE ~XSTING AND FINISH GRADE ! . ~ ~OP OF PIPE. 3+00 STA 4+52.84 Nt,985,023.55 E6,237,896.26 CONNECTION TO 4" AND 6" RW PIPELINE SEE DETAIL {I"j_ 'cJJ ~ (Q '<t '<t ,-. ·e: ,_ 4+00 'SI- ~· c\j I<) . ----+ 'SI- ;::, f,.. (Q Cl) ~ '<t - Q; f-... (\J .._ <o .~ ~ 4" CL 200 AWWA C900 P C PtPE :,.. 180 Cl) SC lJ:J , , .:,,_ .. -.J ~ 170 CJ) @ .s:· €s ' a: 160 f-' ·oe CJ) -• l;i f- CJ) ·>< [!.J 150 ----------+--------~--<-- S--0.83 5+00 PROFILE HORIZ: 1"=40' VERT: 1"=8' STA 4+55.34 2" AIR & VAC VAL VE ASSEMBLY PER CMWD STD OV✓G NO W7 STA 4+50.84 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 ·() , .. (.) ., :,,. .:,.. co lJ:J (.) :,. co 6+00 "AS-BUILT" Q C( ;:> • J"-30-0? Pl:-;;t,/27 EXP. f2./3J/0t,, DATE l-tf,eif DATE (.) , :,. Lu -------,------- . i I I 7+00 8+00 STA 8+19.50 / 2" BLOW-OFF ASSY PER CMWO STD DWG NO W6 9+00 METER 73 STA 8+20.00 2" IR SERVICE LATERAL WITH END CAP PER 140 130 120 110 CWMD STD OWG NOW W4 ANO wa DISCIPLINE DWG NO C-25 1-----t----+------+-----+---+-----;----J ~ :=::::=:::::::::::'....:::::::========='--==~ CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 115 DAT::: INITIA:... DATE , INITIAL DATE IN!Tlfa.L ENGINEER OF WORK REVISION DESCRIPTION o:rER APPROVAL CITY .D1PPROVAL IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I 8 3 SEASCAPE DRIVE PLAN & PROFILE -STA 1+19.20 TO STA 8+74.73 APf";~LIAM EAJ~ER ~ ~ ~?J?> •"'L---2-'Zl--o.J DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE OWN BY: DG/NL/MC PROJECT NO. DRAWING NO. CHKO BY: AB """""71-A 40"" 18 R\/\,,i;J 3Y: PH ~--"'°°-----~ v-oo._ _______________ .11.-__________________________ ..,_ _______________________________________________________________________________________________________________ _ [_ N 0 Cl) w I () ~ z w _J <( 0 Cl) _J <( z ~ u I " ro -... -X I (\J 0 " 0 (\J "' "' <[ "' ::,, ::s: u X I (\J 0 " 0 (\J u "' <[ 0.. (/) ...J "' <[ u X I (\J D " D (\J z l'.l ~ ...J <[ X I OJ D " 0 OJ (,) ...J -f-:::, X I (\J 0 " 0 (\J z l'.l -...J <[ X I OJ 0 " D (\J <[ I □ 0.. □ f- l X I (\J D " 0 OJ "' u □ ...J -"' '"f-,. I 0 (\J -o ,: " D & cu w_ (/) (/) :::, "-w "' X 180 170 160 150 140 130 () () () () ::,. ::,. ·[. () .. (l:) Cl ll.J I I :::: -,_ ' -... -l~ .,.._ 120 "' C\J ~ ~ c\j . C) IO .<') "' ... -.'SI--... .... <') -"I-'Sf .. ,_ -.~ .si:: si:: i:.': 2: . l-. CQ.h Cl (/) Cl) Ii-Ci) h Cl) 110 C\J "O <') "' - 2: "' (Q I,.. I,.. EE ------- -.J si:: ffi 1-. -.J ~ ~ -------t-- S:0,00 · 20. IIC () () () ::,. ::,. ::,. Ill l.u a:i 'St l") 'SI-0) .. ll:) 0) ~ "<· 0 o;j C) ,-· <") <') '<) I<) '<) ~ ... .... <') .....: l") " <') " "' "' 'Sf -. ,-.. -~ ~ ~ 2: 2: 2: (/J ~ f· , >-\ ' .. ?-.. (/)\ j ' (/) r ·I I si:: \ ' .~ ' t li.J ' ~ ::,. I .. . -.J 1 '( \ i:-::,. \cl t ~ Q "lj-() :r: I I :;: s \,. .•.. 0-, I . 1-,..;.·· . ~·· -0 (/) )( I 0:: - ------- I __ , S=O.O/. 20.00 () (:) () ::,. ::,. ::,. li.J a:i liJ l") l") ·())-( 0() ll:)· 0() <ti oO ....: C) ....: C\J ..... I<) ..... l") 0) C\J: + + <ti + <ti <") t< 'SI-"' ' "' 'SI-' "' "(' 'I'---..... , i:::• i:.': : hie: 2: e: 6" CL 200 A WWA C900 PVC PIPE (.) .. (_) ::, ::, Q (/) Cl ~ ,:: w:: I,.. ' (.) "' I,.. I,.. I,.. I,.. (/) (/) (/) )( x )( -....:.- S=-0.01 20.00 (.) () () () (;) ::,. ::,. ::,. 8: ::,. IIl li.J co ..... "-..... "-ir--... 0) 0) 'SI-'SI-i"'t " "-.. i,...: 0) .....: 0) .....: <') '" co 0() "-·O) 0() C) 0) ·I() iO .... (0 ½ <o .... <o ;.,_, ' . -ii-4) (Q IO ,.Ill I"-"' 'SI-"' ' 'Sf i .... ;:5 . .,_ .,.._ ~1~ ~ ~-~ e: e: Cl ' I I I S,0.00 (;) ::,. li.J 0 O)· C) ....: C) (Q i,j· ,,,+. ..... 'SI-.... ·~ 2: ----- .. C) C) le) . 'SI-,_ 2: .ND FINISH GRADE TOP OF PIPE --------------------------------- i ,. ' 180 170 ~ :,. Q -0: "' ,:: a tu "' 0 () (/) S;: <o 160 ,:: (.) + l.u :,. . <::) (/) ' ' .... "': (Q 0:: ' I,.. -l-.-~ .,- (/) Ci) ' ~ . ~ U) "' 150 --------- -~ , S= .00 140 0.00' li'C 130 120 110 1+00 CONTRACTOR SHALL REPLACE THE ENTIRE SECTION OF THE CROSSGUTTER FROM EXPANSION JOINT TO EXPANSION JOINT AT THIS L OCA TION 2+00 3+00 4+00 METER 70 5+00 6+00 7+00 8+00 9+00 10+00 11+00 STA 1+00.00 N1,985, 023.32 E6,237,894.26 CONNECTION TO 4" AND 6" RW PIPELINE SEE DETAIL (2\ e 8" A WWA 0900 PVC RECYCLED WATER PIPELINE -SEE DWG -~ C-25 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 6" PVC MAIN AS PER CMWD STANDARD DWG NO W4 AND WB. 3. REFER TO DRAWING CD-8 FOR METER SCHEDULE. 175 Calla Cc \7 L 12396 WORLD TRADE DRIVE. SUITE 312 T ' SAN DIEGO, CALIFORNIA 92128 E N G I N E E R s {858)618-1704 Fax.{858)618-5463 i\,~agdalena. Suite 101 Encinitas. CA 920?4 (760) 753-1120 EASEMENT PROFILE HORIZ: 1•=40' VERT: 1•=8' 6" AWWA 0900 PVC RECYCLED WATER PIPELINE 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 5. CONTRACTOR SHALL RESTORE CONCRETE PAVEMENT IN TRENCH AREA TO MATCH EXISTING PATTERN IN KIND AND COLOR. CONCRETE SHALL BE 560-C-3250. THE LIMITS FOR THE REPLACEMENT SHALL BE STANDARD TRENCH SECTION PER REGIONAL STANDARD DRAWING NO 6. 8-JJtRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT INSPECTOR STA 6+69.96 PCC EXISTING' CONCRETE PATTERN. SEE DETAIL 6 ON SHEET CD-9. PLAN ST A 10+57.79 N1, 984,556.28 E6,238,371.18 END CAP AND THRUST BLOCK PER CMWD STD DWG W16 llECOOII MA'lloo:l 'f\!\IS ,~ ~ .HA! liliW'! ~. iN PW, E1ASEO IJPON :l~H>ltP1t?N F'.mS!im 81/ 011iiEl\:s. W,U: THIS iffl'ORWITIOli !S · ·n) H: !'<JfiU~ PBS & J f,AMMO'.f ~E ITS ACCURAC( M1D r. ;11; ii• • :r:: •,t.,,F~l'llll Thi.:~ Of T'rllli ijS'.:Ol!l.>tl!ll'.i!i/NG (y(. • 011\lSSUlll MllCII W/f ll!WI: Sm! ~,.,p.;.r,o t :;;:::;:.sci, TIIOSi l!El..Y!NI! OIi THIS AECOR!l lll!A~ ¼"IE JlJ:\t1~lb, TO O~iJJH ~ ~TlDN OF ff8 ~t./f lliir◊~i Al"i'LYt•G IT FOR A•Y PU!l~Otli. DISCIPLINE DWG NO C-26 ~+----+------+------+---+--~ ~ ::::::::::==='-'===========-====; CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 115 DATE DATE INITIA!_ DAE i 1Nl:7AL DATE ENGINE:C:R OF WORK REVISION DESCRIPTION OTHER P.PPROVAL CITY APPROVAL IMPROVEMENT ?LANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I 8 3 MELALEUCA A VE PLAN & PROFILE -STA 1+00 TO STA 10+57.79 APPROVED WILLIAM E. _ew,MMER d 4&i¥ta;.., -r, ~@ ••, -.-...... 2--=z2 :aJ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE DWN BY: DG/NL/MC PROJECT NO. I DRAWING NO. CHKC BY: ;~ """"71-A 403-18 RV\v'D BY: voo n 0 00 w I 0 ~ z w __J <( 0 00 __J <( z CJ ~ l'.J (/) "" (\J D (\J D O'> -(\J -n X I (\J 0 ,-._ D (\J 'f ,-._ CD -<t -X I (\j 0 ,-._ 0 (\j "' "' <[ "' ), :,;: u X I (\j 0 ,-._ 0 (\j u fr'. <[ (L VJ _.J fr'. <[ u X I (\j 0 ,-._ 0 Cu z l'.J ~ _J < X ' (\j 0 ,-._ 0 (\j (/) _.J -f-:::, >< I ru 0 ,-._ 160 150 140 130 120 110 100 ----- 0 STA 1+00 ru -------Nt,983, 107.15 E6,237,600.23 z TAPPED 8 CONNECT TO _.J <e NEW 24" RW X d, PIPELINE AT ::C:: NEW TEE 0 CJ l'.J > ~E ,-._ 24" CML& TC STEEL RECYCLED WATER PIPELINE - DWG C-3-_...- C) a< c:, C) _o·_h .. C:,(.) ... 1.1.J -< .s:,::< C/) (.) ~ ct ' C\J ~ Qj C\J<\i I-C\J C/) - IJ.J I- Bi s: S=0.00 1+00 a.., ··; ... · .. ··• . . (.) ::,. fl) '<) <') o;i 'SI-... - "C (/j Q: I::'. <C _I 20.0 20.00' .Pr: li't" <\I co <\i .~ I- (:) -,! .. (). ::,. (.) :::,. ::,. . fl) l() ·o C) C) <') .. c:, cci " -i '<) -i l() <') OD (0 "' -~ ~ <') ... . "" ... o,j -C\J "" -~-"" ~ -.s,:: SC "C (/) I-(f) I I-Cl) I- 2+00 STA 1+02.00 4" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 -..:,_ ~ _l..· ------ --------- ---- S=0.01 S=0.00 20.00 (.) () ::,. ::,. fl) l.!.J OD .<o c:i l() c:i (C -OD <') 0) .... s i, o,j <') o,j <') .~ "' -~ ~ ~ ~ (/j (/j 3+00 4+00 (\J (\j u '=':11-------------------------------------------.., I ,-._ (\J 0 ,-._ (") Do (\JD ,.., ru (\J OD f'.'. (") D S: (\J J -c-, 0.. CG\! L 12396 WORLD TRADE DRIVE, SUITE 312 · SAN DIEGO, CALIFORNIA 9212B E N G ! N E E R S {858)618-1?04 Faxl858l618-5463 175 Calle f✓lagcaler,a. Suite 101 Enc,r.tas. CA 92024 (760) 753-112C I 4" CL 200 AWWA C900 PVC RIPE EXJSTING AND FINISH GRADE TOP OF PIPE· 160 150 140 ------------- NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UT/LITES AND PIPELINES PRIOR TO EXCAVA T/ON WITHIN RECYCLE WATER PIPE ROUTE. 2. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 4" PVC MAIN AS PER CMWD STANDARD DWG NO W4 AND W8. 3. REFER TO ORA WING CD-8 FOR METER SCHEDULE. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. 5. CONTRACTOR TO VERIFY METER BOX LOG.A. TION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INST ALLA T/ON TO ENSURE COMPLIANCE WITH THE PIPE SEPARA T!ON REQUIREMENT. 6. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER AT LOCA T/ONS OF ENCROACHMENT. ------------------------I ---- 20:00' vc (.) ::,. fl) -'<) c:i ... ,c..; l() -~-~ Q. .. Cl) I- 5+00 (.) ::,. IJ..i -.<o c:i 0) ... co· lO "' ~ -.Q (/j h PROFILE HORIZ: 1e=40' VERT: 1"=8' 6+00 . j I I I I 7+00 STA 8+23.37 S,0.01 8+00 STA 8+24.37 2" BLOW-OFF ASSY PER CMWD STD DWG NO W6 \~\ \<O 9+00 STA 9+16.33 N1,982,451.29 E6,237,939.87 130 I 120 110 100 END CAP AND THRUST BLOCK PER CMWD STD DWG NO W15 STA 9+15.33 4" GV W/VAL VE BOX ASSY PER CMWD STD DWG NO W13 AND W16 i~\1')~ 1+ I()) 2" AIR & VAC VAL VE ASSY PER CMWD ST DWG NO WT STA 8+22.37 I STA 8+20.41 EC I Nt,982,459.73 E6,237,848.56 STA 8+20.37 2" MAR ASSY PER CMWD STD DWG NO I . a ---. & 'Cl W6 METER 40 STA 9+14.33 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD DWG NO W4 AND WB STA 8+85.04 DEFL= 22"50'00"L T Nt,982,442.86 E6,237,909.73 THRUST BLOCK PER CMWD STD OWG NO CONTRACTOR SHALL RESTORE EXISTING CONCRETE BLOCK PATTERN TO THE ORIGINAL CONDITION STA 8+45.04 DEFL= 22°50'00"L T Nt,982,447.65 E6,237,870.02 THRUST BLOCK PER CMWD STD DWG NO 4" A WWA C900 PVC RECYCLED WATER PIPELINE -SEE DWG C-28 W15 "AC::-BUlL T" ~ , :g._ ;s . s-l,,,-o,b P.E. 4(,fZJ EXP. f2/3/j(}(,, DATE I REVIEWED BY, l .... I'~ ,___DA_T_E~_IN_!T_IA_.L_, DATE ENGINEER OF WORK REVISION DESCRIPTION W15 DA IT i INITIA.L DAE IN1TIAL OTHER APPROVAL c:ry P..PPROVAL DISCIPLINE DWG NO C-27 w CITY OF CARLSBAD SHEETS 115 1 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "Da' TANKS REACHES I a 3 PASEO DEL NORTE PLAN & PROFILE -ST A 1+00 TO ST A 9+16.33 APPROVED V~LLIAM E.1dMER ~d-«,;2 r: _ ~'l'$,;~ ~., 1. 7-Z1~tU DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /06 DATE DWN BY: DG/NLLMC I PROJECT NO. I DRAWING NO. CHKD BY: AB 38871-A RVwD BY, PH 403-18 (o Cl) w :c 0 z z w ...J <( 0 Cl) ...J <( z 0 ii: 0 u I " a, -... -X I (\J 0 " 0 (\J <[ I □ [L □ f-l X I (\J 0 " 0 (\J u I " a, -... -X I (\J 0 " 0 (\J "' "' <[ "' )< :.: u X I (\J 0 " 0 (\J u °' <[ 0.. (/) ..J °' <[ u X I (\J 0 " 0 (\J z CJ -..J 160 140 130 120 110 100 90 '•. ' ! i 1+00 ~ Q 1--- S=0:00 20.00 . J/C' (.) :,,. {Q " .,._ .J--: <\i <a "-+ . (.) :,,. l!J "-.,._ " C) 00 ~ + . 2+00 4" CL 200 A WWA C900 PVC PIPE 160 200 190 140 180 -------------130 170 120 160 110 150 (.)· :,,. co . .,._ . <') ·-.; <o 100 140 .,._ C) + 90 130 3+00 4+00 5+00 6+00 <[ X I ()J 0 " 0 ()J CONTRACTOR SHALL REMOVE AND RESTORE EXISTING DECOR/T/VE BRICKS TO THE ORIGINAL CONDITION AS NEEDED CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING CURB AND GUTTER TO THE ORIGINAL CONDITION AS NEEDED (/) _j -f-:::, X I ()J 0 " 0 ()J z CJ -_j <[ X I ()J 0 " 0 ()J STA 1+00 Nt,982,458. 77 E6,237,850.27 CONNECTION TO 4" RW PIPELINE SEE DETA!LW 'f§} 4" CML& TC STEEL RECYCLED WATER PIPELINE -SEE DWG C-27 STA 2+58.61 BC Nt,982,320.56 E6,237, 772.46 '< r/;_PIPE0~ CURVE DATA ~36°33'29" R:140.00' L=89.33' STA 3+47.93 EC Nt,982,261.40 E6,237,707.55 CONTRACTOR SHALL REPLACE THE ENTIRE SECTION OF THE CROSSGUTTER FROM EXPANSION JOINT TO EXPANSION JOINT AT THIS LOCA T/ON STA 4+!Jf3 .. 00 5f2.(),tJO 2" IR SERVICE LATERAL WITH END CAP PER CMWD STD OWG NU-...-, II W4 AND W8 !'., ,\'4' ~~ -7--~----.,;ITA~?LiC==---::::-"~ _,,"'----' ./ l,: , """· _,,, STA 4+27.14 // ✓-0'. ~. ','-!/ DEFL= 90°00'00"L T /;/ /;'..'". •1~ Nt,982,229. 10 E6,237,635.23 THRUST BLOCK PER I CMWD STD DWG NO _) W15 PLAN STA 4,20.204fJ7.00 2" BLOW-OFF ASSY PER CMWD STD DWG \ ~ CONTRACTOR SHALL REPLACE THE ENTIRE SECTION OF THE CROSSGUTTER FROM EXPANSION JOINT TO EXPANSION JOINT A T THIS L OCA.T!ON N W6 STA 1+00.00 DEFL= 22°30'00"RT Nt,988,235.53 E6,236,372.03 THRUST BLOCK PER CMWD STD DWG NO 6" A WWA C900 PVC RECYCLED WA TER Pf PEL/NE - SEE DWG C-8 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UT/LITES AND PIPELINES PRIOR TO EXCAVATION WITHIN RECYCLE WATER 3. REFER TO ORA WING CD-8 FOR METER SCHEDULE. 5. CONTRACTOR SHALL PROTECT-IN-PLACE EXISTING CURB AND GUTTER AT LOCATIONS OF ENCROACHMENT. PIPE ROUTE. 4. HIGH DEFLECTION COUPLING AND PLAIN END PIPES SHALL BE USED '..'.J FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL :,. 2. PROVIDE 2" IR SERVICE LATERALS OUTLET ON 4" AND 6" DIRECTIONS. HIGH DEFLECTION COUPLING SHALL NOT EXCEED 4 6. CONTRACTOR TO VERIFY METER BOX LOCATION WITH OWNERS REPRESENTATIVE ON SITE BEFORE INSTALLATION TO ENSURE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENT. ~ E PVC MAINS AS PER CMWD STANDARD DWG NO W4 AND W8. DEGREES AND THE JOINT LENGTH SHALL NOT BE LESS THAN 9 FEET. ru (")---------------..... -------------------------... u '::'Ir I l'- (U 0 " (") Oo ru o ,..-ru ru 00 ,:::(") 0 s:: ()J J -'.'.-, 0.. CG\·' L 12396 WORLD TRADE DRIVE, SUITE 312 ' , SAN DIEGO, CALIFORNIA 92128 E N G I N E E R S (858)618-1?04 Fax18581618-5463 17:=; C::a:le lv1agdBlena. Suice '01 EncinitBs, C::A g::=>□24 (760) 753~,120 l!l1l0£lllll Dl!AfliliG l"!ffil l'IEDOffl ~ _!M !!l!l!ll ~& IN i>Am', BASED tlPOI! '1.'R.1-Jl~l'ION F~ SY OTl!ffiS. WHl!.E THIS ~llOII Ill !IEJE'l"'O:: '11.) SE RA lAA( E, llllS l J ~ ASilllllE ITS ~\', MiriJ mi;, r2 !:oT ~l'Cll'I '11£liCCUlllCI' Oi'T'dlll llECOll>IIR.\.a OR P.:Jl\ I;~, ~ WiilCH IMY HAWE l!ml ~TS:! IIITO 1T M ,~ ilil,IJi.T, Tl!DSE IIB.'11118 Cit 1'ltS AECORII 1111 lfHi Ill'£ A/j\/lS!fl TO OOl'AIII llml'Slll6HT VilllflCA1Bf OF ff8 ~~y 8if.ll!S Ai>l'I.YlllG IT fOR ANY l'URPOScl!. W15 1+00 ,_ I.( (.) S=0.00 " "" - fs! ~ ,, _ ___,S:j - 6" CL 200 A WWA C900 PVC PIPE EX/SING AND . FINIS .. GRADE ·.rop·.oF PIPE I ,I . .,..._ 1-.. i--. -::s. :::,.:· ~ a..· " llJ l,u ).J.J - 2+00 PROFILE HORIZ: 1"=40' VERT: 1"=8' 3+00 STA 2+43.10 BC DEFL= 22"30'00"RT 6" A WWA 0900 I PVC RECYCLED WATER Nt,988, 176. 09 E6,236,497.55 THRUST Bl OCK PER CMWD STD DWG NO W15 I PIPELINE I · (f PIPELINE CURVE DATA -!:,,,=39°52'4" R=150.00' L=108.24' STA 1+31.52 BC Nt,988,230. 72 E6,236,4 03.18 .. STA 2+39.76 EC Nt,988, 178.65 E6,236,495.40 PLAN 4+00 ~~ i 2" AIR & VAC VALVE-\ i ASSY PER CMWD STD \_ ~ DWG NO W7 '. STA B,§8.85 .3+54-.oo ) 2" IR SERVICE LATERAL \ WITH END CAP PER CMWD {\ TD DWG NO W4 AND W8 METER 5 STA 3+59.85 Nt,988,064.66 E6,236,532.42 END CAP AND THRUST BLOCK PER CMWD STD DWG NO W15 SHEET I CITY OF CARLSBAD 32 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: 200 190 180 170 160 150 140 130 DISCIPLINE DWG NO C-28 SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES I a 3 PASEO DEL NORTE AND WIND DRIFT DR PLAN & PROFILE -ST A 1+00 TO ST A 4+94.41/ST A 3+59.85 l.'.l )< u :i: r--- 00 -... -X I (\J 0 r---0 (\J >-_J oc > D I u <I: X I (\J 0 r--- 0 (\J u oc <I: a_ "' _J oc <I: u X I (\J 0 r---~ "' _J ~ f-::::, X I (\J 0 r--- 0 z l.'.l ~ _J <I: X I (\J 0 r--- 0 (\J <I: I D 15 f- l X I (\J 0 r--- 0 (\J <=l£ RIW l'ASEO DEL NORTE I r i I I I I ~- L STA 16+50 MA TCHLINE SEE ORA WING C-30 111! ~Ci-= (l ~ RIW Ki°'' u~t-----------------------------------------. I r---ru 0 r--- O o (\J 0 / (\J (\J 00 /(") r--- 0 C: (\J ::5 ~-, a_ -w l.'.l f- )< <I: <=l<=l CG\! L 12396 W0RL0 TRADE DRIVE, SUITE 312 ' SAN DiEGO, CALIFORNIA 92128 E N G I N E E R S 1858)618-1704 Fax(858)618-5463 175 Cefle Magdalene, Suite 101 Enciniteis, CA 92024 (760) 753-1120 ~--==---~ --------------------- lllCOIIO llRAIIIIIG 11-00 ill:COl'J.J Dl!,tiWl(G !WI EH i'l1El'Al!SJ, IN !'ART, B,WiD UP8N e<,vlli1lliTICN I"~ l!'f OT!!EllS. W!ffl.£ THIS ~TiiJ!j \S !li,UE'IF.D TO !/1£ ~'aifl!!i..E, l'!illl 1io J CJ\.¾'ll01' ,1\1SSl.!R£ ITS AOO.i!!Af:lY, /o'lli'l T1'itc'; ,~ i'l!'Ji,~ roil M AOO,'!!./i.t;Y Of THlS m2C·:1/IO ll't~ 00 R:if. f;,;;;;c;:;g 1)!1 ·~ I\IHIQi IMY l'L'.l'E 8ml ~JRATED 1111'0 IT Ii£ ,~ !',cS!JLT, llfOSE IIEI.YllilS ~ THIS ReCORll IIMW!!!G Af!E All'1,fffl TO OOTMI lNW9/llEMT \IEPJflCA'IIOII OF ITS k.."'t;,i/'Nkf;Y Bf:fOIIE APPL Yll'IG fT FOR MIY PUflPOc•E. EDGE OF PAVEMENT PLAN PLAN \\ \ \ \ \ \ \ 8 C-30 ,, ~-BUILT" G ~..,,&. -.,,.. 3'-"3o-~~ z:. P.E. L/{,/2'J EXP. fZ/3t/06 DATE .. REVIEWED BY, r11~~, INSPECTOR -, i-c,;etJ DATE \\\ \ 'i/tJS l'BS{.T I DATE INJTIAL ENGINEER OF WORK AS-!?U11r REVISION DESCRIPTION NOTES: CON7RACTOR SHALL VERIFY ALL EXIS71NG U71LITY VAL 1,£ BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRA 7£5, INLETS AND SIJR\.£Y MONUMENT BOXES PRIOR m OVERLAY AND ADJUST TO FINISH GRADE. LEGEND: REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12" .-- " OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHMJ -2• 10' WIDE A.G. GRIND (HEADER CUTI 5' WIDE A.G. GRJND (COLD MILL) EXJSTING STREET SIGN EXISTING POWER POLE EX/STING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAJN MANHOLE SEWER GAS VALVE BOX ,&. MONUMENT BOX METER GATE VALVE LJGHT POLE FIRE HYDRANT DATE INITiAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DISCIPUNE DWG NO C-29 ~ CITY OF CARLSBAD L1ill 3 ENGINEERING DEPARTMENT 5 IMPROVEMENT PLANS FOR: CWRF PtPEhlNE TO "O" REA HES I a 3 TANKS PASEO DEL NORTE AC OVERLAY APPROVED WILLIAM ~~MMER &.Z -e'/4« .. £ ~MN _.......,__. 2:-ZZ--a:, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 /31 /06 DATE DWN BY: Q2t!!bLMC I PROJECT NO. I DRAWING NO. CHKD BY: AB 38871-A RV\.ID BY: PH 403-1B .._ _____________ __,_ _____________________________________________________ , ________________________________________________________________________ ..... N ~ 6 Cf) LU I 0 ~ z LU _J -<t: 0 Cf) _J -<t: z C, ~ u I " 0) -... -X I (\J 0 " 0 (\J >-...J "' > □ I u <!: X I (\J 0 " 0 (\J u "' <!: 0.. (/) ...J "' <!: u X I (\J 0 " 0 (\J (/) ...J ~ f- ::J X I (\J 0 " 0 ()J z l'.J ~ _J <!: X I (\J 0 " 0 ()J <!: I □ 0.. □ f- l X I ()J 0 " 0 (\J ----...,_ a CG\/ L 12396 WORLD TRADE DRIVE, SUITE 312 -' SAN DtEGO, CAUFORNIA 92128 E N G I N E E R S {858)618-1704 Fax(858)618-5463 EDGE OF PAVEMENT 2" THICK ARHM OVERLAY 2" COLD MILLED AREA EXISTING PAVEMENT COLD MILLED AREA TYPICAL SECTION ffi NO SCALE 175 Cal!e :'v'.sgdaiena, S~ite 10! Encinitas, CA B2024 (750) 753-1,20 C-30 ~ lliCGllfl llliAWIIIG Till$ ill:COIIO ~ HM l!lil!!I ~. IN PAIi!', BASED UPON ~Nsrn::,w F'J~ BY 01'.'t!El!S. Wliil..£ TillS INFOlllMT!OI< IS B;s"1Jl,"l/ED TO et RiS.JA!U, PBS & j ~ ASSURE ITS ACCIJR!IGY, A"1l nn,'S ltl ;,;-;':· ,,mtF(>.',!iMSU: FOIi i'HE;i,~ Of THIS RE.Alli) !lRAWi!\IG o;;. f(Jf. '•"""l;flf!. OH ~ •llllltCM !MY HAl/E ll&i4 NX>r.~iED INTO rr f.S A UA.T, TliOIE l'IEl'fM QI! ffilS A6COR!i ~ 11?.E AfM8E!, TO 001'Alll ~ '11:FmCAT!OII OF ITS ACCIJ!'.t,CY BEFORF APPL YING IT FOR ANY l'URi'OllE, 2" EXIST. A.G. EXIST. A.B. 10' A.C. GRIND HEADER CUT 0.0' TYPICAL SECTION ffi NO SCALE C-30 ~ REVIEWED BY, U)~ INSPECTOR LEGEND: NOTES: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. -REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12" ~ OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHMJ -2" .. □ ... • 0 &:,. ® & ~ @ -~ 0 10' WIDE A.G. GRIND /HEADER CUT/ 5' WIDE A.G. GRIND /COLD MILL/ EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE SEWER GAS VAL VE BOX MONUMENT BOX METER GATE VALVE LIGHT POLE FIRE HYDRANT DISCIPLINE DWG NO C-30 SHEETS fsHEE174 CITY OF CARLSBAD ~===========~=================================j=====j=====t=========j ~ ENGINEERING DEPARTMENT 115 DATE I INITIAL ENGINEER OF WORK REVISION DESCRIPTiON DATE i INITIAL DP.TE j !NITlAL OTHER APPROVAL CITY APPROVA!_ IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I a 3 CAMINO DEL PARQUE AC OVERLAY APPROVED WILLIAM ~UYJvlER ~ ~ '~ z , .. , 7.zz.03 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE DWI\ Bv: DG/NL/MC PROJECT NO. I DRAWING NO. CHKD BY: AB -.0071-" 4""'-·B R\/\{L By, PH ..,..,., " ..,.., ' N 0 Cf.) LU I ~ z w _J <( 0 Cl) ..J <( z a ~ u I ,-.. OJ -"' -X I (U 0 ,-.. 0 (U >-..J "' > □ I u <[ X I (U 0 ,-.. 0 ru u "' <[ 0.. V) ..J "' <[ u X I (U D " 0 ru V) ...J -f-:::, X I ru 0 ,-.. 0 (\J z "' -..J <[ X I (\J 0 r--0 (\J <[ I □ 0.. D f- l X I (\J 0 ,-.. 0 (\J " u D ...J 0, =:: f-"'I ;. (\J oo -r--<=o •. (\J "' -WV) "' "-:::, w "' X ! I ~ ...J , PASEO DEL NORTE ! 7+00 _ ! --1-a~-~ _.:.:. __ L -- l/') © STA 15+10.23 END STRIPING 15+00 •. " ... " ··----. -t -·:f: ,, - i 6+bo EDGE OF PAVEMENT ---e---~ C'------------ ----------=:-: ....... STA 3+82.61 END 6" SOLID WHITE STRIPE BEGIN DASHED 6" STRIPE STA 13•06.56 END 6" SOLID WHITE STRIPE BEGIN 6" DASHED STRIPE \ I '-,_, "'-. ", '" ' ' ''""<> PLAN t·= 40' r ----- 1 i -----------------= ~--~)=---=-=-=-·:=r.=-=---- STA 3+40.61 END LANE TRANSITION STA 1+82.61 END STRIPING 10+00 11+00 =-~ --12+00 -----_.. ---------- PASEO DEL NORTE ' \-. \ I PLAN STA 1+90.61 STRIPING NOTES; (J) 12' WHITE THERMOPLASTIC STOP BAR, PLACE BEFORE THE SIDEWALK WHEELCHAIR RAMP CUT. @ 6" DASHES WHITE STRIPES PER CTM DETAIL 39A. @ WHITE THERMOPLASTIC "BIKE" AND "LANE" LEGEND PER CTM FIGURE 6-36, "TYPICAL PAVEMENT LEGEND MARKINGS" . @ WHITE THERMOPLASTIC "STOP" PAVEMENT LEGEND. @ 4" YELLOW TWO WAY LEFT-TURN LANE STRIPES PER CAL TRANS TRAFFIC MANUAL (CTM) DETAIL 31. (]) 6" SOLID WHITE STRIPE PER CTM DETAIL 39. (}) WHITE THERMOPLASTIC BIKE LANE ARROW PER CTM FIGURE 6-37 "TYPICAL PAVEMENT SYMBOL AND ARROW MARKINGS". SIGNING ct STRIPING PLANS: GENERAL NOTE:S: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAmc MANUAL, CAL TRANS STANDARD SPECIF/CA noNS (JULY 1999 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 17~ PRIOR IT /NSTALLA noN. END DOUBLE BIKE LANE STRIPES, BEGIN LANE TRANSITION 4. ANY DEV/AT/ON FROM THESE SINGING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. • MATCH EXISTING STRIPES \ _ __J_ ___ --------------- 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT IMLL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION • 8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NC PAINTED LINES, MARKINGS, AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEC!Flm. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. LEGEND: ..... • □ .... • C & ,'~I & [i,J ~: ,,J.., ~ r ;.,, ,,-., ,J EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE SEWER GAS VAL VE BOX MONUMENT BOX METER GATE VALVE LIGHT POLE FIRE HYDRANT fSHm7 CITY OF CARLSBAD DISCIPLINE DWG NO C-31 SHEETS 115 LJ§_J ENGINEERING DEPARTMENT -···· ... " .... " ... ---------1 ~==-============='....'.::::=~ -----------------------------------------------t---------IMPROVEMENT PLANS FOR: ·-+---+---+-----------·--I DATE INITIAL DAT:: INiTI.AL DATE INITIAL E'JGll'JEER CF VvOR~ REVISION DESCRIPTION OTHER AP=>ROVAL CITY ti=>PROVAL CWRF PIPELINE TO •o" TANKS REACHES I 8 3 PASEO DEL NORTE STRIPING PLAN APPROVED WILLIAM E. PLUMMER -/:. 7·Zl•o,J DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE ~HKrl RY: AB JWN BY DG/NL/MC PROJECT NO. I DRAWING NO. ~\/1,/D BY, PH 38871-A 403-1B / 032304 :·..,, Cl) w I () z z C w :e _J w <( U1 C) () Cl) 0 .,:. -_J ... 0 <( ... z U1 w 0 I ~ ...... m EXST 30" DIP RW PIPELINE STA 100+11.31 INSULATING FLANGE KIT & ,-WIRE TEST STATION SEE DETAILS~@ INSTALL 30" MJxFL ADAPTOR /\----- 1 I \ I \_ ____ _ NEW CEMENT MORTAR LINED AND TAPE 3'-0" COATED STEEL PIPE W/ ROCK SHIELD 30"x2,• CML& TC STEEL ECCENTRIC REDUCER (FLAT SIDE DOWN) 2,• CML& TC STEEL PIPE 2" AIR ~L~ 2"A~ ~L~ ,_,,..------~~A,._.;._,,. REMOVED 30" MJ END CAP__/t ( 2,• FLANGED CLASS 250 BUTTERFLY VAL VE W/ VALVE BOX REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXST 30" DI PIPE FLANGE (SEE NOTE 1/ 30" CML& TC STEEL PIPE 30" A WWA CLASS "E" STEEL FLANGE A VEN/DA ENCINAS NOTE 1. CONTRACTOR SHALL FIELD VERIFY FLANGE DIMENSIONS AND SOLT PATTERN OF EXISTING FLANGE PRIOR TO PIPE FABRICATION. CONIECTION TO EXST 30• RW PrELINE STA o+,o.oo EXST 20" STL RW PIPELINE TO REMAIN INSULATING FLANGE KIT & ,-WIRE TEST STATION SEE DETAILSWffi W!:!}W!:!} /'1--------- 1 I '------------ 20" AWWA CL "F" FLANGE REMOVE EXST MORTAR COATING AS NEC AND WELD TO EXST PIPE _ ___, C) C) c::i .. + 0 DETAIL NO SCALE ffi CD-1 ....__., NEW CEMENT MORTAR LINED AND TAPE COATED STL PIPE W/ ROCK SHIELD 3'-0" l'-6" REMOVE EXISTING STEEL RW PIPELINE AS NECESSARY 20"x2,• CML& TC STEEL ECCENTRIC REDUCER (FLAT SIDE DOWN} BUTTS TRAP W/ HANDHOLES 20" CML& TC STEEL PIPE 20" AWWA CL "F" STEEL FLANGE 2,· CML&TC STEEL PIPE POINSETTIA LAIE CONNECTION TO EXBT 20• RW PIJ ELINE DETAIL NO SCALE ffi CD-1 ....__., NEW CEMENT MORTAR LINED AND EXST 2,• CML& TC RW PIPELINE EXST 8" PVC RW PIPELINE REMOVE EXST PVC EXST 8" PVC RW PIPELINE TAPE COATED STEEL PIPE W/ ROCK SHIELD 2,• CML& TC STEEL PIPE BUTT-STRAP CLOSURE SEE DETAILW ~~ 5'-0" "' REMOVE EXISTING DISHHEAD CLOSURE AND CONNECT TO EXST 2,• CML& TC STEEL PIPE REMOVE EXISTING CEMENT MORTAR ROCK SHEILD AS NECESSARY TO MAKE BUTT-STRAP CONNECTION NOTE 1. CONTRACTOR SHALL FIELD VERIFY POINT OF CONNECTION TO EXISTING 2,• RW PIPELINE PRIOR TO PIPE FABRICATION. A VEN/DA ENCINAS CONNECTION TO EXST 24• RW PIPELINE DETAIL ffi NO SCALE CD-1 ....__., I 12" TRANSITION COUPLING 1 1 0900 PVC x STEEL (TYPl--------- 12" CML&TC STEEL PIPE-- 12" CL 125 FLANGED RESILIENT SEA TED GA TE VAL VE W/ OPR NUT & VALVE WELL-~ 12" CML& TC STEEL OUTLET W/ AWWA VERT b. PT VERT b. PT 2,• A WWA CL "D" FLANGE REMOVE EXST MORTAR COATING AS NEC AND WELD TO EXST PIPE 2,• FLANGED CLASS 1508 BUTTERFLY VAL VE W/ VAL VE BOX ---- 2,• CML& TC STEEL PIPE & FABRICATED FITTINGS SEE DWG C-1 FOR HORIZ & VERT ALIGNMENT ___ _':) CL "D" FLANGE-.___.___ __ ~ANGE KIT & ,-WIRE TEST STATION STA ,1+62.19 VERT b. PT USE EXISTING AIR VAC SEE DETAILS~@ 12" CML& TC STEEL OUTLET W/ A WWA CL "D" FLANGE 12" CL 125 FLANGED RESILIENT SEA TED GA TE VAL VE W/ OPR NUT & VALVE WELL 210 250 255 " C-900 COLLAR ( '\ ~ ~ ci'. ~ a. • ~ I- (/) ~ 0 I- I- i 0 () 12" CML& TC STEEL PIPE POINSETTIA LAIE 12" TRANSITION COUPLING 0900 PVC x STEEL (TYP} __ __,,,,- NOTE DETAIL NO SCALE ffi CD-1 ....__., 3'-0" MIN (TYP) I- ~ PIPELINE 3'-0" (TYPJ ~ 8" CML& TC STEEL PIPE W/ ROCK SHEILD t a. ~ a.. 8" DI FLANGE PO i-ADAPTER (TYP} ~ 11.i 5'-0" ...,..._ _____ _ 6" CML& TC STEEL OUTLET W/ AWWA CL "D" FLANGE 6" CL 125 FLANGED RESILIENT SEA TED GA TE VAL VE W/ OPR NUT & VAL VE WELL ___ _J 6" SCHED ,o STEEL PIPE -CML&C __ ../ TAP 1" MAR CONCRETE THRUST BLOCK PER SDRSD W-11 ------------r------- 8" CL 125 FLANGED PO RESILIENT SEA TED GA TE VAL VE W/ OPR NUT & VALVE WELL 8" A WWA CL D STEEL FLANGE (TYPICAL} 6" SCHED ,o STEEL PIPE -CML&C ....,....~ A VEN/DA ENCINAS PR STATION CONNECTION TO EXST s• RW PIPELINE DETAIL NO SCALE ffi CD-1 ....__., REMOVE EXISTING 12" PIPE, FITTINGS, AND VALVES AS NECESSARY 12" CML& TC STEEL PIPE 12" CML& TC STEEL PIPE 210 3'-0" 9'-0" 4'-0" 5'-0" l'-9" 3'-0" --'----F"l..L.-.: >-(/) (/) "{ ~ .... ~ () ~ I- ~ tri ~ e: a.() ,a 4" Q; tri I-IC) ~ Q: ... • ~e: .... TOP OF o PIPE I- Q.. 4 I- ffi ::,; --~ 7l1r ( 1K 7111---1-..--1-----r--f""'J--- - - - -----J'.~ ---J'.~ _,...__.__~---- ~ 0 ~ C) .... .... 0. ' .:: () () .. ~ o!: (!J ~ ...,?f: {/) f2 ,a Ii.I (C) i1: ....: (j a. ~ •i::! ~ {/) e:: SECTION A-A I-a. 4 I- ffi ::,; --------2 L ONG S 90° ELBO I-a. .(I I- ffi ::,; ~ a. • ~ I- ~ llJ ~ 0 I-0, () : I ... e: 8 c;: ~ e: 255 250 255 DISCIPLINE DWG NO C0-1 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE & ELEVATIONS OF EXISTING PIPE PRIOR TO NEW PIPE FABRICATION & INSTALLATION. PLAN 1----+-----+--------------+---+---+--+-~ CTrJ C~N2!NG ~2~~AD ~ •AS-BUil T• IMPROVEMENT PLANS FOR: CWRF PPELINE TO •o• TANKS REACHES I 8 3 COMECTION DETALS c,-..,. -~ -- ~ t- e--C e c Co - ! 1'. u.; ~ ~ WC ...J ml I 2. ... ...,o ~Cf) ~ A?--------- 12"X6" FLG REDUCER 6" GA TE VAL VE W/VALVE BOX 6" AWWA C900 PVC RW PIPE 12" BLIND FLANGE (BELOW) T f7 I ~__.____,/ ~ ---. ' __ ..,,. _., .. -- 12• A WWA C900 PVC RW PIPE 12"X4" FLG REDUCER 4" GATE VALVE W/VALVE BOX 4" AWWA C900 PVC RW PIPE 12" FLG TEE (DOWN) ,stf-"i\1li':'•,T· ------~/::~gTS~~og~:~o W15 12" FLG TEE THRUS PER D SEA GA TE RD/PASEO DEL NORTE/ CAMINO DEL PAROUE INTERSECTION CONNECTION DETAIL THRUST BLOCK PER CMWD S Tu--,,_ DWG NO W15 ~--,---1 DETAIL NO SCALE ffi CD-2 '-/ 11'-10":t / j .r I s 8" .CL GG ,,./-\'42'"'!....lJ.U)jl4£Q~ 1 .,,,...----..... ✓---....._--r ( '-/ ' ' / ~ : --~--i i: I I I 11 I I I :;a I 'I !NOT PROVN)£D AS '1 I I PART OF CONTRACT JI I I I I I 7' 0"1 E VALVE LVE BOX 12" A WWA C900 PVC RW PIPE ---..,. __ __ ELEVATION "1E'W PASEO DEL NORTE C CTION DETAIL DETAIL ffi CD-2 ...______,; J>cT/9/L. REVISED S€€ l>Ell"f/L@ CD-'l 12" FLxPJ GV THRUST BLOCK PER CMWD STD DWG NO 6" AWWA C900 PVC RW PIPE-~ 2• BLOWOFF ASSY 6" GA TE VAL VE FLxPJ W/VALVE BOX W15 6" FLG TEE 8X6 FL G REDUCER 8" GA TE VAL VE FLxPJ W/VALVE BOX 8" AWWA C900 PVC RW PIPE r-------6" AWWA C900 PVC RW PIPE ALDERKOQO DR/BA TIQUITOS OR CONNECTION DETAIL DETAIL ffi NO SCALE CD-2 12" FL6 TEE EXST 48" RCP SD t2'' BLIND Ft.ANGE ~FLO REOt,JGER 6" ,qa GV I --...-...1 NOT PROVIDED AS PART OF CONTAAl '-/ ---+--- / ' ' I \ I \ \ l I I I / 8" 90" HBDW T/lRUST BL9SK PER c,•,,vm sr0 z EXST 2" BO'S EXST 1" MAR CURB FACE 12" AWWA COUPLING ~-,o·--.. ""I 12" A WWA C900 PVC RECYCLED WATER PIPELINE DETAIL ffi NO SCALE CD-2 '-/ I ,---~-------------~--~-~ "t CURB FACE I I ----------------------- 1 1 .~. C) _, C) - +' . -.-,....if;.,...__ __ 1•--~ 12" AWWA C900 PVC RW PIPE 8" 2-2.5 11 BEND (DOWttJJ I I ;( ;_,, ::., ~,,~,~,f---' .,,....,, -,I-,< f_,, -fj!.~~~~81,(€:€:~~ ~~flf~~ T':ff.~~,~~~~~f ~~!~~':':;:,, ±..:'~'~1..Fti:.·Cf~3'"~-'7'.!~:..1-+>'--+, ---,.!.~. :.J. 1 8" 2-2.5' BEND (UPJ I I /, 1 L THRUST BLDGK ,--7 WA C900 PVC '-r--f I I REMOVE EXISTING 12xs· FL REDUCER WITH s· FLxPJ GV AND 4' LONG 8" CL 150 PVC STUB "' :, 9E (\J 12• A WWA C900 PVC RW PIPE--_, I EXST ,f8" l?CP SD--- : ,,,.---, I < >--.....,_ /'-.... / ----....___ ---- PLAN WEW BUTTERCUP RO AND BA TIQUITOS DR INTERSECTION CONNECTION DETAR. DETAIL NO SCALE ffi CD-2 '-/ R-• .._ __________________________________ _ u ".:'r I l'- C\J C, I'-(") Oo (\J C, ,, (\J (\J 00 .:. (") CATHCART GARCIA VON LANGEN '7l7 1:..:alla Magdalena, S,Jite lUI Fnoinitas. CA -~202L1 PER 0,\of~VB 5 'FB D •'lG NO V/1-6 12" AWWA C900 PVC RW PIPE s~ 2-2.s• BENDS >/)> >j • ED WATER I I I I I I ,t l ELEVATION ME'W (ABANDONED} BUTTERCUP RD AND BA TIQIJITOS DR INTERSECTION COMYECTION DETA& DETAIL ffi NO SCALE CD-2 '-/ PASEO DEL NORTE CONNECTION DETAIL DETAIL ffi NO SCALE CD-2 '-/ ~ 7 CITY OF CARLSBAD ENGINEERING DEP/\RT~ENT IMPROVF.MENT PLANS FOR: DISCIPLINE DWG NO CD-2 ~ 5 CWRF PIPELINE TO "D" TANKS FE~ □----"AB BUil T'" REACHES I 8 3 ~1 11111 Al:(.UII DI••• lllil .-. ::e.ua. IN l'Mlr, 11111EO UPON /7 ,,;:;. -~ 1----+----,c--------------4."i NORW.TION AlllllilllEII 11Y lfflE!II. 'MILE THl8 INFOIIMTlON IS~.:¢ ..-. ra,-• <> -;?o-ob CONNECTION DETAILS . "'i !RJE'l5D TO Bl' AfJ t•J;, I'll I J CAIIO A8IUAE Ml ACCUIIN:1', ~ / ; Cl~ TIU !'l Nm' 1"!~11! u !'OIi NE MlCIIIVIC't' OF 'Ml, ii:Wlt! IIIIAW!NG p'.f::' EXP' ---DA TE AP~~~~~., VII LU A~_,,.EA~Ml,IER -• 011 l'OA i,.,.;"~'~ Oil ,11■ 11118 WIIQI lillf ""VE ewu •• u,«lk .. rED ~ct C• v~r-, • • , 7·V ·D1 ·<,fY._a9#'_,, llflO ff olS A ilEllll.T, 1'NmE Ill.YIN! ON TIii REalllJ OF-II IC ,>,1£ REVIEWED BY: DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE C, <: (\J :, -::'.-, n. (760) 753-1120 AD'IIIE!l TO C!'JlAlN ~ VffttA<:ATOI m n, 1-.•",, ·, Cc L '"''WDRLDT••D[ 12 B!~0~6 APPlYl!IG 11 '"-7 >'• I~~ ~ I f:WN 'lY: llG PROJECT ND. I DRAWING NO. -\! . = DRtv~su,., l 1r O DATF 1N1T1AL DATE INITIAL DATE 'NITIAL '3~ . SANDEGO,CALFOIMA '2121.,,. ;,• REVISION DESCRIPTION ~----+--~-CIIKD □Y },JJ 38871-A 403-1B ~~t__'.•~N~G~l~N~E~E~R:s~IN:~:-~~1:"~':"'·:-:::•·:••:o_L _____________________ J_ ____________________________ ~~~==EC=T=O;R===~===~D~A~T~E=~E~.N~GIN;L;LR~O;f~W;OR;K!::;==========~=======~C;·T;HE;R~A~PP;RO~V~AL~C~IT~Y~AP~F~,o~~~L~~RV~w~D~B~Y,~ffl~~==~======~~~~~ RA 032-304 ' '-,,. t f-t ~n f ~N t ~- f o w w :r: ~ z C w :e _J (I) <( 0 ..... C) w 0 _J -.,:a. <( ... 0 ... z u, (,.) ~ I ...... m , f I I I I I REPLACE EXISTING 14" BVTTERFLY VALVES WITH NEW 14" CL 250 FLANGE!) 8UTTERFI,, Y VAL VE WiTH VAi,, VE eox {TYP OF 2) SE!= Df=TAIL {I'j ~-- EXST 14" CL 150B FLG BUTTERFI,, Y VAL VE EX$T CASING END SEAL RE-INSTALL EXST 2" COMB AS THE FIRST ORDER OF WORK THE CONTRACTOR SHALL INSPECT AND EVALVA TE THE EXISTING f4" l;XPANSION JOINTS AND REPLACE IF NECESSARY AS SPECIFIED IN SECTION 15120 (TYP OF 4} ------. PLAN REMOVE EXST VAL VE, PIPE 4 -REPLACE EXISTING 14" BVTTERFL Y VALVES WITH NEW 14" CL 250 FLANGED BUTtERFI,, Y VAL VE WITH VALVE BOX {TYP OF 2) SEE DETAIL@ \ 0-3 ' \ \ I I I J t ,, MORTAR CTG AS NEC EXST CASING END SEAL TO REMAIN PERMIT REQUIREMENTS: NOTE: WORK ON THIS DRAWING IS WITHIN CAL TRANS RIGHT-OF-WAY AND ON THE BRIDGE DE9K. I EXST 2• COMB NR VALVE ASSY---... 1'-4" 12· AIR VAL VE A$$Y -------.-.._J':_-=~~---.~-=-____,'"i 2" CORP STOP ;~;~::::::::t:----;::r~""--3.~ EXST t8" WELDED Sil PIPE CASING I. WORK IN THE STATE HIGHWAY RIGHT-OF-WAY IN SAN OlF<:lO COUNTY. CITY OF CARLSBAD, ON ROUTE 6, POST II/LE R46,6, TO REMOVE AND INSTALL A WATER FACILITY AS SHOWN ON THESE l'LANS, SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS LISTED BELOW AND AS FURTHER DIRECTED OR APPROVED BY THE STAT'E'S INSPECTOR. MR. JOHN LYONS, TELEPHONE NUMBER (619/ 688-8644, EXST #4" CML&C STEEL RW PIPE-~ tft-,. el:k. n7 n7 - -_ ,..,-- - - - - -I -:)-_ ..J I I I I L -T. -fTll<" -rfTj --\ I l1 11r--:111 I lijir--111111 ~,.. I I I I I I I I I I 111 I I II I I ,,-< · \ 11 I I I / I I I I I UJ I I I I ,, \ I I 11 I I I I I I I 11 r-~ I I I I EXST 18" WELDED STL PIPE CASING -------, I ' I I ,, ,-', I 1 I I I I I \ 1 / I 1: I I I / I I I j1 I I \ I I I I / \ ,/ I -11 I I 11 I I I · 11 I I 't-LJ_, : : ,, \ \ ~, IIL _ _jll 11 IL __ .J \I ,/ \ ,..J--______ _y--7 I I I I r--x.._Jr L __________ .,, ,-r,.. LU LU ,, ,, ,, ,, ,, ,I ,, ,I t-, ,I \ ' ,I ' \ / : ..... ,,,, / / / .,, / ~ 2-1/2"x 2" THD BUSHING ,,,.,, ' 7 rn : 1--,',-;'-;i I It I I / I ---rrr.---------, ,t-lrm----; 11 1 I I II I I 1 1111 1111 I IUj-..\_ :::1 / I \ I 11 ,1111 /\ : 1 'j,,LJ__. : : J}----1 \ I L----------.Y 14" AWWA CLASS "F" STl=EL Fl.ANGE f4" FLANGED CLASS 250 BUTTERFLY VAL VE W/ VALVE BOX BUTT-STRAP Cf.OSVRE W/ f4" CML iS EPOXY COA Tl=D STEEL PIPE SPOOL 2-1/2" THO OVTLET AWWA CL "FR FLG x Pl: Z. STATE'S INSPECTOR SHALL BT; NOTIFIED SE'(E}l WOBK//!ltJ DAYS ffl/OR TO STARTING WORK. ~ WORKING HOURS SHALL BE B:30 A,M. TO 3:30 PM. MONDAY THROUGH FRIDAY. AND AS DIRECTED OR APPR()VE{) l}Y Tl'(g ~TATE'S INSPECTORS, 4. NO VEHICLES OR EOIJIPMENT SHALL SE PARKED WITHJN THE HIGHWAY RIGHT OF WAY AT ANY TIME. EXCEPT FOR THOSE VEHICLES OR THAT EQUJPJIENT ACTUALLY ENGAGED IN THE WORK, D/JR/NG TH¥ WORKJN(J HQ!lfl.S SPECJFIED HEREIN, 11 FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. SEE CAL1'JlANS ~CROACHMENT PERMIT CONTA/NEO IN THE APPENDIX OF mg $Pf;<;{F'IQAT«)~ f f SECTION NOTE: (;QNFIGIJRATIONS SHOWN ABOVE ARE TYPICAL FOR VALVES AT WEST END OF BRIDGE, LAYOUT FOR VALVE$ AT EAST END OF BRIDGE IS A MIRROR IMAGE, §EE~ l)fTAIL@ ----f-~;--'-,~?ic::f:' -~,~;;f:~t,.( lt?•,X/z'_ ' SECTION DISCIPLINE OWG NO TYPICAL EXISTING VALVE OONFIGURA TION CD-3 SHEETS rYPICAL BUTTERFLY VAL VE REPLACEMENT 115 DETAIL NO SCALE ? .. .., " 0 0 N • C) .I ~ • C) ,I ~ • t\j - • C) _1 t\j • C) .I "'l • C) _1 t\j • C) ,I t\j • <o ,I • t\j -- EL 55.50 EL 5.J.00 4'-6" 10'-0" 384 ZONE 260 ZONE 5'-6" 4'-6" .J'-0" SEE DWG C-1 FOR CONnNUA noN 1 '-,J" 12" 1 • A LADDER ct HATCH .. .. • I • . ·,. ' . . ·-. . . .. _ . . ... .s -· ... . <I-•• ~ • L _ _ _ _ _ _ _ _ _ 2-NO 2 HMWPE _ BOND WIRES VENT SHOWN OUT OF SECnON FOR CLARITY-----------__ -· • I •---C) ~ I I I I .I I I I I ~ I I .. t\j I I I I I I -~-.. ~ .. • • • • .. ·- PLAN 1 ~ , ..... , . . . SECURE W/ SST WIRE CLAMPS ct LAG BOLTS EL VENT AND WALL INSERT f EL 50.33 5 5 EL 46 . .J.J 4'-6" 6'-0" -7 I I • I I I I J 1'-,J" • 5'-6" , 12" ·_ TYP = --• SEE DWG C-1 FOR CONnNUAnON 2 •- +-l----11 • • TO SEWE:R MH SEE DWG C-1 EQUIPIIENT SOIEDUL£ (i)----8'-0"x 10'-0" PRECAST CONCRETE VAULT ®=---6" CMLctTC STEEL PIPE AND FABRICATED FITnNGS @-6" A WWA CLASS E STEEL FLANGE ©=-ABOVE GRADE INSULA nNG FLANGE -SEE DETAIL 5 DWG CP-2 @---6" CL 250 FLANGED RESILIENT SEATED GATE VALVE W/CL 125 FLANGES d: HANDWl-{EEL OPERATOR ®--=-6"x4" CML DI FLANGED ECCENTRIC REDUCER W/ 1" BOSSED oun.ET 0--4" CML DUCnLE IRON PIPE SPOOL -CL 125 FLANGE x GROOVED END ®-=-4" MECHANICAL COUPLING FOR GROOVED END DUCnLE IRON PIPE ®-4" CL 250 FLANGED PRESSURE REDUCING VALVE ®-=-4" CML DUCnLE IRON PIPE SPOOL -W/ CL 125 FLANGES @-4" CL 125 FLANGED PRESSURE RELIEF VALVE -ANGLE PATTERN ~ 4" EPOXY LINED DI PIPE SPOOL -W/ CL 125 FLANGES ~ 4" EPOXY LINED DI 90' FLANGED ELBOW ®-=-4" CML ct PAINT COATED SCHED 40 STEEL PIPE SPOOL -AWWA CL D FLANGE x GROOVED END @--4" MECHANICAL COUPLING FOR GROOVED END STEEL PIPE @-=:-4" CMC d: EPOXY LINED SCHED 40 STEEL PIPE If?>.-@-_ 4" EPOXY LINED AND PAINT COATED SCHED 40 STEEL PIPE AND BUTT WELDED FITnNGS ~ 2-1/2" CL 3000 STEEL COUPLING @----2-1/2"x 2" NYLON INSULA nNG BUSHING ~ 2" THREADED COPPER PIPE -REGULAR WALL ~ 2" CL 250 CAST BRONZE UNION @--:::------2" CL 150 BRONZE GATE VALVE W/ FPT ENDS @--PRESSURE GAGE AND TRANSDUCER -SEE DETAIL 6 DWG CD-5 8--::::-2" CL 250 BRONZE PRESSURE REDUCING VAL VE W/ FPT ENDS @-2" CL 125 CAST BRONZE 90' ELBOW -FPT x FPT (USE CL 250 ELBOW UPSTREAM OF 2" PRV) ~ UNDER PIPE ADJUSTABLE SUPPORT FOR 2" PIPE -SEE DETAIL 2 DWG CD-6 ~ UNDER FLANGE ADJUSTABLE SUPPORT -SEE DETAIL 1 DWG CD-6 @@--6"x 4" CML DI FLANGED TEE W/ 2-1/2" BOSSED oun.ET WALL PENETRA noN -SEE DETAIL 1 DWG CD-7 ~ WALL PENETRAnON -SEE DETAIL 2 DWG CD-7 @}-6" SCHEDULE BO PVC PIPE AND FITnNGS -SOL VENT WELD @=-DAYTON SHADED POLE INTAKE BLOWE:R, AUTO RESET GRANGER MODEL NO 4C94J, OR NO 4 Y53.J 6>.@----1-1/2" SCHEDULE 80 PVC SUMP PUMP DISCHARGE PIPE 'Cl GAL VAN/ZED STEEL LADDER -SEE DETAIL 3 DWG CD-6 ®--36"x 36" HATCH, BILCO TYPE J-4AL ®---=-18" SQUARE x 24" DEEP PRECAST CONCRETE SUMP W/ FRAME AND GRATE @----SUMP PUMP -SEE DETAIL 6 DWG CD-6 @=--CONCRETE THRUST BLOCK PER CMIID STANDARD DWG W-15 AND W-19 @----6" VAULT VENTS -SEE DETAIL 4 DWG CD-6 @--::--36" SQUARE PRECAST CONCRETE RISER SECnONS @--4" CL 125 FLANGED RESILIENT SEATED GATE VALVE W/ HANDWl-{EEL OPERATOR @=-4" AWWA CLASS D STEEL FLANGE @--3/4" CRUSHED ROCK BACKFILL ~,----12" PVC DRAIN PIPE @)----36" DIA CATCH BASIN @-=-2" CL 125 CAST BRONZE UNION @-2" CL 125 BRONZE GATE VALVE W/ FPT ENDS ®-=-12" PVC BACKWATER CHECK VALVE PER SPECIFICATIONS SECTION 15020 ~ 12" FLEXIBLE SEWE:R COUPLING, PVC x PVC ~ 6" A WWA CLASS D STEEL FLANGE ~ EXOTHERMIC WELD -SEE DETAIL 7 DWG CP-1 ~ 6" THICK DECOMPOSED GRANITE IE 52.00 "-· ..• ·-""---...:.-.:..v ~.------. ' . . .. -. -.. _ NOTES: • A·,.·. . .{ ~ ,.·. -·. 1. SEE ELECTRICAL DRAWINGS FOR VAULT LIGHTING AND TELEMETRY. 2. SEE DRAWING E-1 FOR SITE PLAN AND SDG&E WORK ORDER REQUIREMENTS. 3. SEE SPECIF/CA T/ONS FOR WORK REQUIRED BY SDG&E WORK ORDER. -1!8)11$ bbdi4 .. -UC.d '!,.'::l""~•c DISCIPLINE ll'0-,.110N n11•■ 1' Ol'MEIII-WHILE •.,., •-~ _ •; : U,.,,: 1iw 10 II!' llfJ Ml 1191 l J CMIIGI' "8SIJ!I; •1' ~~~• . . DWG NO T•"""<S\'J''""l'NISl&IFQIITIE~OFnl!l!~~~pr-~~ co .. Ofl_ x:.i, t:i, f' ;,_ J'1 Ci Ulij .. WIICff -Y~VE ~ I ~;'; • o -,. •· .. · .,.-"••r --.,.. <11 ·-A(E:illllj ,, .,. r--r-,------------,--r-r-T-~;::::::==:::;-;:::::::;;;:;;;;;;;::;;::::;::;;;::::::;;:::;::::;;::;::::;;;:;;::::;:::;;;~;::::::::::::::~ ~t.;,',",. ;c),:~· .. ;:,.,,PEJll!NISI-Nllflf VIIIIFICATION ~ ni_,r:•~,:~' t----+---+--------------+----i---;-----i-------1 ~ CITY OF CARLSBAD ~ ~ _, • ,--• · ., ·-_• ;,"' •-• -•. • -7 te:•~::, AfPlYING 1T FOA AIY e.• , ·-·· ~ ENGINEERING DEPARlMENT ~ i [ _ --__ T -----~ , ..---, ·_·: ... -=,;.,.., : / IMPROCWRF PIPELINE TO ·o· TANKS ~ @ , -· "AS-BUil T" REACHES I a 3 N ---------------------. • ,e 9 g J:2 7-'So-o6 PRESSURE REDUCING STATION -PLAN & SECTION * SECT'ON A: -A---_J Ill P.f¥4,tz(EXP_-;z1;dot DATE APPR VED WILLIAM E. LUMMER € 175 Celle Megdelene, Suite 101 I 1 1 -✓ 7:%Z •03 ~ Encinites, CA 92024 PE 28176 EXPIRES 3/31/06 DAlE ' (760) 753 1120 1.' ~'2"=1'-0" REVIEWED BY, ~ _ ,_ ( • \ ff\ _ J DWN BY: 00S PROJECT NO, I DRAWING NO, " w~ 1 ft 1iru . l ~,s ,~ DATE INITIAL DATE INITIAL DATE INITIAL cHKo BY: -3 18 :el ______ _:::~ ____________ L ________________________________________ ...!:~~~~=·=···=~=-~-!::::.===~~=~EN~Gl~NE~ER~D~F~W~OR~K~=~R~E~V~IS~IO~N~D~ES~C~R~IP=T~IO~N~==~O~™~ER~A~P~PR~OV~A~L~CIT~Y~A~PP;RO~VA~L~~RV~~~D~BY~•~-~~==388==7=1=A=~~~===~ ~ INSPECTOR DATE .. 0 Cl) w ::r: ~ ~ w ...J C <C ~ (,,) :E ...J CD G') <C 0 z Q -.i:a, ...J. 0 !5 ...J. u, (,J I ...a. m FINISHED GRADE TRENCH WIDTH 1/1_1/I_ Ill::. . :::11 I _\II '-I\ TRENCH WALL----._ WARNING TAPE PER SPECS------.._ Ill ,··:"':~,-: . C •• 0 -- I II -- 111 . 0 TRENCH ZONE -·. 111 -PIPE ZONE -- --- BEDDING ZONE j ,.,_;,1'"'"'11""'=~1'""11=1.,..,11-='"1""11...,· r✓ __ __,_ SEE SPECS 9" MIN :0 ~ 18" MAX ~ SECTION NOTE: 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBS/TE AND TRENCH SAFETY, AND SHALL ASSURE THAT AT MINIMUM ALL APPLICABLE OSHA AND OTHER FEDERAL, STA TE, AND LOCAL REGULATIONS AND REQUIREMENTS PERTAINING TO TRENCH CONSTRUCTION ARE MET. TYPICAL TRENCH SECTION DETAIL NO SCALE ffi CD-5 ....__,, SITE00010 (M0D10/02) CEMENT-MORTAR COATING (ROCK SHIELD} POLYETHYLENE OUTER WRAPS (2} 2"X 4"-12/12 WELDED WIRE FABRIC --- c..:, ...... ~~ ·:::·:_.,·.:·-·.~.-_:'::·:g~:.o~-·-::~:· ~ Q LU ~ ll DIELECTRIC INNER WRAPS PRIMER DIELECTRIC TAPE COATING DETAIL NO SCALE PIPE0002D (5/95} BUTT-STRAP WITHOUT BUTT-STRAP WITH HANDHOLES HANDHOLES ROLLED STEEL PLATE TO MATCH OD & THKNS OF PIPE {MIN THKNS = 3/16"}--~ FIELD APPLIED CEMENT MORTAR COATING-- FOR CONC CYLINDER PIPE- TACK WELD REINFORCING TO PIPE--- {TYP BOTH SIDES) 2· MAX TYP 10• MIN 18" MAX I 2 X 4 X 12GA WWM---- HAND HOLE 5• EXTRA STRONG STEEL COUPLING W/ 5" IRON PLUG (MIN THKNS = 3/16"} (R----,-,--t DIELECTRIC TAPE CTG TO MATCH PIPE COATING 1 t= THKNS 1-----+--~~'-'--'---'-.:....+--L....Lh~--T DIELECTRIC TAPE COATING TO MATCH PIPE COATING 2· 6" MIN 2· MAX 14" MAX MAX SECTION NOTE: 1. SHOP APPLY PAINTED COATING TO INSIDE STEEL SURFACES AT OUTLET PER SPECS. FIELD APPLIED CEMENT MORTAR LINING 2. SEE DETAIL@FOR STRAP SPLICE DO NOT LOCATE HANDHOLE ON SPLICE. BUTT STRAP CLOSURE FOR CML& TC PIPE DETAIL NO SCALE ASHCROFT 3 1/2" -1009 A 1/4" PRESSURE GAUGE 0-200 P.S.I. DOWNSTREAM 0-300 P.S.I. UPSTREAM 1/4" GAUGE COCK----~ 1• x 1/4" BRASS BUSHING--~ 1" MIP x FIP BALL CORP--- (FORD FB 1700; JONES J-1931) 1" CL 3000 STEEL COUPLING -~ PIPING PER PLAN--------..._ PRESSURE TRANSDUCER----......_ 1/4" BRASS NIPPLE-------..... ffi CD-5 ....__,, 1" MIP x FIP BALL CORP ~~-----_ __j (FORD FB 1700; JONES J-1931) 1" CL 3000 STEEL COUPLING--------...._ PIPING PER PLAN---------.... NOTE: PRESSURE TRANSDUCERS TO BE INSTALLED ON SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE FIELD APPLIED CEMENT MORTAR --~ FIELD APPLIED DIELECTRIC TAPE COATING TO MATCH 4" 1-1/2"± PIPE COATING----~ \..--A:-=r-:-:-C··t·':·~¥...-PIPE COATING OPTIONAL INSIDE WELD FOR 24• AND LARGER PIPE t . . . . . . . '---FIELD APPLIED CEMENT MORTAR SECTION NOTE: HANDHOLES REQUIRED FOR PIPE 24• DIA. AND SMALLER OR WHERE ACCESS TO PIPE INTERIOR IS NOT FEASIBLE LAP WELDED SLIP JOINT FOR CML& TC PIPE DETAIL NO SCALE ffi CD-5 ....__,, PIPE0004D (MOD 10/02) BOTTOM HALF OF BUTT-STRAP _,.--STEEL CYLINDER BEYOND 1/4"x 1• BACKING PLATE IN GAP FOR FULL WIDTH OF JOINT BUTT-STRAP SPLICE SHOP WELD BUTT-STRAP SPLICE AND SHOP WELD DETAIL NO SCALE ffi CD-5 ....__,, PIPE0001D (5/95) DISCIPLINE DWG NO CD-5 I S~E,;T I CITY OF CARI..SBAD [sHEEl'sl5 t====t===1===========================j=====1====t====t==j "t'V ENGINEERING DEPARlMENT l._!ill 1----+----+----------------1~--1----1---1------l IMPROVEMENT PLANS FOR: ~---,.-A_S ___ B_U-IL_T_,, __ ___, CWRF PIPELINE TO •o• TANKS REACHES I 8 3 MISCELLANEOUS DETAILS \ C ~ :e CC) a~ :::: 0 (11 CA) I ...... m PIPE SIZE 4 6 ONE LA YER OF 1/4" EXPANSION JT FILLER OR PREFORMED SYNTHETIC RUBBER BEARING PAD SUPPORT SADDLE - jl ~ PIPE SIZE PER PLANS 1/ SPRT SIZE AS SHOWN IN SCHEDULE CL 150 THREADED REDUCING FLANGE, GALVANIZED --NON-SHRINK GROUT ~-3" MIN ~--TYPE 316 SST ANCHOR BOLT OR SELF-DRILLING CONC ANCHOR W/ STUD AND 2 NUTS & WASHERS EACH, SIZE TO FIT FLANGE (TYP OF 4, EVENLY SPACED} UNDER FLANGE ADJUSTABLE SUPPORT DIMENSIONS IN INCHES FLG SPRT A B C D E OD SIZE MIN 9 10 3 2-1/2 9 13 17 11 12 3 2-1/2 9 14 19 UNDER FLANGE ADJUSTABLE SUPPORT DETAIL NO SCALE DETAIL NO SCALE ffi CD-6 ...__,,,, ffi PSPR00020 (7 /00) 'A, •u• BOL T TYPE PIPE SUPPORT - MATCH OD OF PIPE----~ PIPE SUPPORT - MA TOH OD OF PIPE 150 LB THREADED REDUCING FLANGE, GALVANIZED NON-SHRINK GROUT 1" MIN 3" MIN ~-GAL VAN/ZED ANCHOR BOLT OR SELF-DRILLING CONC ANCHOR W/ STUD AND 2 NUTS & WASHERS EACH, SIZE TO FIT FLANGE (TYP OF 4} TYPE A TYPE B ADJUSTABLE PIPE SUPPORT APPROX/MA TE DIMENSIONS IN INCHES PIPE A B C D D SIZE MIN MAX 2-1/2 2-1/2 1-1/2 9 8 11-1/2 3 2-1/2 1-1/2 9 8-1/4 11-3/4 3-1/2 2-1/2 1-1/2 9 8-1/2 12 4 3 2-1/2 9 10-1/4 14 UNDER PIPE ADJUSTABLE SUPPORT NEMA 4X COMB/NAT/ON STARTER/CONTROL PANEL --- CONDUITS SEE ELECT DWGS (TYP} 3" 316 SST ANGLE W/CUTOUTS FOR WRAPPING FLOAT SWITCH CABLES, 30" LONG MIN ----' *FLOAT SWITCH---' * NOTE: DETAIL NO SCALE SECTION ffi CD-6 ...__,,,, PSPROOOW (5/95) 1 1/2" DISCHARGE HEADER 1 1/2" PUMP HEADER _,,---BALL VAL VE ---PIPE SUPPORT ---CHECK VAL VE ---UNION 2' MIN OR PER PLAN ~ 1/4" 316 SST LIFTING HOOK, CABLE, AND WALL HOOK. CABLE LENGTH 8' MIN SUMP WELL PROVIDE WALL MOUNTED FLOAT SWITCHES WHERE ADJUSTABLE LEVEL CONTROLS ARE NOT INTERNAL TO THE PUMP. • )( $;! "C-· :E .· )( ~ • 0 . ' IC) FLOOR I • <o • • • ELEVATION NOTES: 3/4" DIA SMOOTH BAR RUNGS AT 12·oc -PLUG WELD INTO RAIL VAULT TOP 2"X 3/8" RAIL WALL BRACKET AT 5'-0" OC MAX 3"X 3/8" WALL BRACKET_.- RAIL-__,- 3/4" TYPE 316 STAINLESS STEEL WEDGE TYPE ANCHOR WASHER AND NUT (TYPICAL} 3/4" DIA SMOOTH BAR RUNGS AT 12" OC PLUG WELD INTO RAIL 1'-4. PLAN 1. ALL MATERIAL SHALL BE GAL VAN/ZED STEEL UNLESS OTHERWISE NOTED. 2. PROVIDE LADDER UP PER SPECIF/CATIONS. GAL VAN/ZED STEEL LADDER DETAIL NO SCALE ffi CD-6 ...__,,,, LADDOOOW (MOD 11/02) --FRP CNANNEL SUPPORT AT 5'-0" OC MAX ------PROVIDE INTERMEDIATE SUPPORTS AT MAX 3'-0" OC '--3/4" GAL VAN/ZED BOLTS IN SELF-DRILLING CONC ANCHORS, TYP NOTES: FACE OF WALL OR CEILING 1. ALL MOUNTING HARDWARE TO BE UN/STRUT OR EQUAL. 2. WHERE SUBMERGEDt PIPE CLAMP, BOLTS AND NUTS O BE TYPE 316 STAINLESS STEEL. FLUSH MOUNTED FRP PIPE SUPPORT DETAIL NO SCALE ffi CD-6 ...__,,,, PSPR0004D (2/00) SCHEDULE G)---PRECAST CONCRETE VAULT 0---DAYTON SHADED POLE INTAKE BLOWER, AUTO RESET, GRANGER MODEL NO 40943 OR NO 4 Y533. ®-6" PVC VENT PIPES @--6" PVC 90" BENDS ©-6" PVCX STEEL ADAPTERS ®-CONCRETE VENT PIPE ENCASEMENTS 0-6" 10 GA STEEL VENT PIPE PRIME AND PAINT ABOVE GROUND ®-6" STEELSTEEL INTAKE AIR CAP ALHAMBRA FDRY MODEL NO A-1558-36 SECTION 7 6 --• VAULT VENTS DETAIL NO SCALE _,_..., Ml IE0lll IWIRlfl IN _,. ...,Mlfll, IN l'IIRT, 11M1ED l.lPOI\ WDlbTlON 1'111 111111 IY ones, WHILE nt8 IIFINATION II SJEY&D lO .. MIN~ 1111 l J C,lllllf __ ffl AOCINCY, ldl lUIINOrr.:tllll flQIITIIE~r:JFllwlBluhDM•■ tJI IO.. Bl ,JIii <II Cl F M -..al IMY HAYE 8liBI IClfl'OM1B) lfl'O IT Al A -.T, '11101E .. ,_ (II llll AE<Dt iOtlil 118 .UE ..,__., TO OITAI. WE W WiM'ICA11DII OF III ICCIIIICI' 111'011& APPLYIH IT FOIi A•Y PURPOSE. ffi CD-6 ...__,,,, 3• G • --<o 3 DISCIPLINE DWG ND CD-6 1----+---+--------------+-----1-----1----1---1 CTI:] C~N~!NG ~~~~AD ~ IMPROVEMENT PLANS FOR: CWRF PIPELINE TO •o• TANKS REACHES I 8 3 -i-0 rn w ::c ~ -~ w ;;J_ C ~ :e ...J ~ <( ~ C) z 0 " -~ a: ~ 0 0 ~ (,,) (11 I ...I, m /r WATERSTOP· ADJUSTABLE LINKED STAINLESS STEEL RUBBER SEAL W/ ---.--~-__,,",1,-----,---r=----r-/ SLEEVE, SIZE PER STAINLESS STEEL . · · t' -. / LINKED SEAL MFR HARDWARE--~\· ,:J~ . . : _· / !ill PIPE THROUGH ~-•·--~-· ~ 1,, ~ ~~--;f:: :. lffi WALL~ '· -( l I "-;._.,,,-----1....:•:.!..!r~'VVV'J~~::.o...L)~t.:,.,L.) I~ ROPE FILLER OR EXPANSIVE FOAM ELASTOMERIC SEALANT -+-I+---------------,.- . it~-·. . ' ' ' : . ".if-'. . '' '.,,-' ' ' ~ j" LI.I LI.I 0 1f ~ I- LI.I g Q ~ e: -(I,) NOTES, t. PIPE SLEEVE AND LINKED RUBBER SEAL SHALL BE SIZED TO ACCOMMODATE PIPE OD (INCLUDING COATING). SLEEVE NOT REQUIRED ON PRECAST VAULTS WITH SMOOTH CIRCULAR CASTINGS. 2. WHERE OUTSIDE FACE OF STRUCTURE IS ABOVE GRADE, FILL THE OUTSIDE 2• OF THE SLEEVE WITH NON-SHRINK GROUT. WALL PENETRA TJON DETAIL NO SCALE Cf) CD-7 .....__,,, P.PEN0001D (2/00J ·.' .. . . . . ·-J. ., .. _.-. :-._ --: -::~:_;__. __ ·-~- ' PACK ANNULAR SPACE W/ NON-SHRINK GROUT ) j SECTION WALL PENETRATION DETAIL NO SCALE PPENQ002D (2/03) > I 4• GATE VALVEj t2"x4" REDUCER- . -6" GA TE VAL VE ,6" C-900 l 12·xs· REDUCER 12• GA TE VAL VE ELEVATION MEW PASEO DEL NORTE CONNECTION DETAIL DETAIL NO SCALE ...... .... .... .,. . ffi CD-7 .....__,,, - -THRUST BLOCK .A; -· . . .. . '• .. .. . .... / ...... ·:: •.:...,· __ _..,, 11.,..1 -------., II --~[J.- 6" 45° BENDS (TYP/ . . -- T I t l I _.L I • T ... ,,,. V TP 125.00:t TP 123.50:t 24" CMLC~ - 9' . 12" C-900 9' (TYPI 1 12• DEFL CPLG (TYPJ T T i i -: : .L_ _ .L I 9' I - 9' T I L I I _.L _ I 12· FLxPO ADAPTOR/ GA TE VAL VE--~- BA T/QIJITOS DR/POINSETTIA LN CONNECTION DETAIL DETAIL NO SCALE ffi CD-7 .....__,,, ,S A A._ - I :it' ' I I I ~ ' - DISCIPLINE DWG NO TIIS R£CORO DRAWIIG HAS IE£N PftfPAREI), II PART 8ASED IJ'ON CQ-7 N'CRIIATIOII NMSl£ll IY OTIERS. WIU: TIIS N'CRIIATIOII IS • . • \ < . ' I . ) I IELEYED TO IE RELIMU:, 1'151.1 C:.WOT 4SSUIE ITS ACQIIACY, MD i--1 -1 ----------...L..---r-T-1 --1 ---r-;::::::::::::::::::;-;:::::::::;:;;;;;;;;;:~:;;::::::::::;::::;::::;;;;::;:;:;;;::::::;::::;;;:::::~:=:=:::;1 THUS IS NOT RESPOIIS8.E FOR 11£ ACCURACY OF TIIS DRAWIIG 1-----+---+--------------+----+-~-t---l-----l CTr] CITY OF C • DT C!BAD ~ "' OR FOR EJINJl!S OR OIISSUS IIIICli IIAV HAYE IEEN IIICGIIPORATED ~ ~ IITO IT AS A IIESII.T, T!N)S[ IIEl.'1116 ON 1llS IIECCRO IIRA-ME 1----t----1--------------1----+---+--+---I ENGINEERING DEPARlMENT 5 ci Mll/lSEO TO ClBT All iiE'tlUIH YERFlCA TIOII OF 1TS ACCU!ACY <> IEFOIIE APPI.Yll6 IT fOR /llf1 Nll'OS£. Jl,{PROVEMENT PLANS FOR: N @ ~ •AS-BUil T• CWRF PIPELINE TO •o• TANKS ~ ..,_____________________ .,ff/~ a ~\ REACHES I 8 3 ;;; -% J:J 2/2 .?-3•-cC:: MISCELLANEOUS DETAN..S ~ ~ No. 4612, m ~ " al a: •••· 12/31/06 ::,, P.E. 46127 EXP. 12/31/06 DATE APPROVED WILLIAM E. PLUMMER 12 175 Cale Magdelena, Suite 101 * -) * ./ .. / ,;". ,.-;;-),~/.~~~==~~= ~/.av, f ;l Encinitas, CA 92024 <1>,;,. crv, ... 4,. ~rnooniiYa'----------µs1Z!o~5~PB~S~&Jm,pA\§SG:-~BUQ]l[bLIT=========+==r==~~•-i~'·]J!ll!EU'i~ DEPUTY aTY ENGiQ'ER PE 211176 EXPIRES 3/31/06 DI\TE ;:; (760) 753-1120 "(),, c.-cif"'~ I REVIEWED BY, 1 ~ (\(.) ,--:. . I , I -l _,c::_riJ DATE INITlAL DATE INITIAL DATE INITlAL DCWHKNDBBYY: ~ I PROJECT NO. I DRAWING NO. ~ l'x 1~~:IJ..:'.~~-_ ,z. "'v RE111s1ON otscR1Pr1ON Rv"n BY:, -"2DD7t-A -4-0J-1B ~ L-IN_SP_E_CT_O'_R __ __.-<p_ ___ _:~D~A~T~E _ _JEN~GIN~E:'.ER'._'.O~F.!_W~OR:'.:KL __ -=-==-==:...:::--::_:_ ___ ~oTI<~E~R_;_A:'.'.'.PP:'.:R::'.OV~AL:l_C:'.:IT'.:Y.:_A~PP::RO~V~AL:.J_==w==="""=~=====""""=======~====='...I ,;:.__ ____________________ ...._ _________ ___. _______________________________ ....._ ______________________________________________________________ __,1 pc t -0 Cl) w :I: ~ z w ..J C <( ~ .. ~ I\)" ..J a. <( i,,t,O z ~Cf) ~ en~ a, METER ACCT NO {AJ NO 1 5313741 2 5313728 3 5313758 4 5313700 5 5313600 6 5100000 8 5106100 9 5110100 10 5113000 11 5113100 15 5311500 16 5600000 17 5702500 18 5611700 19 5713400 20 5414000 22 5501600 26 5508700 27 5510600 29 6308700 30 6305600 31 6504400 32 6504350 34 6408400 36 6410800 37 6404500 39 5800000 40 5800198 46 5915000 47 6218300 48 6200100 51 6804400 52 6804200 53 6804600 54 6804100 65 6200000 66 6218400 70 5513500 71 5513600 72 5512800 73 5514000 99 5600200 NAME SERV SERV STREET METER METER NO SIZE NO (BJ HG FENTON 0 SEA GATE RD 2· 0060576942 HG FENTON 0 SEA WIND CT 2· 0060576936 HG FENTON 0 SEA WIND CT 2· 0060576941 HG FENTON 0 SEA GATE RD 2" 91000065 HG FENTON 0 WIND DRIFT DR 2· 0060460034 ALTA MIRA HOA NO 1 0 CAMINO DEL PARQUE 2· 012943994B ALTA MIRA HOA NO 1 6451 CAMINO DEL PARQUE 2" 013292975B AL TA MIRA HOA NO 1 6483 CAMINO DEL PARQUE 2· 013299423B ALTA MIRA HOA NO 1 0 PASEO DEL NORTE 2· 013115286B AL TA MIRA HOA NO 1 0 PASEO DEL NORTE 2" 013103797B AL TA MIRA HOA NO 1 0 LINE H, STA 15• 2" 0001380818 HARBOR POINT HOA 6902 WATERCOURSE DR 2· 0001176167 HARBOR POINT HOA 6902 QUIET COVE DR 2· 0001194048 HARBOR POINT HOA 6820 HARBOR POINT RD 2· 0036512571 HARBOR POINT HOA 6950 HARBOR POINT RD 2" 0036111403 CARLSBAD CREST HOA 6881 CARNA T/ON DR 1 1/2" 0001604662 CARLSBAD CREST HOA 6939 CARNA T/ON DR 2" 0034039407 CARLSBAD CREST HOA 891 BUTTERCUP RD 2" 0060472857 CARLSBAD CREST HOA 862 BUTTERCUP RD 2· 0060576939 VP/LP MASTER ASSN 6964 BA T/QU/TOS DR 1 1/2" 0001473664 LAS PLA YAS HOA 0 LAUREL WD/BA T/QUIT 1 1/2" 0001510043 LAS PLA YAS HOA 6845 MAPLE LEAF DR 1 1/2" 0001580266 LAS PLA YAS HOA {FJ 6841 MAPLE LEAF DR 1 1/2" 0001511652 LAS PLA YAS HOA 6877 ALDERWOOD DR 1 1/2" 0001511587 LAS PLA YAS HOA 6830 ALDERWOOD DR 1 1/2" 0001478743 LAS PLA YAS HOA 6817 ALDERWOOD DR 1 1/2" 0001511653 SEA CLIFF HOA 7000 PASEO DEL NORTE 2· 0001581020 SEA CLIFF HOA 855 SUMAC LN 2" 0033509299 SEA CLIFF HOA 7100 LINDEN TERRACE 2· 0001380837 .. VISTA PACIFICA HOA 950 ALYSSUM RD 2" 0033500948 VISTA PACIFICA HOA 948 ALYSSUM RD 2· 0034084242 AV/ARA MASTER ASSN 1185 POINSETT/A LN 2· 0001403728 AV/ARA MASTER ASSN 1187 POINSETTIA LN 2· 0090756609 AV/ARA MASTER ASSN 1191 POINSETT/A LN 2· 0090756604 AV/ARA MASTER ASSN 1194 POINSETT/A LN 2· 0091000055 CITY OF CARLSBAD PARKS 950 ALYSSUM RD ,-0029399105 CITY OF CARLSBAD PARKS 962 ALYSSUM RD 1" 0047514586 ARCHSTONE COMMUNITIES 914 MELALEUCA AV 2" 88537936 ARCHSTONE COMMUNITIES 915 MELALEUCA AV 2· 85086872 ARCHSTONE COMMUNITIES 940 MELALEUCA AV 2" 1315769 ARCHSTONE COMMUNITIES 6851 SEASCAPE DR 2" 85086881 HARBOR POINTE HOA 6838 WATERCOURSE DR 2" 0001139264 {AJ METER NUMBERS AS IND/CA TED ON PLAN AND PROFILE SHEETS {BJ METER NUMBERS AS PROVIDED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWDJ METER SCHEDULE DETAIL NO SCALE ffi CD-8 ..__,,, BOX ASS\' PER Of,f~"iB STB 2" AIR & VAC VAL VE 4" AWWA C900 PVC RW PIPE 4" TEE -+-1-+-+-~ 2N BLO~t OFF ll&CY 4" GV FLG XPO 4"X8" FLG REDUCER 8" FLG X PUSHON ADAPTER r EXISTING 8" PVC RW -=--=-=ri Tl/RUST BLOCJ< PER CflfVID s TD e ~le ,,e •'l16 POINSETTIA LANE/AVIARA PKWY CONNECTION DETAIL THRUST BLO CMWD STD D NO W15 AND EXISTING 12" PVC RW 12" FLG X PUSHON ADAPTER DETAIL NO SCALE ffi CD-8 ..__,,, NOT IN CONTRACT 2-12" FL G G BOX ASSY DWG NO /VALVE R CMWD STD 13 AND W16 [ EXISTING 12" PVC RW ----y,\ 12" FL G X PUSHON ADAPTER 12"X6" FLG TEE 6" FLxPJ GV W/VAL VE BOX IR & VAC VAL VE ASSY A C900 PVC RW PIPE LAS ONO. S 'ALDERWOOD DR CONNECTION DETAIL DETAIL NO SCALE ffi CD-8 12" 22 1/2" ELBOW -~ 12" A WWA C900 PVC RW PIPE 24" CML& TC STEEL RW PIPc:;_~ 24"X12" FLG CML&TC STEEL TEE BA TIQUITOS DR/POINSETTIA LN CONNECTION DETAIL PET/flt.., REVl.5eD 5€€D€THIL@ CD-Z THRUST BL CMWD STD NO W15 AND f'\--- 'y ____ _ I ' ~- EXISTING 12" PVC RW 12" FL G X PUSHON ADAPTER DEL DETAIL ffi NO SCALE CD-8 ..__,,, NOT IN CONTRACT DETAIL NO SCALE 2-12" FLG BOX ASS DWG N W/VALVE PER CMWD STD W13 AND W16 [ EXISTING 12" PVC RW -----7\ j 12" FLG X PUSHON ADAPTER 12"X6" FLG TEE 6" FLxPJ 22.5° ELBOW 6" PJxPJ 22.5° ELBOW " PJxPJ GV W/VAL VE BOX ffi CD-8 ..__,,, DISCIPLINE DWG NO CD-8 ---t---+---+---+-------1 "N ENGINEERING DEPARTMENT 115 I s~~T I CITY OF CARLSBAD SHEETS t-----+--t-----------------+ -+----+---+---I :==:::::'...'============:'....'.:::::====: co w I 0 z z w _J <( ~ _J <( z 0 ~ EXISTING 12X8" FL TEE, 2 EA 12" FLxPJ GV'S, 8" FLxPJ GV, 8" CL 150 PVC STUB W/END CAP AND THRUST BLOCKING a 1" MAR ....__ REMOVE EXISTING END CAP AND 8" CL 150 PVC STUB 8X6" PJxPJ REDUCER ....__ 6" A WWA C900 PVC PVC RW PIPE •Z 6" GA TE VAL VE FLxPJ W/VAL VE BOX 6" AWWA 0900 PVC RW PIPE 2" BLOWOFF ASSY THRUST BLOCK PER CMWD STD DWG NO W15 -_:: -.:: __ ,,--6" A WWA C900 PVC RW PIPE 2" BLOW-OFF ASSY 4" GATE VALVE FLxPJ W/VALVE BOX 4" A WWA C900 PVC RW PIPE 2" AIR & VAC VAL VE 6X4 FLG REDUCER 6" FLG TEE 2" MAR VAL VE ASSY 4" AWWA 0900 PVC RW PIPE 4" GATE VALVE FLxPJ W/VAL VE BOX .. -... THRUST BLOCK PER CMWD STD DWG NO W15 4" FLG TEE 2" BLOWOFF ASSY 4" AWWA 0900 PVC RW PIPE 4" GA TE VAL VE FLxPJ W/VALVE BOX 2" AIR & VAC VAL VE 4" AWWA C900 PVC RW PIPE r \ THRUST B \. CMWD STD 'W15 AND Wt 12" FLG X PUS ' _ _._:. •. ,:. ~_;,:.~'~/:./':_:~;·;. i i I I L E~ -' / './ / I=/ ''-,,7 AND VAL VE 12"X4" FLG TEE /"'-CLUSTER 4" FLxPJ GV W/VALVE BOX 2• BLOW-OFF ASSY 4" AWWA 0900 PVC RW PIPE Nor C L -" =J ' -I I I : ,.,, • ., ., ~EXISTING PVC RW IN CONTRACT i CAMINO DE LAS ONDAS/SEASCAPE DRIVE CONNECTION DETAIL SEASCAPE DRIVE/MELALEUCA A VE CONNECTION DETAIL PASEO DEL NORTE/DAHLIA LANE CONNECTION DETAIL DE LAS ONDA ~ VIARA PAR. CONNECnON DETAIL < l DETAIL NO SCALE ffi CD-9 ..___,, DETAIL NO SCALE ffi CD-9 ..___,, DETAIL ffi CD-9 DETAIL {4'\ J 2" AIR & VAC VAL VE ASSY 6" AWWA 0900 PVC RW PIPE 6" GA TE VAL VE FLxPJ W/VAL VE BOX ASSY _-:~:::::.(~~~\: \:\_f ~;;;t$~~:i;.t .. '\f-.f \t\@{ . ~ -. .--. 12" A WWA C900 PVC RW 2" BLOW-OFF ASSY 12" GA TE VALVE W/VALVE BOX 12"x12"x6" FLG TEE THRUST BLOCK PER CMWD STD DWG NO W15 2" MAR VAL VE ASSY CONCRETE SHALL BE CLASS 560-C-3250. CONCRETE SHALL HAVE A 4" SLUMP. SHALL BE L.M. SCOFIELD A-29 TERRA COTTA LITHCHROME COLOR HARDENER. 6" THICK PER CITY OF CARLSBAD STANDARDS BASE MATERIAL PER CITY OF CARLSBAD STANDARDS £10 6X6 WELDED WIRE MESH 2.5" 18" £4 REBAR 24" 0.C. W/SLIP JOINT ONE SIDE NO SCALE NO SCALE ..___,, _ _,.. ,_ _ -... ... ,.,,,_._../ . . ..,. ,.,,., .,,.1' .. CD-9 ..___,, /·· \ '""-~· _,, /' \ I CARNATION DR/GINGER A VE CONNECTION DETAIL EXISTING CONCRETE PATTERN ON MELALEIJCA ROAD DISCIPLINE DWG NO '-" :le AE DETAIL NO SCALE ffi CD-9 ..___,, DETAIL NO SCALE ffi CD-9 ..___,, CD-9 [sHm7 CITY OF CARLSBAD SHEETS ---+--+---+--+-----! lli_J ENGINEERING DEPARTMENT 115 "'"' AM • ..._ _____________ r-__________________ ..._ __ ____ t.) _, .. I ,..._ --+----+--+---+----I IMPROVJ<:MJ<:NT l'LANS FOR: (\J 0 ,..._(') Oo (\J 0 /(\J ru DO /(') r-- 0 c y::, (L 7 CATHCART GARCIA VON LANGEN •ea 1111 CWRF PIPELINE TO H~• nGS 11e~ 111 ••• ..... , ,e .. ED, 01 P,\111', ilAIED UFOr. ·AS-BUILT· REACHES I a !IIFQlli,l/1:•)N FllllNiSHED IY OTHERS. WHILE TklS INFOAIIATION IS '"1.lf "'50 ro II( Afl ,m E, 111181 J CNKlf US11RE ITll ACCIJUCY. ,;;~ CJ.= l3 /' 7-J .-, ,()b MISCELLANEOUS DETAILS Tl-II-"•'· ;,·;i i·lE!!POH811!1.EIOATltEACCUMCYOF11118RECOIIOOAAWltlG / t APPROVED WILLIAM E. ~PL R ~fi.""d~;,,;.:,;HJROIIISSIOIISWIICHIMYH-''tElliallNCOl'l'Ol'MED PE. L/(,12.1 EXP.12 3f;Pi{, DATE ,~~;-~/ = -J • ?••• ~ -,,-.,-175 Calle MolJdaleno, Suite ICJI INTO ;, g . ~•~•AT, Tl10IE IEUM 01! Tll8 RECORll OI\IA'/!N& ME J'.-...,,..,C-£IA -r..,_ • "'-__ -✓' -..., Encin tas. CA 820L'4 •.!iiltc·, fl, llllllllN INDEPBIDENT WEIUflCA110N OF Ill~ "'-f411f6..;,I.' :T DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE TANKS (750) /::,:.: llc'l7 3EFOR6 APPLYING IT FOR ... , PURPO$li. _.. REVIEW D BY: I C-C L w • J .(8 cA-F INITIAi o,.,t IN1-1M c1,TF INITIAL DWN BY: DG L c PROJECT NO. DRAWING NO. _ W \" 1"96WORLDTRADEDRIVE,SUITE312 --· .-/.t::" ·-CHKU dY: AB -.aa71-A _.n"'-18 FORNI ";J REVISION DESCRIPTION R"· 'D BY PH .,.... "TU.r-~ r<et__.:0:::~~~~~s~~olE~Go:. ,~•L~~•:•~212:•~1 ______ =:__ _______________ J ______________________________ J~'N~s~P~EC~T~O~R==~~:!::===~D~A~T~E=::::!~cN~c~1Nc~c~, ~oF~wo~R~K ===~==~==~========~;or~o~~R~A;r~rR~c~,A~L ~c~w~-;AP~PR~o~vA~L~~v~w~~• ~~~=======~===~~ > E N G I N E E R S (ll58}618-1704 f~(B58)611-5463 AA ~ - ~::) Cf) w I 0 C z z :e w ~ _J ~ C) <( 0 0 -.i::i, Cf) ..... 0 _J ..... w <( c.n z I CJ ...... m a: 0 TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 8: 30 A.M. TO 3: 30 P.M. UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATIE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITIH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF DAMAGED. UTILITIES INSTALLED WITHIN 100 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A C28 "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAL TIRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES. LATEST EDITION. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TIRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTIROL ON MAJOR AND PRIME ARTERIALS. TABLE 1 TABLE 2 APPROACH TAPER LENGTH NUMBER OF SPACING OF APPROACH SPEED CONES FOR CONES ALONG (M.P.H.) L1* TAPER* TAPER (FEET)± SPEED L * (M.P.H.) 2 (FEET)± 25 125 6 25 0-30 200 30 180 7 30 30-45 300 35 245 8 35 OVER 45 500 40 320 45 540 50 600 50+ 1000 9 13 13 21 40 45 50 50 *INCREASE BY 20% ON SUSTAINED DOWNGRADES STEEPER THAN 3% AND LONGER TIHAN 1 MILE. *BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTIHS LESS THAN 12 FEET. TABLE 3 APPROACH MINIMUM DISTANCE IN FEET L SPEED BETWEEN FROM LAST (M.P.H.) SIGNS SIGN TO TAPER* 0-25 200· ?QQ' 30-40 350' ,so· 45-50 500' 350' OVER 50 1000' 1000' *EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS TABLE 4 STREET AVENIDA ENCINAS W/0 MACADAMIA DRIVE AVENIDA ENCINAS S/0 MACADAMIA DRIVE AVIARA PARKWAY BA TIQUITOS DRIVE CAMINO DE LAS ONDAS PASEO DEL NORTE POINSETTIA LANE E/0 PASEO DEL NORTE POINSETTIA LANE W /0 PASEO DEL NORTE ALL OTHER STREETS SPEED (M.P.H.) 30 35 45 30 40 40 45 35 25 SIGNAGE NOTES 1. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL EITHER TYPE I OR TYPE II. SILENT TYPE IN POPULATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THE CITY ENGINEER. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1 AND 50 FOOT MAXIMUM SPACING ON TANGENT. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 5-04.6 OF THE "MANUAL OF TRAFFIC CONTROLS". 9. PLACE C30 "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF TIHE MOST RECENT EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS. TYPICAL CONSTRUCTION SIGNS (S.D.R.S. TC-98) Cl C20(RT) rm ~ R17B C2 C21 ~ ~ RIB-2 C3A C24 ~ EJ RIB-2<L T) C4 C5(L T) C30 R41 \ \ C5(RT) C30(BIKD ➔ ,. otLY CN..Y R61(M□D) TC-36 -~---\-..-rc-33 -~~TC-30, TC-31, TC-32 ,,,.---\--~TC-29 C9A C36 R61<M □D) TC-8 ' C12 Rl TC- TC-C-5 C13 .. ,. ON..Y ON..Y R61<M□D) ' R7 ~ ~ SR45 TC-43 CIB R16 w'2<L T) TC-42~ TC-44 TC-45 ~ TC-3 l.T -2 'jonu, l!RllOJf WY. C!9 R16B w'll<L T) TC-T~•Tf4 23 TC-25,--~ TC-21 LEGEND SHEET -~ TC-X C20(BJKD C20(L T) R17 DISCIPLINE DWG NO TC-01 ~ CITY OF CARLSBAD SHEETS t----+---+----------------i----t----,---t------i ~ ENGINEERING DEPARTMENT 115 l.'17 w'll(RT) l.'58 t----+---+----------------t----t-----t--t------i .. ------""T""'-------------l-l--l------------1 -1 -1 -1 -1 TRAFFIC CONl'ROL PLANS FOR: 1---+---+------------+---t--+--+----i CWRF PIPELINE TO "D" TANKS PLAHS PREPARED UNDER THE SUPERVISION OF: 7 · . [_ C""l 0 0 Q t------+--+-----------+---+----+---+----t REACH ES 1 & 3 llih¥.%ARN~ ~,_ INDEX & NOTES ~~~i~E ErJt~Jtf ::_~~:_~;-22338 t----+---t--------------t---+---t--t-----J APPROVED WILLIAM E. ~MMER t----+---+----------------t----t----t--t------i ,,L,.,,d,-£0, n G' ~IIZ? ?~ 0-7 ~ 2:V•OJ Darnell & AssocIATEs. iNc. 1----+----+---------------+---+---t--+-----J Dl'PUTYc1Tv ENGINEER ¥2ai75 EXPIRES 3/31106 DATE 1446 FRONT STREET, THIRD FLOOR t----+-----t--------------+---=-==-+~--+---=-:-=-t-c-:c-:-1 OWN SY: PROJECT NO. I DRAWING NO. SAN DIEGO, CA 921D1 DATE INITIAL DATE INlllAL DATE INlllAL CHKD BY: BED 38871 _A 403_18 (619) 233-9373 REVISION DESCRIPTION RV\,/D BY, BED DWG NAME:020714TC-1E DATE:6-30-03 BY:JLM HSN ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL .. 0 CJ) w J: ~ ~ w ...J <( ~ C ...J <( .,., :e z i 01 C) 0 0 -.r::. :: 0 01 CA) I .... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. C"':) > a:: -z 0 ••1 II II II t:, ' Ii II ti:j c~!: 11 11 j! I 11 !) /, ~ C~A ll 'I ii 1-1 I U)_ i I i : Cl3 , 0 ' I I It I z j !I 1' t:, I I' > ' i: ( / ,, U)_ / 1~J / • c' -' / ~-' +00 \ i c.i;; 8 I C9A I 8 ... , I -C36 I ... , I 8 ' ,' ' :::i::: >11 ~. ~I :::i::: r 0 I i ';d z t-rj I Cj I 1::, i 0 i i -C9A' ... ! I 1/ 1::, ,, 0 C36I/ -I ... I I 8 - 45 PHASE II ALDERWOOD DR. SR45 : 11 I 11 I ALDERWOOD DR. 200' 200' 200' LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA TYPICAL MID-BLOCK WORK AREA NOT TO SCALE ALDERWOOD DRIVE PHASE I: HAWTHORNE AVENUE TO CAMINO DE LAS ONDAS PHASE II: HICKORY COURT TO HAWTHORNE AVENUE PHASE Ill: PEAR TREE DRIVE TO HICKORY COURT PHASE IV: BATIQUITOS DRIVE TO PEAR TREE DRIVE BILL E. DARNEU. ... 22338 ... ~ p-30-015 .J\,;. CIVIL ~ ~,. 0, C.,_\..~ .. 200' 200' 200' NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS PLANS PREPARED UNDER THE SUPER"1SlON OF: B~ofu~ 1W ,,, , "Y>L" ;> DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell & AssocIATEs, 1Nc. 1446 FRONT SffiEET, THIRD FLOOR ~AN DIEGO. CA 92101 DATE INITIAL 619) 233-9373 DWG NAME: 020714TC-02EIOA1£: 6-30 03I BY:JLM~ ENGINEER OF WORK 9+00 ...J "'· ...J '-"· i \ "\ C9AI ., \ \ C31. '\ \ \ \SR~\ I ~ \ - c1a..- C9A ... I . \ FLAGGER----u.. R4~ \l~I \\ ~ ~ 50' 1\ I ► \1.·11"'01, 11,,1\ ', ';d---~~~~=!!.:.::'..------r1 µ.. TEMPORARY NO PARKING FLAGGER --+ 0 0 /;12· ALDERWOOD DR. ,,,}(1 MIN "l-ffl-1,(j()/"l,, /f/ 12 44,58 -,,';.?' ' l t:, PHASE IV r I ';d l • ,--.. ~ -,...._ '"-, ' \ .\ \ 8 \ \ - • c,dTI ... C36 8 ' \ i ... lC9A I 8 I \ ! I l..c,a - DISCIPLINE DWG NO TC-O2 L±§J CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 115 6 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO ''D,, TANKS REACHES 1 & 3 ~ TYPICAL MID BLOCK WORK AREA A,';JJ~-Wl~LI~-E.~~MER 7-1:Z ·cU DEPUTY CITY ENGINEER t>E 28176 EXPIRES 3/31/06 DATE DWN BY: " PROJECT NO. DATE INITIAL DATE INITIAL I I DRAWING NO. CHKD BY: BED REVISION DESCRIPTION 38871-A RV'wD BY, BED 403-1B OlHER APPROVAL CITY APPROVAL ... N Cl) w I ~ ~ w ...J <( ~ C ...J :e <( .ii. z a, C) (5 ~ 0 ~ -..... 0 ..... c.n (,.) I ..... m FOR THIS PHASE ONLY WORK HOURS 8:30 AJA. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill j FLAGGER ~ SIGN ~ FLASHING ARROW SIGN ~ WORK AREA PHASE I TYPICAL MID-BLOCK WORK AREA NOT TO SCALE BATIQUITOS DRIVE FLAGGER PHASE I: ALDERWOOD DRIVE TO BRIARWOOD DRIVE PHASE II: BRIARWOOD DRIVE TO BOTTLE BRUSH WAY PHASE Ill: BOTTLE BRUSH WAY TO HAWTHORNE AVENUE PHASE IV: HAWTHORNE AVENUE TO CAMINO DE LAS ONDAS FLAGGER FLAGGER -8 18 TEMPORARY, PHASE Ill NO PARKING BATIQUITOS DR. 200' 200' 200' C18 ... 8 -c~ 0 i 0 I -C36! Ti, i 8 I -' ! l1 11 SR45 11 FLAGGER~ iii I 0 0 - 0 0 - 0 0 - FLAGGER 50' C.JJI I C9A/1 ... ,, C36 ... I/ SR45 ~ 50' ::;! i-3 ::z:: S 45 IQ ii~ 11z i 50' " ' ttj PHASE IV I > // ..,._.,. <! TEMPORARY C.lJ C9AII •: C36 I -.-; j,'12' >1-.....--l---=~~!.-..---i/ .. _B~T_IQUITOS DR. •=="""'/MIN. NO PARKING ,1' 3+00 50' ' I C13~ I I 11 ! I I I I !l 11 I i " II " 'I I. oo~/ 11 ! I I I I ~ I 11 ij 11 I I rn. <i:: Q z 0 rn. )j i:-.:l Q 0 z -::s <i:: u C18 : C13 00 ) C36 -a -a -a rn. <i:: Q z 0 rn. j i:-.:l Q 0 z -::s <i:: u DISCIPLINE DWG NO TC-O3 ~ CITY OF CARLSBAD SHEETS t---t---+-------------+---+--1---+----l L±ZJ ENGINEERING DEPARTMENT 115 ~==:'...=====:::::::::::::============:..=::::::::=:::: ,--------------------_J--1 --r-------------t--+-+-----,f-----1 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS PLANS PREPARED UNDE~ THE SUPERVISION OF: BIL~RNfLL Q..,, ,. Q Q 4/3":(o.-"1-_-t---+------------1---1---+--+--I REACHES 1 & 3 DATE ~~:=:!T~YgPl~C~AL~M~ID~BL~O~C~K:::!W~O~R~K='A~Rg;E~A===d DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell & ASsocIATEs. 1Nc. i------t----t-------------+---+---+--..J..---1 1446 FRONT STREET, THIRD FLOOR t-;=~=::-+--------------f-:-:-=4=:-:-+-::-:=-+----1 SAN DIEGO. CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL 619) 233-9373 REVISION DESCRIPTION DWG NAME;020714TC-03E DA TE: 6-30-03 BY: ..u.t ,LM ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL APPROVED WILLIAM _1,J.,½JMMER .dp-'4"'74A..;,.. ~~•: ,., • 7--Z7-o.::, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE OWN BY: CHKD BY: AEP RVIJD BY, REP PROJECT NO. 38871-A I DRA'MNG NO. 403-1B ... en .~ ~ ;e:; w ...I <( 0 C Cl) -:;;_ .,:. :e ;e:; ...... C) i 0 ~ 0 -...... 0 ...... CJ1 w I ~ m FOR THIS PHASE ONLY -~C1B 0 1 IC9A o_ -' 0 WORK HOURS 8:30 A.M. TO 3:30 P.M. i o_ C36 NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. -0 o_ FLAGGER -- ('.) z :0.:: 0::: <( a.. 0 z >-0::: <( 0::: 0 a.. ::;: w f- --tt] II ___ ;,O I ------, t ---1 I ___ -1 C13 SR45 50' SR45 --1FLAGGER 50' SR45 100· FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS ---PHASE I FLAGGER-- C1B • C9A • NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS TEMPORARY NO PARKING LEGEND • CONE/DELINEA TOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA TYPICAL MID-BLOCK WORK AREA NOT TO SCALE BUTTERCUP ROAD PHASE I: CARNATION DRIVE TO SEASCAPE DRIVE PHASE II: SEASCAPE DRIVE TO BATIQUITOS DRIVE NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS "' PHASE ONLY WORK ·30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. PHASE IV ___... LEGEND • CONE/DELINE H BARRICA 200' ~ E--.200· ; NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS FLAGGER TYPICAL MID-BLOCK WORK AREA NOT TO SCALE CAMINO DEL PARQUE PHASE I: CAMINIO DEL REPOSO NORTH 360' PHASE II: CAMINIO DEL REPOSO TO CAMNINIO DEL MAR PHASE Ill: CAMNINIO DEL MAR TO CAMINIO DEL SOL PHASE IV: CAMINIO DEL SOL SOUTH/EAST 360' '---PHASE I FLAGGE STA 4+84.49 BEGIN CLASS 200 PIP TEMPORARY NO P ARKI 1301\-1 S\Ot.S ..____ PHASE II STA 5+99.85 END CLASS 200 PIPE NOT IN CONTRACT 200· 200' 200' 200' 200' 200' BOi\-1 S\D£.S FLAGGER ~ CITY OF CARLSBAD ~====;===:===========================!====t====!====!==j L__1Qj ENGINEERING DEPARTMENT DISCIPLINE DWG NO TC-05 SHEETS 115 .--------"T"" ____ _;_ ______ _Jl-1-1-------------t--+--t--jf------l TRAFFIC CONTROL PLANS FOR: Pl.ANS PREPARED UNDER ll<E SUPERVISION OF: C WR F p Ip ELIN E TO "D" TANKS 6,,p f:_0+ o OQ o(~~J,__-----ir---+-----------1-----+--+---l------l REACHES 1 & 3 BILL ~EII" DA TE I DESIGN ENGINEER R.C.E. No. 22338 ~~~T~YP~IC~A~LJM~ID~Bik;LO~C~K~W£10R~K~A~RE~A~==d LICENSE EXPIRES 9-30-05 . PLUMMER illr:t,..L,2:.-;;;t':,~"""'C!::l..::::._ ___ 7-72·0:J Darnell & Assoc1ATEs, INc.i----+---+-------------+---+----1---1-~ PE 28176 EXPIRES 313110s DATE 1446 FRONT STREET, THIRD FLOOR ~ITTir:JD~ITT=~~ii~=7~fwTt~~ SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL I DWN BY: PROJECT NO. I DRAWING NO. (519 ) 233-9373 REVISION DESCRIPTION CHKD BY: BED 38871 DWG NAME:020714TC-05E DATE: 6-30-03 BY: SN J..M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVIJD BY, BED ~----A__ 403-18 ... .. FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. '1 ' \ CARNATION DR. 200' 200· 200' TEM:~~~~~ ~~01H SIDES) FLAGGER ii1 $ ~ FLAGGER ,. C18 ::r:: 150' 150' 150' t:::1 PARKING CARNATION DR. ~ c9~C36 //FLAGG[R -------------~----·-__/ '-·-----1' • \_--:, ·1 r , :r . _____ --=--~---,,..7 ,y:--... .. - --------~] C1 J / / / 12 "----"" -·--/ / // '~=-,=c.-=cc~~=-,·li .. =:::::_:, -------------.----~~~_ML --~ -12+00 so·SR45jll • ◄ <;R45 so· 1 oo , --12 MIN. -so• ____ --~-------=-·-·-·~---· ---,_~--=--===-----. ---. ----.-.. -----' ---------~ ,---- so· 50' ' \ \ ) 1, ·-,--:::::-+--r-f--v----/ \ ' I ' 50' 50' FLAGGER NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS \~~GINGER '• lfc9A/C36 AV. 50' SR45,,,..__..;:_ _ _4,. . SR45 LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA 100' FLAGGER ' TYPICAL MID-BLOCK WORK AREA NOT TO SCALE CARNATION DRIVE PHASE I: SUNFLOWER WAY TO MISTLETOE LANE PHASE II: SUNFLOWER WAY TO MARIGOLD COURT PHASE Ill: MARIGOLD COURT TO HOLLYHOCK COURT PHASE IV: HOLLYHOCK COURT TO GINGER AVENUE PHASE V: GINGER AVENUE TO BUTTERCUP ROAD DISCIPLINE DWG NO TC-O6 i---i-----t-------+----+----+--+-'---1\, ~ CITY OF CARLSBAD SHEETS 115 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER lHE SUPER'ASION OF, t---r---r--------------+--1---1---+---I CWRF PIPELINE TO "D". TANKS ,Pl..oO ~ C,, t..0 ~(30/0> REACHES 1 & 3 BILC'fl5xRFIE'LL DA TE T DESIGN ENGINEER R,C.E. No, 22338 ~#Y~Pl~CA~L~Ml=D~B==LO~C~K'="W~O~R~K~A~R~EA===~ LICENSE EXPIRES 9-30-05 APPROV¥~W~LIA~ ~l,IMMER t---r---+--------------+--i-----,1---+---I ~~ r, ~Al! ... , .. "V"\-, 2-11111 Darnell"' AssocIATEs, iNc.1---+---+--------------+--1---1----1-------1 'ocPuTY ciTY ENGINEERPE28l76 ExP1REs 313110s DATE 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 619) 233-9373 ' ' t-;:~--t-;;-=-:--t--------------+---c=-cl-=---1f---+---I D BY: DATE INITIAL 1--DA_TE__,___INITI_A_L +--DA_TE__._I;_.;;_Nlll"'-A"'--IL CHKD BY: BED REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY• BED PROJECT NO. 38871~A DRAWING NO. 403-1B N 0 ffi ~ C en ::E cG') a .i:=. ..... o ..... w en I ...... OJ 75' 75' 75' LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill FLAGGER SIGN WORK AREA FLAGGER t:, ::0 • . ~'._:N~OLl'JPt>-~R~Kl~NG;::........_-~~:;;=------:::---1 ,EMPOR~R'< FLAGGER 50· 50' 50' PHASE I TEMPORARY NO PARKING 75' FLAGGER so· 50' FLAGGER FLAGGER PLANS PREPARED UNDER THE SUPERVISION OF: ~ £_C~ oou BILL E. DARNELL DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 b U) /i5 ' FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. DISCIPLINE DWG NO TC-O7 SHEETS fsHm7 CITY OF CARLSBAD 1-----+----+-------------+--+--+--+------l lJ21_j ENGINEERING DEPARTMENT I----+---+-----------------+---+--+---; 115 1---+-----+~------------+----t----t--+------l TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS bl~[l):J 1----+--+------------+--+--t---+-----J REACH ES 1 & 3 DATE ~~===T~Y~P~IC~AL~M~ID~B~L~O~CK~W~O~RK~A~RE~A====~ APPROVED WILLIAM E~YMER 1----+---+--------------+----+---+------i --U~•.;, & ~, >•>, 7-:'ll-fl' Darnell & ASsocIArEs. rnc. DEPUTY cITY ENGINEER PE 2s,,6 EXPIRES 3/31/os DATE 1446 FRONT STREET, THIRD FLOOR 1----+-----+--------------+----::-+----+-c-=-l--::-:::=--1 OWN BY: PROJECT NO. I DRAWING NO. SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: BED 38871 _A 403_18 (619 233-9373 REVISION DESCRIPTION RV\JD BY• BED DWG NAME:020714TC-7E DATE: 6-30-03 BY: JLM SN ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL "' u, 2 ~ ~ ~ C ;;J (11 :e I .... C) 0 -,J::aa .... .... 0 (11 w I ..... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. 0.. ~ ::s rJ) < ~ ti.) ~ I ~ -0 VALVE REPLACEMENT-~- HIGHWAY 5 --WORK AREA ~ I I i C13 ' s:-.. =- " J § " -------- ~ ~ ~ 0 z ~ I i;.:i I I Cl I 0 ~ I ~ 00 500' rJ) < '+ 0.. MIN. ..,.. CD C) I I -; I 01 LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill • SIGN ~ TRAFFIC SIGNAL ~ WORK AREA -,_C20( R ,. -.i ~ ""//' 0(8 KE) z 0.. ti.) ::s 7 -VALVE REPLACEMENT 150' BUFFER \l--___!~~~- ,< -~ r\ z I 500 I ~ 500' (~ C13 c20I RT _,__ . C18 -~ . - PLANS PREPARED UNDER THE SUPERVISION OF': ~o~ t-U .. oOQ s1CT:0A NELL DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 0 I )> -; 40' <~ I . I . 100' I OPENING /, I ~\j 0 I r ~~ -t. -t. -I ,,11 t-<IKE• ■C3t~ -c3n --~ 14' --MIN. ----------- ..,.. .,. ..,.. ------ SCALE: 1" -40' 0 40 ~ 1 z rr, l (/) rr, '8 rr, CD I rr, I r 0 ..... -1 :E &I r rr, ..., -; . I ~ 0 I{) I .._ -,__ C20 RT) ._ - C20 ,RT) C18 . - 0 I{) - . 0 I{) DISCIPLINE DWG ND TC-08 fSHml CITY OF CARLSBAD ~ ~====t===:::==========================j====t====t====t==j ~ -ENGINEERING DEPARTMENT Llr2_J r---t----t--------------+----1---1----1------1 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS 4,/yo3 i--------t---t------------+---l---+--___J_-----1 DATE REACHES 1 & 3 POINSETTIA LANE W/0 PASEO DEL NORTE D 11 r---t----t--------------+----1---1----1------1 k:t~~i!'»l;:,__:r~~~~==""""--7.-;1-01 arne & ASSOCIATES, INC. r---t----t--------------+----1---1----1------1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE 1446 FRONT STREET, THIRD FLOOR ~ITTrr:iiic=i'r=~~~~=7~~~~ SAN DIEGO, CA 92101 DA'TE INITIAL DA'TE INITIAL DA'TE INITIAL I DWN BY: PROJECT NO. I DRAWING NO. 619) 233-9373 REVISION DESCRI CHKD BY: BED l;;D:;;;;WG;-:N;-;:AM-;;cE,-;;;02""07~14,,::TC:t..,-O=,BET.D'7A=TE~: 6-:-30::-::-_--=o-=-3 "'s.,.,.Y:..,,.JL.M,.,.---l ENGINEER OF WORK PTION 01liER APPROVAL CITY APPROVAL RVWD BY: BED 38871-A 403-1 B C (11 :E I\) C) a ...t. ~ ...t. 0 (11 (,,) I .... a, FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA SCALE: 1" -40' 0 40 80 rl c~ I 1/1/ I/ __ / I !,-_,113 350• I I 1 .. ~~~11r--,,---,---. -~ I l j' j 350~ 8~ (Bl E~/ I I ~~ •,-i i I I II I I I I I I I I I I I ~ ~ ~ 0 z I C30(BIKE)jw I! 320· I , i ! I i ~ FLASHING ARROW BOARD TAv•: 150' BUFFER I I I ~ I ! A 0 ', II I~ ' ~ 10.; I a::: CONE SPACING 40' I FLASHING ARROW BOARD • DISCIPLINE DWG NO TC:_09 fSHrnl CITY. OF CARLSBAD t===~====t=========================t===+===⇒====f==~ l_Ql_j ENGINEERING DEPARTMENT SHEETS 115 TRAFFIC CONTROL PLANS FOR: 1-------1-----t------------jr-----t-,-,------J CWRF Pl PELINE TO "D" TANKS PL1'NS PREPARED UNDER THE SUPERVISION Of: BIL~RN& U • o_Q ~~r1t.D;!, t===~t===t=========================t===+===i====t===~ DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 REACHES 1 & 3 POINSETTIA LANE AT PASEO DEL NORTE STAGE I APPROVED WILLIAM E~~MER d&ef4m· £ ~n•-•---.. 2-zz-a,> DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE Darnell & AssocIATEs, rNc.1-1-~~::~t:~=t=========================t;;;+;;;i=~;=t;~~ oWN BY: -" ", I PROJECT No. I DRAWING No. 1446 FRONT STREET, THIRD FLOOR INl11AL 1-..::::DA:.:,TE::.......i..::IN:.c.:111:.=AL-f-D:.;_A....::TE_..._I_Nl11_A7L CHKD BY· RFD 38871-A 403-1 B SAN DIEGO, CA 92101 DATE REVISION DESCRIPTION RVWD BY: RED (619) 233 9373 · ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWG NAME:020714TC 09EIDATE:6 30 03LBY:RH/SN/.l.U ,,, ct) ~ ~ ~ C (JI :e ~ ~ (,.) C') a .s::i. .... 0 ~w I ..... m FOR THIS PHASE ONLY ,4s// I! j. / / I WORK HOURS 8:30 A.M. TO 3:30 P.M. LEGEND • CONE/DELINEA TOR NOTE: H BARRICADE TYPE Ill CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. ACCESS TO .. 3 o· I ,I JJl t1~r~I 11. I SIGN H TRAFFIC SIGNAL NOTE: FLASHING ARROW CONTRACTOR TO REMOVE CONFLICTING STRIPING DURING THIS PHASE AND REINSTALL WHEN COMPLETE. ~ ~ BOARD WORK AREA 350' ~LlLL ----- 350' r 111 (L , 11 · 1 1 '::'.C1~3 -500' L--- OFF C18 . z ...:l < 1-4 E-4 E-4 i::;i;;;i if] z 1-4 0 0.. I I ! I I +a ' +. ' I 2 (L1r) ... r ::i:: 1-4 '1 i--' ::i:: l· ---· ::;! > ~ ••"T .... ---C]l --- 100' ' ~1·. 1' I I '1 "---L' ..,_I . .r_:1 I 11 I I I , I , 111 • 11 SCALE: 1" 0 -40' 40 80 I I I ff J I II I/ I I I ' I I . 1· I / I, 11 I / 1. TEMPORARY I I/ ( ~ 11 NO PARKING / / I ~ / / I TEMPORARY 11 · NO PARKING 320' 1 / / / I I 1 I I ' ' I I • I d /I I I I 1111 I I / // ~ II ~ .1/ .I 11~ II ~f , t / /~o--r : I , ' I z '---"'---r--1,-. 1 I /· / .11 fiJ CONE SPACING 40'-'J ii I - / 1 i',1 lo 11 /~ ;1~ I ,i I i . ~ I I I II I ~--.,J,.. 150' 1 I / f BUFFER I C O {i_i RAMP ---:1---FLASHING ARROW BOARD ----_I.J l ___ _ MATCHLINE SEE BELOW LEFT @ :z! i I I R61 (MOD.) CONE SPACING 45' FLASHING ARROW BOARD ,: / 1 I f-,/ .--WORK AREA I~ w --·-- ; .... r--··-=-···_··:~ .. ---·· =======---------__ -----f· -► ---·• c30 -~w5_!3 --_ .. -- 1 ---------1 t::l l"T7 1----:::~ SR45I I~. C30 ◄ -12;4MIN. II ---ii)O' ----! _____________ , -------------------,: ~ 1----c-:--3·~~'-/ ;·-=.cc["=-=-=-~~---_-_-_-_-__ -_-_ -~-::":=._=_=-3:o~l't:NtN{}------. ----.-----------1 3 l"T7 I-· ----~'Ofh.. '!JL -I -:c DISCIPLINE --="'"''··-· ~ .:t • • • -u ~O ,,,c=-~"'~•..-=,=.,_... 1 1 :J' -·,--·:::· ========-_;::;~~=:-:_:_ ~-::.-~ ~--,:;:-;;;--~~ ~~---:-;-~-~-_-_-_-_-_----=-====-,..._-___ --r--____ -, __ -: _________________________________ l_l_l_l_,-;:;;:;.;;:;-;~=;;~~~~~~~~~riD~WG~NO~ --.J ·_:_: -_._ TC-10 ~•,~~-·- 1 _______ )/J_::·-c131ii POINSETTIA LN. ~1-==j===t===================t===t==~===+=~~ CITY OF CARLSBAD s1HE1E5Ts I============::~~~~~~~~~~~~ -----/ LJ2.±_j ENGINEERING DEPARTMENT s ~-, ..... :··:._:··=------·--------______ ---_-T-~\-·1~--l---r ~--1---+--------------t---t--t--,, TR~~~o;T;ILP~~~~:0~0 "o" TANKS I POINSETTIA LN. ~ ii '1 PLANS PREPARED UNDER Tl<E SUPER..,SION OF; REACHES 1 & 3 @) 0~ 1.... R,o ~ ¼-"Q.Q h(~o.J.~1--__ -_ -+--1---_ --+ -+_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -t-t-_ -_ -_ -1J,-_ -_-it_-_-~ -It_-_-, --i POINSETTIA LANE AT PASEO DEL NORTE STAGE 11 -~ 'l BILf'f."'IDiRfil:LL DA TE NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. ~ 0 \ DESIGN ENGINEER R.C.E. No. 2233B APPROVE WILLIA~ i;J-l,U!';MER (/) z LICENSE EXPIRES 9-30-05 1-1---__ -_ --t +_ -_ -_ -+ +_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -t T_ -_ -_ -i I_-_-_ -t I_-_-_ -1 I_ --_ II 4d.l<i¢.sri ~ ~• ••• "'-"7--Z-Z,#J < ' DEPUTY CITY ENGINEER PE 28776 EXPIRES 3/31/06 DATE 0.. ~cu. \; Darnell & ASSOCIATES, INC.~===±=::=±=======================+~;~+;~;t~;~+;-;;~ OWN BY: PROJECT NO. DRAWING NO. r-~ • \\ 1446 FRONT STREET, THIRO FLOOR ~ DATE INITIAL DATE INITIAL CHKD BY· BED 38871 _A 403-1B ~ ' '1• SAN DIEGO, CA 92101 DATE INITIAL RVWD BY: BED -(619) 233.9373 ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL cITY APPROVAL OWG NAME:020714TC-10E DATE: 6-30-03 BY: RH .u.t . ' ... en w J: ~ ~ w ..J <( 0 en C ..J (JI :e <( z -~ C') Q a: 0 0 """.S::. = 0 (JI(,.) I .... m \ \ \ ··-· ·-j --·------··--- ]t:':"::=~- C18 C18\ 1 I \ \ \ l-500' ~ NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. TO 0 LC) ~ C181 I ~/1 E-,1 : ~ 0 z ~ ~ Q Qt ~ r.n < ~ I ~13 I I \ \ \\ \ \ I rno· c~ \ \ I\ I I C18~\ \ \ ~18 LEGEND • H CONE/DELINEATOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA SCALE: 1" 40' 0 40 80 -WORK AREA FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. ACCESS TO 540' TAPER 500' • DISCIPLINE DWG NO TC-11 t----t--+-----------1----+--+---1-----1 ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT SHEETS 115 P~LA~S PREPARED ~UNDER THE SUPeER'1SION OF: ~ '!:: • 0 /ol~D~ B~DA~t+ DATE t---+--i--------------+---+--1---1---l DESIGN ENGINEER R.C.E. No. 22338 i-----t----t--------------+---+--4---l---l LICENSE EXPIRES 9-30-05 Darnell a. AssocIATEs, rnc. t---+--+--------------1---+--+--+---l 1446 FRONT STREET, THIRD FLOOR DATE INITIAL SAN DIEGO, CA 92101 (619) 233-9373 DWG NAME: 020714TC-11E DATE:6-30-03 BY:RH JLl.t ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 POINSE Tl LANE AT PASEO DEL NORTE STAGE 111 A/4(~,:~L~ ~~-~~ ,,-..-: 2•Z7-t>J DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE DWN BY: CHKD BY: i;,iBE;,J,ID- RVWD BY: BED PROJECT NO. 38871-A I DRAWING NO. 403-1B .. C u, :e u, C) a .i:a. :::::o u,(,.) I ..... m LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA r3 ~ 0 z NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. POINSETTIA LN. 150' SCALE: 1" -40' ' 0 40 80 FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO =3=:3=0_,P.....,_.M,.,_,_,. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. DISCIPLINE DWG NO TC-12 [sHm7 CITY OF CARLSBAD SHEETS !----+---+--------------+---+--+--+-~ l___Q§_j ENGINEERING DEPARTMENT 115 t-----+----+---------------+----+---+--+----1 PLANS PREPARED UNDER THE SUPER"1S10N Of: ,.-------r-------------t--l-! ____________ 1 _1 _1 _1 _1 TRAFFIC CONTROL PLANS FOR: t----+---+-----------1---+---1------,f--~ CWRF PIPELINE TO "D" TAN KS Bi~N[L. ~ DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 REACHES 1 & 3 tr,(~/~?:-1----+---+--------------+-----,f------,--+--------1 DATE ~""~·· ··~;:;=~PO~l~NS~E~T~TIA~L~AN~E~STgA~G~E~IV~==~ I----+---+--------------+---+--+--+-~ APPROVED .WILLIAM _JE. PJ.l.!.M}ffR JJ. IJ' ~, -7, .1::=:, -~ 7. 77 .. tt, Darnell,. AssocIATEs. rnc. DEPUTY cITY ENGINEER PE 2s116 ExPIREs 3/31/00 DATE 1446 FRONT STREET, THIRD FLOOR DWN BY: " PROJECT NO. DRAWING NO. (t1~)D~JG~.:.9~~392101 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: BED 38871-A 403-1 B owe NAME: 020714TC-12EIDATE:6 30 03RY:RHISN/JLM ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BED N C U'I :E I 0) G) 2.~ ..... 0 ..... ~ U, I ..... m • CONE/DELINEATOR H BARRICADE TYPE Ill ~ SIGN ~ TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA 540' TAPER FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. BLL E. DARNW.. .. 22J3II ,. r-.. 9-30-05 Jf- .,-._,.. CIV~ .,~ OF C --~ft+ '• i7' ::s --' ,. ·;r.✓/ -<111 , ' o::;1 I I ' ~ ~ 150' 0, i ' i -C:18 500' \ ?> \ C") \ .lier r \ 0 I \ z \ I t::l ~ • PLANS PREPARED UNDER THE SUPERVISION OF: ~ o~ e D.,_ 110C sn:F, DAR~LL t,( ~'fjo!:- DA DESIGN ENGINEER R,C.E. No, 22338 LICENSE EXPIRES 9-30-05 Darnell&: AssocIATEs, INc. 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INlllAL (619) 233-9373 REVISION DESCRIPTION ENGINEER OF WORK DWG NAME:020714TC 13E IDATE:6 30 D3I8Y:JLM"N I I 1~1 j I ff I l / C18 I DATE INlllAL DATE INlllAL OTHER APPROVAL CITY APPROVAL 0 -0 ({) ") SCALE: 1" - 40 40' 80 DISCIPLINE DWG NO TC-13 CT£] CITY OF CARLSBAD SHEETS 7 ENGINEERING DEPARTMENT 115 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "o" TANKS REACHES 1 & 3 ~· POINSETTIA LANE STAGE V APPROVED 'MLLIAM E.~ER .pt/~£~ 7-'Z?--C.7 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DA"TE DWN BY: -" I PROJECT NO. I DRAWING NO. CHKD BY: BE□ 38871-A RVWD BY: BE□ 403-1B .. N Cl) w I ~ ~ w ...J ~ C U1 :E ...J <( -.IC) z Q 0 -.a::-a: 0 ::! 0 u,c,,) I ~ m MATCHLINE SEE BELOW RIGHT @ ------rr---,------ . I II I ~ 11 i:::::i 1! l 1 -F 7 I J ,. " 11 I . I ,I ., !/ I • \ ---, ~ )> 00 -u 0 rr7 • :;o (.,j (.J1 .. ----,-,,0 ~ o. R61 (MOD) 0 I.() /V) I \ \ '--➔ ...-·11----1' \ \ \ \ '· \ \ \ \ \ \ \ \ C2O(L , .... \ FOR THIS PHASE ONLY WORK HOURS 9:00 P .M. TO 5:00 A.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. 11 :, :1 ~ C 01 I ACCESS TO I W17 350' R1 R1 17 ~--350'--- R1 ... ... R1 DETAIL A NOT TO SCALE 350' R1 W17 ... R1 350' .A.W171 LEGEND • H CONE/DELINEATOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA SCALE: 0 1" -40' 40 80 DISCIPLINE DWG NO TC-14 ·1 SHEET I CITY OF CARLSBAD ~ t----+--+---------------1----1-----1----l-------l 58 ENGINEERING DEPARTMENT 5 t---t----t--------------+---+---+--+----1 r-------"T""-----------~t===jc===t==========================1====t===1====t==j TRAFFIC CONTROL PLANS FOR: PLANSPREPAREOUNDERll<ESUPER\nSJONOF, • cwRF PIPELINE TO "o" TANKS 9\0 0 ~ D ❖ -'4.Q <d~ .. ,~3i---------t--+-------------+---+---+---+-----I ,REA CH ES 1 & 3 91cM:'.. ~ARrfmi DATE POINSETTIA LANE AT BATIQUITOS DRIVE STAGE V1 DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 l'/ILLIA~ E. LUMMER l----+--+---------------1----1-----1----l-----lJ,4~ ~--£_~:..:_,;t::::ii~-z!:::l--=---7•-Z1,11.:::, Darnell & ASsocIATEs, rnc. □EPUTY c1TY ENGINEER PE 28116 ExP1REs 3/31/□6 DATE 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 (619) 233-9373 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DWG NAME; 020714TC-14E DATE,6-30-03 BY; RH .lM ENGINEER OF WORK OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: ....._,,,_ CHKD BY:BED RVWD . BY: BED PROJECT NO. 38871-A I DRAWING NO. 403-1B >-_J z 0 w (/') <( ::i: a.. (/') -::i: I-a::: 0 u... . :::IE . <( 0 0 .. I.{) 0 I-. :::IE • a.. 0 0 •• O'l (/') a::: ::::) 0 ::i: ~ a::: 0 3: 0 LO r0 0 I-(/) (/) 1..1 u u -<{ z· _(/) -<{ 1..1 I-::::E z--I--<{ ::::E ....I ....I o< ........ 0::: -<{ Ov, I->-U4: .. ~ 3: 1..1 I-1..1 i-z> 0 0 o::: z uo (!) z -i-o Uz ....I<{ LL z 1..1 0 (/) . u-<{ 1..1 ::i: I-1..1 a.. 1..1 > ....I 0 (/) a.. ::::E -::::E 1..1 ::i: 0 0::: I-u 0 (!) z I-z 1..1 a: I 0::: ::i 3: 00 I-....I u (!) ....I -<{ z -<{ • ♦ 0:::: -1--1..1 I-a.. (/) I-z-z o o:= w z u (/) 0::: -a:: i----~----1 ..., I:!:!:! ... ~ <>:: I----~----i 1111 QC 0 '° .,, ...... !ii 1111 0 0 LO DWG 403-18 59 of 115 1 ... , , , , 1 1 , , , f, 1 , , 1 , 1 , , E, , , , 1 , , 1 , 1i, , 1 , 1 , , 1 Pt S3HONI NI 31\fOS l\f~ 0 0 LO 0 0 i ' i ! 11 r -! ! It I 1---I 111 I _J t 1/f I 0 J ' i / N /_i)/ ' ./ uW_1/ I I: I . , If, i I, I ' I/ I II d I p, II I 2/ l / ~ i t' I ,;;. I l ! -=>t rr I -,;II I 'I • l;j'/ 1=' 1/ I 2, 1 Ii I I q I LO ..... 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(/) w 0 z 0 (/) > w 0::: "' "' ~ .._ 0 "' l:J z (3 z w r: WORK AREA ·; I I/ 1so· 111 TAPER I II I I . I i C3 I 1! I !z! ·~1 I I ii T' I ~ 1/ C13 ~ Tl \ . \ I \ \ \ 1c1s I RD • _.--:::,-CONE SPACING 30' NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. FLASHING ARROW BOARD SCALE: 1" - 0 40 40' 80 LEGEND • H CONE/DELINEATOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA FOR THIS PHASE ONLY WORK HOURS 9:00 P.M. TO 5:00 A.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. DISCIPLINE DWG NO TC-16 t------+--+-----------l------l---1-----l--_J fSHEEi7 CITY OF CAR LS BAD L§_Q_j ENGINEERING DEPARTMENT SHEETS 115 .--------...-------------_Jt-----t---t--------------+--+--+~-J-----1 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS PLANS PREPARED UNDER THE SUPERVISION OF: ~·~~E~~~~'.____ -", ~>1---+---+------____:__ __ -----1-_ ___j___J _ __J____J Bl~RNELL DATE REACHES 1 & 3 DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 f8 I 0 ~ ~ w .J <( ~ ;;l C z =e Q en 0 G) a: 0 0 -.,::i., ::::: 0 01 (,,) I ..... m FOR THIS PHASE ONLY WORK HOURS 9:00 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. I I I I i / I II Ii /I TO 5:00 A.M. ACCESS TO I I -/C18 NOTE: CONTRACTOR TO MAINTAIN VISIBILTIY OF SIGNALS AT ALL TIMES. SIGNALS PLACED ON FLASHING RED DURING CONSTRUCTION AND STOP SIGNS AND STOP AHEAD SIGNS TO BE PLACED PER DETAIL A. 350' 350' 180' TAPER 350' 1 350' ., w II R1 ... R1 DETAIL A l'l'OT TO ICill: 500' 500' 500' @) I --.-···-·· --R17 -·-.c2o(Cr).- _ _IN1} (~J POINSETTIA LN. LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill Iii SIGN ._..,,_ ___ _.,w,7 § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA R1 SCALE: 1 " -40' Wl7 0 40 80 r----t--t----------+-----1---1--.1---1 fsHm7 CITY OF CARLSBAD L_§_lJ ENGINEERING DEPARTMENT I @) DISCIPLINE DWG ND TC-17 SHEETS 115 r------7-;:;:;;~~;;;";~~;--;;:;;,;;;;;;-;;----i==~~=l==============t==t==t=:t=j TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF, c WR F p I p ELI N E To "D " TA N K s ~-~ARNfu"C)" oc() ..:::;~~~::,:;iit.:0-1---1--1-------------+---+----+---L-_J REACHES 1 & 3 DESIGN ENGINEER R.C.E. No. 22338 POINSETTIA LANE AT BATI UITOS DRIVE STAGE IX LICENSE EXPIRES 9-30-05 APPRQVE ~ILLIA~ E.,_..EJ.,~ER . D 11 t---t---t--------------+---1----1---.1..---l ~ c_, ~~ .... 2 7~'?kQ.'J arne & ASSOCIATES, INc. r--,-4-------------+---+--+--.J-----I DEPUTY CITY ENGINEER 'rE28176 EXPIRES 3/31/06 DATE 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO ~~:;;-.;~6:':,19'!--) ~23?'--3-,.;9~37~3 c-=--=-T"CC"C='"",,.,-1 REVISION DESCRIPTION CHKD BY: BED 38871 A 403 1 B . DWG NAME: 020714TC-17E DATE:6-30-03 BY, RH JJ; ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BED -- ... Cl) ~ ~ ~ < ~ C ...J < :E I en ..... G) 0 -.,::a. ..... 0 ..... u, ~ I ..... m LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill ~ SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA 0 l{) ~ ~ i I 0 FLASHING ARROW BOARD SCALE: 1" -40' 40 80 540' • I I 100· TAPER I BUFFER _....,,,.. CONE SPACING 45' 500' "' .----------t---t----------+---+~-+--+---1 fSHml2 CITY OF CARLSBAD jsi=irrrs]5 l.§1_J ENGINEERING DEPARTMENT ~ r-------r,:;:;:;:-;;;;::;,;"";;;;;"";~~;;;;~--,===1==~============t==:t=t=±=j ~T~RAF~FI~C~C:::O:::NTR~OL~PLAN~S~FO~R:::· ====~=~ PLA~SPREPARED~~~ES~~R~IONOF: CWRF PIPELINE TO "D" TANKS ~ £~ 1c(~o(o!>•--t--t------------+--+--+---+----I REACHES 1 & 3 ~r&:Jt~1%i:~233s DATE ~~~~P~O!)!IN~S~E~TT~l~A,j~A~N~E~T~A~G~X~=== LICENSE EXPIRES 9-30-05 ~ ,_ ER ~ w ~ ~ C ~ :e I 0, I\) C') 2. ,l::ai, • 0 • w c.n I .... m ·-----------,• ---------~---·- ·· ·· ---------·-----~- I I FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. 500' , t; ~ • WORK AREA LEGEND • H CONE/DELINEA TOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA I I _, BU E. DARNEl..l ._ 22330 ._ Elf. P-&05 11- JI,.,. CIVIL ~,,. ::---c ,,ds OF C \ SCALE: 1" ~ -40' ~FLASHING ARROW BOARD DISCIPLINE DWG NO TC-19 0 40 80 [SHm7 CITY OF CARLSBAD t====t===t===========================t====f===]====t==~ L___§]_j ENGINEERING DEPARTMENT SHEETS 115 TRAFFIC CONTROL PLANS FOR: l----l------+-----------,-,7=-:I=J CWRF PIPELINE TO "D" TAN KS PLANS PREPA.REO UNDER TI-IE SUPE_RVlSlctJ OF: REACHES 1 & 3 POINSETTIA LANE AT SNAPDRAGON DRIVE STAGE XI APPROVEu l'AL.J;;IAM E.~L MER ...,_ :9? • a&#e » £ ¼,.,............ ~ ~ u DEPUTY CITY ENGINEER Pai7i'EXPIRES 3/31/06 DATE Darnell,. ASSOCIATES, lNc. l-1-:::;~:=-t.~;;:;;t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-===-==-t~;~=f~ii1J~i=t~~u DWN BY: ·" I PROJECT NO. I DRAl'ANG NO. 14-46 FRONT STREET, THIRD FLOOR INlllAL DATE INl17AL DATE INl17AL CHKD BY· BED 38871-A 403-18 SAN DIEGO, CA 92101 DATE REVISION DESCRIPTION CITY APPROVAL RVWD BY: BED (619) 233 9373 ENGINEER OF WORK OTHER APPROVAL DWG NAME: 020714TC 19E...!DATE:6 30 03j BY: RH/JU.t '6• U! f:. C.,~ . 0 Q ~(JO/o~ .. 1--1-_-_-_-+-1-_-_--++ _-_-_-_-_-_-:__-_-_-_-_-_-_-_-_-_-_-_-_-_-_--1--_-_-11-=-=-rr==-==-==r~=-==3 BILL t. DARNELL DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 ' .. ' ' ' r ' ' r ::0, ' r r- ' r-r ...2 Cl.) w I 0 z z ~ <( ~ ...J <( z ~ 0 en w 0 -... ... u, C :E C) .i:i- 0 w I ...... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. VICINITY MAP . c:: Q z 0 t!l ~ Q C. < z 00 500' WORK AREA 150' BUFFER ~coNE SPACING 45' LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill jll SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ ,~.~ WORK AREA .. 223J8 • flip. ih~2::QCi Jt: J'~ CI VI L/4--l ~ or -"-~'--'~ 540' TAPER FLASHING ARROW BOARD L SCALE: 1" -40' • , I DISCIPLINE DWG NO TC-20 0 40 80 t------t--+-----------+-----1---------1-----1----1 fSHEEi7 CITY OF CARLSBAD L_ill ENGINEERING DEPARTMENT SHEETS 115 TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER lHE SUPERVIS10N Of: CWRF PIPELINE TO "D" TANKS k= \ Of\ !=_ l ,_ n/\/j /o{)io/D!,t---+---+------------~--+----l---4---1------1 REACHES 1 & 3 BILL E. DARNELL DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 pnIN""0 TTIA I AN• AT SNAPnRAGON nRIV• C:TAG• XII APPROVED' WILLIA~ E.~MMER 4¢)'~e:, Li ~-e-,,,., . -< 7·'Z1-t12 Darnell,. AssocIATl!s, 1Nc.t----t-----t--------------+---+--+--+-----1 DEPUTY c1TY ENGINEER t-i2116EXPIREs 3/31/os oATE 1446 FRONT STREET. lHIRD FLOOR D B " " I SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL WN Y: PROJECT NO. I DRAWING NO. b.cc-c:-:,-::=-::7.:~ <6~19'!--) 7'23:;-3---=-9::c:37:e.._3 ~~~~----l REVISION DESCRIPTION CHKD BY: BED 38871-A 403-1 B ~WG NAME:020714TC 20E I DATE:6 30 03 ] BY: JLM ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: RFD -... .., C :e ~C') a~ -o """"W U, I ..... m WORK AREA- i .II] /c1 s i I / ~20(LT) I I ' ! I. I /C18 ' ' 500' CONE SPACING 45' 500' NIGHTSHADE RD. NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. POINSETTIA LN. 500' ·./'-----t'\---- 500' FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill II SIGN ~ TRAFFIC SIGNAL FLASHING ARROW CONE SPACING 45' FLASHING ARROW BOARD ~ BOARD 0 1500' SCALE: 1" 40' ~ WORK AREA CONE SPACING 45' POINSETTIA LN. " ... -_-·_·-_·--_-·~~~~~~~~~~~t~==--:--:::·-:::::::·-.=-""".+~=-=-=--·-··--·-··--·-· · .. -... -.... -__ ........... -:..-------·---i@ 1----·· -14'"MIN._ ----+-----------------------------=::..,14_Mlf'J,! t;:: Lu _J Lu > ~~~~~~~~~::2§::t~~:=j~.:1-1=_~~~~~~~~~==-~~~~~~1.:1-f_=~:!~~~-~----=----~--~~~~~~~~~=-=-=i• ~ DISCIPLINE DWG ND TC-21 i--~--t------------1-------1--.........._ _ _,____j fsHml CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT L112J 40 80 FLANS PREPARED UNDER THE SUPERVISION OF': ~o o t; b-.D() "'lJCt a-"t---+---+---------l-------1--__J__..J..____j BliTE.1>AAAtEL DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 POINSETTIA LANE STAGE Xlll DEPUTY CITY ENGINEER PE 2B176 EXPIRES 3/31/06 DATE Darn ell & AssocIATEs, rnc. t---+---+-------------+---1----1----l----l 1446 FRONT STREET, lHIRD FLOOR 1-.:=-+:::=-:c--t-------------+---1----1---+----l SAN DIEGO, CA 92101 DATE INITIAL · DWN BY: (619) 233-9373 DATE INITIAL DATE INITIAL CHKD BY·. noBE;.i.,D_ PROJECT NO. 38871-A DRAWlNG NO. 403-1B REVISION DESCRIPTION --DWG NAME:020714TC-21E DA TE:6-30-03 BY: RH JLM ENGINEER OF WORK 01HER APPROVAL CITY APPROVAL RVWD BY: BED ,_ .. ... Cl) ~ ~ ;:; ~ ~ C ;J, :E I en 0, C) a ,l::a, ...I, 0 ...I,(,.) 0, I ..... m FOR THIS PHASE ONLY WORK HOURS 9:00 P.M. TO 5:00 A.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. 500' 500' WORK AREA---- CONE SPACING 45' --------- LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill II SIGN H TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA SC3/ G7 AVIARA (SOUTH)/----..___ POINSETTIA (EAST) --..,_. C5(RT) ,t· §"ca .q_O SC3/ u G7 AVIARA (SOUTH)/ POINSETTIA (EAST) • -. CSA n . Jf,17-----l~ N-_lSC3/ SC3/ G7 AVIARA CSA I SC3/ (SOUTH) SC3/ G7 AVIARA (NORTH)/ POINSETTIA (WEST) C5An G7 POINSETTIA C5(RT) (WEST) ~ '(;~"l'e ti i:::i G7 AVIARA i C5A I (NORTH) ~OSEM.4R; ,t_ "8. -----1--__,, I ~ 1----.:DAL::::S::::Y, AVP:. l'l:l ___ _1. _______ __ DETOUR MAP MATCHLINE SEE SHEET TC-24 SCALE: 1'' -40' 0 40 80 PLANS PREPARED UNDER THE SUPER\!1SION OF': ~ fib.~QQ BiLLE.DARNE ~3 DA BltL E. DARtE.l DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 ... 22338 • r.. P-JO-® * Darnell & AssocIATEs, rnc. <I'~ Cl VIL ,,. "' 1446 FRONT STREET, THIRD FLOOR or e,;,\W SAN DIEGO, CA 92101 (619) 233-9373 DWG NAt,jE:020714TC 22£ IDATE: 6 30 03 I BY: RH IJ.M DA'!£ NOTE: CONTRACTOR TO MAINTAIN VISIBILTIY OF SIGNALS AT ALL TIMES. SIGNALS PLACED ON FLASHING RED DURING CONSTRUCTION AND STOP SIGNS AND STOP AHEAD SIGNS TO BE PLACED PER DETAIL A. CONE SPACING 45' R1 R1 ..- R1 7 f------350'--- DETAIL .. R1 A NOT TO SCALE INITIAL DA'!£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL F ASHING ARROW BOARD ---350'--- ""'-R_1 ------=W17 .. R1 DISCIPLINE DWG NO TC-22 ~ CITY OF CARLSBAD LillJ 6 ENGINEERING DEPARTMENT 5 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "o,, TANKS REACHES 1 & 3 POINSETTIA LANE AT AVIARA PARKWAY STAGE XIV A~rRJ~-~ Wl~L~ ~_,JMMER 7-71 •a;, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE I I DRAWING NO. DWN BY: " " PROJECT NO. DATE INITIAL CHKD BY·RFD 38871-A RVWD BY: RFD 403-1B CITY APPROVAL L-----------------------------------------------------------------------------------------------------------------...1 ) ! ;;e; ~ ~ ~ C en :E en C') a~ ::::. 0 U1 c,) I ..... m FOR THIS PHASE ONLY WORK HOURS 9:00 P.M. TO 5:00 A.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill Iii SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA CONE SPACING 45'(TYP.) WORK AREA POINSETTIA LN. -12' MIN. NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. SCALE: 1" - 0 40 40' 80 ' C18 I I I I I 500' I I 1· \ i ' I I I I I ~J I I I I 0 I 1 I I I I W58 I I ~3 ' • ~ ~ < ~ < - ! l > < B , 150' ~ BUFFER ' ---- J,,.-,-CONE SPACING 45'(TYP.) 500' 500' NIGHTSHADE RD. FLASHING ARROW- BOARD 270' ____ LANE SHIFT CONE SPACING 45'(TYP.) DISCIPLINE DWG NO TC-23 t----t--+-----------1---+---+---1----' ~ CITY OF CARLSBAD l.§l_J ENGINEERING DEPARTMENT SHEETS 115 r--------------------1:---1 --r-------------t--+--+--11---I TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION or, C WR F p I p ELIN E TO "D" TANKS ~ ~ ~-•◊Q (c{!>0(03 i---t--+------------1------+--+--1------l REACHES 1 & 3 BILL E, DARNELL DA TE DESIGN ENGINEER R.C.E. No. 22338 POINSETTI LANE AT A VIARA PARKWAY 4" PIPELINE LICENSE EXPIRES 9-30-05 D i----+--+-------------+---+-~--+-__j ~~~~~b4:~~2::l::'.~=-,.-,-2--zz"" arnell & AssocIArEs, rnc. DEPUTY c1TY ENGINEER PE 2a11s EXPIRES 3/31/os DATE 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INlllAL DWN BY: PROJECT NO. I DRAWING NO. (619) 233-9373 REVISION DESCRIPTIO CHKD BY: ..,.BE_.,□_ Dll'G NAME: 020714TC-23E DATE: 6-30-03 BY:RH J..M SH ENGINEER OF WORK N OTHER APPROVAL CITY APPROVAL RVWD BY: BED 38871-A 403-18 l .. N C 0) :E ..... C) 0 .a:::-, 0 (,.) -.... .... (Tl I .... m FOR THIS PHASE ONLY WORK HOURS 9:00 P.M. TO 5:00 A.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. C20(L T) 500· FLASHING ARROW BOARD --wt1tT - NOTE: CONTRACTOR TO MAINTAIN VISIBILTIY OF SIGNALS AT ALL TIMES. SIGNALS PLACED ON FLASHING RED DURING CONSTRUCTION AND STOP SIGNS AND STOP AHEAD SIGNS TO BE PLACED PER DETAIL A. MATCHLINE SEE SHEET TC-22 ---1--r1, 31-0 ,-r1,1,:--,, ---- C2 ! ' "f ,j '\ \ ----- 1 - 2 - 5 -. ___ __L.. ____________ _, CONE SPACING 45' I I @) I ...... I i..... WORK AREA--/~/_J 'f..,.----;::~~-----1-------------------_:540' ·-·-·-~-V_IA_~~-·-P_KW_Y_.__..1-c_13 ____ .....J...r-=_-__..,, ___ • / i -'t2~UFFER AVIARA PKWY. TAPE~R---t-----.e\------JI ---14' MIN. - w __J ---------------------------............. -------- CONE SPACING 45' £-- 500' C18 \ .C30 ··;.;;i.·.c30 ..... ..........---·-+-----;r----""?=---\ ~~+~C:..:3:.:::0 ____ ···-······ -------';Q.JQ ________ . .. R1 7 \ 1--· --------··········· .. ·······-·---------+----,,L---------------+----· I \--· ·-- .J w w I (/) w r,"7"-71., ____ \,, r,1-~---.r---=-·-=--=--=--=--=--=--=------·············-···---------~---···----------------/···· -·····--·--,,--.1 -" --_ --·--------·--•-----·--·•--·----~·.,.----- ..,/, i!c13 FLASHING ARROW .,..,,,_"' · . ....C .I:7t•·-!tF}196 BOARD ·· I z ··i __J -·, :r: u I- \ 1 1 28A CONE SPACING 45'-c::::::::_-I <( I ~ 1 . I SEE SHEET TC-22 LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill • SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA SCALE: 1" -40' 0 40 80 PL.ANS PREPARED UNDER 1l-lE SUPERVISION OF: ~A~IT~ e.t£ DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 I I 1-----350•·--- R1 R1 T ""--R_1 -----=W17 R1 7 ---350'--- DETAIL A NOT TO SCALE ... R1 ... R1 DISCIPLINE DWG NO TC-24 ~ CITY OF CARLSBAD SHEETS 1----1----1---------------+--+--+--t---, LfilLj ENGINEERING DEPARTMENT 115 1----1----1---------------+--+--+--t---, 1---l--...+------------+--t--t--t------1 TRAFFIC CONTROL PLANS FOR: tp/30(0~1--...J--+------------+--+--+--+-----1 DATE CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 POINSETTIA LANE AT AVIARA PARKWAY STAGE XIV AP~;/~?/4si,L? ~.:~ ~• ?•-ZZ •al A VIARA PKWY. D~PUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE Darnell & AssocIATEs, INc. l---l--+------------+--+--t--t------1 1446 FRONT S1REET, THIRD FLOOR DWN BY: PROJECT NO. I DRAWING NO. SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: BED 38871-A 403-1B 1-----'("'-'61::.,9)....:c2::c:33.,...:·9=37c::.3 ___ -.-,-,-1 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BED DWG NAf.tE:020714TC·24E DATE: 6-30-03 BY: RH J.M ENGINEER OF WORK ,. . .. 0) ~ ~ z -w ...J < 0 C 0) ;;}_ :e ~ Ch 0) C) a: 0 .,::ii.. 0 -...a. 0 ...a. tA) (11 I ..... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. ACCESS TO CONE SPACING 45' C13 I ;r:: )> • NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. 125' BUFFER 150' I Ii -i I ("') I :::c I r-------------------540' TAPER------------------\---.!===:~ r I I C30 --:z r, I (./) I f'T'1 I r, LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA C30BIK£ .. -- CONE SPACING 45' FLASHING ARROW BOARD SCALE: 1" -40' 0 40 80 PLANS PREPARED UNDER THE SUPERvlSION OF': sWoAirft~ DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 FLASHING ARROW BOARD b/..,,,,0} t-----+---+--------------t--t---t----t----1 DATE Darn e 11 & AssocIATEs. INc. 1---.-,.,+---+----------------+--+---+----+---1 1446 FRONT S~; THIRD FLOOR "' t-:~..c+,=-,,-+-------------+-::-=:--+=-:-:-t--::-:=--t-::::=:--:--1 SAN DIEGO, CA "101 DATE INITIAL DATE INITIAL DATE INITIAL 619 233-937_. REVISION DESCRIPTION DWG NAME: 020?HTC-25E DATE: 6-30-03 BY: RH Jl.M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I CTr] CITY OF CARLSBAD 9 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: DISCIPLINE DWG NO TC-25 SHEETS 115 CWRF PIPELINE TO "D,, TANKS REACHES 1 & 3 POIN'" 1IA I ANE AT AVIARA PARKWAY STAGE XV APPROVELY: WILLIAM ~LUMMER ,07__.u~ /, -?w-~2 I :l!.....,,_ 7--Z'Z•(g_ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE DWN BY: "" I PROJECT NO. I DRAWING NO. CHKD BY:BED 38871-A RWID BY: BED 403-18 ... "' Cl) w J: ~ ~ w ...J <( ~ C -;j_ c,, ~ ~ Q U) G) a: 0 0 -~ :! 0 c.n w I .... m NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. CONE SPACING 45' ,a C18 FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. AVIARA PKWY. LEGEND • H CONE/DELINEA TOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA \ c1s I I I \ I I 150' I I I --~ ./ _" ....... WORK AREA ~ ~ ~ ifl ~ ~ c!) I ,.... z '--~-- 540' FLASHING ARROW BOARD 500' j 500' DISCIPLINE OWG NO TC-26 FLASHING ARROW BOARD f"SHEE17 CITY OF CARLSBAD SHEETS CONE SPACING 45' SCALE: 1" 40' 0 40 80 >------+----+--------------+---+----+--+------< LlQj ENGINEERING DEPARTMENT l----+---+-------------+---+--+--+----1 115 r------,-;;;-,:;;;;,;;:::;;;;-;:;;:;;;,:~";;~;;;;;:;;----t==t=~t=============::t=~==t===t=j TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE To "D" TANKS PLANS PREPARED UNDER THE SUPERVISION OF'! BI.L E. DARNELL 1k 22.338 • Elf. @ 30--05 ,.. ~ CIVIL'§ ~ .. -....--.• OF CJ\\..\ ~ o c;~ ~ ~(~o REACHES 1 & 3 BilfEfiARffilL DATE~ 1----+---+-------------+---+~-+--+----t POINSETTA LANE AT AVIARA PARKWAY STAGE XVI DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 APPROVE[Y WILLIAM g~UMMER d4!#H<i,. T't ~-'.b-Y!') 2,n---0..:, Darnell & ASSOCIATES, INC.l----+---+-------------+---+--+--+----1 olPuTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE 1446 FRONT STREET. ltllRD FLOOR OWN BY: .II I PROJECT NO. I DRAWING NO. SAN DIEGO, CA 92101 DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY RFI) (619) 233-9373 REVISION DESCRIPTION : 38871-A 403-1 B DWC NAME:020714TC 26E IDATE: 5 30-03 IBY: RH/JL.1.4 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BED ... N 0 Cl) w J: ~ z -w ...J < ~ C ...J < :e ~ ....., Q 0 G') a: 0 0 .,:. -..... 0 ..... (11 (A) I ..... CD 350' < FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. 0 180' TAPER FLASHING ARROW BOARD LEGEND • H CONE/DELINEATOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA '' -40, SCALE: 1 40 80 75' BUFFER CONE SPACING 30' 350' VICINITY MAP prri7 CITY OF CARLSBAD DISCIPLINE DWG NO TC-27 tt====t===3============================t====t===j====l===3 LlLJ ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: ------r.::-::::::-::::=:-:::;-;;;;,:;;;-;;---ii==~==JE=~=l~==~==~==-===---===---===---===---===---===---===J~=~==±f==~=f=~==~j~~=~~ CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 PLANS PREPARED UNDER THE SUPERVISION or, ~====t===~~===========================t====t===3====j===3 AVEN.I.DA ENCINAS AT EMBARCADERO LANE STAGE I D-,~ ~ 0 ~. ~ lo(">O{f>,!> B!fi'liAR~L DATE APPROVE WILLIA~E-?:i:!R 7 ::27 •a:J fsHmsl Lill_J DESIGN ENGINEER R.C.E. No. 22338 t==t==+==--------------t---==t=r==t=~ U/"~ 0 ~IIZ>'.Yl «-..£ _ _:_•..,_.._~ ucENsE ExP1REs 9-30-os t==+===r====------------==:t=::i=::j==!===1 6itPuTv c1TYENGNEER PE 2s11s EXPIRES 3/31/06 DATE tt====t=:=~~===========================+~;i=±ii~3=i~~j;i~a DWN BY: ....... ~-PROJECT NO. 1 DRAWING NO. Darn ell & AssocIATEs, me. DATE INITIAL DATE INITIAL cHKD BY= BED 388 11-A 403-1 s 1446 FRONT STREET, THIRD FLOOR DATE INITIAL RVWD BY· BED SAN DIEGO, CA 92101 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL (619) 233-9373 ENGINEER OF WORK DWG NAMES,020714TC-27E DATE: 6-30-03 BY: RH .LM • ... N 00 w I ~ ~ w -;J_ ~ C .J ~ :e <( z ~ ..... G') 2.~ 0 ...... 0 ...... c,.) U'I I ...... m ~ (:i;:l [I) ~ [I) [I) (:i;:l <u 0 U \\. u <lj FLASHING ARROW BOARD T C13 ... C13 SR4 " ·~-... =---~ -·..,...-~ --=--·--=-----=--- 150' 150' C18 FLASHING ARROW BOARD WORK AREA :s ::s ~· QI cJj --62 · BIKO::· C20(L T) FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. ·--!918 ·---....... ----·--.--....--=::---~·"•-.,,. -·----. --=~:· TO 3:30 P.M. ACCESS TO LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill ~ SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA SCALE: 1" -40' 0 40 80 CONE SPACING 30' DISCIPLINE DWG NO TC-28 fsHEiil CITY OF CARLSBAD SHEETS 115 ~====t===t==========================j====±===i====±==j ~ ENGINEERING DEPARTMENT r------7~;;-;,;;;,;:;;,;--;~;-;;;~;,;;;;;;-;;-----i===l==t=============j==t=t=±=j TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER THE SUPER'1SJON OF, cwRF PIPELINE TO "o" TANKS ~ C ~ b/30/o:, REACHES 1 & 3 ~l'tfLJARlfil~ DATE t---+--+--------------+---1----1---L__J DESIGN ENGINEER R.C.E. No. 22338 l--+--+--------------t----l-----1----1---l AVENIDA ENCINAS STAGE II LICENSE EXPIRES 9-30-05 .. Cl) w ::r: ~ z w ...J <( M C ...J <( :E z .... 0 I\) C) cE 0 0 -.,::a., ...... ...... 0 c.n w I ...... tD 350' 350' LEGEND CONE/DELINEATOR : BARRICADE TYPE Ill jll SIGN TRAFFIC SIGNAL § FLASHING ARROW ~ BOARD ~ WORK AREA 350' FLASHING ARROW BOARD 109+00 350' VICINITY MAP 0 WORK AREA l:::t:: TEMPORARY ' NO PARKING, L------1n~~ (~ \',,"---··--· i::.:l ~ .. _., C2 u C2 l:::t:: < a:l ~ i::.:l 1" = 40' SCALE: FOR THIS PHASE ONLY TO 3:30 P.M. URS 8:30 A.M. WORK HO NOTE: TO MAINTAIN ACCESS TO CONTRACTOR T ALL TIMES. DRIVEWAYS A DISCIPLINE DWG NO TC-29 SHEETS NTROL PLANS FOR: "D" TANKS TRAFFIC co PIPELINE TO 3 CWRF REACHES 1 & N TA 11 AR A R AVENIDA CIN &¼UMMER 7-ZZ..P WILLIAM E. ••>le: DATE APPROVE,✓._ --?' ~ > PIRES 3/31/06 80 ~=~~~E~~~!~~=~~~~~~~~~~=~~~~~~~ #'l~INfrR "PE 281 76 EX I DRAWING NO. r ----~'..__-i;~ 4 ~ 0 ~s;::~~~;•';,if;~ ~~~~~~E~~ti~~t~Ei~~J~~~~ DEPUTY CITY PROJECT NO. 403-18 , ___ "' I 71 A ;PL~AN~SrPR]EP?cAR~EDijU~ND~ER; TH~:-~i· 22338., %/0 > CW, 0,, • 6ffi 388 - INITIAL CHKDD BBYY.· BED . ,, • , C cm '"'" 0 _, .,. • = ""m ,o ""' om OIT ~~-BIIT J, l\.c,,~ '·";:L~. ra ~-• 1,IT,u =•~ ,_ ,.., me. RrnSION DESCRIPTION = Darnell~~~~~~~ FLOOR □Arr INITIAL 1446 FRONT c\ 92101 ENGINEER OF WORK SAN )D~ff.'.9373 3 BY• RH JLM (619 ATE· 6-30-0 · F CARLSBAD 115 LnJ cr1rc,,N~RING DEPARTMENT DWG NAME: 020714TC-29E D . ... "' N 0 C -..J :E w G) 2. ,1::1, .... 0 ....w (J1 I ...... m 350' FOR THIS PHASE ONLY TO 3:30 P.M. URS 7:00 A.M. WORK HO NOTE: TO MAINTAIN ACCESS TO CONTRACTORAT ALL TIMES. DRIVEWAYS LEGEND c~"O'N E /DELI N EA TOR ~ BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA 1" = 40' SCALE: 0 40 80 TEMPORARY i---------NO PARKING ------7 SPACING 3Q' CONE 150' BUFFER 12' MIN. ---·--··-··-··---...... ____ _ -.... .... . ··tr11t.~---·--.. --------·---.... ::,,. 7777~~· -<s -12· SR WORK AREA ( ! L 350' F CARLSBAD LHJ c11rlN~RING DEPARTMENT DISCIPLINE DWG NO TC-30 SHEETS 115 TRAFFIC CONTRO PELINE TO CWRF p~EACHES 1 & ;ORK STAGE IV AS SHOULDER AVENIDA ENCIN L MMER 2-U :OJ VE 'ML':? ~422?1:::?'.'.J-/06 DATE # GINEER PE I DRAWi N OF· E SUPERVISIO . 1 A PLAN'S PREPAREO~UNDER TH.,oQ (aD/A;o(TEO!, , ... S,o Offi 38B7 - _ ===t==l===============t~~~~t~~~1~;~~~~~~1Tl;~A=L CHKD BY: BED ~,It' -_K_ • <fr l,iS ~ No """ "'" •m• = -~• ·•~---. """' ,_.,., <NC. N DESCR<PTION Darnell ~~~~~Ro FLooR oArr INITIAL REv1s10 1446 ~~~TC~ 92101 ENGINEER OF WORK rtii)o 233.:_9373 30-0J BY: RH J..M PLANS FOR: "D" TANKS DWG NAME:020714TC-JOE DATE, 6- ... N C .... :E .,:a.G') 9. .s::. ...I, 0 ...I, (,J CJ1 I ~ m \ \ \ \ C1~ \ \ 350' 350' FOR THIS PHASE ONLY TO 3:30 P.M. URS 8:30 A.M. WORK HO NOTE: TO MAINTA1N ACCESS TO CONTRACTOR T ALL TIMES. DRIVEWAYS A LEGEND ~-CONE/DELlNEA TOR ~ BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA SCALE: 1" = 40, 0 40 80 350' WORK AREA PLAMN~ PREPA~ u~ ~ AR"l:lfi:[ C E No. 22336 Bl · GINEER R. · ' 5 DESIGN ~XPIRES 9-30-0 LICENSE . TES INC. e 11 & ASSOCIA LOOR DA TE INITIAL Darn smEEr. THIRD F 1446 rng~r CA 92101 ENGINEER OF WORK S(~~,°~33.'..9373 =-Ol BY: RH JLM DATE· 6-~ owe NAM£:020714TC-31E . OF· THE SUPEflVIStON • DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 350' F CARLSBAD ~ c11rlN~RING DEPARTMENT DISCIPLINE DWG NO TC-31 SHEETS 115 TRoL PLANS FoRo: "o" TANKS TRAFFIC CON PIPELINE T 3 CWRF REACHES 1 & WORK STAGE V S FLAGGERS AVENIDA ENCINAE PLUMMER -7 ~ APPRO --r, ~~ • RES 3/31 VE WILLIAM ~L,-.7 •• • /OS DATE ~/4e;b,.rn k=~ ~ I DRAWING NO. ~PUTY CITY E I PROJECT NO. 403-1 B DWN BY:. BED 38871-A INITIAL CHKD BY._ BED DATE RVWD BY. CITY APPROVAL ... "' 350' 350' HASE ONLY M FOR THIS P TO 3:30 P. · RS 7:00 A.M. WORK HOU NOTE: TO MAINTAIN ACCESS TO CONTRACTOR T ALL TIMES. DRIVEWAYS A LEGEND rc•r,O'NE/DELINEATOR : BARRICADE TYPE Ill .. SIGN TRAFFIC SIGNAL § FLASHING ARROW [;;l BOARD ~ WORK AREA 0 1" = 40' SCALE: 40 80 E SUPER"t1SION OF: PLANS PREP•~•m UNDER™ oO Q io{;o(o? n~ ,() ~· •-DATE ~ A NELL No 22338 BILL G~ ~NGINEER R.~~· 05. DESI SE EXPIRES 9 350' UCEN IATES INC. Darnell ~~~~~Ro FLooR DATE ;1;:~K 1446 ~~T CA 92101 ENGINEER SAN )D 233..'..9373 3 BY: RH J.M (619 DATE· 6-30-0 DWG NAME:020714 TC-32E . DESCRIPTION REVISION 350' ,C18 ' \ OF CARLSBAD, CITY NEERING DEPARTMENT ENGi DISCIPLINE DWG NO TC-32 SHEETS 115 PLANS FOR: "D" TANKS TRAFFIC CONTROL ELINE TO CWRF p~~ACHES 1 & ioRK STAGE VI S FLAGGERS AVENIDA ENCINA~MMER 7-12~tt.1 WILLIAM E. ~ /OS DATE APPROVE -~ PIRES 3/31 411/~INEER'PE28176 EX DRAWING NO. DEPUTY CITY PROJECT NO. 403-18 DWN BY:. RED 38871-A DATE INITIAL CHKD BYy .. RED RVWD B · I ~D;A TE;-;;~IN~ITI~A~L~C~llY~A~P;PR~OV~A=L loTHER APPROVAL C ~ :e en G') 9. -1=:ai, ....0 .... w CJ'1 I ..... m 0 LO ..., I ' I I I . I I ! ) I I I I i I I I I I I l I I I I I I I , I I i I I I / r I I w' I r; . I f 1, I f I I I f I,✓ I '11 !' // I 0 z u <( a.. VJ w z 0 u ,II I/ ,/ I I I I / / I/ I/ I 1,:1 ,II// II .11 /,1 ,, i· I ;1 I/ I 1 11 I I f/ I Ii I I I I l i" I-//JI / ! I ii 'i I ·-..__, ii , I I I I Ii I I Ii 1.i1 .1 l ;' I I # 11 I 1; I ; I I 'I ' J i ,1111/ 11 II /i II I l,1 ! 1 1 ,I I / .· / 1/ 11 I / / / I/ /;1 II 1/1 ! I I! I! l1 I Ii 1 / / I I '/ I / ai II I I I I I 11 1 I 00 ~· .··1 ! I I J l1 II I < 1/ ' I I { , 1 ~ i ! i 1, /u / I I ~ I I 1 I DWG 403-18 77 of 115 I t I ' I JL1 I I I I 1 ' I .01 S3HONI NI 37\f:>6 7\fNIOll:IO w Z O I") ~ LD 5 ::J z I") c.. G I w w~ w u ;;:: u :r: ~ (/) 0 I-en <:) 0 (/) <( I-::.:: (/) i::i z < <( :,.::: CJ::'. i:q~ f-0 [/)W : n;;: ...:I ~ .o ~es 0:: ~ <i!i 0 ~o~_J uo 0 f-::i 0 IS, (/) 0 Ii-. & <l'.lWWV5 0 t::J ~ZI -uV> z 11. _J <( :>-,~ ,_,W<Cz E-t w o O..W-~-0:::0 ..... 0.. z u z w 0 l.l.. '-' O::'. [0 5aa s: ~u V) r---~ CJ::'. ;;: 0 w I-a.. _J 0 <( >--<( CJ::'. w I-z CJ::'. z <:) <( <( _J w (/) w 0 <:) CJ::'. w <( (_) z <( 0 (_) '-... LL -a Io:: y w CJ::'. z LL (/) <( CJ::'. 0 z CJ::'. <:) <( :'So 0 0 <( CJ::'. z (_) ID (/) I-I.LID ;;: w <., I w • I IOO:! ~ • ::::::E . a.. 0 0 I-ti") ti") V, V, 0 w (,) t-(,) <( . >-::::::E z· . _v, _J <( <(W z I-::IE 0 0 z--1- 0 <( w •• ::IE _J V) ........ _J <( o<t: I V) I-I-a.. e::: a:: <( ::::, V) 0 Ov, I->---I (_) <( I t-::.::: <(~ ~~w e::: e::: z> 0 0 Oa:: LL. 3: uo a:: w ·::. ::::. :::, _J [L ::. < ::J _J ;;:: 0 v II : ~ w _J <( u (/) ~~ ;;.: ii;~ a, oo z "'~ ;;:: :r: □ t..) ..J < F ii; j,! < 0 ..J < F ii; j,! < 0 ..J < F ii; I!! < 0 ..J ~ 0 0: .. .. < I= 0 ..J ~ 0 0: .. .. < 0: w ,!: 0 z 0 i= [l_ a: (.) (/) w 0 z 0 (/) > w a: " ~ "-0 0: w w z <5 z w 0 co 0 v 0 C FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. I I I @) I t-i.... ------•~c~i-~-----~ 1-----------! ~ 350' 350' 350' I NOTE: CONTRACTOR TO MAINTAIN VISIBILTIY I OF SIGNALS AT ALL TIMES. SIGNALS @) I PLACED ON FLASHING RED DURING CONSTRUCTION AND STOP SIGNS C18 0 LO ~ I AND STOP AHEAD SIGNS TO BE j: I PLACED PER DETAIL A. R)ir"j i W1TI 3 o· R1 ... , Rlil ~7 Rl" ' ' ' 350' C1 r.rJ. j c., ,f ·--R1 ." I -·~·--------------··-·---------------...L-t . /2 :----.:..: ------·· '---a::: ~· 0 00 <( la··~·· .__-=1=-' ---- C13 C18 0 LO 350' • I Rl T • 111 R1 liW17 Ill R1 0 JL ~ R1 Rl 350' JLW,71 DETAIL A NOT TO SCALE WORK AREA-- • ~ I ~ '-.::,,,_CONE SPACING 40' 350' ~-(( ~C13 \\ \ \ I • I 1EMPORARY NO PARKING 350' '11 0 LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill " SIGN 6 TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA I- I I (!) a::: I l.LI > 0 00 <( w w (/) w z ....J :r: 0 I- <( ~ FLASHING ARROW BOARD 320' ,APER -...:::,-CONE SPACING 40' SCALE: 1" -40' 0 40 80 DISCIPLINE DWG NO TC-34 fsHw7 CITY OF CARLSBAD ~ 1----+---+--------------+---+----+--+----I Ll§_j ENGINEERING DEPARTMENT LJ.lQ_j 1----1----+--------------+---+----+--+----I -------...------------~t----t---t-------------t---t--t--t---1 TRAFFIC CONTROL PLANS FOR: PLANS PREPAREO UNOER THE SUPERVISION OF, 1----+---+--------------+---+----+--+----I CWRF p Ip ELIN E TO "D" TANK s , t', A 11 --1~,../,., REACH ES 1 & 3 ~~~Q~~~~~~--~ 1----1----+--------------+---+----+--+----1 PASEO DEL NORTE FROM STATION 5+54 TO BILL t. biXmilELL DATE Y!!~==~C:!:,A~M~IN~O:::!D'!:':E::::!:!LAc:::S~ON~D~A~S'=======! DESIGN ENGINEER R.C.E. No. 22338 ;cc LICENSE EXPIRES 9-30-05 APPROVED WILLIAM ~~MER 11 1----1----+--------------+---+----+--+----1 DEAA(~1Nfu1 PE 2ef~; Ex~TRITT/31/06 --Z·;A~-0.J Darne & AssocIATEs. INc. J---+---+-------------+---+---+--+----1 1446 FRONT STREET, THIRD FLOOR DWN BY: PROJECT NO. I DRAWING NO. SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY RFfl s19J 233-9373 REVISION DESCRIPTION RVWD BY~ BED 38871-A 403-1B I-O_WG_N-AM-E:-·0-207.>::14.:..::TC'-'-3-IE::::.::..,..::;DA:..:..TE::....: 6-_-30-_0-3~BY-: J-LM----IENGINEER OF WORK OTHER APPROVAL CITY APPROVAL i 0) ~ ~ ;z; ~ < ~ C -:;J, -..I ~ I 01) C) 0 -,,1:::a, = 0 U'I(,,) I .... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. ACCESS TO VICINITY MAP . .. -· ---·,=-.:::-"-'"°'~=--.;:o, .. ,;-,=-.;;;._,.-.=•--.. ··=~--··- -----•---------•------------------------------------1 C18 C12/C20 BIKE) C12 I • I- I I C) a::: w > 0 CD LEGEND <( • CONE/DELINEATOR w w H BARRICADE TYPE Ill (/') ~ SIGN w z H TRAFFIC SIGNAL _J I ~ FLASHING ARROW u BOARD I- <( ~ WORK AREA ::E 200' WORK AREA-- ' 0 LO CONE SPACING 40' 150' Cl) w 2 ;s:;; w ...J 0 40 80 ~ C ...J < :E I ...... CD C) 0 .s:::--..... 0 ..... 01 (,.) I .... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. C12 J5o' 350' 350' LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA WORK AREA I SCALE: 1" -40' 0 40 80 320' ~coNE SP ACING 40' FLASHING ARROW BOARD TAPER PASEO DEL NORTE ,...,-;,.,-· --;:::;,.-~ ,,..,.. -~,.,,------~ '\ <jO' '~ 1,IJ ffl:.l<- ' PLANS PREPARED UNDER THE SUPERVISION Of: ~ ~~le oQ() tc,{~o{o> ~DARNEL DA1E ~EDAA- DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 ,_ 22338 lr ~ 9-30--QO * Darnell & AssocIATEs, INc . .J'-;.Jl CIVIL-;# 1446 FRONT STREET, Tl-llRO FLOOR e OF Cl\.\~ SAN DIEGO, CA 92101 OAlE INITIAL (619) 233-9373 DWG NAME:020714TC-36E I DATE:6-30-03 I BY: JLM ENGINEER OF WORK WORK AREA ... CONE SPACING 40'..:=._._, 0 DISCIPLINE DWG NO TC-36 ~ CITY OF CARLSBAD SHEETS 115 0 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "o" TANKS REACHES 1 & 3 PASEO DEL NORTE FROM SEA GATE ROAD EAST TO ...... STA 12+87.Qn STAr:J:-I ~~~k%, ;LL~g~~~-~:.~ · 2-zz-cn DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DA1E DWN BY: ·11 I PROJECT NO. I DRAWING NO. DAlE INITIAL DATE INITIAL CHKD BY· BED REVISION DESCRIPTION RVWD BY:BED 38871-A 403-18 OTI-IER APPROVAL aTY APPROVAL LEGEND • H CONE/DELINEATOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA llll [, DAIIINELL .. 2Vl38 ... ~ ihX! ~ ,.. :J>. CIVI~ ~,'" OF c~'-' \ PLAHS PREPARED UNDER THE SUPERVISION OF: ~~ .co fti.~LO'J. ~ARiLL DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell & ASsocJATEs. 1Nc. 1446 FRONT S'JREET, THIRD FLOOR SAN DIEGO, CA 92101 (619) 233-9373 OWG NAME:020714TC 37EIDATE:6 30 03 IBY:.LM DATE INITIAL ENGINEER OF WORK 0 U) DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P .M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. 350' SCALE: 1" -40' ' 0 40 80 DISCIPLINE DWG NO TC-37 LfilJ CITY OF CARLSBAD SHEETS 1 ENGINEERING DEPARTMENT 115 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "o" TANKS REACHES 1 & 3 PASEO DEL NORTE AT SEA GATE ROAD STAGE II APPROVED WILLIAM E.~MER 4(:b$.,;.. ,-,; ....,_ ,, .., 7-Z'Z-0.3 DEPUTY CITY ENGINEER PE28176 EXPIRES 3/31/06 DATE DWN BY: " I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: BED RVWD BY:BED 38871-A 403-18 CITY APPROVAL N 00 w J: ~ ~ w ...J ~ C ...J ~ 0:, :E ..... C) a: 0 0 -~ ..... 0 ..... c.n w I ...... m LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill • SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA ASEO DEL NORTE VICINITY MAP ST 150' BUFFER C13 ... C18 • 320' TAPER C18 75' BUFFER 350' PASEO DEL NORTE CONE SPACING 40' SCALE: 1" -40' 350' FLASHING ARROW BOARD 350' 320' TAPER FOR TH IS PHASE ONLY WORK HOURS 9:00 A.M. TO 3:00 P.M. ~~~~ NOTE: CONTRACTOR TO MAINTAIN DRIVEWAYS AT ALL TIMES. ___ FLASHING ARROW ____ _ BOARD CONE SPACING 40' ACCESS TO DISCIPLINE DWG NO TC-38 0 40 80 fsHm7 CITY OF CARLSBAD SHEETS t----t----+-------------+--+--t--+--------l LJg_j ENGINEERING DEPARTMENT 115 ...-------------------.i--l-l ____________ 1 _1 _1 __ 11 ;:;TR:;:AF:::::;;:Fl;:;'.C..'.::;C:::;:O:::::NT::::RO=L=:::;:PLAN;::::::S:;:::;FO:::::R:=· ====:::::...':::===: PLANS •• ,. •• ED UNDER THE sUPER'As,oN o,, t---+----+-------------+--+--+--+--------i cwRF PIPELINE To "o" TANKS ~ r ~ rd3'=>fo-z. REACHES 1 & 3 Ei1'ircoARNELL ,..~ PASEO DEL NORTE AT SEA GATE ROAD STAGE 111 DESIGN ENGINEER R.C.E. No. 22336 LICENSE EXPIRES 9-30-05 APPROVE WILLIA11,_E,,_B4J!MER ~.("'4,-,-, ~· • ..... ,& 7:Z?<P Darnell,. AssocIATEs, rnc. i-----+---+--------------+---+--+--+-----1 DEPUTY c1TY ENGINEER PE 2s11s EXPIRES 3/31/os oATE 14-46 FRONT STREET, lHIRD FLOOR OWN BY: PROJECT NO. SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY RFn (619) 233-9373 REVISION DESCRIPTION . 38871-A ,_D_WG_N_A-ME-,0-207~14~TC-~3-8E~D-ATE_:_6--30---03-B-Y:-JL-M --IENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY· BED I DRAWING NO. 403-1B FLASHING ARROW .. ___, BOARD LEGEND • CONE/DELINEATOR H BARRICADE TYP SIGN ..--,,CONE SPACING 40' FLASHING AR::..:Rc.:::.O.::.W-- BOARD • C18 \ I • PASEO C18 ---) ------/· rl/ .--~\.'--.Lr _ ,✓-- 0 LO VICINITY MAP PL.A.NS PREPARED UNOE'.R THE SUPER'ASION or: __ -_-_-_-------i.-.:~-.;;··/ C13 N:>T IN CONTRACT FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. NOTE: CONTRACTOR TO MAIN DRIVEWAYS AT ALL ""=----=--..:::=.:....,,,__~ -~ SCALE: 1" -40' 40 80 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: DISCIPLINE DWG NO TC-39 CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 ""ii.Jo E.. c::i. • o o 1o(:;,c, I)~ BJt:i'."r.DARNELL DATE t--+--+--------------+----+--+--+----1 DESIGN ENGINEER R.C.E. No. 22338 t---t---t--------------+---+--+---1----l PASEO DEL NORTE AT CAMINO DEL PARQUE STAGE IV LICENSE EXPIRES 9-30-05 ... a:, w ~ -~ ~ ~ ;;J, C z 0, :e 5 ~ C) a ,I:!. ..... 0 ~w I ..I, m FLASHING ARROW BOARD NOTE: CONTRACTOR TO MAINTAIN VISIBILTIY OF SIGNALS AT ALL TIMES. SIGNALS PLACED ON FLASHING RED DURING CONSTRUCTION AND STOP SIGNS AND STOP AHEAD SIGNS TO BE PLACED PER DETAIL A. CONE SPACING 30' \ \ \ \ \ \\ \\\\ I C1~ _ \ ~ 1 C13 _\\ \ \ \~,~~ \ \ ~\ \ - 1 I . 1 \ \ I \ \ \1 \ i 1 14\J \1\\ FIRE IC\ / /y'.--L ... L1r __ L_£\\', R61 (MOD.) STATION 1-;::y ,---i.-"')' ,-------.:R1_ ______ '~ vi. BATIQUITOS DR i I I -~==~~~·-'""I, \ ·--\~"-----,._-___ ----+------------------------i---------:J,'---_-___ -__ /~2£2l/ ~ \ \ --~-y--'1-"t.-,--, ._,, --WORK AREA I ! I ! \ \\ '-. \ \ 1-,·· ' \··-· . --------- =--=-= 1·•=---==-=--.,=------,..-.._ .. ==·'<JV'=-~-:f~---=~=-=..==:::::-~::---~:-j:f{'.t·:=•~-~~=-~=7-====:; -~;;A---___ -__ -__ -_ _..._ ___ C_.3.,_0....,.~_:,_-~~, \ ~ ~~;; .~~ ~.~ ~ ~~, • 17 ~~ M N • SR45 BRIARWOOD DR. 350' i W17 3 ' R1 i R1 17 ---350"'---- ... R1 DETAIL A NOT TO SCALE LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA R1 • R1 ... R1 .a.w11 IO' R61(MOD) .. ,. OILY 350' W17 -------------------·----:----------:~~~~ I· 100' ·I 320' TAPER FOR THIS PHASE ONLY WORK HOURS 8:30A.M. TO 3:30P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. NOTE: CONTRACTOR TO NOTIFY FIRE STATION 1-760-602-4660 CHIEF SCOTT FIVE (5) DAYS PRIOR TO CONSTRUCTION. \ \ ' I \ \ \ PARKING \\\_\ \ \\\, \ \ '.'\\ ~ \\\\ \ ,\\ .... \\\ \1~)7 \ \\ \\ \ \ \ \ \ \ ~ \ \\ ·- FLASHING ARROW BOARD MATCHLINE SEE ABOVE RIGHT SCALE: 1" -40' 0 40 80 • DISCIPLINE DWG NO TC-40 ~ CITY OF CARLSBAD SHEETS l----+---+--------------+----1----1---1----~ L.§±.j ENGINEERING DEPARTMENT 115 ~='--'====:::::::::'::::::::::::::::::::::::::::':=::=::::'....':=:::::::::'. PLANS PREPARED UNDER THE SUPER"1SION OF: ~DA'E~· • o(} (o(~:~0-s l----+----+---------------+----1----1---l----l DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darn ell & ASsocuTEs, rnc.1----+----+---------------+---+--+--l-----1 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INlllAL (619) 233-9373 1-cD-WG-N-AM_E_: 02-07'-"14'-=--'TCc..::-4=0Ec,..D:..:cA TE'-":-6--3-0--03-8-Y:-JL-M --!ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 BATIQUITOS DRIVE FROM POINSETTIA LANE NORTH TO BUITTRCUP ROAD T AGE I APPRO.}'E.Q WILLIAM E ~~ER 44ma«1tr r; ~ ... , ••. ,,... --z,z-z xn DEPUTY CITY ENGINEER ffE2B176 EXPIRES 3/31/06 DATE OWN BY: CHKD BY: .,.BE.,,.D_ RVWD BY· BED PROJECT NO. 38871-A I DRAWING NO. 403-1B Cl) w I ~ z ~ ~ ...J <( ~ 0 C 0) :e ,!:lo G') 0 -~ :::: 0 u, (,) I .... m FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. 200' FLAGGER LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA SCALE: 1" -40' 0 40 80 DISCIPLINE DWG NO TC-41 fsHml CITY OF CARLSBAD SHEETS 1----+---+-------------+---+---+--t----, ~ ENGINEERING DEPARTMENT 115 1----+---+-------------+---+--+--t----, PLANS PREPARED UNDER THE SUPERVISION OF: B~R~ll~ (o'!~OJ I-----+----1--------------+---+--+--+---i DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS , REACHES 1 & 3 BATIQUIT S DRIVE AT BUTTERCUP ROAD STAGE II AP~~AM ~ P~ :!••• +:J -----,<-----"'-"''---""" Darnell"' AssoCIATEs, INc.1----+---1---------------+---+---+--+----1 DEPUTY c1TY ENGINEER PE 2811e ExPIREs 3/31/00 1446 FRONT SlREET, THIRD FLOOR DWN BY: PROJECT NO. DRAWING NO. SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: BED 38871 _ A 403-18 l--~~-=-'c'.:'.(6c:c19,_) 2c::c3,::_,3-.;c93~73:=:--c--=-=-,-=-,,..,..,.---l1 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY· BED DWG NAME:020714TC-41E DATE: 6-30-03 BY: Jl.M ENGINEER OF WORK 0) w ~ ~ ~ C ..J :E <( z 00 ~ t1I C) 0 .,l::a. --0 -t1I ~ I ..... m ' I , LL_ ffi w I w t---- (/) I w I :z: -_J I :c .. ... ----u L .. I-I <( I ~ I \ • \ \ ~-- i:z;:i Cl < ::i::: C18 lfJ. ,~-~c., IT ~ ~--.I'---,-I-< 150' Z 125• 540• --------------------1---+--t---r 5 BUFFER----r--------------------TAPER FLASHING ARROW BOARD I . // I I / /! I I ·~=====------------------------------------ V-;:_,-· ---=--~-~----=-~·--=-~-=---J_'llltf:c-:3~0-~~=--· ,;;.---=-~---~;=;=~===~===~~~r-C30(BIKE_) J/ '-+-= ~~-~~~~=-~--··--12· MIN. 170' 500' CONT PRIOR T MAINTAIN F CONE SPACING 40' R TO INSTALL VIDEO DETECTION MENCING TRAFFIC CONTROL TO CTUATION AT ALL TIMES. HOURS 8:30 A.M. TO 3:30 P.M. OTE: LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill ~ SIGN SEE SHEET TC-TC-64. CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. D TRAFFIC SIGNAL / DIRT DRIVE ; \ I "'•-/ PLANS PREPARED UNDER lliE SUPERVISION OF: NOT IN CONTRACl a CJ ~ FLASHING ARROW BOARD ~ WORK AREA SCALE: 1" -40' 0 40 80 .@ AVIARA PKWY. IW •> •o ICO I<( •w ----------,w I (I') --------------:c-...._------------1 ____________ .., IW ----------------12: 1::J ·"11:c •u ----------... -Ii,-::==============================~.~ PLANS FOR: I I DISCIPLINE DWG NO TC-42 SHEETS 115 INE TO "D" TANKS R S 1 & 3 AVIARA PARKWAY 4" APPROVE ~~A~£ele O q-2 bf;:lr_oJ. c===t==j======================~==~===+===t===~ DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 1-===t==j======================~==~~==+===t===~ --=-=-=-=:-::==c--;c;:-:c=~;=;;c; I-DEPUTY CITY ENGINEER Darnell & ASsocIArEs. me. I-I-__ -_-_ --1--1---_ -_ --J-l_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_tt-, _li _TF __ tt _iNi _m: _..: ii-_ -DI -rn -~ii_-; _iri _iAi 7c1 ~o~WN~s~Y;=, ~E~F~P~R~o~JE~c~r~N~o~. ==" 1446 FRONT STREET, THIRD FLOOR DATE INITIAL DATE INITIAL CHKD BY: ~AF~D~-1 38871-A SAN DIEGO, CA 92101 DATE INITIAL TION RVWD BY: BED (619) 233-9373 REVISION DESCRIP OTHER Af'PROVAL CITY APPROVAL DATE DRAWING NO. 403-1B DWG NAME: 020714TC-42E DA1E: 6-30-03 BY: RN .u; ENGINEER OF WORK "' N 0 C 00 ~ en G) g_~ .... 0 .... (,,) t11 I ...... m I I ' , C9A'Ji' I I 200' , 200' . I I I ~18 I FOR MONDAY-WEDNESDAY & FRIDAY WORK HOURS 8:45 A.M. TO 2:00 P.M. FOR THURSDAY WORK HOURS 8:45 A.M. TO 1 :00 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. LEGEND • CONE/DELINEA TOR H BARRICADE TYPE Ill ~ SIGN r FLAGGING § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA I • I ' 200' STAGE I SCALE: 1" -40' ' 0 40 80 '\ -------- - 1((~9~ J1 -'- -- 0 ~ ·~o I ,----,_ \\\_._ N \ --\\\ C1 8 I I I\\ HAW' riHORNE ·~ -· /~---0 '-0 \\ : N ~~9A - - r 0 " ·~o 11 II N 11~18 - AVE. _._ C18 _._ C18 [sHm7 CITY OF CARLSBAD DISCIPLINE DWG NO TC-43 SHEETS 115 TRAFFIC CONTROL PLANS FOR: f==~t==±====================j;==~===r==~~=-~ CWRF Pl PELIN E TO "D" TANKS --------,r.P~c,::NS~P=REP:':'••=•o::":u-:::::No:;,R;-;TH;:;E-:;SU;:PE~R";;s,;;;ON~o;",, --, R [AC H ES 1 & 3 :i, .0 Q ~ C::>c:. ,Q() ID('3of D'!;, CAMINO DE LAS ONDAS AT ALDERWOOD DRIVE STAGE I & II t~~~l~-=-=-=i~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=it-=--=--=-+=-=--=-1-=-=-=~t~~~ l_§lj ENGINEERING DEPARTMENT BILL E. DARNELL ~ [[~~~l~-=-=-=i~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=--=it=-=-=-1=-=-=-1=-=-==t==~ APPROVE 'MLLIAM E. PJ.Uli4MJ:R ~ '7 _ DESIGN ENGINEER R.C.E. No. 22338 ~./4«,-;, -?::'~•rs C?k:'. L •Al LICENSE EXPIRES 9-30-05 DEPUTY CITY ENGINEER""pf~EXPIRES 3/31/06 DATE I DWN BY: "" I PROJECT NO. I DRA'MNG NO. CHKD BY: BED 38871-A 403-1B RVWD BY: BED Darnell & ASSOCIATES, INC. c==i==-~f-------------h,.m~riw:lin=t~:d 1446 FRONT STREET, THIRD FLOOR , _::D:::,:ATE::_i_::,IN:c:.lllc.:::AL:+--"'-DA_TE~_INI_TIA7L DA TE INITIAL >- SAN DIEGO, CA 92101 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1 =,-,;-;-c=;,;;¼(61,;,9):.i2~33;;.9~3;-°'73.=,;n::;;,i7,;v,:j''41ENGINEER OF WORK 'liwc NAME,Q2071HC 4JE DATE, 6 30 03 IBY,,l;M " C o,:E ..... G) 0 -.,:::.. := 0 01 c,.) I _. m LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill Iii SIGN r FLAGGING § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD FOR MONDAY-WEDNESDAY & FRIDAY WORK HOURS 8:45 A.M. TO 2:00 P.M. FOR THURSDAY WORK HOURS 8:45 A.M. TO 1 :00 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. SCALE: 0 NOTE: CONTRACTOR TO MAINTAIN 200' 4' MINIMUM FOR PEDESTRIANS 200' ' "~ HAWTHORNE C13 ... !! AVE/ SR45 1" -40' 40 80 // II C36W .. "' I // N DISCIPLINE DWG NO TC-44 ffi [sHEEil CITY OF CARLSBAD SHEETS :c ~====~===~==========================1====:===1====:==~ l__filLJ ENGINEERING DEPARTMENT 115 ~ r-------,-:7.::;-::,:;;-;;;:;;;;:;;-:;;:;~;,;;::;;;;;;:;"'.;;'.'""---t==1==t==============t===t==t===t=j TRAFFIC CONTROL PLANS FOR: Z_ CWRF PIPELINE To "D" TANKS PLANS PREPARED UNDER THE SUPERVISION OF: W ~~. ,j) E:..G't,.-_ ,o/j b(?.O/D..._ REACHES 1 & 3 ...J a'ftf roARN~ DATE CAMINO DE .LAS ONDAS AT BATIQUITOS DRIVE STAGE I (3 eu. ._ DAONElL DESIGN ENGINEER R.C.E. No. 22338 1----+---+---------~-----+---+---+--+---l (/) LICENSE EXPIRES 9-30-05 APPROVE!r WILLIAM E. £;)..U¥~ER .. 22JJ8 4('//<,;.,;, r, ~,. ...... = 7•%7-Y8 ...J • .._ •-;,o--•• * D 11 DEPUTY CITY ENGINEER ~£26176 EXPIRES 3/31106 DATE ~ .,:,. CIVIL " arne & ASSOCIATES, INC.1----+---+---------------+---+---+--+---l "" c<'' SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: c.6EJ.1.P_ C, ~ WORK AREA "~e "-----'.',<!ll 1446 FRONT STREET, TI-ilRD FLOOR DWN BY: " I PROJECT NO. I DRAWING NO. • =-=-c===1"(6'='°19L) 2:::;373-,.:;:93:;:..73::..,...,~,,,.-,r=-=--1 REVISION DESCRIPTION RVWD BY: BED 38871-A 403-1 B -L ____________________________________________________ ::-:-=-=-=-=-=-=-=-=-=-=-=-=""=nWG=NA=M=E:0=20=71=4TC=-=44E~:l=DA=TE::, =6=3=0=0=3 ='=BY=, J=UM=~E=NG=IN=EER=OF=WO=RK~============:::::=OTI-i=E=R=A=PP::RO=V=AL~C=ITY=AP=PR=O=VA::L ~=================~ ~ • m C18 LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill Iii SIGN r FLAGGING H TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA ilil C9A 200' 200' FOR MONDAY-WEDNESDAY & FRIDAY WORK HOURS 8:45 A.M. TO 2:00 P.M. FOR THURSDAY WORK HOURS 8:45 A.M. TO 1 :00 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. SR45jll • • • • CAMINO 1 oo' .___ FLAGG ER HAWTHORNE AVE. SR45 C13, I z :a: CS! ~ ~ 1 ' .,,-· ~// • ~ Q rn . 0 0 lJ') E-s -~ a -E-s } ! =-·-----"' SR45 ~ o::l . 0 0 N FLAGGER C36, ' l \, 0 l -0 0 N ! BOTTLE BRUSH WY. II C9x,,.-;:r ~ i LI '\ I '\ ; l . I/ 0 I R I/ PLANS PREPARED UNDER THE SUPER\IISION OF: FLAGGER SCALE: 1" -40' ~ &i Uc ,f)j) ~~ 0 40 80 Bl~A-fLL DA ~LDMNlli DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 ... 22338 .._ i-30-05 /-. • Darnell & AssocIArEs, rnc. iJ). CIVIL# "'",-1446 FRONT STREET, THIRD FLOOR CF ca.L\ ~ SAN DIEGO, CA 92101 DATE INITIAL (619) 233-9373 >WG NAME:020714TC-45EIDATE: 6-30-03 I BY: JLl.t ENGINEER OF WORK 200' C36 C13 Iii DATE INITIAL DATE INITIAL REVISION DESCRIPTION O'IHER APPROVAL CITY APPROVAL DISCIPLINE DWG NO TC-45 ~ CITY OF CARLSBAD SHEETS 115 9 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO ~, D" TANKS REACHES 1 & 3 CAMINO DE LAS ONDAS AT BATIQUITOS DRIVE STAGE II A~,M:~~~IA~E. ~R .. 1 •• ._ rz-z..,,,, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE I I DRAWING NO. OWN BY: .. PROJECT NO. CHKD BY:BED 38871-A RVWD BY:BED 403-1B .. N C 0) :e CD C') 9.~ ..... 0 ..... (,.) (11 I ... m \ \ \ \ \ \ \ ____ L-,.....~\-l ... \ \ \ I \ . \--500' LEGEND • H CONE/DELINEATOR BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA NOTE: CONTRACTOR TO INSTALL VIDEO DETECTION PRIOR TO COMMENCING TRAFFIC CONTROL TO MAINTAIN FULL ACTUATION AT ALL TIMES. SEE SHEET TC-63 & TC-64. ii: ~II 0 z .....;i ~ 0 ,,---WORK AREA 150' BUFFER 540' TAPER 500' FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. I ~BIKE)-----==~==~--------------J~ --__J ------t~ --~----·-uJ ------------I(/) ----w ----:z ---· ----------------1:J -.. --------·· ::c -·---------------_;:_-;,,.---··· --------18 -------:::.----=----==-------. ,~ -------"" ---FLASHING ARROW BOARD CONE SPACING 45' I "' ~ ~ ~ ~ ~ C (0 :E 0 G) 0 -.r:::-...a. ...a. 0 CJ1 w I ..... m ON C1 8 ~\ f 1, 1 \ \ \ I -+----___w____J_---4 C20(L 540' TAPER R60A ONE SPACING 45' s 350' ---'--.w._~ I --"'----LL' j_ 350' 20 LT ~ '+' I C 0 I 1 R1 ,: 1 B I I I I !' 49 WORK AREA 150' BUFFER I SCALE: 0 /c I 40' 40 80 LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill SIGN TRAFFIC SIGNAL FLASHING ARROW BOARD WORK AREA FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M . 500' • I ,@ 54~ ~ TAPER I 5 POINSETTIA LN · --------------=====---===-==-=-:=-!: C30(BIKEL . . ---------------.----------·-.. ·-·-·----------1 ~ -·-----·--·· ----------------1~ ---_J ---------.. ·---,?; -----------....., ---------------· ----------·--=----~ -----_::.:.-;;;r-:__ _________ ---· --,~ ----------==-----~-------------......,.,..---~ __ , _____ __ FLASHING ARROW BOARD CONE SPACING 45' I DISCIPLINE DWG NO TC-47 SHEETS f"SHEE1l CITY . OF CARLSBAD ~===~===~=========================1====t===t===:t==j LQl_j ENGINEERING DEPARTMENT 115 r------pc~;,:;;;-;;;,;-;;-;;,;;;-;;;;;---,==+==+=============t==t==t==:j==:j TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER THE SUPER"1SION or, CWRF PIPELINE TO "o" TANKS BILMAfFi~ b(~:,o3, r---t---t--------------+--f---f----1----1 REACHES 1 & 3 200' DESIGN ENGINEER R.C.E. No. 22338 POINSETTIA LANE AT PASEO DEL NORTE PHASE II LICENSE EXPIRES 9-30-05 r---t---i-------------+--+--+--+----1 di,~~~.,-::!,q'-4~ ...... """"~~7-zz ·<U Darnell & AssocIATEs, INC. E 2a11s ExP1REs 3/31/os □ATE 1446 FRONT STREET, THIRD FLOOR DATE INITIAL SAN DIEGO, CA 92101 (619) 233-9373 DWG NAME: 0207HTC-47E DA TE, 6-30-03 BY: RH JLM ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY: ,.,.BE-¥0- RVWD BY: PROJECT NO\ 38871-A DRAWING NO. 403-1B .. ; ~ ~ w .J <( M C .J I co :e ..... G') !?.. ,l:a, ..... o ~u) I ..... m r.:l ~ i::i::: 0 z ..:l r.:l A 0 r.:l U) < 0.. 250' --,- \\ ---· ro-ii --or .. ~---;i:,-► ;:o(/) o::r: --~-· -- 250' z ~ G) ► ;:u ----ol ;:u ---------0 v,I ::: 0 C1' ----CIJ' -----·--, ;,;:; r, .._, -----! I I --•'" ---~ I I ----~---I I ---L J® MATCHLINE SEE ABOVE LEFT +;;;;.~ 90' C 0(LT) 90' C O(L T) SCALE: 1" -40' 0 40 80 LEGEND • CONE/DELINEATOR H BARRICADE TYPE Ill II SIGN § TRAFFIC SIGNAL ~ FLASHING ARROW BOARD ~ WORK AREA • FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES . DISCIPLINE DWG NO TC-48 [sHEfil CITY OF CARLSBAD SHEETS '-1-===i===i========================⇒====~==~~===t====i l2I_j ENGINEERING DEPARTMENT 115 TRAFFIC CONTROL PLANS FOR: r-------.-=-::::~-:::::-::;:-:;:;-:;;;;:;;;;;;;;;-;;;---t~=-=_=_tJ-=-=_~+=-=_=_=_=_=_=_=_=_=_=_=_=~-=-=_=_=~-=-=_tt-=-=~J-=_=_t1=_=_=-f-=-==i, CWRF Pl PELIN E TO "D" TANKS ~:;;~ ~:~~soN OF~tiT~ > ~===i===i========================⇒====~==1~===t====1 POINSETTIA ~~t';~~;SE~ ~L ~ORTE PHASE Ill DESIGN ENGINEER R.C.E. No. 22338 lt-_-1--1------------+---t--T-I-I APPRO~ WILLIAM E~MMER LICENSE EXPIRES 9-3D-05 1-t----+----t-------------t--l-l_l_l U/:'¼t-, 7'";~.."t 2-2-21=: 7:zz~,q'I DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE Darnell & AssocIATEs, 1Nc.'-1-===i===i========================1:::;;;~~;;1t;;;=t;;~~ DWN BY: PROJECT No. I DRAWING No. 1446 FRONT STREET, 'THIRD FLOOR DATE INITIAL DATE INITIAL CHKD BY RFn 403 18 SAN DIEGO, CA 92101 DATE INITIAL -38871-A - (619) 233-9373 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY· BED DWG NAME: 020714TC-48E DA TE: 6-30-03 BY: RH JLM .. "' LEGEND CONE/DELINEATOR ~ BARRICADE TYPE Ill SIGN jll TRAFFIC SIGNAL FLASHING ARROW 181 BOARD ~ WORK AREA PHASE II 200· NOTE: NSTALL VIDEO CONTROL TO CONTRACTORoJSE~CING TtAifI~LL TIMES. PRli~Ai~ FCULL ACT~AT~g-~~4·;~~~~~~JN~~=~=~ J~L MAI SHEET TC-63 SEE FOR THIS PHASE ONLY TO 3:30 P.M. URS 8:30 A.M. WORK HO DETECTION SCALE: 0 40. 1" = 40 80 E SUPER\IISION OF: PLANS PREPARED 0~ TH A n lo( 30/tr> .--::2' A " C ~ DA TE ~ Ait;/tLL No 22338 BILL ~ ~NGINEER R.~. 05. DESIG E EXPIRES 9 LICENS TES INC. 11 ASSOClA ' TE INITIAL Darne :REET, THIRD FLooR DA 1446 FRONT CA 921 01 ENGINEER OF WORK SA~)Dffi".:9373 03 BY: RH JLM (61 DATE:6-30-DWG NAME: 020714TC-49E CJ{y I FLAGGER REVISION DESCRIPTION NOTE: 0 MAINTAIN A AT , CONTRACTiiNTSTRUCTIOf0 ~~E THROUGH S FLAGGE RS ALLO TIMEEQUIPPED. ACCESS RADI PHASE III WORK AREA DA TE INITIAL OTHER APPROVAL SUMAC LN. DISCIPLINE DWG NO TC-49 SHEETS OF CARLSBAD 115 fsHm7 CITY NEERING DEPARTMENT LJLl_j ENGi NTROL PLANs FOR: "o" TANKS TRAFFIC co PIPELINE TO 3 CWRF REACHES 1 PtASES I & II DEL NORTE PASEO UMMER 7. '22 •,23 RQVED 'MLLIAM ~.!J,. ••1:2:• , 3/31/06 DATE ~~o~ ;,,t,';'r,, ,ITT,~ I °''"" "° DEPUTY CITY PROJECT NO. -403-1 8 DWN BY: . BED I 38871-A DATE INITIAL CHKD BYy .. BED . RVWD B · CITY APPROVAL ... FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill ~ FLAGGER ~ SIGN ~ WORK AREA FLAGGE • PHASE I NO PARKING NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS TYPICAL MID-BLOCK WORK AREA NOT TO SCALE SEA GATE ROAD PHASE I: BEACH CREST COURT TO WINDDRIFT DRIVE PLANS PREPARED UNOCR THE SUPERVISION Of: ~~t~.~~ h ( ~ o;::, DATE ~ DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 ... 22J3" Elt, 9-30 D5 .,. ,t Darnell & AssoCIATEs, me. ~ CIVIL~ "' 1446 f'RONT STREET, THIRD f'LOOR e OF """'='~ SAN DIEGO, CA 92101 DATE INITIAL (619) 233-9373 DWG NAME:020714TC 50E I DATE: 6 30 03 I BY: J..M/SN ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DISCIPLINE DWG NO TC-50 CTr] CITY OF CARLSBAD SHEETS 115 4 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "o" TANKS REACHES 1 & 3 ~ BEACH CREST COURT TO STA. 3+59.85 APPRO~D WILLIAM ~MMER 4-1'/d /4e: -. ,,.-; .. ' "I = 2zz~a:1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE DWN BY: " " , I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: BED 38871-A RV\./D BY, BED 403-18 CITY APPROVAL .. C co ::e ~ G') 9. .i::ii, .... o .... w CJ1 I ~ DJ LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA / F~--------"::..-::_7:z..-:...:-..;:. _ -· -~-- -------------------------- 1· ----~ 1-·-~·-··· i--,,--: ' ·---. --/\ ' ' ' ' ' 200' -)(-- CAMINO DE LAS ONDAS NOTE: CONTRACTOR SHALL COORDINATE WITH HOME OWNERS ASSOCIATION AND CMWD FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION. CONTACT GAIL JONES (CMWD) AT (760) 438-2722 X 7134. ,1' \.J..I 200' 200· \ FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. DISCIPLINE DWG NO TC-51 SHEETS ~ CITY OF CARLSBAD ~====!===j~===========================t====t====1=====t===j ~ ENGINEERING DEPARTMENT 115 PLANS PREPARED UNDER THE SUPERVISION OF: ~ ~-oOe hf~t,3 B~DA DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell" AssocIATEs, mc.1----+---i---------------1---+--+---+---1 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INITIAL (619) 233-9373 DATE INITIAL DA TE INITIAL DWG NAME:020714TC-51E I DATE: 6 :lO 03 I BY: ..t.M/SN ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 GATE CLOSURE WORK AREA APPROVED WILLIAM E.,....P_LUMMER ak'z/,,,.,;, -r: 1::--?-/4 , n -> • 2 z -z -o DEPUTY CITY ENGINEER' PE 28176 EXPIRES 3/31/06 DATE DWN BY: " .. , ll I PROJECT NO. I DRAWING NO. CHKD BY: RFD 38871-A · 403-18 RV\./D BY: BED --- - [Q 0 C co :e CTI C) 9. ..... ..... CTI .,:::.. 0 (,) I ... m LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill FLAGGER SIGN WORK AREA --~---·~---,,,., ----~ / ,.....-=-·' -~ FLAGGER DE LAS ONDAS FLAGGER '' J ~"?'., \_; c\l"' . .. NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS -PHASE II NOTE: C'~ ""' . ~. 9"t ":; ~\, (:J- " ,j ,, .,,,,. \I ~-~ ·, \ '-;. . ,, ,, \, ,? "'' '"'o ,, \\"' \ \, ) \' FLAG GER----._ / /~ >r..,<½, ~s~ G~ ~<l, ~\) 1>-IY' > . ~\\.... c,'~ . ' FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS \ <, ~\)~ ,/ ' ' ' ' ' ' ' . ' c; ' • ' 'c' . . ' \ ' PHASE PHASE PHASE TYPICAL MID-BLOCK WORK AREA NOT TO SCALE HARBOR POINT ROAD I: SKYSAIL AVE TO WINDDRIFT DRIVE II: WINDDRIFT DRIVE TO WINDCREST DR Ill: WINDCREST DR TO BLUEWATER RD fSHm7 CITY OF CARLSBAD t----t-----t--------------1----+--+--+---I lJt§_J ENGINEERING DEPARTMENT t----+-----+--------------1----+--+--+---I DISCIPLINE OWG NO TC-52 SHEETS 115 r-------r,;;;;,;;;::::;;;--::;-;;;;-;;;;;-,;;;----,==~==t==============t=j==t=t=j TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE To "D" TANKS PLANS PREPARED UNDER THE SUPERVlSICl,I OF: s~A~J:~,~~4 ~{;~~:? 1---+--+---------------+---+---+--+--j HARBOR POINT ~~~~~o~5sTL 3~oo 3 To STA. 10+38.97 DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 APPROVE WILLIAM J:. P~F;R ✓L~2/4ri.... 0 ;.t:::1:(i::;••••• •1 < 2:rl•IJ-' Darnell" AssocIArEs, INc. 1---+---+--------------+---+---1----1-----..j DEPUTY c1TY ENOINEER PE 28176 EXPIRES 313110a DATE I DRAWING NO. 403-1B 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL (619) 233-9373 DWG NAME:020714TC-52E DATE: 6-30-03 BY: JLM SN ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: BED RVw'D BY, BED PROJECT NO. 38871-A ... C ~ :e 0 G') -.s:i. ::: 0 <II c,.) I ..... m NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS LEGEND • CONE/DELINEA TOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA PHASE II FLAGGER NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS PHASE I FOR THIS PHASE ONLY NOTE: WORK HOURS 8:30 A.M. TO 3:30 P.M. FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS PHASE TYPICAL MID-BLOCK WORK AREA NOT TO SCALE HARBOR POINT ROAD \ NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. DISCIPLINE DWG NO TC-53 1------+--+-----------t----r---i-----y----i ~ CITY OF CARLSBAD L1ZJ ENGINEERING DEPARTMENT SHEETS 115 PLANS PREPARED UNDER lliE SUPERVISION OF: -R--LQ ,,G; -k= qQQ BILL E. DANELL C:>(?€[t!,> l---+--1-----------1--r--r---r-7 DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell & ASsocIATEs. 1Nc. 1446 FRONT SlREET, THIRD FLOOR l---==-+=.,,..--1--------------t-;D;.-ATE~tiNi1N1ii11A;:j°LTiiiDArnTE7j-;1NITTITIWALL! SAN DIEGO, CA 92101 DATE INITIAL (619) 233-9373 ENGINEER OF WORK DWG NAME:020714TC-5JE DA TE: 6-30-03 BY: .LM SN REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 HARBOR POINT ROAD FROM STA. 10+38.97 TO STA. 20+69.81 APPROVE WILLIAM E. _l;l.U..MMER -#k-i'?ez; Z:::: ~< er,-" 2-zz .4:, DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE DWN BY: CHKD BY: RFD RVw'D BY• RFD PROJECT NO. 38871-A I DRAWING NO. 403-1B 0 0) w J: 0 z -;;e;; w ...I <( ~ C ...I <( =E z a CD -... G) a: 0 2. .,::.. ..... 0 ..... (J1 (,.) I _., m WORK AREA // =·--·=-~-;;,:.; i--1 -~,----I 500' LEGEND • CONE/DELINEATOR C13 H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA • I I FLAGGER NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. ♦ ♦ . __ _,,----===~--=-~-~~----~-~-~~-----..... ----...... ------~-(""'' ... -,:.,·-==-=--=s=-~.o=c.c.===-4'...XC-"--'"""'" ---..... -------= .. ··-~-.,_,,----... ~=--·-~"""----=~---~~---=~~~~-~~-~~-~,~---=---==f --·- PASEO DEL NORTE NOTE: CONTRACTOR SHALL COORDINATE WITH HOME OWNERS ASSOCIATION AND CMWD FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION. CONTACT GAIL JONES (CMWD) AT (760) 438-2722 X 7134 . ' 0 SCALE: 1" -40' 40 80 I • PLANS PREPARED UNDER THE SUPERVISION CF: I DISCIPLINE DWG NO TC-54 [sHml CITY OF CARLSBAD SHEETS 1----+--+-------------+---+---t--t----; L_filLJ ENGINEERING DEPARTMENT 11 5 1----+--+-------------+---+---t--t----; 1----+---+-------------+---+---1---r---; TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS ~~ (),.. ,.l[) ~{ 3c/d> 1------1---+-----------+---+--+---t----t REACHES 1 & 3 BILL E. DARNELL DATE ~~~G~A,!,!TE~C~LO~S~U~R~E ~W~O~R~K:::fA~R:!cE~A:::!:P::!::H~A~SE~I == DESIGN ENGINEER R.C.E. No. 22338 ;,, LICENSE EXPIRES 9-30-05 l----+--+--------------+---+----t---t---------1 APPRQVED WILLIAM E. PLUMMER d(4':!4e.::. 1:::-~ .. L-1 7: Z-Z•t?~ Darnell & AssocrATEs, INc. DEPUTY c1TY ENGINEER PE 2a1r6 ExP1REs 3131105 1446 FRONT STREET, THIRD FLOOR DWN BY: .II ''1 " I PROJECT NO. I DRAWING NO. SAN DIEGO, CA 92101 DATE INITIAL DATE INITIAL .DATE INITIAL CHKD BY: BED 38871 _A 403_1 B (619) 233-9373 REVISION DESCRIPTION RVWD BY: BED . DWG NAME:020714TC-S4E I DATE: 6 30 03 I BY: JLM/SN ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DATE "' N U'J ~ ~ ~ w ...I <( @ C -:;}_ U) :E ~ ~ 0) G) 0 0 ~ -... 0 ... ~ (J1 I ..... m C18 FLAGGER --_J~---i 500' C13 LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA r " "' ➔ 0 0 C18 ~ 1-f z c;-'.) ' trj . ·~ I> ! < ! • WORK AREA NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS TEMPORARY NO PARKING 150' BUFFER -14' MIN. PASEO DEL NORTE NOTE: CONTRACTOR SHALL COORDINATE WITH HOME OWNERS ASSOCIATION AND CMWD FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION. CONTACT GAIL JONES (CMWD) AT (760) 438-2722 X 7134. 0 320' TAPER SCALE: 1" -40' 40 80 FLASHING ARROW BOARD C30(BIKE) C13 fJlll f, D-"'N[LL .. 22338 .. EJp. 1::30-0!5 ,t .,.~ CIVIL~ ar ,.._,,~ 350' 150' ~ • PLANS PREPARED UNDER lHE SUPERVISION Of: ~rD~ ~~ "{~{'D:!> fr?AR~ DAlE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell & ASsoc1ATEs, 1Nc • 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DATE INITIAL (619) 233-9373 DWG NAME:020714TC 55E I DATE: 6 30 03 I BY: JLM/SN ENGINEER OF WORK I 350' 150' I 1c18 -... ! DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. 350' ··==~="----, .. ;· C18 CITY OF CARLSBAD ~ 9 ENGINEERING DEPARTMENT TRAFFIC CONTROL PLANS FOR: DISCIPLINE DWG NO TC-55 SHEETS 115 CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 ---GATE CLOSURE WORK AREA PHASE II APPROVED WILLIAM ~MER <tl#«-L-Z:::. ., •• ...,___ 7--Z-Z· DEP TY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE PROJECT NO. INITIAL CHKD BY: BED CITY APPROVAL OWN BY: .II /~ I RVWD BY: BED I 38871-A I DRAWING NO. 403-1B . , ... Cl) w J: 0 ~ z w ...J <( 0 C1J C ...J <( :e ~ U) U) C) 0 0 --1=:ii, .... 0 .... (Tl CA) I ..... m • OJ rr, r 0 :i:: r rr, .,, -I TEMPORARY NO PARKING (BOTH SIDES) I • I • ~C18 -__ I . BILL E. DARNELL ._ 2.2338 -Ir .. • 30-00 1,. "'> CIVI~-.. ~,-...--: 0, ,.._,_, ~ 1/ / PLANS PREPARED UNOER lHE SUPERVISION OF: - --I -----=--=---=-=========·===-=--=--t-= --/ CONE SPACING 40'- SCALE: 1" -40' 0 40 80 FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill FLAGGER SIGN WORK AREA I I _jJ -- / ■ I DISCIPLINE DWG NO TC-56 SHEETS fSHEE7l CITY OF CARLSBAD 1----1---+--------------+---+--+---1--~ LlQQ_J ENGINEERING DEPARTMENT t----+---+---------------+----+---+---1-------i 115 TRAFFIC CONTROL PLANS FOR: CWRF PIPELINE TO "D" TANKS ~DA~·•°-~ f4('JC{o> t----+---+--------------+--1-----<l-----1-------i DATE REACHES 1 & 3 PASEO DEL NORTE FROM STA. 22+74.84 TO STA. 23+13.89 DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell" ASsocIATEs, mc. t----+---+---------------+----+---+---1-------1 1 +46 FRONT STREET, TI-IIRD FLOOR DATE INITIAL SAN DIEGO, CA 92101 (619) 233-9373 DWG NAME:020714TC-56E I DATE: 6 30 03 I BY: JLM/SN ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL -- Ad,/~IA~-~:., •• ,-= 7 _zz,cn DEPUTY CITY ENGINEER PE8IT6 EXPIRES 3/31/06 DATE DWN BY: " CHKD BY: BED RVWD BY: BED PROJECT NO. 38871-A I DRAWING NO. 403-1B ... I TEMPORARY NO PARKING (BOTH NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL -DE -SAC'S AT ALL TIMES. FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. 1 l\ 1 ; I I \ \\ \\ '<:~ .. a;;~" /,;· : ~ I \\~ \ \ \11~\~ I\ ~I·, ; ,, 350' I ~ \ \\ 1 \ \ CONE SPACING 40' i I l , --. I , \ \ \ \ \» \ \ ~ \ \ . . ,/ 1----~ )---•;; \, lf-,------------J\\,-------------1-1' I : ~ ) )\,}GJ'+t-' ,~ _ .. _ :~-: t:~ ·::::; t:'.:'.:'.:'.:p:'.:'.A:'.~'.:E:'.O'.::'.D'.:'.:E'.:L:'.:'.N:'.O:'.R'.::'.T'.:~'.:--·-=······-~-==::===::====·_·=· .. =:_-;_-___,,\-="c=,s;:·==~="""";,(;"-:==:_;;-==:_;;-==:_;;_::::~_::--_-= ___ =_==:_:==~-==:_~~=:_::..:::=:_:::_--:..::_~,_ ... ~_-~~·--~~~·;• " \~,::-~-~--~-.-_~---_-.:..-~_:.-:_:.--__ ..,··,-=---:::::::::~~p~-~=-S=:_E= __ ?=-~.::=-D::=E_=_L'.:'.:N:'0-:.R-:_-T'.:_~E_~_= ___ ··=_-:_··:::::'.:'.:'.=-_--=-_-·=-_··-=:_=:=_-:::_·-=-::::::-·-::::-::::=.=:::~~~-~~~~-::_:~~~~~-~~--=": ~ -~/ \ \ \~ // / __ 7 =--~C~30"~0·~--•---_--~--=-~--9.Q _____ .. ~~----~~ -2\ ·=· ~---=~~"T...._==;_,,ll"'-==•=-=-·=-•=•=--=~==--=-=~-----· ===============----------=~------_-_. --··--·--=·-----=-----~--------·-------..... -------~----~-~------7.d ~ \ \ \ ~ _ .~ --~ a~;~; =-. _ __ _ _ _ ___ --_-__ -_=_··-__ ._~_W_S_S--';_··_· --·-- 1 __ _ __T2,1 MIN . .....=-·_-ISR45 ___ ~ SR45 ""~-;G'.~.-:-_-=-_-~•_·=_~~-""--_-=-_--~--C"!-,_,.,""·_-=_= ___ "" __ -""-_-,.._•.,_~--~,t:'~.----~=-·""'--_'""""e __ ~. __ ;;·c.._--_--_=_=_-__ -_____ -_-__ --------·-=----_-=--~~::~:-~~==---~------~===·_--=,· ==~·:~_-_-_-_--------------·=-=-·,~-=-=~~-: ~ \ 1 1 c -----~2Gfe E;: • , -1C~::,,: ~-.::::,..-----------------------~ ~ ; 5 _. '!!II •c~o(BIKE) 3 2Q, · -"' loo' •R1s-2: 150 , e1s-2, ' ~~ ··· c;13 -· · · TAPER I BUFFER C9A/C36 -.J ~~, ~ M I I\. '\1'\. ~ ;,;: s::: l"'\."-1'\. -z ,J 1 I\ \ \. \ \ \ I 1 \\ I ~ WORK AREA--ll-.....i;,..::.C'<'"'" z CJ '.is ,1 ® I \ I I\\ tJ.j F~~i~NG ARROW ;N_ ~:: ~ ~ ! I, 1 \\ 1 ~ s: ~•~ ~ :i! z • ,_,. FLAGGER\ l ~~ > ~ o 150' 1~· 150' CARNATION DR. ) \ ~~ \ \I JLJ JI I JL(_ L \\ -~\ __ j\J~-~--~9~ .. _ _EL_ =~ \\JLJLJLJ-JLU~_\\)LJ~j 1 r ~: ~-d~ \r L)-. ~ icSs-=---~ -' ~ 1 ' • ---~ 1 SR4S" ~O' ~SR45 , , ===,;;_C-1_8 -C9_A. C3§_ SR45; S? fsR45-----;J, 'f11 .,.,,....----., .. = -~ ,.-~_:: -·;_,71\il\17ri11·1~·~\ it(" , __ J ~ ~- ' ' ' ' ' • ----1 9A/C36'"""' O I ' I ·-.. I ' I Z t-' 100' 1 oo· 1 oo' FLAGGER ~ t-t TEMPORARY NO PARKING ~ frl f--1 ______ __!_!,=---:7:(B~O=TH~Sl'=":DE:2-,,S~) ='-"'--~~--------g,.;_-----1 ~ ~ • SCALE: 1" -40' n ~ • 0 40 80 fSHm7 CITY OF CARLSBAD ~===~===~;:::=.========================t===1===1====t==j LlQl_j ENGINEERING DEPARTMENT DISCIPLINE DWG NO TC-57 SHEETS 115 r------,-;:;:;;,:-;;;:;:;;;';;,;";;;";m;;;;;-;:----t=~~=~============t==t=t:==±=j TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UNDER ll<E SUPER..,SION OF; CWRF PIPELINE TO "D" TANKS ~.~ n c. ('\ -11/J b~ REACHES 1 & 3 oEklG~ ~~8:NE~~ R.C.E. No. 22338 DA l---+--+-------------1---+--+--+---l GINGER AVENUE FROM STA. 23+13.89 TO STA. 25+04.80 LICENSE EXPIRES 9-30-05 APPROVED" WILLIAM Eyly~MER c.U«~ -?, ~--=-'= -Z· tt. OJ Darnell & AssocIATEs, iNc.1---+-+-------------1---+--+--+---l DEPUTY c,Tv ENGINEER PE 2a176 EXPIRES 3131106 DATE ~!t6 61~~.T lZRJ':\Jo1 THIRD FLOOR DATE INITIAL DATE IN111AL DATE INITIAL DWN BY: " SEil i PROJECT NO. I DRAWING NO. (619) 233-9373 REVISION DESCRIPTION CHKD BY: BED 38871-A 403-18 DWG NAME:0207HTC-57E IDATE: 6 30 03 BY: JLMISN ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BED . -- - --- t_g Cl) ~ ~ ~ ~ ~ ..J C < z :e ~ .... 0 C) 0 .... o,i:. :o .... (,,) c.n I ...I, m LEGEND • CONE/DELINE A TOR H BARRICADE -TYPE Ill r FLAGGER Ii-SIGN ~ WORK AREA --C9A -. II ALDERWOOD DR. Cl3 HIDDEN VALLE.,. Ru ,---:===~:'.:: _..,., ----t--- PASEO •• 350~;,,"CIS~", ifJ. -< 0 z 0 lfl j C36 ... R49M ~ Cl3 0 0 z -~ -< u C3o~ ' : I "-----..--~ '"170' Wc9A-c-_.._._ ______ ~ I I ,..110· I 't--• R49M I -- / _ ---~-'---t-\~ ~ :~{ 1' ----"t._____:_,-_~ I r------ j 1 1i ~~1 II WORK AREA NOTE: FLAGMEN TO BE EQUIPPED WITH AND USE TWO-WAY RADIOS FOR MONDAY-WEDNESDAY & FRIDAY WORK HOURS 8:45 A.M. TO 2:00 P.M. FOR THURSDAY WORK HOURS 8:45 A.M. TO 1 :00 P.M. NOTE: CON TR ACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. DISCIPLINE DWG NO TC-58 ~ CITY OF CARLSBAD SHEETS t====±===j============================+====+===⇒====⇒===~ LlQ_g_j ENGINEERING DEPARTMENT 115 r--------r:::-".'::"-:::::::-::::-::;::::-;:::-::;:::::;-::;.---t==i==t=============+==+==~=+==l TRAFF1C CONTROL PLANS FOR: t===±===t=======================+===+===t===+==l C WR F Pl PELINE TO "D" TANKS PLANS PREPARED UNDER THE suPERv,s,oN o,, R EA c HE s I a 3 o,,j_.Q £_~ b{:Jo/o-r,, SEASCAPE DRIVE FROM STA. 1+19.20 TO STA. 4+43.22 BILL E. DARNEL~, .. 22338 • Exp. t-JO-® .. v';,. CIVIL:!, .,~-~-e ()F C"-~i BILL E. DARNELL DA TE ~~c~~~EE~~'~1~i~ ~~~~:o~o 22338 A~~~IA~E~~R••»-i 711-a:1 DEPUTY CITY ENGINEER f'£ 2B176 EXPIRES 3/31/06 DA TE Darnell"' Assoc1ATEs, INc. DwN BY, I 1446 FRONT STREET, THIRD FLOOR k 0-ATEc::--k1N1:=:-17Ac-:-L+-----------------t-l--~o;:;;:A:.:..:TE~-:=,b1iNiNc::.111~A~LtJo~A:=i'eTE...::_-_t~'iN_1Nirn1_11iALA_L:=i CHKD BY: RFD SAN DIEGO. CA 92101 SON DESCRIPTION RVWD BY: BED 16191 233-9373 REVI I OTHER APPROVAL CITY APPROVAL l---~~,.,..,.,:,:=:...,==:=---i-::-:-==-:::-:-:--:::;--r;;;:;-;;-;:;-1ENGINEER OF WORK DWG NAME,020714 TC-5BE I DA TE, 6-30-03 I BY, JLM PROJECT NO. 38871-A I DRAWING NO. 403-1B ,-,- t- r ::;;; ,-,-,- >-r ,-,-,- '"" r r r ,- >-,-,- r r r-;:: ,-,- t- r ,-,-,- [.Q Cl) w I (,) ;;e;; ;;e;; ~ ~ Cl) ...J <( ~ a: 0 .... 0 I\) 0 .... .... .... UI C == C) .,::. 0 w I ...., m LEGEND I I I I I I • CONE/DELINEA TOR H BARRICADE -TYPE 111 r FLAGGER ~ SIGN ~ WORK AREA TEMPORARY NO SCALE: I" = 40' ' ' 0 40 80 200' NOTE: ' FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. 200' FLAGMEN TO BE EQUIPPED WITH ANI USE TWO-WAY RADIOS PARKING (BOTH SIDES/ DR. DISCIPLINE DWG NO TC-59 SHEETS fSHm7 CITY OF CARLSBAD ~====:===~============================~====~===j====1==== ~ ENGINEERING DEPARTMENT 115 TRAFFIC CONTROL PLANS FOR: PLANS PREPARED UOOER THE SUPERVISION OF: CWRF PIPELINE TO "D" TANKS REACHES I a 3 SEASCAPE DRIVE FROM STA. 4+43.22 TO STA. 8+74.73 Bl~DA"E~ ,. o..Q ID~~~,O?,,l---+--1---------------+-----+---l---J.....----1 DESIGN ENGINEER R.C.E. No. 22338 APPRqVEl3/ WILLIAM E.~MMER l---+--1---------------+-----+---l---J.....----I 442/~ C, ~ ••• •-n < 2·:ZZ:72~ Darnell & Assoc,Arns. INc. DEPUTY cnY ENGINEER E26l7G EXPIRES 313110s DATE LICENSE EXPIRES 9-30-05 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 DA TE INITIAL 16191 23~9373 lcOc:-:W-c-G -NA,.,-Mcc-E,0-,,-20,.-'-71::.:4T:,_C-59.:::E:::_:;:I O::..Ao:._TE-, 6--3-0--03~l~BY-,-JL-M--IENGINEER OF WORK REVISION DESCRIPTION I--D_ATE_..__I_NI_TIA_L+-D_A_TE__.__IN_ITI_AL---1 CHKD BY: BED DWN BY: "' I OTHER APPROVAL CITY APPROVAL RVWD BY: BED . PROJECT NO. 38871-A I DRAWING NO. 403-1B N .,l::ai 0 w I .... m CAMINO DE LAS ONDAS ' ' ' ' 100' ' 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 ' 100' I \ I ' I I \ I I I I I ' I \ I \ I I I \ I I I I ; -r"""l \ I I 100' • I : ; I I I I I \ .. I I I I I I I I I I \ I I I \ I \ \ I ' I I 1 I I FLAGGER LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA I ; I ' I ' I I ' ' I I I 1 I I ' ' • • I ' ' ' I \• \~. \1 ( I• ,\ ,, \• _\ ', f \ \ I 'i I ' I I I I ' I I I I I ' ' I \ I I I ' I I I I I I I I I I I I ' I I I I I I I ' I I I I I I I I ' I I I I I ' I I ' I ; '' \, " ,, ' ' 200' 200' 200' SCALE: 1 " , 0 40 I -- /j 40' 80 I I FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. CAMINO DE LAS ONDAS 500?.,.. 200' 200' BU E. DARNEI..L Mo. 22338 if £lip. 9-J0-0!5 ,t- '11.,. CIVIL /~ ~, ---/c.,~•~-p t-or c~\..W . . /1 l ' I ' ' LI ~ I I I \ ' I I I , .. -' I i, C18•I ·, ' I I' ' I 1, I I ,, I I I, • •,\ ' ' I ,, I I I ., ',\ I ' I ' PL.ANS PREPARED UNDER "THE SUPERVISION OF: NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. 200' 200' 200' DISCIPLINE DWG NO TC-60 [sHml CITY OF CARLSBAD ~5 ~====j====t=============================t====+====~====t===~ ~LlQ1_j:::::::::::::4::::::'_=:=:::E:::::NG::::l::::NE:::E:::R:::IN:::::G:::D:::E:::P:::AR=lM::::::EN=T==:::'...::::~===; t-TRAFFIC CONTROL PLANS FOR: M £-~ tof 30/s3,1-1-===t==t====================t==⇒==j~===t==~ BILL E. DARNELL DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 MELALUCA AVENUE FROM STA. 1+17.32 TO STA. 4+26.30 APPROVEl.f WILLIAM ~:.-f!sUMMER WA74.r.:: -/, ;c¾-~ 2-Z-Z-03 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE Darn ell & ASsocIATEs, 1Nc. l--1--::::::::::::::::j::::~::::::::i::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::t~;;::::t;;;~~;;;::::h~~;~ ~D~WN~B~Y~: 1-"~'~-lli~=~P~R~oJiE~c~T ~N~o:==. =7fo6iRfiA~w~1N~G~N~o~. 1446 FRONT STREET, lttlRD FLOOR DATE INITIAL DATE INITIAL CHKD BY RFn Q3 j B SAN DIEGO, CA 92101 DATE INITIAL : 38871-A 4 - (619) 233 9373 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVI-/D BY• BED DWG NAME:020714TC SOE I DA TE: 6 30 03 I BY: JLM /SN Cl) w ~ ~ ~ <( ~ ...J C ~ .... :E 0 G) a: ~ 0 0 .r::--.... 0 .... w (J1 I ~ m ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' LEGEND • H CONE/DELINEATOR BARRICADE -TYPE Ill FLAGGER SIGN WORK AREA MELALUCA AVE. C1 C9A/C36 ·---- I.! i I FLAGGER ~A/C36 FLAGGER WORK AREA ✓ ,, ,. .,. -- ✓ ✓ C '· ' ' ' ' \\ \ \\ \\ ' * ,, ' ' \• ' ' ' C9A ;1 i • ;! I ij I C1 , , ,/ ,. ,, ,1 , ,, , ' ' ·/ ' ' ' ' ' 150' FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. --, \ : ' .-. ' \ . ' ' I , l ' -,' \ ' 1 oo· I \ I \ '-1 1 1·..iC9A/C36 f\ ~ ~ l : --- \ ' ' ' r. I 100' LAGGER 1 oo· \ PLANS PREPARED UNDER THE SUPERVISION OF: \ SCALE: ·1" - 0 40 40' 80 DISCIPLINE DWG NO TC-61 [sHm7 CITY OF CARLSBAD SHEETS l---t--+----------------1---l---~---l----1 ~L1Q2j:::::::::::::5::::::::'_.:==::::E:::N:::Gl:::N:::EE::R:::IN:::G:::D:::E::::P:::::AR::::TM=:E::::NT::::==:::1....l:=1:::1::::5===: TRAFFIC CONTROL PLANS FOR: ~ ~O ~R~p.c. o 0~ 61'ff: ~ t-----+---+--------------1-----1-----1----1------l CWRF PIPELINE TO "D" TANKS REACHES 1 & 3 MELALUCA AVENUE FROM STA. 4+26.30 TO STA 10+57.79 DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 APPRCJ,VE WILLIAM E~~MER -#47/4,,,;. z<-~~--= 2-2 z · Q:Z Darnell & AssocIArEs, rnc. t----+----+--------------------1----le----1--->------l DEPUTY CITY ENGINEER PE 2s,1s ExP,REs 313110s DATE 1446 FRONT STREET, THIRD FLOOR no~W~NfnB~Y~:==iirziir==~P~R~O~J?EC~T~N~O~.::::::=~D~RfA~Wl~N~G~N~O. s(:,~)D~;J_:9C3A7392101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: BED REVISION DESCRIPTION 38871 A 403 1 B DWG NAME:020714TC-61E DATE: 6-30-03 BY: JLM SN ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV'wD BY• RFD -- N Cl) ~ ~ ~ ~ <( ~ ...J C <( z .... =E ~ 0 ~ u, G) 0 -.,I:::. .... 0 .... u, w I .... m FLAGGER LEGEND • CONE/DELINEATOR H BARRICADE -TYPE Ill r FLAGGER ~ SIGN ~ WORK AREA WORK AREA WORK AREA FLAGGE,-,-.... 55' 50' 200' SCALE: 1" _ 40' 0 40 80 FOR THIS PHASE ONLY WORK HOURS 8:30 A.M. TO 3:30 P.M. NOTE: CONTRACTOR TO MAINTAIN DRIVEWA y ACCESS AT ALL TIMES. NOTE: CONTRACTOR TO MAINTAIN ACCESS TO CUL-DE-SAC'S AT ALL TIMES. DISCIPLINE DWG NO OTHER APPROVAL CHKD BY: BED I PROJECT NO. I DRAWING NO. CITY APPROVAL RVl.'D BY• BFD . 38871-A . 403-1 B .. C ~:e &1 G) 9. .s::. ~o ~w (n I ..... m GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIF., DEPT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1999 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. OJ CONSTRUCTION NOTES: INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET. 0 INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM AND ALL WIRING AND ANCILLARY EQUIPMENT. 0 INSTALL ONE (3 CONDUCTOR) POWER CABLE AND ONE BELDEN 8281 CAMERA CABLE. 0 INSTALL TWO (3 CONDUCTOR) POWER CABLE AND TWO BELDEN 8281 CAMERA CABLE. I}] INSTALL FOUR (3 CONDUCTOR) POWER CABLE AND FOUR BELDEN 8281 CAMERA CABLE. 0 INSTALL 15 AMP CIRCUIT BREAKER FOR VIDEO CAMERA SYSTEM. [I] INSTALL 2#14 FOR VIDEO DETECTION POWER. W ~ DENOTES VIDEO DETECTION ZONE -.,. Ill --1 ... ' --I I f6 -· ----·- 8 116 180' TO CROSSW .. .. ...... •------,r ., -------·--"·-- ,2 a ,2 I· ~--- . ·-----------·---- 02 POINSETTIA LN. f BILI. E. DAANELL Mo. 223~ ... &p. 9-30-® * ~ CIVIL .. ,,.,. 0, Ct-\.' 2 '-'-m'-+•~:Ff- -•••-·w---r.-7' 3 -[ I ' ~ •• I SCALE: 1 " -40' 0 40 80 PLAN~ PREPARE~ON OF, ~ b[Jv[o'2 Bill t. DARNELL DATE DESIGN ENGINEER R.C.E. No. 22338 LICENSE EXPIRES 9-30-05 Darnell & AssocIATEs, mc. 1446 FRONT STREET, THIRD FLOOR SAN DIEGO, CA 92101 (619) 233-9373 . DWG NAME:020714TC 63EIDATE: 6 30 03IBY:SRN/JLM POINSETTIA LN. DATE REFERENCE DWG. 361-3 INITIAL ENGINEER OF WORK REVISION DESCRIPTION ... 0 DISCIPLINE DWG NO TC-63 Cf.) w rnTI CITY OF CARLSBAD SHEETS 115 7 ENGINEERING DEPARTMENT :I: ~ TRAFFIC CONu,OL PLANS FOR: "D" CWRF PIPELINE TO TANKS REACHES 1 & 3 \1DEO DETECTION PLAN FOR POINSETTIA LN. AT PASEO DEL NORTE AND PASEO DEL NORTE AT CAMINO DE I AS ONDAS APPROVED~ WILLIAM ~UMMER A:¼'4• ·, £ ~ttz, ?'1--7-21 ·Q? DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE OWN BY:~ I I DRAWING NO. PROJECT NO. DATE INlllAL DATE INlllAL CHKD BY: BED 38871-A 403-1B OTHER APPROVAL CITY APPROVAL RVWD BY·BED z w ...J <( ~ C ...J <( :E z .... ~ 0 G) -.J 0 a~ .... o .... w U1 I .... m GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIF., DEPT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1999 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. POINSETTIA LN · ' I ' I I ,, I ,e [jJ f6 I CONSTRUCTION NOTES: INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET. INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM AND ALL WIRING AND ANCILLARY EQUIPMENT. INSTALL ONE (3 CONDUCTOR) POWER CABLE AND ONE BELDEN 8281 CAMERA CABLE. INSTALL TWO (3 CONDUCTOR) POWER CABLE AND TWO BELDEN 8281 CAMERA CABLE. INSTALL FOUR (3 CONDUCTOR) POWER CABLE AND FOUR BELDEN 8281 CAMERA CABLE. INSTALL 15 AMP CIRCUIT BREAKER FOR VIDEO CAMERA SYSTEM. INSTALL 2#14 FOR VIDEO DETECTION POWER. ~ DENOTES VIDEO DETECTION ZONE. POINSETTIA LN. ---=-=-=-=-=-=-=---=-=-=-=-=-=-_-_-_-_-_-_-_-_-_--=-=-=-=-=-=---=-=-=-=-=-~------·--2 'i)> <: -------------------------==----cut'-- ----------------,$--;--------------- ---;---.l-.300=-ro-'u=•ir,..,-u=•t~ REFERENCE DWG. 360-38 SCALE: 1" -40' '4 8 ' I I --··-- I I 1~1 I It # I ff I I 1 i l REFERENCE DWG. 352-1 DISCIPLINE DWG NO TC-64 -> I ~ 0 40 fsHw7 CITY OF CARLSBAD SHEETS l-----+---+---------------+--+--+--t--------1 l_lQ§j ENGINEERING DEPAR™ENT 115 l-----+---+---------------+--+--t--t--------1 TRAFFIC CONTROL PLANS FOR: 80 I& I > " ~ ! I ~ iii >-<: • CWRF PIPELINE TO "D" TANKS PLANS PREPARED UNDER THE SUPER-..SION OF: REACHES 1 & 3 &.o._Q £_ ~ b(30/~3 1---+----+-------------t---t--t--t-----J VIDEO DETECTION PLAN FOR POINSETTIA LN. AT BATIQUITOS DR BILL E. DARNELL DATE AND POINSETTIA LN. AT AVIARA PKWY. Ei~~~~EE~;~7~t: :.:.~~:.~i-2233s AP;;.J~'MtLIAP:, E~: .... ...-,.-:::: 7 --n-o:i DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE Darnell & AssocIATEs, INc. 1---+----+-------------+--+----t--t--------1 1446 FRONT STREET. THIRD FLOOR SAN DIEGO. CA 92101 DATE INITIAL DA TE INlllAL DATE INlllAL (619) 233-9373 WG NAME,020714TC-64E DATE: 6-30-03 BY: SRN JLM ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY· SRN CHKD BY: =BE~□- RVWD BY: BED PROJECT NO. 38871-A I DRAWING NO. 403-18 ... 00 w :::c ~ ~ ~ ~ C .... :e i C') 0 .i::i., -.... 0 .... w U'I I ..... m WIRING AND INSTALLATION SEE TEST BOX DEEB ---- EXOTHERMIC WELD (TYP) SEE DETAIL l 1----1-~ 24" CML& TC STEEL REC WATER--~ NOTES: _11 TO REMAINING ANODE (SEE NOTE 1/ 1-NO 12 WHITE THWN ANODE LEAD 2-NO. 8 BLACK HMWPE PIPE LEADS MAGNESIUM AN DE SEE DETAIL 4 (2 REQD) l---'----1----~ SEE NO TE 1 CP- 6' MIN (SEE NOTE 2) 1. 1 ANODE SHOWN, 2 ARE REQUIRED. ANODES TO BE INSTALLED PARALLEL TO THE PIPE, 15 FEET APART IN AUGERED HOLES 12' DEEP. ANODE LEADS TO BE TRENCHED TO CTS AT A DEPTH OF 36". 2. INSTALL ANODES AT AN 6' MINIMUM DISTANCE FROM PIPE. CONCRETE TEST BOX, SEE DETAIL SECTION 2-WIRE TEST STATION WITH ANODES DETAIL NO SCALE ffi CP-1 ...__,,, CONCRETE PAVEMENT OR PAD 24" SQ X 4" THICK IN UNPAVED AREAS ONLY WARNING TAPE ---• ; . , :·--"' ""-' -'· ; · -• -, -Ill =ll/=l//~I/!= -,,.,_--c:,·•"-----:. --·, .. •,,ce--,~-~-",·------OF PAD ONLY} ;;:.;;:,:~-~;;·:--:_;:--":':,:.:_-! ·_. :::~-:,..:-.-·~~-;~-r·-::_-:_-_. ~~-:----~---.-_~:~_-_:,_.,•_;,-.'..-.-_-.·-~._--___ :_, __ , ... _~-:--~-·._~_-_:_,._;.· __ -.;_l:: __ -:_:.::~_.: __ :_•---~-'.---:·-l.. . :: _-~ ::{?~:~:£f {:;.-~ _ t -~.?/\l::~~-\ .:;~,.---:,~-_-::.:·-,•·:::;~·< .. 1c-c-~~,--+-,:i-c-,-~;~ ~~~~\?-:~-',_ !I,s~;(~f Th~Jl ~I 1~i;~I~Jr$~ NATIVE SOIL AB REC WATER LINE WIRE /DENT/FICA TION # /SIZE//NSUL ID AVERY LABEL~ ~ ----------18• SLACK WIRE (TYP} WIRE A&B 2 -NO 8 HMWPE 24" STL/CML& TC RW ·NOTE: SEE GENERAL CP NOTE 3 ON THIS DRAWING FOR TEST LEAD AND TEST BOX INSTALLATION SECTION 2-WIRE TEST STATION WIRING DIAGRAM STEEL WASHERS (2 PLCS} STEEL BOL T·-----.,c:... Gt0 ISOLATING WASHER --L-__,, (2 PLCS} Gt0 ISOLATING SLEEVE-~ G10 ISOLATING FLANGE--~ EXTERNAL PETROLATUM WAX TAPE WRAP SEE 24" CML&TC STEEL a 3" OVERLAP OF WAX TAPE TO EXISTING COATING AT STA 100+00 30" DIP AT STA 0+40 c 20· STL SPECIF/CATIONS ___ ....::::,,:,....__"'-f~+-.J AT STA 47+82.79 24" STL EXOTHERMIC WELD (TYP} SEE DETAIL 7 TEST LEADS TO TEST STATION SEE DETAIL -6- NOTES· PLAN 18" OF SLACK WIRE (TYPJ 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VAL VE BONNET AND BASE. 2. INSTALL TEST BOX BEHIND CURB OR SIDEWALK SIMILAR TO DETAIL 1 ON THIS DRAWING. CONCRETE TEST BOX, SEE DETAIL BURIED FLANGE /SOLA TION AB CD DETAIL NO SCALE ffi CP-1 ...__,,, CONCRETE PAVEMENT OR PAD 24" SQ X 4• THICK IN UNPAVED AREAS ONLY ~ NO. 4 REBAR (ALL FOUR SIDES OF PAD ONLY) ----AVERY LABEL~ ~ '-----18" SLACK WIRE (TYPJ NATIVE SOIL REC WATER LINE SECTION WIRE /DENT/FICA TION STA WIRE # /SIZE/INSUL ID ENSCRIPTION A 1 -NO 8 HMWPE 24" STL CML&TC SOUTH STA { B 1 -NO 2 HMWPE 24" STL CML&TC SOUTH 100+00 C 1 -NO 8 HMWPE 30" DIP RW NORTH D 1 -NO 2 HMWPE 30" DIP RW NORTH STA WIRE # /SIZE/INSUL ID STA { A 1 -NO 8 HMWPE 24" STL/CML& TC RW EAST B 1. NO 2 HMWPE 24" STL/CML& TC RW EAST 0+40 C 1 • NO 8 HMWPE 20" STL/CML&C RW WEST D 1 -NO 2 HMWPE 20" STL/CML&C RW WEST STA WIRE # /SIZE/INS UL ID WARNING TAPE---. WIRING AND INSTALLATION SEE TEST BOX DETAIL-- EB EXOTHERMIC WELD (TYP} SEE DETAIL 7 2-NO 8 BLACK HMWPE PIPE LEADS 24" CML& TC STEEL\ REC WATER NOTES: 1. SEE GENERAL CP NOTE 3 FOR TEST LEAD AND TEST BOX INSTALLATION. HANDLE PIPE SECTION 2-WIRE TEST STATION DETAIL NO SCALE ~-GRAPHITE COVER ffi CP-1 ......___., ~-STARTING POWDER .--,-,"~..,.,.,,,;.-, ILL'.1_.,....---METAL WELDING POWDER w.i----METAL DISC :+------GRAPHITE MOLD '----WIRE ~""-------~ STEP 1. FILE STRUCTURE CONNECTION AREA (3 IN x 3 IN) TO BARE SHINY METAL AND CLEAN. LJ ~ STEP 2. STRIP INSULATION FROM WIRE. ATTACH SLEEVE WHERE REQUIRED BY MANUFACTURER. ~ ~® STEP 3. HOLD MOLD FIRMLY WITH OPENING A WAY FROM @ _) OPERA TOR AND IGNITE WITH FLINT GUN. ~ ~@ STEP 4. REMOVE SLAG FROM CONNECTION AND PEEN @ _) WELD FOR SOUNDNESS. ~;==!:::1 :--:!:::-= -=9=~ STEP 5. NOTES; COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A BITUMINOUS GOA TING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. 1. ALL WIRE WELDS SHALL BE MINIMUM 3 INCHES APART. 2. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES, EXOTHERMIC WELD PROCESS CONCRETE TEST BOX, SEE DETAIL BRASS SPLITBOL T (TYP}-~ -,. ..,_. ... -_.,, .. -;-.,. ~ .. _ _._ .. ~-.. ·--~---_ -;. '~:'~--~ CONCRETE PAVEMENT OR PAD 24" SQ X 4" THICK IN UNPAVED AREAS ONLY . --··. : .. ., ... -. --... ~ -.. :· ':i/::>'/,,<i;;·--NO 4 REBAR ~lf ~ll: ~<j6~l~-l~~§i ___ '::::::~Nf/~ES ;;(\:tEit:'.:IIQIQ ., ,_;,,_·-,:·'.\:',. ~=~::ACK WIRE NATIVE SOIL TO ANODES CP- TO 24" CML& TC STEEL REC WATER LINE SECTION 1. SEE GENERAL CP NOTE 3. WIRE A&B NOTES: ON THIS ORA WING. WIRE I.D. LEGEND SIZE 2 -NO 8 HMWPE LABEL /DENT/FICA TION 24" STL/CML& TC RW 1. SEE GENERAL CP NOTE 3 ON THIS DRAWING FOR TEST LEAD AND TEST BOX INSTALLATION 2. INSTALL TEST BOX BEHIND CURB SIMILAR TO DETAIL 3 ON THIS DRAWING. TEST STATION WITH ANODES WIRING DIAGRAM DETAIL NO SCALE {}I) CP-1 ...__,,, GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE ORA WINGS AND TECHNICAL SPECIF/CA TIONS. 2. UNLESS OTHERWISE NOTED ORA WINGS ARE NOT SHOWN TO SCALE. 3. ALL AT GRADE TEST STA T/ONS SHALL BE THE CIRCULAR, CONCRETE, AT-GRADE TYPE WITH A METAL LID. A. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED B. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS. D. PLACE TEST BOX BEHIND CURB OR SIDEWALK WITH APPROVAL OF CITY OF CARLSBAD. DO NOT PLACE IN STREET OR MEDIAN. E. IDENTIFY ALL WIRES AS SHOWN ON DETAIL 2 DRAWING CP-2. 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING DAMAGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES. 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE ORA WINGS AND SUBMIT 'AS-BUil T' ORA WINGS TO THE ENGINEER PRIOR TO COMPLETION OF THE WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS IND/CA TED IN THE ORA WINGS OR AS SPECIF/CALLY APPROVED ~--~ BY THE ENGINEER. 7. THE CONTRACTOR SHALL REPLACE LANDSCAPING IN KIND. DISCIPLINE DWG NO CP-1 N ~-e~ ~ t ~ ~ EQ Cl) w :I: 0 z -z w __J <( C 0 Cl) :e __J ~ <( 0 G') ~ t0 0 .,::-. -0 ~ 0 ~ w t1I I ...... CD " "' 0 N Q. 0 0 N 0 1-3/4" 3-1/4" CORROS/0 13-1/2" O.D. 8" 12· CAST IRON COVER MARKED W/ AS SHOWN SEE SPECS CONCRETE BODY COVER WEIGHT: 12 LBS. BODY WEIGHT: 54 LBS. CONCRETE TEST BOX DETAIL NO SCALE INSULATING SLEEVE (FULL WIDTH OF MA TED FLANGES----------.. INSULATING MATERIALS; GASKET-TYPE "E" Gt0 GLAS W/ RECT. O-RING SLEEVE -Gt0 GLASS WASHER-Gt0 GLASS "-..'-----------~ STEEL NUT MQ' ID A 12 EA. TYP.1-----w V STEEL WASHER (BOTH ENDS OF STUD)----.../ INSULATING WASHER (BOTH ENDS OF STUD BOL TJ-~ NOTE: INSULATING GASKET--J VAULT WALL-,-, ~-STEEL THREADED STUD OR BOLT 1. SIMILAR FOR VERTICAL OR HORIZONTAL ORIENTATION. ABOVE GRADE INSIJLA TING FLANGE DETAIL NO SCALE "' ,,1---------------------""1 "' .... z " 1n w 0 .... 0 '-N 0 ~ N "' '-N ,,, 175 Calle Magdalena, Suite 101 Enoinites, CA 92024 (760) 753-1120 WIRE W / HMWPE INSULATION~ SELF ADHESIVE LABEL-~ CLEAR HEAT SHRINK SLEEVE 6 6 I ==---1 I NOTE: 1. WIRES SHALL BE TAGGED USING TIMES ROMAN 10 POINT FONT IN THE FOLLOWING ORDER: -NAME OF FACILITY -SIZE -PIPE MATERIAL -TYPE OF INST ALLA TION -SURVEY STATION WIRE /DENT/FICA TION LABEL DETAIL NO SCALE ·oo A[(X)!I) Db IN a. .. C.Jt&.. ■ MIi', -.. INC<). · ' .~,. F\J~IIH!) BY OIIIERS. l'IIIU TltiS ._'IOI IS Bt:1' . .. ' ><WAIi E. I'll I J r.NN)T A8IIIJAE IT1I ~N"I. MIi Tl• . ' · ', · ~ FOii l'II: •CCUR•('Y Of nt8 REOOIIHJRAW!lll D,1 t'C, ' · ' · , ). Bi!IOOB WHICH IIAY ~';£ lliBI NXWIJN,,/BI 1Nro rr -,s t ~,111. nm •• OIi a l"J).)tlC • 1 'llE ~~-.,~z-TO OIJfAIII LS IDBIT 'IBIIFIC411tW ~ 111 MIQJlliiCI BEFOkE APPLYING IT FOR ~NY PUIIPOH. J ~ ~ ~ ( ,r --. FLEXIBLE COUPLING 2-BOND WIRES-A WG NO 2 1-NO 6 A WG HMWPE STRD COPPER WIRE (TYP) (TYP) SEE NOTE 4 WITH HMWPE INSUL EXOTHERMIC WELD (TYP) SEE DETAIL G;) NOTES: BEND TEE 1. ALL WIRE WELDS SHALL BE 3• APART MINIMUM. SPOOL VALVE 2. ALL BOND WIRES SHALL BE INSTALLED AT MINIMUM LENGTHS. 3. BOND WIRES SHALL NOT BE INSTALLED ACROSS /SOLA TING FLANGES. 4. BOND WIRE SIZE SHALL BE A WG NO 2. TWO ARE REQUIRED. ONE NO 6 AWG HMWPE IS REQUIRED FROM PIPE TO VALVE BODY, SPOOL, COUPLING, AND TEE. MECHANICAL JOINT BOND DETAIL NO SCALE ~7'tc':-'-c+---SIL VER SOLDERED CONNECTION r--t----MAGNESIUM ALLOY MAGNESIUM /NGO T DIMENSIONS: 5" X 6" X 32" LONG INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 105 LBS. (APPROX.) SECTION INGOT 1--------GAL VAN/ZED STEEL CORE CLOTH BAG --....__ PACKAGED BACKFILL COMPOSITION: 75% GYPSUM 20% BENTON/TE 5% SODIUM SULPHATE CHEMICAL COMPOSITION (HIGH POTENTIAL) ELEMENT Aluminum Manganese Copper Nlokltt Iron Othttr Magnttsium CONTENT% 0.010 0.50 TO 1.30 0.02 MAX 0.001 MAX 0.03 MAX 0.05 MAX BALANCE MAGNESIUM ANODE DETAIL NO SCALE DISaPUNE DWG NO CP-2 fsHm7 CITY OF CARlSBAD SHEETS l----+---+----------------l---+---+---1----1 L!!Q_J ENGINEERING DEPARTMENT 115 t----+----+------------------<---+----+---t----1 t----+----+------------------<t----+----+---t----1 IMPROVEMENT PLANS FOR: ~---.-A-S--8-U_I_L_T ____ ___, CWRF PIPELINE TO "D" TANKS REACHES I 8 3 CATHODIC PROTECTION DETAILS ;;: L_ __________ _j_ _____ ___L ________________ ____l___.:::::======================:::::::::::====================:::'.:=========================:::J 0 (J) w :c ~ -z w ...J <{ C ~ .... :E ...J <{ ~ C) z C, a .i:.. a: 0 .... o -'CA) (11 I --4 CD . si.;,-. -""" "• ; . .. . ....L". ,_ •• ,. ··- =-====--==-----=--=====-==-== ----=-=---. --- \ --~ PEDESTAL ~ ------- (NEMA 3R), -&. I - --·sEE OET. A/E-2 ------_ ---------;------... :;..,,---..,,c:.-~ " .r? ' AS BUllTS: CD z• ~cH -,.o co11ov,r, 7So tF @ Z SACK i!!ONCR€TE .SLURRY TE~EMETRY BOX, (NEMA 4X), ____ ,, --r---PRESSURE REDUCING t;\ /@ STATION 'PRS', ~ V SIT OWG. E 3 --"\ ~ ~i) -~ . . ~ I I I , , W 1/z. • A-C c,qp . ' {p J./!Rc TIIHN, 3/o BlK-19 sr~- SEE OWG. E-3------.;.....,, \: p. f::.ss \1 v 1 M I I t:.U 2500, 750 U: - ) fi\ ~ WIRE-THHN# 2/BU(-11 !TR- t:.U 2.~0C ~ 7S0 lF > I?, -\=I ii(, Pl/l..l,. e,o,r JJ/l/DS # S e.lrj 5f'Ae.& liPl'l<.OX 200 l-F A'PART :!.TAl<TJN(J F1'DM@ \._@ 7ESco MoLJcl. ~1,-00~ 5e1<.v1ce PeJJ€srAL -.& .&. .... .... - A AC AFF AIC AUTO AUX AWG BKR C CB CDR CKT CND co CONT CONTD CR Cu OET OIAG OISC EL ENCL [)([ST. AMPERES, AMMETER ALTERNATING CURRENT ABOVE FINISHED FLOOR AMPrRrS INTERRUPTING CAPACllY AUTOMATIC AUXILIARY AMERICAN WIRE GAUGE BREAKER CONDUIT CIRCUIT BREAKER CONDUCTOR CIRCUIT CONDUIT CONDUIT ONLY CONTROL . -- CONTINUED CONTROL RELAY COPPER DETAIL DIAGRAM OISCON-NECT ELEVATION ENCLOSURE/ENCLOSED EXISTING ,,. ,. ;:,-. FIN FLEX FUT re G CALV GND CFI HPS HT Hz ICP JB 'f:>IA KW t<WH LC LP LPS LTG MAX MJN. L!TD MTG. Hf. ; • 175 Cele Magdalene. Suite 01 Enc;:init;e,s, CA 82024 <760) 753-IEO · MB &A SITE PlAN SCALE: 1" = 20'-0" ABBREVIATIONS f1NI$H[D FLEXIBLE FUTURE FOOTCANDLES GREEN GROUND CONDUCTOR, GENERATOR CALVANlZED GROUND GROUND FAULT INTERRUPTER HIGH PRESSURE SODIUM HEIGHT HERTZ {CYCLES PER SECOND) IRRIGATION CONTROL PANEL JUNCTION BOX KILOVOLT -AMPERES KILOWATTS l<IL_OWAliS-HOUR LIGHTING CONTACTOR LIGHTING PANEL LOW PRESSURE SODIUM LIGHTING MAXIMUM . Mlt>!!MUM MOUNTED MOUNTING HEIGHT MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD .• SUITE !05 YORBA LINDA. CA 92886 (7!•) 970-2000 __ 127-53-FINAL N/A NC . NIC NO NTS OC p PB PNL pp PROVIDE PR$ PWR REQD RGS SCH SDG&E SPEC SPOT SPST SW TB TYP UG UON W/ W/0 WP I ,1--.. • }_ I > ' I I I ' ' , ( ' ' '>- NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NQRM_ALL Y OPEN NOT TO SCALE ON CENTER POLE, PHASE PULL BOX, PUSH BUTTON PANEL POWER PANEL ruRNISH, INSTALL & CONNECT PRESSURE RmUCING STATION POWER -· REQUIRED RIGID GALVANIZED STEEL CONDUIT SCHEDULE SAN OIEGO GAS & ELECTRIC -. SPECIFICATION SINGLE POLE, DOUBLE THROW SINGLE POLE, SINGLE THROW SWITCH TERMINAL BLOCK TYPICAL ---IJNDE:RGROUND UNLESS OTHERWISE NOTED WITH WITHOUT WEATHERPROOF • IE1'6i'!il~ 1'i!'9 @.,ill, lt.Wlk1 IE Eli Plla'AIE), 1R ,ar, a.se, IJ'Olf llfc'C~ATION FllililSliE!l BY OfHER!. Wl-:u.E THIS IIC'OlW.~TIOtl IS IE:'J!N"";Jl TO BE ""' 111'1 F, PBS l J CA!r..!O< ASC'.mf: !TS ,r:x,,;rw:t. mil Tl:t.!$1S I/OT Rl:":0::!IIU FOl'i l!IE ACQUl',ACY OfTHIS PecRO ll11A11/:t!G • 01\ l'lln Ef!l\a:tl OR ~IS WIICH W.Y HAYE £an m:::o.•roR;.TfD 11110 R Ni, A R5lltl!.T, 1llOSE AaYIIIS ON lll3 P'lCORD lll'~!l /llE A:i'l!tED TD C'i!lll\lM 1ll!la'EIIOOO YelllflCATIOt: OF rt& ,-CCU'l.'t:T BEFOliS APPJ.YlltG IT FDR IIIY PIIRPOIE. • . --~:f."• f7'-. ..;I ---. - SYMBOLS !) 20A I 1P MOLDED CASE CIRCUIT BREAKER, THERMAL MAGNETIC TRIP, 1 POLE UNLESS OTHERWISE NOTED, UPPER NUMERAL INDICATES TRIP SETTING Ir-__ NO. OF FIXTURES ~ FIXTURE TYPE B A FlXTURE IDENTIFICATION 4/4 NUMBER OF LAMPS/LAMP WATTAGE J_ GROUND Q)--JUNCTION BOX OR CONDUIT FlTT!NG CONDUIT RUN, IN SLAB OR BELOW GRADE / ~-1"C., 2 NO: 10, 1 NO. 10 GND. TYPICAL CONDUIT WITH CIRCUIT AS INDICATED ON PLANS PRESSURE SENSOR -u ~G 5ILPl-1, 3 HOME RUN TO PANEL 51LPl-1, 3. CROSS MARKS INDICATE NUMBER OF CONDUCTORS, LONGER MARK INDICATES NEUTRAL. "G" INDICATES GROUND CONDUCTORS. CONDUCTORS $HALL BE NO: 12 UNLESS OTHERWISE NOTED. CONDUIT SIZES NOT IDENTIFIED SHALL BE 3/4"C ~UM WiTI;! 2 NQ: 12, 1 NO: 12 GROUND. . ' . . . . . . 100AMP, 120/240VOLTS, 1 PHASE, 3 WIRE POWER/TEL PEDESTAL, WEATHERPROOF W/SOA, 2P MAIN CB AND 6@ 20A, 1 P CB'S AS NOTED CONDUIT BENDS TOWARD OBSERVER (UP) CONDUIT BENDS AWAY FROM OBSERVER (DOWN) db CFI WP KWH METER . OUPLEX RECEPTACLE, 20A, 1P, 120V AC GROUND FAULT INTERRUPTER WEATHER-PROOF MOTOR-RATED SWITCH FIXTURE SCHEDULE FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS NO. OF LAMP TYPE LAMPS TOTAL MANUFACTURrR AND WATTS CATALOG NUMBER REMARKS /A\ CEILING MOUNTED FLUORESCENT FIXTURE, 4' LONG Wji7 MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, COMPLETELY GASKETED A.ND ENCLOSED SUITABLE FOR WET AND CORROSIVE LOCATIONS. NOTE: ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING TYPE LAMPS ANO BALLASTS. CEILING 120 2 F40T12 100 LITHONIA CAT. f VRl2T12PCL120 OR EQUAL WRAP AROUND FIXTURE GENERAL NOTES 1. ALL CONDUIT AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL tLECTRlCAL CODE AND APPLICABLE LOCAL CODES. GROUND WATER PIPES, IN EACH fACILllY WITH GROUND CLAMPS THAT ARE CONNECTED TO THE GROUNDING SYSTEM IN EACH FACILITY, BONDING JUMPERS. CONDUIT CLAMPS AND POfNTS OF ATTACHMENT ARE NOT SHOWN ON DRAWINGS. SIZE BONDING JUMPERS IN ACCORDANCE WITH TABLE 250-122 OF THE NATIONAL ELECTRICAL CODE. THE POINTS OF ATTACHMENT OF THE GROUND CLAMPS . SHALL BE IN ACCESSIBLE LOCATIONS. 2. CON0Ulf INSTALLATIONS ARE SHOWN OIAGRAMATICALLY ONLY AND SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTLJRAL CONDffiONS. EXPOSED CONDUITS SHALL BE INSTALLED PARALLEL TO BEAMS AND WALLS. COORDINATE EXACT LOCATIONS WITH OTHER TRADES. 3. CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTIONS TO EQUIPMENT. 4. NO CONDUIT SMALLER THAN 3/4" PIPE SIZE NOR WIRE SMALLER THAN NO: 12 A.W.G. SHALL BE USED UNLESS OTHERWISE NOTED. 5. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD CQMPQNENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMEN1 ACTUALLY PURCHASTil. THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFlCATlONS. 6. ALL PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP CIRCUIT BREAKER OPERATING HANDLE m THE FLOOR SHALL NOT EXCEED 6'-6". a----1--t----------+----+--+--+---< fsHrri7 CITY OF ,CARLSBAD L.!..!.lJ ENGINEERING OEPARThlENT DISCIPLINE OWG NO E-1 SHEETS 115 "AS-BUil T" t---+--t-------------+---+--J.---1-----..J IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS _ REACHES I B 3 AVENIOA ENCINAS PRESSURE REDUCING STATION SYMBOLS, ABBREVIATIONS AND NOTES DATE ~-_Wl~A~ ~ , L~MER 7-ZZ-az rriRE'Ev✓fi1E~WVFETIDEB~Y,:-----------lt:J'l~II0~5~P.f&~J·li-r~,~=~Jl~S~-"'~'1fi_•J~/L::iT[================t===j~===t===j===j DEPUTY CITY ENGINEffi' PE 28176 EXPIRES 3/31/06 OAlE .. DWN BY: O.SY I PROJECT NO. I DRAWING NO ())~ INSPECTOR ~ ~~~g ~~; MB 38871-A _ 403 18 OAlE INlllAL ENGINEER Of WORK REVISION DESCRIPTION DAlE INlllAL DAlE INlllAL DATE O"THER AP~ROVAL CITY APPROVAL . .., "' TO SDG&E ~ SERVICE POINT~ ~ POWER PEDESTAL (NEMA 3R) ~ , r--------------------r---------T--------,--------r-----r------~------7--------r-------r--~ 1 ---r-------, I 1 OOA, 120/240V, 1 PH, 3W I I 1 OOA, 120/240V, 1 PH, 3W COPPER BUS, 12 CKT'S, 30,000AMPS BRACING I I I : 11 I ' I ' ' ' ' ' ~--+· -----.--- 1 I I . I I I I I I 3" CO. (CABLE BY SDG&E) ~ I I I I I I I I I I KWH I ) 20A I ) 20A ) 20A I ) 20A ) 20A I ) 20A ) 20A I I ) 20A I I I 1P I 1P 1P I 1P 1P I 1P 1P I I 1P I I I I I I ) j I L----~-------~ I I I ~~- I I ) 50A I I I : ..,.-? > I I 2P I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I QtiQ I I I I I : L ______ i_~---------~---------i ________ L ______ L------~------i------~----------------L--~ r---L-------~ ✓-2"C-3# 1 /0, I 1 PAD LOCKABLE 0 z <.!) <.!) z c::: • w til I-u w ::::;;:z «: w ::!: ~ c,,o oz (FJ «: 1 #2 GND. r-30"1. -- 1 r,--SDG&E METER I:--------+--1 SOCKET 0 6 I0. o·/ CIRCUIT BREAKER ENCL. W/50A, 2P, MAIN CB AND 12@ 20A, 1P CB MAX. COVER--------___ _,___\ ----GROUND BUS ·----3" (TYP) ALL AROUND -----#2 BC. TEL. CO. WITH J-BOX -(NEMA 3R) (8" X 8" X 6"D) -------.-~ 6" I ...._--<---I I 11 I I f----+-~--!.l G ~ I 2'' TO TEL. CO. /4~-:H >----' VN ~ [C dJ ~ I\ /#<>-,If- ~ ; 1 I 7, 11 I I I I I I I I I I I I PEDESTAL 4 = / '---+---....,.__ 3" CO. TO SERVICE / ~\3 POINT OF CONNECTION 3 :>----~ -----CONCRETE BASE T~ ___ EXIST. PAVEMENT I 3/4" X 10'-0" LONG GROUND ROD CONDUIT/S TO PRS. PER PLAN DWGS. \ -----2'' co. (TEL co.) 175 Celle Megdelene. Suite 101 Erc:initee, CA 92024 (760) 753-TI20 POWER PEDESTAL FRONT VIEW TO PRS VAULT POWER PEDESTAL (NEMA 3R) ~ / A \ NO SCALE MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD .. SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-53-FINAL ~ ~ I :r: (FJ _J ~ I u I- 3: (FJ _J w c::: cjW _,o c::: :,:0 c,,U _w IC::: ~ N Cl.. t: ~ ~ LL. <.!) ....___ Cl.. <.!) 3: ~ z I-t;:; I _J <.!) I-_J ::::, I-0 z z w «: Q_ w _J LL. ::::;;: u u ::::, (FJ ;"= I-Cl.. w (FJ c::: Cl.. ::::, 0 w «: Cl.. ::::, u I ::::;;: _J w X ::::, LL. c::: w (FJ SINGLE LINE DIAGRAM NO SCALE B ti 2111111111 APPROVED FASTENERS---------~\ JUNCTION BOX-----~\ " _. ,. ..... .. -___ ___,,~~~~-.- 3/4" C 77 ___ _,,/ u LEVEL SWITCH .. ·• .. _ .. ·-_. ' . - , . . .. ,.:_~-~ .. :·:. ~-:(: ~--~--.;_~ ~_; .. :'.:~ ~"t~--/'-_:-~-!~ SUMP HIGH LEVEL SWITCH DETAIL NO SCALE "AS-BUil T" 4" 9 ,'d.. P ► ...----.--J' -:? e -0 ,:; P.E. '{/,fZ7 EXP. tZ/3/Mf-DATE REVIEWED BY, 1,1 }!1· ' ' !-/',-DA U,t...\.."--·-f-u..,.. L-eor,· f ,,/ INSPECTOR I ' DATE I-I-z z w w ::::;;: ::::;;: Cl.. Cl.. ::::, ::::, a a w w >-->--c::: c::: t;:; t;:; ::::;;: ::::;;: w w _J _J w w I-I- NOTES: 0 0 0 ~ "' Cl.. t: ~ w c::: «: Cl.. (FJ EXTEND CONDUIT TO SDG&E SERVICE POINT. CONTACT Ms. CAROL CHAPO AT SDG&E, TEL. (760) 480-7653 FOR SPECIFIC LOCATIONS, SDG&E REQUIREMENTS AND COMPLY ACCORDINGLY. PROVIDE NEW 100A POWER PEDESTAL (MYERS MEUG16 SERIES) FOR 120/240 VOLTS, 1 PHASE, 3 WIRE SERVICE, PEDESTAL TO INCLUDE 50A MAIN CB AND 12@ 20A, 1 P, BRANCH CB'S . COORDINATE WITH SDG&E FOR SERVICE LOCATION. PROVIDE 3" CONDUIT ONLY BETWEEN SERVICE POINT AND METER PEDESTAL, ALL IN ACCORDANCE WITH SDG&E REQUIREMENTS . COORDINATE WITH PAC-BELL, PROVIDE AND INSTALL TWO-WIRE LEASE LINE FROM CMWD FOR SERVICE POINT AND REQUIREMENTS, CONTACT JANINE ANDERBERG OF PAC-BELL, TEL. (760) 489-3103. METER PEDESTAL FOR 120/240V, 1 PHASE, 3 WIRE SERVICE, (NEMA 3R) FOR SERVICE SHALL BE IN ACCORDANCE WITH SDG&E REQUIREMENTS COMPLETE WITH METER SOCKET, MAIN CB. ETC .. DISCIPLINE DWG NO E-2 fSHEul CITY OF CARLSBAD SHEETS l-----+--+------------------1----+----+--+-----l L.l.!1J ENGINEERING DEPARTMENT 115 1-----+--+------------------1----+----+--+-----l DA lE INITIAL DA lE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I 8 3 AVENIDA ENCINAS PRESSURE REDUCING ST A TION SINGLE LINE DIAGRAM AND DETAILS APPR9JED WIL~~)'LUMMER ./~ .,,, .... fJ -, • "'7...., .-- DEPUTY CITY ENGINEEfl PE 28176 EXPIRES 3/31/06 DATE OWN BY: O.SY CHKD BY: MB RVWD BY: PROJECT NO. 38871-A DRAWING NO. 403-1B --~°' -'- " ~ ,- c~ .... ---ro 0) w :c ~ ~ w ...J C <( ~ ..... :e ...J ..... C) <( N z 0 ~ ~ -..... 0 ..... w (II I ..... m ITEM 1 2 3 4 ,, 5 6 7 " ---------~~-........ =·· -. .,-.....:...:.. R.ECEPTACLE OUTLET----.._ GFI, WP {1YP 2) INTAKE FAN--------i , 3/4"C, 2612-----,!--J & GND fAN SWITCH AND TIMER llGHT /INTRUSION Sf(. (DPDT), •zs-1' POWER J-BOX ------... (NEMA 4X) SIGNAL J-BOX -----.__ (NEMA 4X) TO POWER PEDESTAL {t---== AND TEL. J-BOX, FOR CONTINUATJON, SEE DWG. E-1 1,.1--r- 2•co W/ PULLROPE __j (TELCO) :;tc, 14612 & #12GND--~ (POWER) OUTPUT INPUT ANA. DISC. )( )( )( X X X )( X )( I( )( )( 175 Cena Megrnlena, Slite Ul Encinitoe. CA 92024 (760) 753-1120 )( X 1"C-(5)1PR#18SH-------------, J/4"C-(3)1 PR618SH ---------, J/4"C-(2)1PR618SH------,---, J/4"C-1PR618SH ---,-----, ,---------------7 I :t ·.·.~·E-~~~f:=$¥==$'=~ ~~•F,·=··=;.. ==·,i• • :j i ±t==~~ CD-'-'-~--,.., 3/4"C, 2612 ~::9Df"+'-i""~S;:-t-, ii 1 1 & GND Ii A 2/40 :..._..,....~f-;-: 3/4"C, 2#12 j & GND • 1:1,-(5) 1 PRj1 SSH L _______ _ 3/4"C, 4612-- &: GND ' 3/4"C, 1PR#18SH-- TELEMETRY BOX 4 >-----' (NEMA 4X) ---- 48"AFF GFI WP 1 ·c, 6#12 & GNO PRESSURE REDUCING STATION PlAN SCALE: 1/2" .. 1•-0• INPUT/OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION POINT DESCRIPTION UPSTREAM PRESSURE PIPE DOWN STREAM PRESSURE PIPE UPSTREAM BYPASS PRESSURE PIPE DOWN STREAM BYPASS PRESSURE PIPE HIGH LEVEL SWITCH VAULT INTRUSION PRS. VALVE POSITION MB MARKBALAN&ASSOCIATES &A CONSUL TING ENGINl;:ERS 19871 YORBA LINDA BLVD,. SUITE 105 YORBA LINDA. CA 92886 (714) 970-2000 127-53-ANAL l i~~~1:1·1·j·➔···~=···~· ·······~ ~' -'="--=--SUMP PUMP 'SP-1' '----~---···-···--•-HIGH LEVt1 SWITCH 'LSH' SEE DETAIL B, DWG. E-1 -•-··-- LOCATION REMARKS PT-1 PRESSURE TRANSDUCER PT-2 PRESSURE TRANSDUCER PT-3 PRESSURE TRANSDUCER PT-4 PRESSURE TRANSDUCER LSH-1 FLOODING ZS-1 HATCH INTRUSION SWITCH 21-1 POSITION TRANSMITTER TO SEWER MH SEE DWG C-1 STANDARD PRY TillMTIRY REQl/IlID4MS OPT022 VO HARDWARE AVAILABLE Al; OPTO 22 CONTACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE ftMtCULA, CA 92590 Ph. (800) 321-6786 HARDWARE REQUIRED: (FOR WATER OPS) 1-AC7A 1-SNAPB12M 1-SNAP-PS5 1-SN.AP-PS24 1-SNAP-83000 AS NEEDED -SNAP OAC5 110 VAC OUTPUT MODULES AS NEEDED -SNAP IACS 110 VAC 4 CH. INPUT MODULES ,,S NEEDED -SNAP IAV +;· 10, +/-5 voe ANALOG INPUT MODULES m.EMETRY ENCLOSURE RITTAL MODEL No. AE1376 19.92" x 23.62" x 13.78ff (H X W X D) OR EQUAL HOFFMAN COMMUNICATIONS SACK BOX CORPORATION PH. (724) 746-5500 OR WWW.BLACKBOX.COM 1-3600 STAND ALONE 1-3600 RACK MOUNT WfATHER PROOF TrME CLOCK INTERMATIC l2T2501A lRANSMrntRS ENDRESS + HAUSER MODEL f>MC41 -WITH DISPLAY 0-300 PSI VAULT INTAKE FAN GR.AJNGER f4C943 tJOTE$: 0 TO POWER JUNCTION BOX. 0 FAN TIME CLOCK-INTERMATIC #2T2501A. A"-LIGHT/INTRUSION SWITCHES TELEMECANIQUE ~ MODEL NO. XCKJ10541H7 WIRED iO ACTIVATE LIGHTS WHEN HATCH IS OPEN. 0 PROVIDE AND INSTALL TELEMETRY BOX (29,92wH X 23.62W X 13,78"0) IN VAULT. TELEMETRY ENCLOSURE SHALL BE RITTAL WlDEL NO. AE1376, SIT TELEMETRY REQUIREMENTS, THIS SHEET. 5. COORDINATE WITH CMWD OPERATJONS (TEL. 760-438-2722) FOR ADDITIONAL REQUIREMENT. 6. ALL ELECTRICAL EQUIPMENT SHALL SUITABLE FOR USE IN WET LOCATION. DISCIPLINE DWG NO E-3 f'SHE5l CITY OF CARLSBAD ~ t-----+-----lr--------------t----,-----+--+---i ~ ENGlNEERING DEPARTMENT ~ t---+---11--------------~1---;----;---t---1 -~-------------r-,-,~-------------1 -i-1 --r--1 IMPROVEMENT PLANS FDR: r ····---···---1--~4--+------------+--+--r---+----i CWRF PIPELINE TO "D'" TANKS "AS-BUil T" REACHES I 8 3 AVENIDA ENCINAS PRESSURE REDUCING STATION _Q · . ~ f-" s-?m -e:,c PRS -POWER PLAN AND TELEMETRY DIAGRAMS {ft,;;; f / /, APPRQVED ~Lll~---t .. PLUMMER P.E_-EXP.2 ~/ ~~ DATE ,,u/44fqp,.,; T,~ •••:b.-::: 7-'22 -Q? DEPUTY OTY ENGlNEER PE 28176 EXPIRES J/31/06 DATE REVIEWED BY, DWN BY: O,SY PROJECT NO. I ORAWlNG NO. ~~ ~~\ MB 38871-A . 403-18 LQ~ L _/ INSPECTOR "t'' OA TE INITIAL ENGINEER Ot WORK REVISION DESCRIPTION DATE INl11AL DATE INITIAL O111ER APPROVAL OlY APPROVAL ' ' "J, --· -----•· -· ' .., .. ELECTRICAL PART 1 -GENERAL 1.1 DESCRIPTION A. WORK INCLUDED: PROVIDE COMPLETE ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: 1. POWER PEDESTAL AND MEITR PEDESTAL FOR METERING FACILITIES, MAIN CIRCUIT BREAKER ETC. 2. FEEDER SYSTEM, IN CONDUIT TO BRANCH CIRCUITS. 3. BRANCH CIRCUIT WIRING, IN CONDUIT, FOR LIGHTING, RECEPTACLES, JUNCTION BOXES, AND MOTORS. 4. HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH. 5. LIGHTING FIXTURES AND LAMPS. 6. WIRING SYSTEM, IN CONDUIT, FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS. 7. MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED. 8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A LEASED TELEPHONE LINE. 9. OTHER ITEMS AND SERVICES REQUIRED TO COMPLETE THE SYSTEMS. 1 .2 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA70). B. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. 1.3 SUBMITTAL A. PRODUCT DATA: WITHIN 15 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT THREE (3) COPIES OF: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION. 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. 3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE OWNER WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. B. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO (2) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL: 1. COPY OF THE APPROVED RECORD DOCUMENTS FOR THIS PORTION OF THE WORK. 2. COPIES OF ALL CIRCUIT DIRECTORIES. 3. COPIES OF ALL WARRANTIES AND GUARANTIES. 4. CONTROL SCHEMATICS AND WRITTEN SITP-BY-STEP DESCRIPTION OF THE CONTROL FUNCTIONS. 1 .4 WARRANTY A. PROVIDE ONE YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DAT£ OF COMMISSIONING. 175 Celle Megclelene, Suite 101 Encinites, CA 92024 (760) 753-1120 MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19671 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-53-FINAL PART 2 -PRODUCTS 2.1 GENERAL WHERE UNDERWRITERS' LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE UL LABEL A. TEMPORARY POWER: 1. THE CONTRACTOR, AT HIS OWN EXPENSE, WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED. 2.2 SERVICE ENTRANCE (METER PEDESTAL) AND POWER PEDESTAL: A. PROVIDE FACTORY ASSEMBLED, DEAD FRONT, BRACED AS SHOWN ON THE DRAWINGS, WITH EQUIPMENT BUSING CONNECTION, CIRCUIT BREAKERS, AND SIMILAR COMPONENTS AS SHOWN ON THE DRAWINGS OR REQUIRED FOR PROPER COMPLETION, POWER PEDESTAL AND METER PEDESTAL SHALL BE AS MANUFACTURED BY TESCO INC., MYERS METER PEDESTAL OR EQUAL. 4. OUTLETS, JUNCTION BOXES, AND SWITCH BOXES: PROVIDE STANDARD ONE-PIECE UNITS, GALVANIZED OR CAST METAL, OF SHAPE AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION, OF SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. D. CONDUCTORS: 1. FOR LINE VOLTAGES, PROVIDE 600V INSULATED COPPER WIRE AND CABLE, NEC STANDARD, OF TYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS, WITH UL LABEL, AGENCIES HAVING JURISDICTION. 2. WITH CONDUCTORS, PROVIDE INSULATING BUSHINGS OR INSULATING SLEEVES. 3. FOR WIRE AND CABLE, PROVIDE XHHW OR THHN/THWN. A. IDENTIFY FEEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT. B. USE ONLY COPPER WIRES AND CABLIES. B. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) REQUIREMENTS. 4. FOR INSTRUMENT WIRING, PROVIDE 300V PVC INSULATED COPPER WIRE, SINGLE PAIR, SHIELDED WITH DRAIN WIRE. SUITABLE FOR WET AND DRY LOCATIONS. C. CONTROL CABINET WITH FULL HEIGHT HINGED DOOR, MATCHING IN APPEARANCE AND STYLE OF THE LINEUP, TERMINAL BLOCKS AND A WHITE INTERIOR MOUNTING PAN. 2.3 GROUNDING SYSTEM A. GROUND ALL EQUIPMENT, INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS, AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO COLD WATER MAIN OR TO INDEPENDENT GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND CLAMPS MANUFACTURED BY BURNDY OR T&B, AND APPROVED BY THE OWNER. B. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR IF ISOLATION COUPLINGS HAVE BEEN USED. 1. LOCATE GROUND RODS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECEIVE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEAST 8'-0. 2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE NOT MORE THAN 5 OHMS RESISTANCE, ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL. 3. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION. 2.4 DISTRIBUTION SYSTEM A. IDENTIFICATION: 1. IDENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES, AND EQUIPMENT. 2. PROVIDE PLASTIC LAMINATE NAMEPLATES, BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2" X 1" HIGH NAMEPLATE. B. WIRING DEVICES: 1. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WITH THE THIRD POLE Li-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM, UL APPROVED GROUND FAULT INTERRUPTER (GFI) AND WEATHER-PROOF TYPE. C. ABOVE FLOOR RACEWAYS: 1. PROVIDE RIGID GALVANIZED STEEL CONDUIT (RGS), FOR ALL CONDUIT CONCEALED IN THE WALLS, ABOVE THE CEILINGS, OR IN FLOOR SLABS. ALL EXPOSED CONDUITS SHALL BE PVC COATED ( 40 MILS THICK) RGS. A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB, PROVIDE RIGID GALVANIZED STEEL CONDUIT. 2. PVC CONDUIT (SCH 40) MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEALTITE TYPE OR EQUAL. 2.5 LIGHTING FIXTURES A. PROVIDE FIXTURES OF THE TYPES SHOWN ON THE DRAWINGS, COMPLETE WITH LAMPS AND MOUNTING HARDWARE. 2.6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNITS, OR EQUAL AS APPROVED IN ADVANCE BY THE OWNER OF THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND OTHERWISE REQUIRED FOR THE FACILITY, AND WITH THE FOLLOWING: 1. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-70. 2. INCLUDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED, WITH THERMAL OVERLOADS. 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. 5. EQUIPPED WITH OVERLOADS IN EACH UNGROUNDED LEG. 2.7 TELEMETRY SYSTEM PROVIDE A COMPLETE TELEMETRY SYSTEM PER CWWD REQUIREMENTS AND AS SHOWN ON DRAWINGS. • FOR CONTINUATION, SEE SPE-2 * DISCIPLINE DWG NO SPE-1 [sHml CITY OF CARLSBAD SHEETS t----+----t--------------t----t---+--t------i L..l.l±J ENGINEERING DEPARTMENT 115 t----+----t--------------t----t---+--t------J ,...----------------1--i-T _____________ I_I __ I_I_I IMPROVEMENT PLANS FOR: 1---+--+-------------+---+---1---t-----J C WR F PIPE LI NE TO "D" TANKS REACHES I a 3 -t:W Ill I ,..,, AEC0111D ors•• tM &1. nw .us,, 11 Plll'II', BIIIE1) llPIII ·fi.'.'f'.-';\'f'O!I fUflNl8HEI) BV OTIE?.S.. Wl!U llll8 ~TICII IS <'· 'f"' ,. ··o ilE AFi MF "'1!11 I J CA!frlOl' AS6lff !JS M!CIJP•Cr. I'!'!'> ".''< .• •.••. ····-. ~-=•rY.'""'''""~'-'",.,..,'"°""'"'"~ =·,._,re--· .--, .. ·"'l_.,11;:;.,..;,•_.g;n.;n i~""-·""'>'1'-....,s ~ff" 1n=c l"!a;;.·.vr: -~ , , ..... ~ ~ ~OH cll:,,.:.,,JS OR ulBUIIJNS WIIClt MAY ~Ye BE8I l~iEO t/TO IT Nr, A -.r. Tll0IE IIEl.\'IIIS (3" THIS AFOOIID OIW'lffi ,,if b~ TO OBTAIN IN..S SlllBII fEJIIFICATIOII OF 119 Alt'l~•at' !lii.FOR& APPLYING IT FOR ANT PURPOil. "AS-BUil T" REVIEWED BY, WJl~"" ~1 INSPECTOR DATE I DATE INITIAL ENGINEER Of WORK J+-5-Bt/lLT DAT£ INITIAL DAT£ INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL AVENIOA ENCINAS PRESSURE REDUCING STATION PRS -ELECTRICAL SPECIFICATION I APPROVED \lv1LLIAM E. PLUMMER f£W1e--1'.'. ~--..,,__,, 2•2Z-o3 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DATE Dl'iN BY: o.sY I PROJECT NO. I DRAWING NO. CHKD BY: MB 38871-A 403-1B RVWO BY: ·032304 t' rg Cl) w ::I: ~ ~ w ..J C <( ~ .... :e .... ..J .,=. G) <( z 0 .s:. ~ -pj .... 0 ..... (,,) U, I ..... m 2.8 TOP MOUNTED FLOAT LEVEL SWITCHES (SINGLE POINT DETECTION) A. TOP MOUNTED FLOAT ACTUATED SINGLE POINT LEVEL SWITCHES SHALL CONSIST OF A FLOAT, A ROD, AND A MAGNETIC ACTUATOR WHICH SLIDES UP AND DOWN IN A NON-MAGNETIC GUIDE TUBE. A PERMANENT MAGNET ATTACHED TO A PIVOTING MERCURY SWITCH SNAP AGAINST THE GUIDE WHEN THE FLOAT PUSHES THE ACTUATOR UP, IN TURN TILTING THE MERCURY SWITCH. FLOAT, TRIM, AND SLEEVE SHALL ALL BE CONSTRUCTED OF 316 STAINLESS STEEL. THE SWITCH SHALL BE A DPDT VIBRATION RESISTANT MERCURY SWITCH WITH A MINIMUM RATING OF 4 AMPS AT 120V AC. 2.9 ELECTRONIC PRESSURE TRANSMITTERS: A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH CONTINUOUSLY ADJUSTABLE SPAN, ZERO AD DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS, SOLID STATE CIRCUITRY AND 4-20 mA OUTPUTS. ACCURACY SHALL BE PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS WETTED AND BODY MATERIALS SHALL BE 316 SS. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL BE 0-250 PSI. 2.10 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. PART 3 -EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: 1. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK THIS SECTION. 2. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. B. DATA INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTIED. THE EXACT LOCATIONS, DISTANCES, LEVELS, AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCTION AND THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD. C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE LOCATE AS DETERMINED IN THE FIELD BY THE OWNER. WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. D. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE SITE OF CONSTRUCTION. E. BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS HAVE BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY AS SHOWN ON THE DRAWINGS, EXCEPT AS OTHERWISE APPROVED IN ADVANCE BY THE OWNER. F. THE ELECTRICAL DRAWINGS ARE DIAGRAMATIC, BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. WHERE DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCTION AND THE WORK OF OTHER TRADES, MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. I • 175 Colle Mogdoleno, Suite 101 Encinitas, CA ~024 (780) 753-1120 MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 97()..2000 127-53-FINAL 3.3 INSTALLATION OF RACEWAYS AND FITTINGS A. WHERE CONDUIT IS INSTALLED, OR EXPOSED IN WORK AREAS. 1. PAINT OR WRAP ELBOWS. 2. SEAL JOINTS TO PREVENT ENTRANCE OF WATER. 3. PROVIDE GROUND WIRE OF PROPER SIZE. 4. USE NYLON (RATHER THAN STEEL) FISH TAPE. B. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTOR CONNECTIONS, OR WHERE SUBJECT TO VIBRATION. 3.4 INSTALLATION OF POWER EQUIPMENT A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS. 8. CONNECTIONS TO MISCELLANEOUS EQUIPMENT: 1. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL POWER IS REQUIRED. 2. COORDINATE AS NECESSARY WITH OTHER TRADES AND SUPPLIERS TO VERIFY TYPES, NUMBERS, AND LOCATIONS OF EQUIPMENT. 3.5 INSTALLATION OF CONDUCTORS A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 2D AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLTAGE DROPS. B. THE NUMBER OF WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS. 1. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12 CONDUCTORS. 2. WHERE CONDUIT SIZE IS NOT SHOWN, INSTALL 3/4" CONDUIT. 3. PROVIDE CODE SIZED CONDUIT FOR NUMBER AND SIZE WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE CONDUIT IS SHOWN ON THE DRAWINGS. C. USE IDENTIFIED (WHITE) NEUTRALS AND COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING. 1. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING. a. FOR WIRES SIZE 6 AWG AND SMALLER, PROVIDE "SCOTCH-LOCK" CONNECTORS. b. FOR WIRE SIZE 4 AWG AND LARGER, PROVIDE BURNDY 'VERSITAPS" AND HEAVY DUTY CONNECTORS, OR T&B "LOCK TITE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLASTIC ELECTRICAL TAPE WHERE INSULATION IS REQUIRED. D. TAPE ALL JOINTS WITH RUBBER TAPE 1 1/2 TIMES THE THICKNESS OF THE CONDUCTOR INSULATION, THEN COVER WITH THE FRICTION TAPE OR THE VINYL-PLASTIC ELECTRICAL TAPE SPECIFIED ABOVE. E. THE DR(IWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS. CONTINUE ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTIES WHERE SHOWN COMPLETELY. 3.6 INSTALLATION OF POWER AND METER PEDESTALS: A. INSTALL AS SHOWN ON THE DRAWINGS. B. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. C. INSTALL TELEMETRY COMPONENTS PER CMWD REQUIREMENTS. 3.7 TESTING AND INSPECTION A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN ADVANCE OF EACH OF THE FOLLOWING STAGES OF CONSTRUCTION: 1. IN THE UNDERGROUND CONDITION PRIOR TO PLACING CONCRETE FLOOR SLAB, WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN PLACE. 2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT COVERED; 3. AT COMPLETION OF THE WORK OF THIS SECTION. C. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO NOT COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NON-COMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER. D. IN THE OWNER'S PRESENCE: 1. TEST ALL PARTS OF THE ELECTRICAL SYSTEM AND PROVE THAT ALL SUCH ITEMS PROVIDED UNDER THIS SECTION FUNCTION ELECTRICALLY IN THE REQUIRED MANNER. 2. IMMEDIATELY SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 3. ALSO, MEASURE VOLTAGES BETWEEN PHASES AND BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE VOLTAGES TO THE OWNER. 3.8 PROJECT COMPLETION A. UPON COMPLETION OF THE WORK OF THIS SECTION, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREASE, OIL, AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED. B. THOROUGHLY INDOCTRINATIE THE OWNER'S OPERATION AND MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS AND MAINTENANCE MANUAL REQUIRED TO BE SUBMITTED UNDER THESE SPECIFICATIONS. C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED FOREMAN AND CREW TO PERFORM SUCH ELECTRICAL WORK AS MAY BE REQUIRED BY THE OWNER. •• END SECTION** DISCIPLINE DWG NO SPE-2 fSHEE1l CITY OF CARLSBAD t-----+---+----------------1---+---+--t-------l ~ ENGINEERING DEPARTMENT t-----+---+----------------1---+---+--t-------l SHEETS 115 II 11 "AS-BUil T" ~ &, ;> .• , p Y& 1z2 ExP. 12/u!o~ ~PECTOR i ' IMPROVEMENT PLANS FOR: CWRF PIPELINE TO "D" TANKS REACHES I 8 3 AVENIDA ENCINAS PRESSURE REDUCING STATION 3'-3,,-0C:::. l---+--+--------------1-----+---+--t---l ~==°==='Pc=R=S====:=-=E=L=EC==T=R~IC==A=L~S:;=PE=C=IF::::::IC=A=IT=O=N===2==:=: APP~0lf:D WILLIAM ~UMMER DATE 1-1r;-oe DATE DA lE INITIAL ENGINEER OF WORK DA lE INITIAL REVISION DESCRIPTION OTHER APPROVAL /ll~ Z ~-uuz• 7-·;rz-d3 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/06 DAlE DWN BY: o.sY PROJECT NO. DRAWING NO. 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