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HomeMy WebLinkAboutDWG 406-1; 3843; EL CAMINO REAL 24 INCH TRANSMISSION MAIN; 01-19----1r---- l MARRON RO DEL Ii ~KE CALAVERA <(_ PKWY ALGA BATIQUITOS \)\GOON VICINITY MAP NO SCALE CONSTRUCTION PLANS FOR EL CAMINO REAL 24-INCH TRANSMISSION MAIN AND FLO CONTROL STATION CONTRACT NO. 38431 PROJECT LOCATION EL CAMINO REAL 24-INCH TRANSMISSION MAIN RD RO AVE OUVENHAIN CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT ANN J. KULCHIN -VICE PRESIDENT MATT HALL -DIRECTOR MARK PACKARD -DIRECTOR JULIE NYGAARD -DIRECTOR LOCATION MAP NO SCALE fARADAY LISA HILDABRAND -ACTING EXECUTIVE MANAGER GLENN PRUIM -PUBLIC WORKS DIRECTOR WILLIAM E. PLUMMER -DEPUTY CITY ENGINEER FOR DESIGN FEBRUARY 2008 Kennedy/ Jenks Consultants 10920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 K/J J. No. 0787102.00 Designed By: RPM, BAC Drown Bv: BAC Checked By: MAT (RECORD DRAWINGS] R.C.E. NO. 2-4087 06/2010 BAG ISSUED FOR RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR ANO OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY TI-lE CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS AND DOES NOT WARRANT TI--lE ACCUR/1..CY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. "AS BUILT" ~{ ~/4: N?.ltJ RCEJ'fC,'dJ EXP. /2-J/. // DATE REVIEWED BY: ( ~CT~R ., ~=1,~~-,r=--I 1 /0--1 /-z,,><o DATE W CITY OF CARLSBAD CTrJ >-----<----+-----------t----+----+---+---------1 ENGINEERING DEPARTMENT 9 l----i----+-----------t----+----+---+---------1 EL CAMINO REAL 24' TRANSMISSION MAIN ANO FLOW CONTROL STATION TITLE SHEET APPROVED WILLIA~£. P UMM£R 1----<----+-----------+----+----+---+---------1 AJ!V.A.,,,~ Iva.,,..._ 11•4.,.L• t------t----+-----------+----+----+--+--Wuf?crrfENGINE R RCEJ',n~ EXP.~~1.1-:,_ DATE t------t----+-----------+----+----+--+--DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD 8Y: __ ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L'c!~:!!c'D:_,>_8Y"_c: ==.l PROJECT NO. DRAWING NO. C.I.P. 3843 406-1 O' 3 u ~ I 0 I ~ I I- I (/] I ,-.. U) <D st N 0 I N 0 ~ ,-.. V> 0 ro ,-.. ::I :E ~ 11) ,-.. 11) G) U) rl-<D I-> st N ~ 0 0 ~ / -+, >-~ I-> i:} I ~ I-> u 0 .0 "' -.: 0 0 / N ,. I INDEX OF SHEETS SHEET NO. TITLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 TITLE SHEET GENERAL NOTES PLAN AND PROFILE-STA 1+00 TO 11+00 PLAN AND PROFILE-STA 11+00 TO 20+96.85 CONNECTION DETAILS FLOW CONTROL VALVE VAULT PLAN AND SECTION FLOW CONTROL VALVE VAULT AND PIPELINE DETAILS ELECTRICAL LEGEND AND SINGLE LINE DIAGRAM ELECTRICAL PLANS AND DETAILS PAVEMENT OVERLAY TRAFFIC CONTROL -GENERAL NOTES TRAFFIC CONTROL PLAN-STAGE 1 TRAFFIC CONTROL PLAN -STAGE 1 TRAFFIC CONTROL PLAN -STAGE 1 TRAFFIC CONTROL PLAN -STAGE 2 TRAFFIC CONTROL PLAN -STAGE 2 TRAFFIC CONTROL PLAN -STAGE 2 TRAFFIC CONTROL PLAN -STAGE 3 TRAFFIC CONTROL PLAN -STAGE 3 CROSS REFERENCING SYSTEM 1. A SECTION CUT IS IDENTIFIED AS FOLLOWS: t-DIRECTION OF VIEW DRAWING NUMBER \'/HERE SECTION ORIGINA TEO - 2. TI-IE SECTION IS IDENTIFIED AS FOLLOWS: SECTION SCALE: 1" = 10' DRAWING NUMBER \'/HERE SECTION ORIGINA TEO ' . / ); - I ~--SECTION LETTER --DRAWING \'/HERE SECTION IS SHOWN SECTION LETTER '---DRAWING \'/HERE SECTION IS SHOWN 3. DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO ll-lAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATI-IER ll-lAN LETTERS. DETAIL N.T.S. DRAWING NUMBER \'/HERE DETAIL ORIGINATED NOTES: - DETAIL NUMBER DRAWING \'/HERE DETAIL IS SHOWN 1. ll-llS IS A GENERALIZED LEGEND SHEET. ll-llS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. DIG ALERT DIAL TOLL FREE AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PIPELINE AND VAULT ABBREVIATIONS AB AGGREG_ATE BASE AC ACP AH AR/VV BFV ~ CM CML&C CMWD C.P. T.S. DIA DIP DR DWG (E) EL FL FLG FO FW GV HORIZ HOPE MBO MAX MAR MIN MJ (N) NC NO. PE PJ PSI PVC PZ R R/W SDG&E ss SSPWC STA STL TP TYP VCP W/ ASPHALTIC CONCRETE ASBESTOS CEMENT PIPE ACCESS HOLE AIR RELEASE AND VACUUM VALVE BUTTERFLY VALVE CENTERLINE CENTIMETER CEMENT MORTAR LINED ANO COATED CARLSBAD MUNICIPAL WATER DISTRICT CATIHODIC PROTECTION STATION DIAMETER DUCTILE IRON PIPE DIMENSION RA 170 DRAWING EXISTING ELEVATION FLOW LINE FLANGE FIBER OPTICS CABLE FULLY WIELDED GATE VALVE HORIZONTAL HIGH DENSITY POL YETIHYLENE MANUAL BLOW-OFF ASSEMBLY MAXIMUM MANUAL AIR RELEASE ASSEMBLY MINIMUM MECHANICAL JOINT NEW NORMALLY CLOSED NUMBER PLAIN END PUSH JOINT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PRESSURE ZONE RADIUS RIGHT-OF-WAY SAN DIEGO GAS ANO ELECTRIC STAINLESS STEEL STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STATION STEEL TOP OF PIPE TYPICAL 'v1TRIFIED CLAY PIPE WITIH SIDEWALK, CURB AND GUTTER ABBREVIATIONS C/G CURB & GUTTER D/W DRIVEWAY R/R REMOVE/REPLACE S/W SIDEWALK DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM TIHE ENGINEER OF WORK FOR TIHIS PROJECT, TIHA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER TIHE DESIGN OF TIHE PROJECT AS DEFINED IN SECTION 6703 OF TIHE BUSINESS ANO PROFESSIONS CODE, AND TIHAT TIHE DESIGN IS CONSISTENT WITIH CURRENT STANDARDS. I UNDERSTAND TIHAT TIHE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TIHE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ______________ _ ADDRESS_· ____________ _ CITY, ST._· ____________ _ TELEPHONE: ____________ _ BY: -----~---------DATE: _______ _ (NAME OF ENGINEER) R.C.E. NO.~: ____________ _ REGISTRATION EXPIRATION DAT~•·------ SYMBOLS w 25 X ---4"G ---FO ---10"F FM --- s --- ---SD T --- ------ ------ ------- - EXISTING NEW EXISTING WATER LINE EXISTING CONTOUR NEW CONTOUR EXISTING FENCE NEW FENCE EXISTING GAS LINE EXISTING FIBER OPTIC LINE EXISTING FUEL LINE EXISTING FORCE MAIN EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING TELEPHONE LINE (E) RIGHT OF WAY/PROPERTY {N) RIGHT OF WAY /PROPERTY {N) EASEMENT STREET CENTERLINE BLOW OFF CONNECTION AR/W CONNECTION EXISTING GATE VALVE GATE VALVE BUTTERFLY VAL VE PLUG VALVE STANDARD WATER NOTES 1. TI-IE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TIHE Dl'v1SION OF INDUSTRIAL SAFETY AND PRO'v1DE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PRO'v1SIONS OF TIHE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM TIHE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT SUPERINTENDENT. BASIS OF BEARINGS TIHE BASIS OF BEARINGS FOR TIHIS SURVEY IS TIHE NORTIH AMERICAN DA TUM OF 1983, CALIFORNIA COORDINATE SYSTEM, ZONE 6, GRID BEARING BETWIEEN CITY OF CARLSBAD CONTROL MONUMENTS "CLSB 108" AND "CLSB 097", I.E. N28"00'06"W. {SEE ROS 17271) NAME CLSB 108 CLSB 097 NORTIHING EASTING 1996668.568 6248032.918 NAO 83, ZONE 6, 1999.92 EPOCH 1992629.317 6250180.788 NAO 83, ZONE 6, 1999.92 EPOCH COORDINATES SHOWN HEREON ARE GRID COORDINATES BENCHMARK TIHE BENCHMARK FOR TIHIS SURVEY IS TIHE CITY OF CARLSBAD CONTROL MONUMENT "CLSB 108" A 2 1/2" DISK STAMPED CLSB 108 L.S. 6215 SET IN TIHE TOP OF A STORM DRAIN INLET ON TIHE NORTIH SIDE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE. ELEVATION = 248.598 NAVO 88 NOTE: TIHE VERTICAL CONTROL FOR TIHIS SURVEY IS ON llHE NORTIH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) WHICH IS APPROXIMATELY 2.2' HIGHER TIHAN TIHE NORTIH AMERICAN VERTICAL DATUM OF 1929 (NAVD29) COMMONLY REFER TO AS MEAN SEA LEVEL (MSL). ELEVATIONS OF FIXED OBJECTS TAKEN FROM ANY AS-BUil T PLANS OR DOCUMENTS SHOULD BE CHECKED FOR TIHE VERTICAL DA TUM TIHA T WAS USED FOR DESIGN AND CONSTRUCTION. MONUMENT LEGEND (SCREENED ON DRAWINGS) @ FD. STREET MONUMENT STAMPED SDCO ENGR PER R/S 1800-1 @ FD. STREET MONUMENT STAMPED LS 3189 PER MAP 10330 © FO. STREET MONUMENT STAMPED RCE 26433 PER PARCEL MAP 18416 @ FD. 3/4" IRON PIPE W/DISC STAMPED LS 3189 PER PARCEL MAP 13199 © FD. 3/4" IRON PIPE W/DISC STAMPED RCE 6486 PER PARCEL MAP 1703 ® FD. STREET MONUMENT STAMPED LS 3246 PER PARCEL MAP 18059 © FD. SPIKE NO RECORD ACCEPTED AS A POINT ON CENTERLINE ® FD. LEAD AND DISC ST AMPED LS 4539 AT 6' OFFSET PER MAP 14060 REFERENCE DRAWINGS 1. COSTA REAL MUNICIPAL WATER DISTRICT {CRMWD) DRAWING NUMBER CRMWD 85-605, SHEET 2 OF 25. 2. CARLSBAD MUNICIPAL WATER DISTRICT DRAWING NUMBER CRMWD 85-605, SHEET 4 OF 16. 3. CITY TO PROVIDE TEST HOLE DATA COMPLETED BY AIRX UTILITY SURVEYORS, ENCINITAS, CALIFORNIA COMPLETED NOVEMBER 16, 2002. [RECORD DRAWINGS] R.C.E. NO. 24087 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY THE CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS ANO DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF TI-iESE RECORD DRAWINGS ASSUME ALL RISK Of LOSS RESULTING FROM TI-iEIR USE. "AS BUILT" t4¢U.~ 7-17-1() RC-.EJ.. '/017 EXP. IZ-!./-lt) DATE REVIEWED BY: ~ .~O dl ,,/_ ,/_ . INSPECTOR • ~ 06/2010 BAC ISSUED FOR RECORD DRAWING /~~ .. ~I SHEET I CITY OF CARLSBAD ~ t---+---t-----------------t----tf----t---+-----1 2 ENGINEERING DEPARTMENT 9 t---+---t-----------------1----lf----t---+-----I Kennedy/ Jenks Consultants 1 0920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 {858) 676-3620 FAX {858) 676-3625 K/J J. No. 0787102.00 Desioned Bv: RPM, BAC Drawn By: BAC Checked By: MAT EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION GENERAL NOTES APPROVED WILL/A~P UMME.R l---+-----+-----------------1----lf----1---+-----I ..d.l..N"~ ,.:, . ·-·· ,I_,~ ... /" t---+---t-----------------1----lf----t---+-----I DEPUTYrClrfENGII EER RCE .ffn" EXP. 'Jll .,,.1,•-DATE 1---+-----+-----------------1----1r----+---+-----1 OWN BY: ----1 PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER or WORI REVisioN oEscRIPTioN OTHER APPROVAL CllY APPROVAL c,:FNW""""D'-'BY"'':.====.I ~_c_._1._P_._3_8_4_3~ DRAWING NO. 406-1 0 0 r, w >-..: 0 >- " ii' " <JO $ 0 ,-~ I J I •'< I ~ r .f, I c-- 0 0 , N Cl I (',/ Cl ,-,, 0 r-- () ,/ ,, D 0 ~ (',/ 0 < ~ •..) u 0 g C 0 0 ./ ~· V'> 0 -=:,-:E <l) <l) G) rl- N 0 +:> 0 -h r-" (J) I \.0 r-" I I I ' 270 265 Z 260 0 ~ <{ ) 255 w .J w 250 245 240 \ \ 1+00 40NSTRUCT 1,000.00' OF 24" DIP CL-50 WITH POLYETHYLENE PER SPEC. ~;;:1~-~~·2.05(5.); PROVIDE BOND WIRES ALL JOINTS PER CMWD STD DWG NO. W32 PROFILE SCALES: HORIZ. 1" = 40' VERT. 1• = 4' 0 40 1•::40' [RECORD DRAWINGS) THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR ANO OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY THE CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS AND DOES NOT WARRANT Tl-IE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF TI--lESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. K/J J. No. .. ~---··-- i:>RES~URE-20 ~ E-4 9 0--: I 7+00 8+00 N 80 HORIZ. Kennedy/ Jenks Consultants 10920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 0787102.00 Desianed Bv: RPM, BAC Drawn By: BAC Checked By: MAT ----' ' • i ' j. i I . ' I I 9+00 10+00 DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION I 300 295 'q' 290 I-z w w 0 ::c -(/) F" w 285 <{ w en > w .J w 280 275 270 11+00 WATERLINE ALIGNMENT DATA BEARING LENGTH OR No. OR DELTA RADIUS (FT) REMARKS CD S52'39'00"±E 35.5±' 24" DIP, PZ 490 CD S49'21 '08"E 88.00' 24" DIP, PZ 490 CD S46'52'08"E 59.00' 24" DIP, PZ 490 CD S42'39'36"E 138.36' 24" DIP, PZ 490 CD S41'04'37"E 76.63' 24" DIP, PZ 490 CD S35'54'01 "E 60.00' 24" DIP, PZ 490 CD 6=13'25'46" 1,842.40' 24" DIP, PZ 490 CD S24'07' 37"E 20.00' 24" DIP, PZ 490 CD S22' 34'23 "E 90.92' 24" DIP, PZ 490 NOTE: NOTES: EXISTING FUEL LINES OWNED AND OPERATED BY KINDER MORGAN (SEE LIST OF UTILITIES ON SHEET 2) 1. CONTRACTOR SHALL INSTALL 12" TEMPORARY ABOVE-GROUND BY-PASS PIPELINE. SHUTDOWN OF EXISTING WATER LINE SHALL NOT EXCEED B HOURS. PROVIDE WELDED BLIND FLANGE CONNECTION TO EXISTING PIPE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR BY-PASS SYSTEM FOR APPROVAL PRIOR TO CONSTRUCTION. 2. CATHODIC PROTECTION STATION INSTALL PER CITY OF CARLSBAD STANDARD DRAWING W26, BURIED INSULATING FLANGE PER W31, AND MECHANICAL JOINT BONDS PER W32. R.C.E. NO. 24087 "AS BUILT" ~//L 7-11-/(} RCE,)'f~8? EXP. /2 ·J/-// DATE EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION PLAN AND PROFILE STA. 1+00 TO STA 11+00 APPROVED WILLIAM 11. UMMER ~~· c ~ ~k f /,/4',0 DEU' llY ENCINEE i!'( " EXP,S4pii DATE I DWN BY: t--DA_TE_~IN_ITIA_L-t_DA_TE~~I_NITIA~L--t CHKO BY: -~~ OlliER APPROVAL CllY APPROVAL . RVW0 BY: PROJECT NO. C.I.P. 3843 DRAWING NO. 406-1 0 • . , I u I ~-I .... I </' I ,-.. "' . ., ~ Cs C"'c I c-.. '~ ,.. ,0 ,.. ~ ? ,-.. (/) 0 "' "' -::r ~ ~ (t) N 0 (t) G) < ..-+ -u w '-' 0 +:> 0 ...... 0 ~ I-" O'l s;: I -0 I.O I-" u ., ' D -,: u -v -~ 0 • 0. 0 11 NOT A PART CONSTRjCT 996.85' OF 24" DIP CL-50 WITH POL YET HYLE NE ENCASEMENT PER ::~: -0:510-4: 2-05(5.) PROVIDE BONO WIRES ALL JOINTS PER CMWO STD OWG NO. 325 320 315 Z 310 0 -I- ~ )305 w .J w 300 295 290 11 +DD 12+00 13+00 14+00 . SIDEWALK ANO CURB ANO GVTTER REPLACEMENT SCHEDULE (SEE NOTE BELOW) (D -STA 16+90± BEGIN R/R, S/W, ~ C/G PER SDRSD @ -STA 17+01.5± ENO R/R, S/W, ~ C/G PER SDRSD @ -STA 17+46.5± BEGIN R/R, s;wj C/G, & D/W PER MODIFIED SDRSD G-14A t=a· PC COVER a· CL. II AGGREGATE BASE © -STA 17+72.5± ENO R/R, S/W, ¢/G, & D/W PER MODIFIED SDRSD G-14A t=a· PC COVER a· CL. II AGGREGATE BASE @ -STA 18+42.5± BEGIN R/R, S/W,j C/G, PER SDRSD PROFILE SCALES: HORIZ. 1 • = 40' VERT. 1• = 4' 0 1•==40' 40 ... ,., II N 80 HORIZ. @ -STA 18+67.5± £ND R/R, S/W, ¢/G, PER SDRSD i (!) -STA 19+ 71 ± BEGIN R/R, S/W, .jc C/G PER SDRSD @ -STA 20+22.5± END R/R, s/w. i C/G PER SDRSD (RECORD DRAWINGS) NOTE: • R/R, S/W, & C/G TO BE REMOV£D AND INSTALLED PER SDRSD G-2, G-7 (5' WIDE) AND G-11. (SEE ABBREVIATION ON SHEET 2) THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY THE CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK Of LOSS RESULTING FROM THEIR USE. Kennedy/ Jenks Consultants 10920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 K/J J. No. 0787102.00 Desiqned By: RPM, BAC Drawn By: BAC Checked DATE INITIAL By: MAT ENGINEER OF WOR REVISION DESCRIPTION W32 I f . DATE INITIAL OlliER APPROVAL DATE No. ® ® CID @) ® ® NOTE: NOTE: WATERLINE ALIGNMENT DATA BEARING LENGTH OR OR DELTA RADIUS (FT) REMARKS S22"34'23"E 34.81' 24" DIP, PZ 490 S2S23'01"E 417.35' 24" DIP, PZ 490 S27'07'16"E 102.31' 24" DIP, PZ 490/550 S32"04' 4 7"E 151.75' 24" DIP, PZ 550 S35"44'25"E 155.00' 24" DIP, PZ 550 S38'24'39"±E 123.03±' 24" DIP, PZ 550 EXISTING FUEL LINES OWNED AND OPERATED BY KINDER MORGAN (SEE UST OF UTILITIES ON SHEET 2) 1. CATHODIC PROTECTION STATION INSTALL PER CITY OF CARLSBAD STANDARD DRAWING W26, BURIED INSULATING FLANGE PER W31, AND MECHANICAL JOINT BONDS PER W32. (E) 12'Lx8'Wx6.5'H VAULT (E) PLUG VALVE CUT EXISTING PIPE (E) MANHOLE COVER/ENTRANCE ANO PROVIDE SLURRY PLUG.--, (E) METER NOTE: -------~ ~-------' ' -------1v~------- CUT EXISTING PIPE ANO PROVIDE SLURRY PLUG.----~ (E) 8'Lx4'Wx6'H VAULT (E) 20• WATERLINE 1. REMOVE AND DISPOSE EXISTING PLUG VALVE ANO METER.DISCONNECT (E) POWER SUPPLY (COORDINATE WITH CITY OPERATIONS) 2. 3. REMOVE MANHOLE COVERS AND fRAMES (2) TO 24" BELOW PAVEMENT GRADE. 325 4. fill VAULTS (2) WITH CRUSHED ROCK (APPROXIMATELY 32 CUBIC YARDS). 5. POUR 8" THICK NON-REINFORCED CONCRETE OVER MANHOLE OPENING. REPLACE AC PAVEMENT TO MATCH EXISTING GRADE. 320 VAULT ABANDONMENT DETAIL @ SCALE: NOT TO SCALE 44 (N) THRUST BLOCK (E) a• ACP PER CM'Ml STD. DWG. 315 NO. W17 (8 Sf) (N) DIP x ACP JC.=ll£.;;~-(N) a• DIP PE X PE ADAPTER RESTRAINED (N) 45' ELBOW fLG X MJ RESTRAINED (2 REQ'D) (N) 8"x18" SPOOL w/2" MAR 310 (N) 8" GV fLGO x FLGD (E) 24" DIP • (N) 24"x 24"x12" fLGD TEE CENTER (N) 24" DIP REMOVE INTERFERING PORTION OF (E) a• ~•·-~-~AT STA. 11+63± ACP, PLUG E.,,N::_D ___ --J v,nH GROUT- 295 R.C.E. NO. 24087 (N) THRUST BLOCKS TYP OF 3 PER CARLSBAD MUNICIPAL WATER DISTRICT STD Wl 5, W16 AND W17 7 4 4 290 "AS BUILT" INITIAL ~/. £&_ .7-/,J·lt? -~ EXP. /Z,.J/·// DATE ,if of tm,o DATE EL CAMINO REAL 24" TRANSMISSION MAIN ANO FLOW CONTROL STATION PLAN AND PROFILE STA. 11 +00 TO STA 20+96.85± PROJECT NO. DRAWING NO. CITY APPROVAL OWN BY: ----1 CHKD BY: ----1 RVWD BY: C.I.P. 3843 406-1 L---------+----------------------------------------------------------------------,, I I REMOVE SPOOL, INSTALL TEMPORARY O' ELBOW TO SERVE BYPASS DURING CONSTRUC~ON (E) 6" DIP TO BLOWOfF VALVE (E) 6" BLOWOFF VALVE (E) 20• DIP (N) 24• STL FIELD WELDED E BUTT STRAP PER DETAIL (E) 20• STL TO BE CUT, FILL VvtTH J' MORTAR CAP AND LEFT IN Pl.ACE (N) 2" OUTLET PER CMWD STD. DWG. NO. W9 ---, (N) 24" DIP 5 7 (N) 24" DIP ADAPTER FLGxMJ RESTRAINED ------' -ti • <O I "' 4• -6" CUT (E) 20" DIP AND CONNECT TO PROPOSED 2o·x 24• MJ REDUCER, CENTER OF REDUCER IS AT STA 1+00.0± (N) THRUST BLOCK PER CMWD STD. DWG. NO. W18 (PROVIDE 18 SF.) STA. 1+00.0± ~ STA. 373+33.0± PER DWG. NO. CMWD 85-101 N 1,996,544.494± E 6,247,397.595± BEGIN PROJECT (E) 24" STL WATER LINE (N) 24" STL SPOOL PExFLG (N) 24" DIP ADAPTER FLGxMJ RESTRAINED (N) Fl.ANGE INSUI.A TING KIT (N) 24" BUTTERFLY VALVE, FLGD ,,,,--(E) 20" STL TO BE CUT, FILL VvtTH 3' MORTAR CAP AND [:;'c'..~'.1•;·i,:' . -----6 LEFT IN PLACE rrfY;t~ -···--·-. _,_____ --r (N) 24" BUTTERFLY VALVE, FLG /_ (E) 24" DIP 5' (N) 2" OUTLET PER CMWD STD. DWG. NO. W9 "--(N) 24" DIP ADAPTER FLGxMJ RESTRAINED "-._ (N) 24" FLG TEE CENTER AT STA. 3+ 71.55± CONNECTION DETAIL AT STA. 3+76.63± COUGAR DRIVE INT 2 SCALE 1/4" = 1'-01' 3 5 REMOVE APPROX 75' OF EXIST 20" DIP (N) 24" DIP CONNECTION DETAIL AT STA 1+00± SCALE 1 / 4" = 1' -0" ORDER OF WORK FOR FARADAY AVE: 1. INSTALL THRUST BLOCK 2. CUT PIPE 3. INSTALL BLIND FLANGE (E) 12• ACP (N) 12" PVC x 12" ACP ADAPTER RESTRAINED!---, (E) 20" STL TO BE CUT, FILL VvtTH J' MORTAR CAP AND '""' e;crf~1J ,•.,· ~~~;.'•,'' (N) 24" DIP STA. 20+70 (N) 2" OUTLET PER CMWD STD. DWG. NO. W9 ----' (N) 24" DIP ADAPTER FLGDxMJ, RESTRAINED-----~ (N) TI,RUST BLOCKS ---~ TYP OF 4 (N) 24" BUTTERFLY VALVE PER CARLSBAD MUNICIPAL WATER DISTRICT STD Wt 5, W16 AND Wt 7 (8 SF REQUIRED) CONNECTION DETAIL AT STA. 20+84.24+ FARADAY AVE INT SCALE 1 / 4" = 1' -0" (N) 12•,3• -o· PVC SPOOL PExPE (PROVIDE RESTRAINED PE) (N) 12" GV FLGxMJ RESTRAINED (N) 24" DIP ADAPTER FLGDxMJ, RESTRAINED (N) 24"x 24"x12" FLGD TEE CENTER AT STA. 20+84.24± 3 4 5 -ti ' Ol I "' (E) 20" STL~ r ----___ \. ' (E) TAPPED CONNECTION TO STEEL MAIN --- (E) 12" GATE VALVE [ (E) 20" STL TO BE CUT, FILL VvtTH 3' MORTAR PLUG AND LEFT IN Pl.ACE l·c '.!. ·,,.-•. , t ::\, h_'__ :_~_\,, ------•+--_____ -.,,.,-t---~ ~-I/ ~.··.-~ .. ~-' I '-• • , • ~ _.,. ---•-_,_ ··-. -ti -VvtTH BOX & COVER 11 j ~---T --T --T ---11 lj r---T --T --T - : ~ (E) 12" PVC MAIN, 1 C-900, CL 150 i i -'----T--T--T--1io---T--T--T- ~ EXISTING CONDITIONS AT STA. 4+03.57± 6A SCALE 1/4" = 1'-0" 5 5 ' (lJ I ;,, NOTE: (E) TI,RUST BLOCK (TYP) PER AS-BUILT DRAWING D-1060 (CARLSBAD MUNICIPAL WATER DISTRICT SHT. 4 OF 16, CRMWD 85-605) EXISTING AT STA. CONDITIONS 20+84.24± SCALE 1 / 4" = 1'-0" (E) 12" FLGD GV (E) 24" x 12" FLGD RED. (E) 24" x 20" FLGD TEE (E) 24" DIP REPLACE EXIST BASE TO SAME DEPTH AS EXISTING 't_ TRENCH REPLACE EXISTING AC TO SAME DEPTH AS EXISTING 1 -1 /2" GRIND EXIST PAVEMENT • ... N FINAL BACKFILL "---._ EXIST BASE MARKING TAPE 95% RELATIVE DENSITY 6" MIN 10• MAX TYPICAL TRENCH FOR DIP PIPE SCALE 1/4" = 1'-0" (N) THRUST BLOCKS TYP OF 4 i:3 ci1 ~ (!) ~ oz ::! ~a • v'l 0 <O w (D SECTION INTERMEDIATE BACKFILL 90% RELATIVE DENSITY @ (E) 20• STL TO BE CUT, FILL VvtTH 3' MORTAR CAP AND PER CARLSBAD MUNICIPAL WATER DISTRICT STD Wt 5, W16 AND Wt 7 (8 SF REQUIRED)----~ 4'-6" 5• r-(N) 24"x 24"x12" FLGD TEE , ____ _,_~--+---</ CENTER AT LEFT IN PLACE ----~ (E) 20" STL-:\. ~ c_:~=-~--1·r:t·:· :·i -ti ;,, -ti \L' _;. :: ~-.: ,---~-•"S• '--''.t>:,j. 4' -o• I/ STA. 4+03.57± ' - 7 ,..,,,....-(E) 20" STL TO BE CUT, AND -(E) 12" CONNECTION TO BE REMOVE 1 }i/}~'t __ ~~---J (N) 2• OUTLET PER _-J~========:-CMWD STD. OWG. NO. W9 ;, .. ' . . • ! (N) 2'~4--_":DT:IP--~~7 ~-r-7rn~1ifE~~,-~~- -~ ~N) 24" DIP .ADAPTER FLGDxMJ, (N) 2" OUTLET PER CMWD RESTRAINED STD. DWG. NO. W9 ___ ,, (N) 24" DIP ADAPTER FLGDxMJ, RESTRAINED ------ (N) 2• ARV-.,, (N) 12" DIP ADAPTER FLGDxMJ ___ _,, (E) 12" STEEL MAIN, C-900, CL 1500 DROP SECTION CONNECTION DETAIL AT STA. COUGAR 4+03.57± AVE INT SCALE 1 / 4" = 1' -0" (N) 24" BUTTERFLY VALVE (N) 12" GV FLGxMJ RESTRAINED (N) 12• DIP SPOOL MJxPE RESTRAINED (N) THRUST BLOCK PER CMWD STD. DWG. NO. W17 (8 Sf) (SEE q(J FOR EXISTING CONDITIONS) [RECORD DRAWINGS) R.C.E. NO. 24087 THESE RECORD DRAWINGS HAVE BEEN PREPARED "AS BUILT" BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY /JENKS CONSULTANTS HAS RELIED ON THE DETAILED /':t/b ,NFORMATION PROVIDED BY TH( CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS 7-17-/0 AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS Of THESE RECORD DRAWINGS. Rc~Yt'.47 -'JSERS OF THESE RECORD DRAWINGS ASSUME EXP. 12-11-ll DATE ALL RISK Of LOSS RESULTING FROM THEIR USE. ~ED BY: =~ 11/n.pio . ~ INSPECTOR ATE 06/2010 BAC ISSUED FOR RECORD DRAWING 11"·'1.dO A,Jj , .. r..,, '.1ttl!. I SH;ET I ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT 9 EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION CONNECTION DETAILS Kennedy/Jenks Consultants 10920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (B58) 676-3625 K/J J. No. 0787102.00 Designed By: RPM, SAC Drown By: BAC Checked By: MAT APPROVED WILLIAM E . .EJ..LJMMER trrw ~~ ~ lkl."'✓._ DE uTY4c E INEER R . ni EXP. ';J-.,,-_-DATE OWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.I.P. 3843 406-1 ENGINEER OF WORI REVISION DESCRIPTION OIBER APPROVAL CITY APPROVAL Rl'WO BY: . C -C <- ·= • ·c ., I C I "° I I-VI CJ i~ ' -:r ~ ,,. ro ~,-:: ro G) '.'i rl- " V, C ' .i:,. ,, 0 D -+, 0 ,-(J) ,, j-> ..., I .... \.0 f-' C! / ,, "' ~I ,, D / > ·-(.3 ,-;: ,·,::: •' ,1. -~ C / ;: 11 II TELEMETRY ENCLOSURE, EXACT LOCATION TO BE DETERMINED BY DISTRICT REPRESENTATIVE DURING CONSTRUCTION ------. 2• COMBINATION AIR AND VACUUM VALVE AND ENCLOSURE PER CARLSBAD MUNICIPAL WATER DISTRICT STD DWG W7 (TYP. OF 2) ---~ EX BACK OF / SIDEWALK 1 1 /2" SCH 80 PVC SUMP DISCHARGE MAINTAIN 24" COVER WALL PENETRATION SEE DETAIL A -~-~ 6 7 w • b I .... r PRESSURE GAUGE,--,-.._ SEE DETAIL@ 1•-9• 6 7 ----- ,(_ I / EXHAUST PIPE ENTERS VAULT 1-FOOT ABOVE VAULT FLOOR-FLASH 1"1TH INSIDE WALL , I B 21.45' :S27"07'15"±E I 6"~ FRP PIPE 6'-0" 5'-0" ~ 19 EL 312.2± t--: MATCH TOP OF ROOF '° EL 312.6± TO TOP OF SIDEWALK ~ 'j: MATCH TOP OF ROOF "' --·--··-·---------------------------. ------~ ---" "T ~- N "' TO TOP OF SIDEWALK ,-, --f---f/-\-.. ---~-~-·~---·-•----~----·--~"~-.-~ ..-··-··-·· ·-··---<• ·-·· -• --• •• , •• - NOTES: • <D ' ..... <D I ..., "' t-; ~I • "' I Q) !L~;-=_.,,.....\=•...,,..>"~.-.+ •. ~Et~ 1. PROVIDE RESTRAINED JOINTS ON ALL FLOW CONTROL j: ,. .,..., ,,' .. f'· VALVE VAULT PIPING (EXTENDl,NG FROM 24" MAIN). 2. FLOW CONTROL STATION ADDRESS IS 5720 E~ CAMINO REAL 3. SDG7E METER ADDRESS IS 5750 EL CAMIN01EAL 4. POWER SOURCE FROM SDG&E HANDHOLE NO. 3312 PER APPENDIX "B" OF THE CONTRACT DOCUMENT 5. COMMUNICATION SOURCE FROM 5538 EL CAMJNO REAL. OJ 0) 0) ..... • <O ~g "' _J ~ w RAISE PIPE TO ALIGN W/CORE DRILL IN CURB CORE EX CURB ~~ FOR 1 1 /2" PVC I DISCHARGE PIPE . -·-·--···~ -· ----------···-··-·------··-----·•·-·· •--------------·---~·-· -~------• ·-·----------------------·-~ 0 ~ ,.,, OJ + "' L ~ VJ 4 \_ 24" DIP CLASS 50 24" BUTTERFLY VALVE NORMALLY CLOSED, VALVE BOX ASSEMBLY FOR NC VALVE PER CMWD STD. DWG. W13 EL CAMINO REAL MATERIALS LIST PRESSURE ZONE 490 ITEM 0 ® 0 © ® QTY DESCRIPTION 4 2 1 2 2 2 24" DIP ADAPTER FLG BY MJ, 1"1TH RESTRAINED JOINT (TYP.) 24"X24"X16" DIP TEE, FLGD I 24" FLGD BUTTERFLY VALVE FOR BYRIED SERVICE, VALVE BOX ASSEMBLY PER CMWD S~ DWG NO W13 24" DIP SPOOL PE BY PE 16" FLANGED GATE VALVE FOR BURjED SERVICE, VAL VE BOX ASSEMBLY PER CMWD STD DWG NO W13 16" 45' ELBOW, DIP, FLG BY MJ, \111 RESTRAINED JOINT (TYP.) PLAN VIEW SCALE: 3/8" = 1•-0• 3 WALL PENETRATION SEE DETAIL~ w • "' \[I;7 B 9 '<T .. ---~------~----·' "' "' t-; ~I -· ·~~-~-:1 __ ~_..-.. 0 0 c--i ),0 1,,,; <D <]) ..., OJ ... "' ·r-: r--0 "t ,.,, "' _J -w I + ..., "' A 2 4 • DIP CLASS 50 PRESSURE ZONE 550 . • , 6"\6 STL 1 1/2" SCH 80 PVC SUMP DISCHARGE EXHAUST PIPE-----,. SIMILAR ffi SECTIONQ.9 ELEV. 310.25± z 'a • 0 • I "' I "' 0 ELEV. 299.5± CHECK VALVE -- I I I I I I I I I I I I I oz ,-. ::,; I ' S=0.5% MIN TO DRAIN GROUT 1 1/2" THREADEO PVC UNION-~ 12" SQUARE, 12" DEEP SUMP W/SOLID BOTTOM AND REMOVABLE FIBERGLASS GRATE------~ SET VAULT ON 12" OF 3/4" CRUSHED ROCK SUMP PUMP @ SECTION SCALE: 3/8" = 1'-0" MATERIALS LIST (CONTINUED) ITEM @ @ @ @ @ @ @ ® ® ® QTY DESCRIPTION 1 2 1 1 2 1 16" DIP SPOOL CLASS 50, FLG BY PE 16" FLANGED PLUG VALVE , MOTOR OPERATED, VALVE OPEN/CLOSED BY DISCRITE INPUT, PER SPECIFICATIONS 16" DIP SPOOL CLASS 50, FLG BY FLG 16" DIP SPOOL CLASS 50, FLG BY PE, W/2" OUTLET FOR PRESSURE GAUGE AND 1 1/2" OUTLET FOR DRAIN NOT USED PRECAST CONCRETE VAULT, 8'X14', QUICKSET OR EQUAL. RATEO FOR H20 TRAFFIC LOADING AND EARTH LOADS. COAT OUTSIDE OF VAULT WlTH CONCRETE CURING COMPOUND. SEAL JOINTS 1"1TH WATERPROOF MASTIC. PROVIDE WlTH INTEGRAL FLOOR SUMP. PROVIDE BILCO COMPANY MODEL JD-ALH20 VAULT DOOR (ALUMINUM) WlTH CHECKER PLATE, FULL 6'X8' OPENING, CHANNEL FRAME, SPRING ASSISTED, HINGED COVER, RATED FOR H20 LOAD. THE COVER SHALL BE SEGMENTED INTO TWO PANELS AS INDICATED ON THE DRAWINGS. EACH PANEL SHALL HAVE SPRING ASSISTED OPENING MECHANISM 1"1TH CORROSION RESISTANT HARDWARE REQUIRING A MAXIMUM OF 40 LB PULL TO OPEN. PANELS SHALL HAVE AUTOMATIC POSITIVE HOLD-OPEt-l MECHANISM. PROVIDE A SINGLE, HINGED ACCESS, RECESSED LOCKING HASP CAPABLE OF SECURING BOTH PANELS. GALVANIZED STEEL ACCESS LADDER AND LADDER-UP SAFETY POST ALHAMBRA FDRY MODEL NUMBER A-3400. SECURE TO VAULT FLOOR AND WALL 1"1TH STAINLESS STEEL HARDWARE. LITTLE GIANT SUMP PUMP, GRAINGER MODEL NO. 3P639A DAYTON SHADED POLE BLOWER INTAKE, AUTO RESET, GRANGER MODEL NO. 4C943 OR 4 Y533 OR EQUAL 2• OUTLET ON 24" DIA DI MAIN PER CMWD STD DWG NO W9 2• OUTLET ON 16" DIA DI MAIN PER CMWD STD DWG NO W9 2• AIR VACUUM VALVE ASSEMBLIES PER CMWD STD DWG NO W7 1 2• MBO VALVE ASSEMBLY AT STA. 15+98.00 PER CMWD STD DWG NO W6 2 6" PVC VENT PIPES 2 6° PVC 90 DEG BENDS 2 6" PVCX STEEL ADAPTERS 2 6" 10 GA. STEEL VENT PIPE AND PAINT ABOVE GROUND. , PRIME ALHAMBRA FDRY. 2 6" STEEL INTAKES AIR CAP, MODEL NO. A-2163 (GALVA NIZED) 2 CONCRETE VENT PIPE ENCA SEMENTS 2 16" 45' ELBOW, DIP, MJ BY MJ, WlTH RESTRAINED JOit-iTS (TYP.) 06/2010 BAC ISSUED FOR RECORD DRAWING © 0 © ® @ 2 2 16" DIA x 18" LONG DIP SPOOL w/~AR/W CLASS 50 PE BY MJ, 1"1TH RESTRAINED JOINT (TYP.) 16" DIP SPOOL PE BY PE, CLASS 5r [RECORD DRAWINGS) 1 16" DIP 90 DEG ELBOW, MJ, WlTH RfSTRAINED JOINT (TYP.) i 16" DIP SPOOL CLASS 50, FLG BY ~E, W/2" OUTLET FOR PRESSURE GAUGE Kennedy/Jenks Consultants 10920 VIA FRONTERA, SUITE 11 0 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 DATE INITIAL 1-c' 6"~ FRP INTAKE PIPE TOP OF VAULT TO MATCH TOP OF SIDEWALK PIPE SUPPORT, TYP. OF 2, SEE DETAIL~ \[I;7 q • 11·'-f,'7•· "-•" DATE INITIAL ® @ 16" FLANGED ELECTROMAGNETIC FL~W METER, PER SPECIFICATIONS I 16" FLANGED COUPLING ADAPTER ! THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY THE CONTRACTOR IN THE PREPARATION OF THESE RECORD ORAWJNGS AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS Of THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL R!SK OF LOSS RESULTING FROM THEIR USE. K/J J. No. 0787102.00 ENGINEER Of WORI REVISION DESCRIPTION OTHER APPROVAL Designed By: RPM, SAC Drawn By: SAC Checked By: MAT 6"~ STL PIPE, INTAKE BLOWER ELEV. 310.5± TOP OF SIDEWALK ~ ELEV. 302. 50 INV ELEV. 301. 75 ELEV. 299.5± •• WALL PENETRATION SEE DETAIL~ \[I;7 31 30 12· • 0 I ..., <l q • q FAN 4a SECTION SCALE: NTS q • NOTE: EXHAUST PIPE SIMILAR -EXTEND OUTSIDE VAULT AND PROVIDE 1'-o• CLEARANCE FROM BOTTOM OF VAULT PER SECTION A-A (1) R.C.E. NO. 24087 "AS BUILT" ~u~) J,/7-IQ RC:E~}Z,~7 E;P. /J-J/·/( DATE ,- IP' \l'ED BY: c.=fil. 1qo14_-zn/O .. =----r-i.O INSP ~TOR C . DP.: E ll•S"'- 1 s;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 9 EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION FLOW CONTROL VALVE VAULT PLAN AND SECTION APPROVED WILL~™LUMM£R ~ 1 _ft /~ll oJ cf ENGi E RCE .'n.. EXP~ .... II; DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: C.I.P. 3843 406-1 CITY APPROVAL RVWD BY: E ' 0 C ' C C C (' t C C e C • C c· I :;; ' "' I r L V I " "' Vl 0 ,c " -:r ~ " (1) C (1) G) I " ,.... C 0) .-" 0 .j::> ,,: 0 ,, -h C 0) / ...... I /' \.0 ...... " "' ~ " C / > " C C C C V 'C C C / ~ 11 II NOTE: , HOLD BACK COATING ON PIPE THROUGH ~ALL. COAT ALL EXPOSED PIPE AFTER WALL PE1ETRATION INSTALLATION IS COMPLETE MODULAR SEALS WITH -- 316 SS PARTS, LINK SEAL OR EQUAL PRECAST CONCRETE WALL 4 • 3• 41 n'-------'---------"""',.._+-'--_ ____J I I I I I I I I I I LJ~TT~~tr--===-i I I LJ DIP SPOOL PIECE INSTALL NONSHRINK GROUT IN ANNULAR SPACE 4 , . ,j .; 4 PIPE ENO SHALL BE FLANGED OR PLAIN ENO, AS SHOWN ON MECHANICAL PLANS "' l,J (.!) ~~ z z ::, 0 l,J 0 ,1: (\. 0 0::, :i j ~ l,J (\. ~ V) INSTALL NONSHRINK GROUT IN ANNULAR SPACE 3 1/2" PRESSURE GAUGE PER SPECIFICATIONS DUCTILE IRON PIPE ----- VAGA BAR PRESSURE TRANSDUCER 1/2" THREAD PER SPECIFICATIONS LI.Jf\.--1/2" BRASS NIPPLE (lYP 2) BRASS PRESSURE SNUBBER lYP 2 3/4" x 1/2" BRASS REDUCING BUSHING (lYP 2) 3/4" 90" BRASS STREET ELBOW (lYP) 2 3/4" BRASS TEE 3/4" BRASS CORP STOP 2" x 3/ 4" BRASS REDUCING BUSHING --.__ 2" OUTLET ON 0.1. MAIN PER CMWO STD OWG NO W9 VALVE BODY OR FLANGE OF PIPE ADJUSTABLE PIPE SUPPORT FABRICATED FOR PIPE/VALVE SUPPLIED. HOT DIP GALVANIZED AFTER CONSTRUCTION 15" MIN. 2-1/2" DIA ----~_1 GALVANIZED STEEL PIPE 3" DIA GALVANIZED STEEL PIPE 1 • MIN. ----.._ GROUT ;~~cll=~=~~-~-L 1 /2" DIAMETER HILTI STAINLESS STEEL SERIES, "KWIK BOLT" CONCRETE EXPANSION ANCHOR, OR EQUAL, WITH 2 NUTS PER ANCHOR BOLT FOR LEVELING, 4 BOLTS REQUIRED . ' • 3• 1 /8" THICK NEOPRENE LINER DRAIN PORT 9" DIA X 3" THREADED REDUCING FLANGE, 150 LB GALVANIZED 7 1 I I --+>-I + l-++-- 1 I J L ASSEMBLED SECTION 5" THREADED PLUG 5" H.O. THREADED COUPLING NOTES 1. PIPE SIZES 16" AND LARGER REQUIRE TWO HANDHOLES PER ASSEMBLY. 2. 1.0. OF BUTTSTRAP EQUALS O.D. OF PIPE. "FULL WELD" (DOUBLE PASS) EXIST. MORTAR-LINING • AFTER LACEMENT OF PLUG "FULL WELD" (DOUBLE PASS) VAULT PIPE PENET ATION DETAIL A PRESSURE GAUGE PIPE/VALVE SUPPORT SADDLE 1/21_ P PLUG "FULL WELD" (DOUBLE PASS) NTS 6 7 NTS DOC NO. 2006-0820762 RECORDED NOV. 17, 2006 --~x " j _._,, x x----:x----:x-----,x ·Y r -~--!~-------~--....,'',,_-----Y-----·-- - - - - - - - - - - -_;,,,,_ - --, .--,.--------------------- DAYLIGHT LINE 11 ' / '--. ------------ DAY LIGHT LINE I ® y /I I I l ,._,0'<> --7"-------------309 ----------------........ I I I TELEMETRY ENCLOSURE, EXACT LOCATION TO BE DETERMINED I I / BY DISTRICT REPRESENTATIVE I I / L ® 29.50' -t.:-=-=-=-=-=T-O=-P=-=O-=F-=-6:::'."_'.:_C~U=-R=B-=-=-=-=-=-=~Julno-==E.:Q:w /QILA~ND~S~CA~PE~M[,;E:;SH===(;;;lY:.P+-:::=- EL = 312.5 ANO 1-1/2" ROUND ROC "' \ PROVIDE SILT FENCE ///// I_~//,./ I I I @ DURING CONSTRUCTION ---..,_ I 48" X 28" X 12" THICK . E_QUIPMENT PAO ------4""-,::_,_ (2--·ABOVE-ROCK)---_________.. I I I I t------TOP-OF 6" CURB rJ EL = 312.6 -----.. L--:t,~-- EL 312.00 ' I EL 312. i L__--'...~• -~- EL 312.6± {E) SIDEWALK --------------,-- 1 (E) CURB AND GUTTER (E) R/W ~\.---~ ---s.. -----_-_,-+_-_-_----=------,,'f,h, I\ NOTE: w "' ::, GRADING PLAN SCALE: 1" = 5' (D CONTRACTOR TO VERIFY ELEVATION OF EXISTING CONCRETE SIDEWALK TO MATCH ELEVATION WITH TOP OF VAULT. ! @ APPLY ORGANIC WOOD MULCH TO MANUFACTURED SLOPE ANO FLAT AREAS WITHIN SILT FENCE IN LENGTH ANO FLAT IN CROSS SECTION. @ CONTRACTOR TO REMOVE AND ISPOSE OF SILT FENCE AT PROJECT COMPLETION. D 6 7 OF " <lURB 31 o I RETE CURB -,1· DRSO DWG G-l _______ _ 1--------f_ ~ PUBLIC STREET AN~ ·-·· I 1 PUBLIC UTILITY EASEMENT __ QOC-N0;-2000-082076 r-. 1-"o-----·---, ---RECORDED NOV. 17, 2006. ~ I ~------ tt=:s:=: ~~-=--___ J;;: ----- ---1 TOP OF 6" CURB EL = 313.2 (---- I --------TOP OF 9DRB ___... MATCH ?IDEWALK -------·-· "'-""'--L_!Caa. __ ..EL.= j.lU.±---------·------ ; STA. 15+98.00 / 2 BLOW OFF / lV NTS TO AN AVERAGE THICKNESS OF/ 3 INCHES ORGANIC WOOD MULCH SHALL BE FREE OF DELETERIOUS MATERIALS, DEBRIS AND WEED ~EED WITH AN AVERAGE DIMENSION OF ONE INCH TO TWO INCHES Kennedy/ Jenks Consultants 1 0920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 {858) 676-3620 FAX {858) 676-3625 K/J J. No. 0787102.00 Desianed Bv: RPM, BAC Drown Bv: BAC Checked By: MAT END VIEW • ;<. ffi 5" ~ --- TOP VIEW SECTION 1 / 4 • Ii'. THICKNESS DIMEN::>I• ""' PIPE DIA. A 6 6" 12" 8" 16 8" 20· 10· 24" 10· 30 12· 36" 12· BUTTSTRAP DETAIL E NTS 5 7 [RECORD DRAWINGS) R.C.E. NO. 24087 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY THE CONTRACTOR iN THE PREPARATION OF" THESE RECORD DRAWINGS AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL R!SK OF LOSS RESULTING FROM THEIR USE. "AS BUILT" ~/~ 7-1110 RC Yd97 EXP. (l ·JI •II DATE ~0ED BY: ·~Q.:2~ INSPECTOR 1-0-6/_2_0,_o+-B-A_c -+--1s_s_uE_D_F_o_R _RE_c_oR_D_D_R_A_wi_NG------+-'' u-·--+--L-,,.-1._·· ._~_-;--1-.1'jjiij. _ __. 1 SHEET I CI TY OF CAR LS BAD 7 ENGINEERING DEPARTMENT EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION FLOW CONTROL VALVE VAULT AND PIPELINE DETAILS APPROVED WILLIAM~~p UMMER 1----+---.f.-------------l-----l---l----l-.--.l ../.A~ G ,i.-av /J-.t•LL l---t----+-----------------+----+---l---1----1 DEPU'iY'CIJY~tNGIN E;::...,.," EXP.J4J,-.1z. DATE l-0-A-TE-t--lN-ITIA-L-+-----------------+----+---1---1----1 OWN BY: ----PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ---C REVISION DESCRIPTION IP 3843 406 1 ENGINEER OF WOR OTHER APPROVAL CllY APPROVAL RVWD BY: • • • • I= ·• C ,. , 5 0 0 ~ 0 "' I 2 ' "' ~ I Vl ' "' •[) •0 ~ N 0 I c, 0 , .. r, ro ,. 0 / r, fl 0 .., '" 0 / > ., u ') ,, 0 ~ "' ,, u / " (,/) 0 ~ :E 11) 11) G) ..-+ -...J 0 ~ -0 ...... 0) I lO ...... " 11 .------------+---------------------------------------------------------------------- ABBREVIATIONS A AMMETER, AMPERES AC AL TERNA TING CURRENT AF AMPERE FRAME ' AFD ADJUSTABLE FREQUENCY DRIVE i Al ANALOG INPUT AIC AMPERES INTERRUPTING CAPACIIY AO ANALOG OUTPUT ' ' APPROX APPROXIMATE AS AMMETER SWlTCH AT AMMETER TRIP i ATS AU TOMA TIC TRANSFER SWITCH AUTO AU TOMA TIC AUX AUXILIARY BCG BARE COPPER GROUND BLDG BUILDING C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT co CONDUIT ONLY DI DISCRETE INPUT DISC DISCONNECT ON DOWN DO DISCRETE OUTPUT DP DISTRIBUTION PANEL (E) EXISTING EHH ELECTRICAL HANDHOLE ELEC ELECTRIC, ELECTRICAL EMERG EMERGENCY EQPT EQUIPMENT FDR FEEDER (F) FUTURE FvNR FULL VOLT AGE, NON REVERSING FVR FULL VOLT AGE, REVERSING GALV GALVANIZED GFI GROUND FAULT INTERRUPTER GND GROUND GRS GALVANIZED RIGID STEEL HH HANDHOLE HOA HAND-OFF-AUTOMATIC HOR HAND-OFF-REMOTE HP HORSEPOWER HTR HEATER HV HIGH VOLTAGE HZ HERTZ (CYCLES PER SECOND) 1/0 INPUT/OUTPUT JS JUNCTION BOX KA KILOAMPERES ' KCMIL THOUSANDS OF CIRCULAR MILS ' KV KILOVOLTS KVA KILOVOLT AMPERES ' KVAR KILOVOLT AMPERES REACTIVE KW KILOWATTS ' KWH KILOWATT HOURS LP LIGHTING PANEL MAX MAXIMUM MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MDV MOTOR OPERATED VALVE MS MOTOR STARTER MTD MOUNTED MTS MANUAL TRANSFER SWlTCH (N) NEW NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOC. OH OVERHEAD PLC PROGRAMMABLE LOGIC CONTROL~ER PNLBD PANELBOARD ' PVC POLYVINYL CHLORIDE PWR POWER RCPT RECEPTACLE RTU REMOTE TERMINAL UNIT SW SWlTCH SWGR SWlTCHGEAR TEL TELEPHONE TSP TWISTED SHIELDED PAIR TYP TYPICAL UG UNDERGROUND V VOLTS VA VOLT-AMPERES VH VAR-HOUR vs VOLTMETER SIil TCH w WIRE, WATTS WHM WATTIHOUR METER WHOM WA TTIHOUR DEMAND METER WP WEATHERPROOF XFMR TRANSFORMER i i ' ' ' ' PLAN SYMBOLS ------- ~ 'i'i'i 'I' 'I' Av • ' - ~ 0 D, SMs ~ 0 0 © PLAN NOTES: UNDERGROUND CONOUI T UNDERGROUND DUCT LINE (CONCRETE ENCASEMENT) NOTE P4 MULTIPLE CONDUIT RUN CONDUIT EXPOSED CONDUIT CONCEALED IN FLOOR CONDUIT CONCEALED IN WALL & CEILING CALLOUT INDICATING CONDUIT SIZE, NUMBER or WIRES AND WIRE SIZE CONDUIT RUN, HATCH MARKS INDICATE NO. OF #12 CONDUCTORS NO HATCH MARKS IS 2#12 UNLESS OTHERWISE NOTED HOME RUN TO PANELBOARD OR AS INOICA TED FLEXIBLE CONDUIT CONDUIT RUN, BROKEN AND CONTINUED ON SAME SHEET OR AS NOTED CAP ON CONDUIT STUB OPEN CIRCLE DENOTES UPWARD CONDUIT RISER SOLID CIRCLE DENOTES DOWNWARD CONDUIT RISER MOTOR DISCONNECT SWITCH MANUAL MOTOR STARTER CONTROL STATION EQUIPMENT MOUNTING STANO GROUND ROD AND BOX INSTRUMENT Pl. CONDUIT SIZE ANO FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN, TIHE CONDUIT SHALL BE SIZED IN ACCORDANCE 111TIH TIHE EDITION OF TIHE NATIONAL ELECTRICAL CODE ADOPTED BY THE AUTHORITY HAVING CODE ENFORCEMENT JURISDICTION. WHERE NO FILL IS INDICATED, TIHE FILL SHALL BE 2#12. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT. P2. CONDUIT AND WIRE LAYOUT FOR LIGHTING AND RECEPTACLES NOT SHOWN. PROVIDE PER NEC. P3. NUMBER or CIRCLES DOES NOT REPRESENT TIHE NUMBER OF CONDUITS IN TIHE ENCASEMENT. P4. PROVIDE 3" MINIMUM CONCRETE AROUND CONDUIT. SINGLE LINE SYMBOLS ELEMENTARY DIAGRAM SYMBOLS _l_ GROUND CONNECTION 0--0 SWlTCH, 3 POLE EXCEPT WHERE NOTED. RATING IN AMPERES AS NOTED II]] FUSE. RA TING IN AMPERES 0 MOTOR AUTOMATIC TRANSFER SWlTCH a 3 POLE, RA TING AS NOTED @ SHUNT TRIP II]] FUSE ~a FUSE CUTOUT INDICATING LIGHT PUSH-TO-TEST INDICATING LIGHT * COLORS: A -AMBER R -RED B -BLUE N -NEON C -CLEAR W -WHITE G -GREEN Y -YELLOW o)MCP O)OOOAT CIRCUIT BREAKER, 3 POLE EXCEPT WHERE NOTED. RATING IN AMPERES AS NOTED. ON OFF 0 OOA T O OOOAF IF TWO RATINGS APPEAR (EG. 100/625) TIHEN DEVICE IS MCP; NU MERA TOR IS CONTINUOUS CURRENT RA TING & DENOMINATOR IS INSTANTANEOUS TRIP SETTING. ~ SINGLE POLE S\\HCH ~ EMERGENCY PUSHBUTTON a a UJJJ POWER OR DISTRIBUTION TRANSFORMER _J__ PUSHBUTTON, rYt"Y) RATING AS NOTED a a a..L NORMALLY OPEN / CLOSED TERMINATOR / POTHEAD SWlTCH, I -POLE / 3-POLE SPLICE, TERMINATION TERMINAL MOTOR STARTER. NUMBER INDICATES NEMA SIZE -0--- _l_ ...L 'T' CAPACITOR -KVAR INDICATED GENERAL NOTES: GI. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON TIHESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTIH IN TIHE LA TEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. ,.H- O<J1l GROUND CONNECTION CONTACT, NORMALLY OPEN / CLOSED LIMIT SWlTCHES CLOSE ON REACHING LIMIT CLOSE ON LEAVING LIMIT ELEMENTARY DIAGRAMS El UNDERLINED WORDS SHOWN AT A PUSHBUTTON, LIGHT, SELECTOR Sl\1TCH, ETC. INOICA TE TIHE LEGEND PLATE REQUIREMENT FOR TIHAT PARTICULAR DEVICE. ANY ADDITIONAL NAMEPLATES ARE INDICATED ON ELEVATIONS WlTIH TIHE REQUIRED NAMEPLATE INSCRIPTIONS. E2 "NORMAL" STATUS OF SWlTCHES OR CONTACTS IS TIHE SHELF POSITION. E3 NUMBERS AND LETlERS IDENTIFY DE\nCE. G2. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. G3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. G4. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ANSI C37.2, YI.I, Y32.2, ANO Y32.9. G5. VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS. G6. REFER TO THE MECHANICAL DRAWINGS FOR CERTAIN CONTROL DIAGRAMS ANO EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND FOR CERTAIN CONNECTIONS TO BE MADE TO ELECTRICAL CIRCUITS. RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PRCVIDED BY TIHE CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. Kennedy/ Jenks Consultants USERS OF THESE DOCUMENTS IN ELECTRONIC FORM ARE CAUTIONED AGAINST USE WITIHOUT FIRST DETERMINING WHETIHER Cfl/lNGES MAY HAVE BEEN MADE TO THESE DOCUMENTS SUBSEQUENT TO THEIR PREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED AND SEALED HARD COPIES OF THESE DOCUMENTS ARE TIHE ONLY TRUE RECORD OF THE CONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTS. 10920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 K/J J. No. 024657.00 Desianed Bv: AOR IT/W Drown By:WL/JL Checked By: TIW SDG&E UTILITY UTILITY TRANSFORMER 12KV 120/240V, 10 SERVICE PEDESTAL 120/240V, I~ I J 100A/2P WHM}--{]1 ,_,._ NEUTRAL GROUND BUS -- GROUND ROD SINGLE LINE DIAGRAM SCALE: NONE RADIO ANTENNA I ) 40A/2P PANEL BOARD □□ ! rn -----SEE DETAIL EB PROGRAMMING AND STORAGE DEVICE (E) RADIO II o o o o II (E) SCADA f ( BY OWNER (i) I 2 3 4 5 I : I ' I ( RADIO = 010000:f-- RS-232 I I B B B B A A D D L L L L (i) 0 0 A A A A _ RTU I 0 I 0 N N N N (SEE COMPONENT K K K K SCHEDULE) I 0 RTU COMPONENT SCHEDULE RTU 1/0 SCHEDULE OPTO 22 SNAP PS 24 24V POWER SUPPLY DEVICE TAG DESCRIPTION 1/0 TYPE OPTO 22 SNAP PSS 5V POWER SUPPLY FIT-1 FLOW INOICA TION Al OPTO 22 SNAP 83000 BRAIN FCV-1 VALVE POSITION Al OPTO 22 SNAP 1/0 MODULES (SEE 1/0 SCHEDULE) FCV-1 VALVE CLOSEES COMMAND 00 FREE WAVE TECHNOLOGIES RADIO, 900 MHZ, ZS0-1 VALVE OPEN DI SPREAD SPECTRUM, PORT # FGR-11 SRC ZSC-1 VALVE CLOSED DI ZS-1 VAULT INTRUSION DI YA-1 SDG&E POWER FAIL DI LSH-1 VAULT FLOOD 01 PIT-I UPSTREAM PRESSURE Al PIT-2 DOWNSTREAM PRESSURE Al rcv-1 VALVE OPEN COMMAND AO FCV-1 VALVE CLOSES COMMAND 00 RTU/SCADA BLOCK DIAGRAM SCALE: NONE NOTES: 1. ANTENNA AND CABLE TO BE PROVIDED BY CITY. 2. RADIO CONFIGURATION ANO PROGRAMMING BY CITY. "AS BUILT" ~/~ 7·17-1-0 RCEd'fdll EXP 12-11 -II DATE REVIEWED BY: ~r-in INSPECTOR ,rlt>1(7.Qlo r DATE II·" •-~I ,... •• •••"'~,J ,_.JI/!!. w ~ > ~ SHEET CITY OF CARLSBAD t---+---+-------------------1----1---l---l---1 8 ENGINEERING DEPARTMENT 9 ;::::;==:=::::::'.,,'.::::::=:;:::::===::'.~::::::::::::::::::::::::::==:=='....'.::::::::===: 06/2010 BAC ISSUED FOR RECORD DRAWING EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION ELECTRICAL LEGEND AND SINGLE LINE DIAGRAM APPROVED WILLIAM E. PLUMMER l----+---+-----------------1----1----1---.l---l ~~~~J;. ·:,EXP.•-~!..~'t.~ DATE INITIAL ENGINEER OF WORf REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER ~PROVAL CITY ~PROVAL DWN BY: ___ _ CHKD BY: ___ _ RVWD BY: PROJECT NO. C.I.P. 3843 DRAWING NO. 406-1 VI CJ i :i: (1) G) ..... 00 .j::,, 8. ~ I-> ' \.0 I-> II 11 VALVE ACTUATOR PACKAGED UNIT (ON VALVE) I oe,~-u_T_o_L_oc~,; ~ffi' -OPEN 0 OPEN/ CLOSt VALVE CONTROL READY 4 I 5 CLOSED OPEN (MODULATING) DIAGRAM OJ MPDULATING VALVE CONTROL FCV-1 <( E 0 N I ... 120 VAC (FROM POWER PNL) ~ 4-WIRE -~ VALVE j~ POSITION "7 p:_) 1 +---~~HTRI <( E 0 N I ... -, MFR CORD 111TH PLUG---- SUMP PUMP, CKT 3 WP /GFI, CKT 3 MTD +48" AFF __ ---,-..!€>-' LIGHT FIXTURE MOUNTED ON WALL, 12" BELOW CEILING CKT 1 (TYP 2) FIT-1 CKT 5 MTD +60" AFF I GND ROD BOXEB SEE DETAIL g \ 1 SERVICE CB ~ ' I PEDESTAL / I SEE DETAIL 9 LvALlf ACTUATO~ -INTAKE BLOWER CKT 2 If-----+-------I,.~ ~ -FCV71, CKT 6 I 3/4"C-11/8 GND____;. -~-. L~L-:---_t=~~Jr=====~=~it~=-=+t+t._~~$~·~~~~~~t~~?~~~~=lr~-;cFAN WIT /TIMER ._ \ o INTE MATI 2T2501A ~ " __ =:_c_J_ _ _ _o_,;;:L CONDUITS SHALL WP, MTD 12• WP/GFI, CKT 1 ~~ G_E:R _ _T~K- 2"CO TO UTILITY j 2 c-9#l 2, l#l 2 GND BE ROUTED ON WALL BELOW HATCH MTO +48" AFF COORDINATE REQUIREMENTS COVER 'MTH SDG&E -COORDINATE LOCATION WITH SDG&E POWER AND LIGHTING PLAN SCALE: 1/4" -l'-0" HATCH INTRUSION S\\1TCH SEE DETAILEB LSH-1, +2'' AFF L-...1, f----------+--- RADIO ANTENNA PEDESTAL l"C-10#14 & 4 SPARES 1 SERVICE (BY CITY) (FRONT) -- 2"C-5 TSP :~~=~:f N I ,_ u: ... "" N I u ;, '---n [la; ... "" ... I u '-,. '---n I I ;':; I .,_ I I I ,u I 0. V, ,_ I u ;, '---n V ~~ w ~ "' « u 0.. I" 0-~ ::,; I I u u I ;, ;, ,_ '---'---c:: n n "-CL -----~------- SIGNAL PLAN SCALE: 1/4" -1'-0" ANTENNA ANO POLE (BY OWNER) SEE NOTE 2 ®- 0 [p REMOVABLE RAIN CAP 1---NEMA 3R ENCLOSURE 48"H x 36"W x 16"0 (MIN DIMENSION) 111TH SINGLE HINGE DOOR (DOOR NOT SHOWN FOR CLARITY OF INTERIOR ASSEMBLY) ----__ POLYCARBONATE WINDOW FOR METER READER (ALIGN WITH DIALS) o,;====•U----GROUND BUS l<L.!~=12=--=l,=1 =®=11=:..:I =;/ ~~13_1-...-__ --' -----6-" I (TYP). ~-----+-----~~-~~~~ .. --,------I") 11 I I I II I 11 I I I 11 I FINISHED GRADE 11 I I I 11 I • , 11 I I I 11 I 11 I I I 11 I 0 I 11 I I I 11 I 11 I I I II I SEE NOTE 4 ---- CONDUITS TO VAULT { -----------" 2"CO TO UTILITY 3/4"C-1#10 TO GND ROD SERVICE PEO~STAL DETAIL 1 APPROX SCALE: 1 • -I' -0" ITEM DES<;RIPTION 0 UTILITY METER (100A, 120/240V) ' ® ! CIRCUIT BREAKERS ! Q) ' 8 CIRCUIT PANELBOARO, SEE SCHEDULE ' © RADIO LIGHTNING P~TECTOR ® ! WIREWAY ' ' ! © TERMINAL BLOCKS (j) RADIO ® i POWER SUPPLY, OP1022 SNAP-PS24 ® POWER SUPPLY, OPfo22 SNAP-PSS @) RTU, OPT022 SNAP ;BRAIN 111TH 1/0 MODULES ® ! ISOLATION TRANSF01MER @ ' SURGE ARRESTOR (~OV) @ ISOLATION GROUND 9 NOTES: 1. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF SERVICE PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. 2. VERIFY EXACT LOCATION OF AN TEN NA. COORDINATE 111TH OWNER. 3. PROVIDE A NIPPLE IN ENCLOSURE FOR ROUTING OF CABLE. CABLE WILL BE PROVIDED BY OWNER. 4. PROVIDE A CONCRETE BASE FOR ANTENNA. COORDINATE 111TH THE CITY. RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS RELIED ON THE DETAILED INFORMATION PROVIDED BY THE CONTRACTOR IN THE PREPARATION OF THESE RECORD DRAWINGS AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. USERS OF THESE DOCUMENTS IN ELECTRONIC FORM ARE CAUTIONED AG,'JNST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE TO THESE DOCUMENTS SUBSEQUENT TO THEIR PREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED AND SEALED HARD COPIES OF THESE DOCUMENTS ARE THE ONLY TRUE RECORD Of THE CONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTS. 120/240 VOLTS, 1 PHASE, 3 WIRE CKT DESCRIPTION No. 1 LTG & RCPT 3 SUMP PUMP 5 FLOWMETER FIT-1 7 SPARE SUBTOTALS PHASE TOTALS TOTAL VOLT-AMPS PANELBOARD SCHEDULE 100 AMP BUS VOLT-AMPS A 304 250 554 DETAIL SCALE: NONE B 696 - 696 LIMIT Sv.1TCH ,_ ::, 0 z 0 u AMPS/ POLES 20/1 20/1 20/1 20/1 40 AMP MAIN CKT DESCRIPTION No. 2 INTAKE BLOWER 4 RTU 6 VALVE ACTUATOR FCV-1 8 SPARE TOP OF VAULT WALL 0 \_ · -STAINLESS STEEL MOUNTING L -BRACKET SQUARE D /TELEMECANQUE XCKJ10541H7 (WIRE TO ACTIVATED LIGHTS) EB 0 2 4 8 12 -·---- 2 J 4 6 ------- -1;2·=1·-0· Kennedy/ Jenks Consultants 1 0920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 K/J J. No. 024657.00 Desiqned Bv:AOR/TIW Drawn By: WL/ Jl Checked FIXTURE MOUNTING: SURF ACE TYPE No. VOLT-AMPS AMPS/ A B POLES 132 20/1 1 0 500 20/1 500 20/1 -20/1 632 500 1186 1196 2382 CAST IRON TRAFFIC COVER EMBOSSED "GROUND ROD"--~ LAMP TOTAL 1 ¢ TYPE/WA TT AGE WATTS VOLTS FLUOR (2) PL 30 120 SINGLE TWIN-TUBE COMPACT 9 WATT EACH CAST IRON GRADE RING. ADJUST TO FINISHED GRADE FINISHED GRADE -xx:xs PRECAST CONCRETE BOX GROUND CONNECTOR BURNDY TYPE GAR, GD OR GK ------t--1--- COMPACTED EARTH----+-., CONDUIT --..jc::====±:::::::::. GROUND ROD 3/4"X10'-0" COPPER-CLAD STEEL 9" MIN. DIA. 10-3/8" MIN. DIA. LIGHT FIXTURE SCHEDULE MOUNTING ARRANGEMENT DESCRIPTION CATALOG NUMBER WALL INDUSTRIAL FIXTURE IS ENCLOSED INSIDE A GASKETED CROUSE-HINDS CAST COPPER FREE ALUMINUM BODY, GLASS GLOBE, & GUARD. VFHBF221GP UL LISTED FOR WET LOCATION. "AS BUILT" G SC ROUND ROD AND BOX DETAIL EB /dt(-;!/L,~ 7-ll-~ ALE: NONE RCE!l~f1.L EXP. {2-J/·II DATE REVIEWED BY: ~ -if,(o•tf~to r .. ) INSPECTOR' DATE 06/2010 BAC ISSUED FOR RECORD DRAWING 11<.I~ ~J,,I I,. ~ ,,, -1tJ/D_ I S~EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 9 EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION ELECTRICAL PLANS AND DETAILS APPROVED WILLIAM ~UMMER ~,~~ ~-,, ✓ t,,.,S.-111. • uEPUTY I ENGINEE .... -,_ -EXP.'11•• •• DATE • • By:TIW OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.I.P. ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FNWD BY: 3843 406-1 I I ! r 3• GRIND & PATCH 15' X 290' J (#2 LANE, LEFT ~EEL RUT) ~ ~r ----· --~------ 3• GRIND & PATCH 12' X 50' (#2 LANE, L[FT ~EEL RUT) MATCH PREVIOUS Ov£RLA Y BEGIN PIPELINE PROJECT PER SHEET 3 I 1/ j/1 I EX. MEDIAN VARIES 8'-18' 0.17' THICK ARHM OVERUIY 5' COLD MILLED AREA EX. MEDIAN 18' EXIST. A.C. ~- 0.17' 5' o.o· 0.17' THICK ARHM OVERUIY . . ~--'_:: .'_ ::.-. EXISTING AC/AB SECTION EXISTING AB/AC SECTION TYPICAL SECTION TYPICAL SECTION N.T.S. 3' GRIND & PATCH 12' X 300' (#2 LANE) --~ AC CURB J' GRIND & PATCH /2' X 60' (11 LANE) --~ a 50 100 ------1•:::::c100' 200 300 3' GRIND & PATCH 40' X 90' (/1, 2, 3 LANE) COLD MILL ADJACENT TO MEDIAN CURB & GUTTER 5' X 800' ---~ LEGEND: N.T.S. 3' GRIND & PATCH 7' X 220' (/3 LANE, COLD JOINT) ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 1 O' WIDE A.C. GRIND (HEADER CUT) 5' WIDE A.C. GRIND (COLD MILL) • EXISTING STREET SIGN • EXISTING POWER POLE □ EXISTING UTILITY BOX _.., WATER VALVE BOX • SEWER MANHOLE 0 STORM DRAIN MANHOLE @ GAS VALVE BOX &,, MONUMENT BOX 0 TRAFFIC LOOP @ PACIFIC BELL MANHOLE I',. RECYCLED WATER VALVE BOX 3' GRIND & PATCH 6' X 90' (#2 LANE, LEFT ~EEL RUT) 3" GRIND & PATCH 12' X 180' (12 & 3 LANE) 3• GRIND & PATCH 12' X 40' (#2 & 3 LANE) _\, " ' -~ ' ~ t;f "' rr , I' I· I :r I •, I I ii 1i I I I Ii 11 ii END PIPELINE PROJECT PER SHEET 4 -==-~- NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM GRATES, INLETS AND SURVEY MONUMENT BOXES, PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. [RECORD DRAWINGS) 7,ESE RECORD DRAWINGS HAVE BEEN PREPARED "AS BUILT" BASED ON INFORMATION PROVIDED BY 11-lE CONTRACTOR ANO OTHERS. KENNEDY/ JENKS CONSULTANTS HAS RELIED ON THE DETAILED cdh INfORMATION PROVIDED BY THE CONTRACTOR IN ~. THE PREPARATION OF THESE RECORD DRAWINGS 7-17•/c) ANO DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. Rci=J._zd~z._ EXP. 1.2 ·JI-I/ USERS OF THESE RECORD DRAWINGS ASSUME DATE ALL RISK OF LOSS RESULTING FROM THEIR USE. REVIEWED BY: V'i>, ~ a(o'f}-;:rxo INSPECTOR DAE 06/2010 BAC ISSUED FOR RECORD DRAWING 11 ·4-?nt IAIU /1-4"•1 Jae_ ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 9 EL CAMINO REAL 24' TRANSMISSION MAIN ANO FLOW CONTROL STATION PAVE.MENT OVERLAY Kennedy/ Jenks Consultants 10920 VIA FRONTERA, SUITE 110 SAN DIEGO, CA 92127-1730 (858) 676-3620 FAX (858) 676-3625 K/J J. No. 0787102.00 Designed By: RPM, SAC Drawn By: SAC Checked By: MAT APPROVED WILLIAM ~MER Dlu~~1~WEE ..,,~~2,~• ~P ... _.. ll·'t~ . . DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: C.I.P. 3843 406-1 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: t ' C .. C C 0 " - C ~ ., Q I ':i ::,. <c I C I V, >-., J 0 VO ,.'.. ([) :E l,f~ ([) G) '0 r+ .. " I-' C ' 0 ~ " 0 0 0 r::. "' -+, O'l " I-' I C I-' -t.O " ,0 '~ -, " C -> f'; ,; ., 'J. t. 8 ,:_· TRAFFIC CONTROL NOTES FOR SHE TS 11 TO 19 1. WORK HOURS TO BE RESTRICTED TO MON :f THROUGH FRIDA:t DURING THE FOLLOWING HOURS, UNLESS APPROVED OTHERWISE: • STAGE 1 -8:30 AM. TO 3:30 P.M. • STAGE 2 -8:30 AM. TO 3:30 P.M. • STAGE 3 -9:00 P.M. TO 5:00 A.M. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED IAS SHOWN. _ 3. PEDESTRIANS SHALL BE PROTECTED FROM !ENTERING THE EXCAVATION B:t PH:fSICAL BARRIERS DESIGNED, INSTALLED, AND MAIN AINEO TO THE SATISFACTION OF THE CIT:f ENGINEER. 4. TEMPORAR:f "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS ~RIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931~2197 TO VALIDATE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DR If AYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATE;O DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL \S APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES. 7. OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SI NAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CIT:f OF CARLSBA • CONTRACT STREETS DIVISION AT (760)434-2937 72 HOURS PRIOR TO CO MENCING WORK. 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, If' _QAMAGED. UTILITIES INSTALL D WITHIN 100 Lf'. Of' A SIGNALILZED INTERSECTION SHALL BE INSTALLED BY TR NCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CIT:t ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10. f'LAGGERS SHALL BE EQUIPPED WITH A Wl1ITE HARD HAT, AN ORANGE VEST, AND A "STOP/SLOW" PADDLE ON A 5 FOOT rTAf'f'. 11. ALL TRAFFIC CONTROL DEVICES MUST BEllNTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCO DANCE WITH TIii: CALIFORNIA . MAIIVAt. ?W' t/}l//:"OR/.1 TX4FFIC CONrROl l(VICEfJ. · . . . 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE ijEQUIRED FOR EACH PHASE Of' THE WORK IN THE DETAIL, FORMAT, AND QUALIT:f ILLUrTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE !REMOVED FROM VIEW WHEN NOT IN USE. 15. THE CIT:f ENGINEER OR HIS REPRESENTAT E HAS THE AUTHORIT:f TO INITIATE f'IELD CHANGES TO INSURE PUBLIC SAFET:t. 16. ALL WORK AFFECTING BUS STOPS SHALL E COORDINATED WITH NORTH COUNT:f TRANSIT DISTRICT. CONTRACTOR SHALL CA NCTD AT (760)967-2828 AT LEAST 72 HOURS IN ADVANCE Of' STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE U ED IN ADVANCE Of' TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. SIGNAGE NOTES FOR SHEETS 11 1. NOT LESS THAN ONE PERSON SHALL BE SSIGED TO FULL TIME MAINTENANCE Of' TRAFFIC CONTROL DEVICES ON ALL NIGHT ILANE CLOSURES. 2. ALL WARNING SIGNS f'OR NIGHT LANE CLO URES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPE · IFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATION SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES Of' ALL MAJOR AND PflME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A · · . . a 20·-Z. "EN ROAD WORK" SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE I E CLOSURE UNLESS THE END Of' THE WORK AREA IS OBVIOUS, OR ENOS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSU ES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. f'LASHING ARROW SIGNS SHALL BE EITHER T:tPE I OR TYPE II. SILENT TYPE IN POPULATED AREAS. f'LASHING ARROW SIGN SHALL BE USED ON ALL STREETS THAT HAVE AN ADT Of' 5000 OR MORE OR AT rE 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 IMUM SPACING ON TANGENT. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. f'LAGGER STATION FOR WORK AT NIGHT S LL 8E ILLUMINATED AS NOTED IN r11e · ·: CAllFORNIA MtlNt/Al ()/{ (l/'llr()R,11 1/?ArF ,:;' CCl#/"/?()I.-/Jc/l/CE9.""-··-····--·--··· 9. PLACE CJO "LANE CLOSED" SIGN AT 500' 1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. WHEN A PILOT CAR IS USED, PLACE. G2 -A "PILl)r (Al?-r<Jtl.01¥ ,111; ,, SIGN. · 11. ALL REQUIRED SIGNS THAT ARE TO BE L IN PLACE OVER THE WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. 12. CONSTRUCTION AREA TRAFFIC CONTROL D CES SHALL MEET THE PROVISIONS Of' SECTION 12 Of' THE MOST RECENT ED TION Of' THE CALTRANS STANDARD SPECIFICATIONS. TABLE 1 APPROACH TAPER LENGTH NUMBER Of' SPACING Of' SPEED CONES FOR CONES ALONG (M.P.H.) TAPER* TAPER (FEET)± 25 125' 6 25 JO 180' 7 JO 35 245' 8 35 40 320' 9 40 45 540' 13 45 50 600' 13 50 . 55 690' 13 55 *BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET. TABLE 2 APPROACH BETWEEN FROM LAST* SPEED SIGNS* SIGN TO TAPER (M.P.H.) 0 -25 200' 200' JO -40 350' 350' 45 -50 500' 500' OVER 50 50()! .500' *EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS. SIGNS (FOR SHEETS 11 TO 19) ]~f .. END ROAO WORK W'Z0·5 (j.T) WZ0-5_(firJ 020-2 WZO·f C21 CJO SIDEWALK CLOSED USE OTHER SIDE I l · I RJ7E, (A'f} mR9t3a Wf2-I ®R1-1 w,-, I \) 1'(4-2(/?T} ' PJGI/T lAIIE MU~T R1-7 "/IJIIN!.JSNT KcEP c=f> R4·7o /?JG!/ T DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER Of' WORK f'OR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Of' THE PROJECT AS DEFINED IN SECTION 6703 Of' THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK Of' PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CIT:f Of' CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER Of' WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK kt 11/2 fk: s'JULM. KAN~ R.C.E. 61311 LINSCOTT LA\V & GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENO IN EE RS (619)299-3090 (619)299-7041 (FX) LLG J-026210.1 DWG. N0TES6210 8/1J/0J Designed By: SMK Drown By: DVS Checked By: JPK '"' /JP0.47t! TO Mt/TCP SIG#AGe 0/\TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE OONE ACCORDING TO THIS PLAN AND: 1. !HE CIT:t Of' CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPT. Of' TRANSPORTATION STANDARD SPECIFICATIONS (JULY 2002) 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS (JULY 200'2) _4:::. TIit' CAtlrclli'NIA tllANl./41. OIV 1./N/r()/i',1,f rKAl'"fiC' CdlVTA'OL Ol:V!Ce9 ( t:IIWA'S -~ :~ /Ht/TC'() 'ZOO~ Rel/IS/ON I, 49 ;JMEl)IO~O fi7,f t/5/i. Ill C1tff"t',f,1//A). . .... 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1994 ED.) LEGEND (FOR SHEETS 11 TO 19) ITEM STANDARD DRAWING SYMBOL EXISTING ROADSIDE SIGN .......................•..................... ..o.. PORTABLE SIGN _ ..................................••..............• .L TYPE II BARRICADE _ ..........................•.................... _ 1-i TYPE II BARRICADE WITH SIGN _ ...................................... _ i=i PORTABLE DEUNEATOR _ ...........................•.........•...... _ • DIRECTION Of' TRAVEL ..................•............................. ◄4- f'LASHING ARROW SIGN • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ~ TRAFFIC SIGNAL ..................................••................ ® WORK ZONE _ .................................................... _ ~ NOTE TRAFFIC SIGNALS SHALL BE FULLY ACTUATED AT ALL TIMES. VIDEO DETECTION SHALL BE INSTALLED If' NECESSARY. ENGINEER Of' WORK ENGINEER DATE R.C.E. NO. 61.311 "AS BUILT" ~A..z;~~c.. /l~S.,/tJ RCE 'Zlnl. EXP. J~'9 l'.1,_ DATE REVIEWED BY: INSPECTOR DATE ll•l/·lfl! ~ ,, . .,~ LMi'RI SHEET I ~ CITY OF CARLSBAD 11 ENGINEERING DEPARTMENT 9 El Camino Real 24" Transmission Main and Flow Control Station PIPELINE CONSTRUCTION GENERAL NOTES APP~~M I PLl"""R . .~J L, . ~ ~-<Y~ DEP\JTY Cl ENGINEER "RCE ~ EXP. •/.11 ,1j DATE Jr~ 7.MJ,t,? IDWN BY: I PROJECT NO. 0/\TE INITIAL DATE INITIAL DRAWING NO. 011,[R APPRrNAL CllY APPRrNN.. CHKD BY: C.I.P. 3843 406-1 R'vWD BY: NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' I TERVALS. I}) CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTION. 0 -------------- ==-----------: 4._G20- Rw MATCH LINE "A" SEE LOWER RIGHT 9/-a " □ I I D ,_ !!] of ES )., M, ~ 61311 1 Exp. .!Jne JO, ,,s, > CIV\ R/W_ -- PALMER WAY R/W ... ~~----~: .. ::.~.:~~:--~-~~.. ' -,. C.30 D --[-J~---~_-_[=,-::1·--------. 1~7-=~-----~~-----:---OJ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR Tl·IIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. INEER OF WORK R.C.E. 61311 LINSCOTT LA\V & GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 · San Diego, Ca 92108 IN O IN EE RS (619)299-.3090 (619)299-7041 (FX) LLG J-026210.1 0WG. TCIA-6210 6/13/0J Des;gned By: SMK Drown El),: DYS Checked El),: JPK -.. DATE INITlAL ENGINEER OF WOR• NOTE FOR TRAFFIC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO Ill\ /JP/Jl1Tc f() ;l.f(lfCO S/GIIIIG€ "-"'-1• ltllii'!.. 7,1/1-01 ./Tl< DATE INITIAL DATE INITlAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAf. \ \.--- i---.....;-~___. 40 0 40 60 80 100 ENGINEER OF WORK ENGINEER DATE R.C.E. NO. 61311 "AS BUILT" . ~,'!~ . lh\£-t• . RCE IZ-11/,. EXP. ,;J_.-'9 [' r'/,.-DATE REVIEWED BY: INSPECTOR DATE urJ CITY OF CARLSBAD [ill 2 ENGINEERING OEPARTMENT 9 El Camino Real 24 • Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN STAGE 1 . ~~Ji?, WILLIA ~uy,_MER .. ,_ wr---/:..,,,,,.~a;. DEPUTY cITY ENGi Er~ R°'ct EXP. , ,. , , 13 DATE IDWN BY: I PROJECT NO. DRAWING NO. : CHKO BY: C.I.P. 3843 406-1 RVWO BY: oor 840' TAPER R(_°'!i I I I I I I /, r I 1.1.. ----------$--.. y I I-.. wi3 .. z 1ii? - ::J ffi .. _OJ_ CL ::c ?s () ~~ .. .. .. R/W NOTES THIS SHEET OJ DEUNEATORS SHALL BE Pl.ACED AT 50' INTERVfLS. ~ DEUNEATORS SHALL BE Pl.ACED AT 25' INTERVfLS. I}) DEUNEATORS SHALL BE Pl.ACED AT 1 O' INTERVfLS. 111 CONTRACTOR SHALL RELOCATE EXISTING BUS s;roP SIGN FOR A TEMPORARY BUS STOP. CONTRACTl)R SHALL BE REQUIRED TO CALL NCTD 48 HOUR~ IN ADVANCE OF CONSTRUCTION AND COORDINATE WITH NCTD (760) 967-2828 ON RELOCATING BUS STOP LPCATION. CONTRACTOR SHALL RESTORE THE SIGN TO THf!: ORIGINAL CONDITION UPON COMPLETION OF THIS STAGE F CONSTRUCTION. .. RAISED MEDIAN .. .. MATCH LINE "E" SEE SHEET 14 CµO 12' ,r ® I MATCH LINE "D" SEE SHEET 14 500' 150' TANGENT Cl O fJ I I I I I ~ W4·2(flT) I ◄ W4· 2. (ft TJ orEss, \, II. -I'. .. 61311 :::; June 30, 2 ;t, CJV\\. F CAI-' .. .. .. RAISED MEDIAN 500' I I I I I ◄W20-S(RT) 500' --·--·----·--·-------------------r--------------------·-··---------- .. .. .. -- 1 r I r I ◄w20-5{.RT) DECu\RATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM, THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERGISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. .. .. .. 840' TAPER I I I I I ◄w20-1 ·------·----·--,-- .. I -,- ◄ .. I--I ,- 1 --,-- .. .. .. ◄w20-1 R/W EL CAMINO REA[ -- .. .. .. NOTE FOR TRAFFIC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 8:30 Af.A TO J:30 PM WORK DATES ____ TO ___ _ ~ 40 . 0 40 60 80 100 ENGINEER OF WORK ENGINEER R.C.E. NO. 61311 "AS BUILT" 4-<d,. Q,,,, . ,,...,..,,, -u i RCE ,Z,IJ)I l'XP .,.. •J•t&,.. DATE REVIEWED BY: INSPECTOR DATE ENGi EER· OF _ WORK >--------+--+---------------.-. ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT LINSCOTT LA\V & CREENSPAN R.C.E. 61311 LINSCOTT, LAW & GREENSPAN, ENGINEERS • 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENO IN EE RS (619)299-3090 (619)299-7041 (FX) LLG J-026210. 1 0WG. TC1B-6210 6/13/0J Designed By: SMK • Drawn By: DVS Checked By: JPK El Camino Real 24 • Transmission Main ond Flow Control Station . TRAFFIC CONTROL Pu\N STAGE 1 ) ~ /4/ ' , ' ' J'~ ,$',$. ~ , .,..,. R/_w_ ___ _ .. R/W .. .. NOTES THIS SHEET . OJ DEUNEATORS SHALL BE PU.CED AT 50' INTE LS. ' ~i Wf(l•f ~i m --- -----_.. FARADAY-AVENUE --·---~ -- -----RLW 3:: .. U) ~ • \::\o C :::C .. ~r ~-z .. §rrl ,s G> f~/W ,s DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I Af.A THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXE~CISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFlCATIONS BY THE CITY OF CARLSBAD IS CONFlNED TO A REVIEW ONLY AND DOES NOT RELIE.VE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN • ENGINEER OF WORK llNSCOff . LA\V & Gl~EENSPAN R.C.E. 61311 1)A LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 0 San Diego, Ca 92108 ENO IN EE RS (619)299-3090 (619)299-7041 (FX) LLG J-026210.1 DWG. TC1C-6210 6/1J/03 Designed By: SMK Drawn By: DYS Checked By: JPK DATE INITIAL ENGINEER OF WORI R/W . I NOTE I I FOR TRAfflC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO "' tlPtJATe T() ,1.(tJTC,tJ G/(J/11/Ge 7-teo7 JTK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL . . . ~ 40 0 40 60 80 100 ENGINEER Of WORK ENGINEER DATE R.C.E. ND. 61311 "AS BUILT" ~2--T:Q .. . RCE ~612J_ EXP. :11-:,)o l~ -DATE REVIEWED BY: INSPECTOR DATE [IT] CITY OF CARLSBAD CTr] 4 ENGINEERING DEPARTMENT 9 El Camino Real 24 • Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN STAGE 1 . APPRo/;D WILLIA~: PL 1 . • .r< ,,, . ~-~.--.. -, DEPUlY CllY ENGINEER RCE 28176 EXP. • / " DATE OWN BY: PROJECT NO. DRAWING NO. CHK0 BY: C.I.P. 3843 406-1 f?o/W0 BY: NOTES THIS SHEET OJ DELINEATORS SHALL BE PLACED AT 50' l~TERYALS. (I] DELINEATORS SHALL BE PLACED AT 25' I TERYALS. -------~ MATCH LINE "A" SEE LOWER RIGHT ◄ - <'·so<~--- I.,;{-;,· : J..~-:.,.. 61311 ~ June JO. 2005 ; CJVI c~ I I - PALMER WAY DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK -.g~M~KAf R.C.E. 61311 LINSCOff LA\V & GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS = 1565 Hotel Circle South, Suite 31 0 · Son Diego. Co 92108 ENO IN EE RS (619)299-3090 (619)299-7041 (FX) LLG J-026210.1 0WG, TC2A-6210 6/1J/0J Designed By: SMK Drawn By: DVS Checked By: JPK .. R/W NOTE FOR TRAFFIC CONTROL. SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO Ill\ IJP/JATE TO ,1,/1/TCtJ SIGNAGe 7·18·01 J11"- DAT£ INITIAL DATE INITIAL DAT£ INITIAL ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ 40 0 40 60 80 100 ENGINEER OF WORK ENGINEER DATE R.C.E. NO. 61311 "AS BUILT" -. .;~>,/ )"'.~ . ,,, .. RCE ~•17~ r --DATE . EXP. ':f "'~/-11.- REVIEWED BY: INSPECTOR DATE Cf[] CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 9 El Camino Real 24 • Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN STAGE 2 APP~~e.,~ILLIAM ~ P~ .,,,,. ·~"' .. t:,.-34.,., DEPUlY CllY ENGINEER RCE EXP. , " ' DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.I.P. 3843 406•1 RVWD 6'1: ooo --------·-·-~ ---~----------------- R/W I LL It I- J _ _J ., MATCH LINE "E" SEE SHEET 17 I ® ' W C30 I I -~ i w i,60' TAPER I I [I] ,t, ,- • • ~ t t1 t i i C3~ 1 MATCH LINE "D" SEE SHEET 17 100' TANGENT I I --@ I ,t,: • 120' OPENING □ □ ···~----------------~- ., GGO' TAPER 680' TAPER ., ., --------1 ., ., R/1'1 IJJ i3 / £ * ~clo ! : ~ --10~ OPENING-~..:=====~=-=;:==;;.=:;:==;;=~=:;=~~~=~==~~===-~~=======-===~==~~====~===~~i===-~ .. -,~ffi m-.. -OJ-zii: - :::J ffi .. a. :::r: ~ u ~~ • ., ., R/W 100' ., ., OTES THIS SHEET . DEUNEATORS SHALL BE PLACED AT 50' INTERVALS DEUNEATORS SHALL BE PLACED AT 25' INTERVALS DEUNEATORS SHALL BE PLACED AT 1 O' INTERVALS CONTRACTOR SHALL MAINTAIN ACCESS TO BUS STOP. ., ., ., .. -.. ., ., ., 14-' MIN • -OJ-12' MIN. RAISED MEDIAN -Et CAMINO REAL ., ., ., .. .. ., ► DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I Mf" THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THI!: CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK k M~KA{¥ R.C.E. 61311 1E LINSCOTT Li\\V & CREtNSPAN , LINSCOTT, LAW & GREENSPAN, ENGINEERS , 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENO IN EE II S (619)299-3090 (619)299-7041 (FX) LLG 3-026210.1 DWG. TC2B-6210 8/13/03 Des;gned 8y: SMK Drawn By: DVS Checked By: JPK .. NOTE ., ., ., ~~ _J~ :::r: 9 ~~ ~ FOR TRAFFIC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 8:30 AM TO 3:30 PM WORK DATES ____ TO ___ _ ~ 40 0 40 60 80 100 ENGINEER OF WORK ENGINEER DATE R.C.E. NO. 61311 "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE -----------------.~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~ El Camino Real 24 • Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN STAGE 2 DATE t------+---~'~tl.=~~'O.='A~7e~T,~-P~Mi~'U=li~t:~'0~~~1/l=!?M='A~Oc=--t-----+---+7~./=D07=-y~J~r"--'--"----I OWN BY: ---PROJECT NO. DRAWING NO. DATE INITl'.L DATE INITIAL DATE INITl'.L REVISION DESCRIPTION ~~~0° ~-; ---ENGINEER OF WOR Oll-iER APPROVAL CllY APPROVAL '"" u, C.I.P. 3843 406-1 1 ' \ - _/4--/ / --- - -\\. / / / / / 1/,,-, 1/ \\'~ /, --~ -1',s,~ ,.(9 1-\\. B/fi_ __ _ .. .. FARADAV AVENUE ~-~-~-~-~~~~"-~=--~ ---= -··----' ----~· ---·-----------------····---~ .. .. NOTES THIS SHEET OJ DELINE'ATORS SHALL BE PLACED AT 50' INTERVfLS. (!] DELINE'ATORS SHALL BE PLACED AT 25' INTERV LS. R/W s: .. VI~ ~(") c::C 7J "-·"' .,, r .. g:J-z .. §.,, 11 G) " FESS/ M. ,t "z 61J11 ~ June JO. 200, ; IV\\, ~ ,,, DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN • ENGINEER OF 1WORK ~£,~ R.C.E. 61311 LINSCOI I LA\V & CREENSl'AN -LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 310 San Diego, Ca 92108 ENO IN EI RS (619)299-3090 (619)299-7041 (FX) LLG 3-026210.1 0WG. TC2C-6210 6/13/03 Designed By: SMK Drown Sy: DVS Checked By: JPK DATE INITIAL ENGINEER OF WOR! ~ 40 0 40 60 80 100 ENGINEER OF WORK NOTE FOR TRAFFIC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 ENGINEER DATE R.C.E. NO. 61311 PIPELINE CONSTRUCTION "AS BUILT" ~ WORK HOURS 8:3D AM TO 3:30 PM . _; ~~~--I~, '.u• WORK DATES TO -. RCE ,z.1m EXP. '.')--~.1#.tz-DATE REVIEWED BY: INSPECTOR DATE rn:J CITY OF CARLSBAD CT[] 7 ENGINEERING DEPARTMENT 9 El Camino Real 24 • Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN STAGE 2 1iPPR WI.LL/~-E~MER ~-~-30-aJ DEPUlY CllY ENGINEER RCE 28178 !cXP. • " I DATE /f\ VPOATt! Ttl ;ffVTCO 61/JA/.4&e 7-/6f;l'f )Tilt OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.I.P. 3843 406-1 REVISION DESCRIPTION OTHER ~PR<:J>/AL CllY ~PR<:J>/AL RVWD BY: ~ :i \_7._J"l_ J 0 0 D .J3LW 0 0 0 -'"L.._____ ------,.,,,,, ,. -------------_-_-_-+-·----~-=-=-=-=-=-=-=-=-+ ·,-•-,----~V•.w::c-'4=· .J .. ..... .. ,... 840' TAPER I I I I I I +-~l- I 1------------'.¥7-J.._../ IJ... I I-4 wa 4 zii? - :J ffi .. a. :::cg, (.) ~~ .. ::E .. .. R/W NOTES THIS SHEET OJ DELINEATORS SHALL BE Pl.ACED AT 50' INTE ill DELINEATORS SHALL BE Pl.ACED AT 25' INTE [Ij DELINEATORS SHALL BE Pl.ACED AT 10' INTE ALS. m THE CllY SHALL Pl.ACE THE EXISTING TRAFFIC SIGNAL PHASING ON FLASHING ALL-RED DURING CONSTRUCTION. TRAFFIC SIG L PHASING SHALL RETURN TO EXISTING PHASING UPON COMPLETION OF WO K EACH DAY. .. .. J MATCH LINE "E" SEE SHEET 19 12' MIN. ~ _, -----ill RAISED MEDIAN 840' TAPER R/W I IJ... I wffi 4 z ffi :J3 .f ® m ~ ~ ~ RI/ ,c=:====================================-------:::c 9 C13 MATCH LINE "O" SEE SHEET 19 1000' -"' .. .. 0 D 0 I .. .. .. EL CAMINO REAL 600' I I I I I I I I 500' .. .. .. I I I I .. ~~ .. ~ .. -------------------~ ,.._ _W4_-~· 2_r._R~T._) _______________ ◄.,,,.' _W_20 · 5 (~TJ I ◄w20-1 I ~ W4-2(t<TJ l'ofEss, -:,\. M. -I'. ~ 61311 June 30, CJV\\. o,-c~ I II I T 1-- I II I T I -·· I II I -----------,-------------------- ~ W20• 5 (RT} .. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFICATIONS BY THE CllY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK ....,..,lF--u___,_l/2--'+-1/4--+-J];..,.___-,----=--,--,-,---_rltA!ffeEo[ s'tctr.;-IV.~R.C.E. 61311 1J T LINSCOTI LA\V & GREENSPAN _ LINSCOTT, LAW & GREENSPAN, ENGINEERS " 1565 Hotel Circle South, Suite 31 0 Son Diego, Co 92108 .. .. .. NOTE FOR TRAFFIC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 9:00 PM TO 5:00 At.I WORK DATES ____ TO ___ _ ~ 40 0 40 60 80 100 ENGINEER OF WORK ENGINEER R.C.E. NO. 51311 "AS BUILT" REVIEWED BY: INSPECTOR DATE El Camino Real 24" Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN STAGE 3 DATE ENO IN EE RS (619)299-3090 (619)299-7041 (FX) 1-----t-----t,_,.ll.P.;;;~,.'.4 .. r.=-rc-::;:c1::;--M=v"n.;.,;;z:;,a:!?,.;~f;-;::tJ.;;--;W-"'AT.0"'t!!-;.---i----r--t::-./8=01:;;-J;::i<!.-;:;-1 I owN BY: PROJECT NO. DRAWING NO. LLG J-026210.1 0WG. TCJA-6210 6/1J/0J DATE INITIAL t----'DA~TE~~INl=TIA~L -+--'DA~TE~_IN~ITIAL"-'----1 CHKD BY: __ _ ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CllY APPR<Yv/>J.. . RI/WO BY: Designed By: SMK Drown By: OVS Checked 13)': JPK C.I.P. 3843 406-1 --~- f ,, ~ ~ J'f,s, J'~ h ~ )'> yw_ ___ _ / W?O·f 150' TO' BCR -- - ---~ -- ---...--------~ -~ ~ -- R/W ::===-==:;:::::-=:-:"=::-_:___':__=-=-::__::_=-=-=--:i=-=-=-:___':__=-=-::__::_=-=-=--:___=-=-=-:___':__=-=-::__::_=-=-=--::....=-=-'.::....::-.'.::....=-=-::__::_=-=-=--::....=-=-'.::....::-.'.::......=.....:-".:...=_=~~-·;:::'::'~ .. R/W N'Ot·Es THIS SHEET IJJ DELINE:ATORS SHALL BE PLACED AT 25' IN ERVALS. IT) DELINE:ATORS SHALL BE PLACED AT 5' INT RYALS. 7 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK I ,Lll/L.__··-=---,/ ,......,...--c-.,.....,...,...__.(l~!-'4tA,'6E-"'"'-6?_ tlfjt_ M. KANE R.C.E. 61311 f) J LINSCOTT LA\V & Gl{EENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 1565 Hotel Circle South, Suite 31 O Son Diego, Co 92108 ENGINEERS (619)299-3090 (619)299-7041 (FX) LLG J-026210.1 0WG. TCJB-6210 5/1J/0J Designed By: SMK Drown By: DYS Checked By: JPK DATE INITIAL ENGINEER OF WORI --..._ NOTE \ \ /ii DRI\IE"WAY FOR TRAFFIC CONTROL, SIGNAGE NOTES AND SIGNS, SEE SHEET 11 PIPELINE CONSTRUCTION WORK HOURS 9:00 PM TO il:00 AM WORK DATES TO ,,., t/P.OATc W .-HIJTCO 5/0/,l,4Gc DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL . . . ' R/W R/W ~ 40 0 40 60 80 100 ENGINEER OF WORK ENGINEER DATE R.C.E. NO. 61311 "AS BUILT" ~,:~ . RCE ""2'-EXP. ~4l~Z ... DATE REVIEWED BY: INSPECTOR DATE CTI:] CITY OF CARLSBAD ~ 9 ENGINEERING DEPARTMENT 9 El Camino Real 24 • Transmission Main and Flow Control Station TRAFFIC CONTROL PLAN ~ STAGE 3 APPR IE.D., I WIL~IA"L· P~E:R ././ ... ~ . ~ ~:fd-t'- DEPU CITY ENGINEER. RC£ ?1<1 EXP .. 1/ • 1 I"~ DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.I.P. 3843 406-1 RVWD BY: I I