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Home My WebLink AboutW_5356_SCITY OF COSTA MESA P,qCIF7c 0 PROJECT LOCATION C ~'°c; (!' 01' • CITY OF IRVINE # PUBLIC WORKS DEPARTMENT WATER MAIN MASTER PLAN REPLACEMENT PROJECT GOLDENROD AVENUE CROSSING AT COAST HIGHWAY VICINITY MAP C-7010-1 NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ~ STREET LIGHT AB AGGREGATE BASE -0-POWER POLE AV AIR RELIEF VAL VE ACP ASBESTOS CEMENT PIPE c-GUY WIRE AC ASPHALT CONCRETE [i!!.I TRAFFIC PULL BOX BC BEGIN CURVE BCR BEGIN CURB RETURN LEGEND ™ DIG-OUTS I. : •] CONCRETE PAVEMENT APPROVIED: --------------------PUBLIC WORKS DIRECTOR APPROVIED: ___ -"~-+-'-'~'---~-'~..L/ L~ _ff-:· ___ -______ _ .l!b~PUTY P~ITY ENGINEER DATE: ------- ~ CABLE TV PULL BOX BVC BEGIN VERTICAL CURVE [ru PULL BOX CATV CABLE TV CF CURB FACE ~ 1 1 l [ 111 ~j @il ~ s ® * ---u- CD = ..,,,..,, -x- ~ ~ [XX! ® [El 8) ® @ mri ~ ~ 0 sco ---- ---~--- -----S---- ----w----- --G--- --E-- -T-- -CATV- --SP-- GAS VALVE GAS METER TELEPHONE PEDESTAL PAVEMENT CORING TREE PALM TREE SIGN TELEPHONE MANHOLE WALL RETAINING WALL CHAIN LINK FENCE WATER VALVE WATER METER FIRE HYDRANT WATER MANHOLE IRRIGATION CONTROL VAL VE MANHOLE SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN GRATE DRAIN VAULT VENT SANITARY SEWER CLEANOUT PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG Cl ~ CNB CL. CLR. C&G E EC ECR EVC EXIST. FLG. FE FL FM G GV GB GE ICV LT. MAX. MJ MIN. NG N NTS NO. OG PE PROP. PB R RCP RET. RT. R/W SCH. s sco SMH SHT. STA. SW s SCE SQ. STL. T w W/ WM CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURB RETURN END VERTICAL CURVE EXISTING FLANGED FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRRIGATION CONTROL VALVE LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX RADIUS REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT-OF-WAY SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET STATION SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH WATER METER BASIS OF BEARINGS: CONSTRUCTION NOTES G) REMOVIE EXISTING WATER MAIN AND CONSTRUCT NEW 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L @ CONSTRUCT NEW 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ® REMOVIE END CAP, INTERFERING PORTIONS OF EXISTING PIPE, VALVIES, FITTINGS AND CONCRETE THRUST BLOCK G) INSTALL 12" DUCTILE IRON (FULL BODY) MJ SOLID SLEEVIE 0 INSTALL 12", 45" (MJ X MJ) DUCTILE IRON BEND ® INSTALL 12", 90" (MJ X MJ) DUCTILE IRON BEND ® REMOVIE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL NEW 1" WATER METER SERVICE LINE PER CNB STD-502-L 0 REMOVE AND SALVAGE EXISTING 18" VALVIE. RETURN TO CNB UTILITIES YARD LOCATED AT 949 W. 16TH STREET. ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES DEPARTMENT AT 949 W. 16TH STREET AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CNB STD-500-L FIRE HYDRANT SHALL BE JONES J-3700R ® REMOVIE AND DISPOSE OF EXISTING VAULT (BACKFILL PER SPECIFICATIONS) @ REMOVIE EXISTING AND INSTALL 2" AIR/VAC ASSEMBLY PER SPECIFICATIONS @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L @ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS @BULKHEAD ENDS OF ABANDONED 18" CAST IRON WATER MAIN (12" MIN.) EMERGENCY TELEPHONE NUMBERS THE BEARINGS ARE BASED UPON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO . 6257 AND STATION GPS NO. 6263 BEING NORTH 45"37'45" EAST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVIERYOR. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY (800) 427-2200 (800) 611-1911 (800) 332-1321 (949l 644-3011 (714 631-1291 {714) 542-6222 {949) 546-4100 NIGHT 611 BENCHMARK: BENCH HELD: NB5-11-70 NAVD88 74.777 FT OTY OF NEWPORT BEACH UTILITIES DEPARTMENT MESA CONSOLIDATED WATER DISTRICT TIME WARNER CABLE COX COMMUNICATIONS (949) 644-3717 FIFTH A VENUE w l.o.J :::, :::, z z ~ ~ <C <C "-Cl 0 <C "' ~ z z w "' Cl w i5 "-<!) I w :::, 1--------1 ~ >---- < "-1-----1 1-----1 ~ 1-------1 1-----1 ~ 1--------1 1-----1 w :::, z ~ <C w Q_ 0 I!:' 0 :::; w :c I w 1-----1 1-----1 :::, 1----, ~ r-------1 < ~--~--.., FOURTH A VENUE THIRD A VENUE SECOND AVENUE ~ L_J'---~-~ ~-~ f!:' 0 ~--ci :c ~-- LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: OR URDOCH MUNICIPAL OPERATIONS DIRECTOR DATE: 2-11-l'C DATE: "2. -\\ -'" GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2004 tDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VIERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVIEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. ANY WORK NOT INDICAliED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VIERSA, SHALL BE i FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. i ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF ANY WORK IN THE PUBLIC R/W. THE PUBLIC WORKS PHONE NUMBER IS (949) 644-3311 AND THE UTILITIES DEPARTMENT PHONE NUMBER IS (949) 644-3011. 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH WITH ADJOINING IMPROVIEMENTS. ALL REINFORCING STEEL SHALL BE GRADE 60, EPOXY COATED, CONFORMING TO ASTM A775 AND D3963. 9. ALL PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND FOR BEDDING SHALL HAVIE A MINIMUM SE 30. ALL WATER MAINS SHALL HAVIE A MINIMUM COVIER OF 36" FROM FINISHED SURFACE. 10. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVIE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 11. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS AND VALVES IN ACCORDANCE WITH CITY STD-510-L (A,B,C,D&E) AS APPLICABLE, REGARDLESS OF WHETHER THEY ARE SHOWN ON THE PLANS. 12. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUT DOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 14. ALL HARDWARE FOR FLANGED JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINTS, TRANSITION COUPLINGS, MECHANICAL JOINT HARDWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AN APPROVIED ANTI-SEIZE COMPOUND. 15. ALL FLANGED JOINTS SHALL BE JOINED WITH CLOTH REINFORCED BUTA-N RUBBER FULL FACED GASKETS. 16. WALLS AND FACES OF EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN 5 FEET IN DEPTH SHALL BE PROTECTED WHEN INSPECTIONS INDICATE THAT HAZARDOUS GROUND MOVIEMENT MAY BE EXPECTED. 17. THE CONTRACTOR SHALL INSTALL #10 GAUGE INSULATED TRACING WIRE ON ALL NEW PVC WATER MAINS. CONTACT CITY UTILITIES REPRESENTATIVIE CHRIS AUGER AT (949) 718-3019 FOR INSTALLATION INSTRUCTIONS. 18. THE CONTRACTOR SHALL CONTACT CITY UTILITIES REPRESENTATIVIE CHRIS AUGER AT (949) 718-3019 REGARDING UTILITIES POTHOLING THROUGHOUT THE DURATION OF THE PROJECT. 19. THE CONTRACTOR SHALL RELOCATE WATER METER BOXES TO PROPERTY LINE UNLESS OlHERWISE DIRECTED BY CITY PERSONNEL. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY STD-502-L AND STD-503-L. POTHOLING FOR UTILITY LOCATIONS THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING ALL EXISTING UTILITIES WHICH MAY BE AFFECTED BY THE WORK, AND TO VIERIFY POINTS OF CONNECTION AND POTENTIAL CONFLICTS. NO SEGMENT OF WORK FOR NEW PIPELINE SHALL BEGIN UNTIL THE CONTRACTOR HAS POTHOLED AND VERIFIED POINTS OF CONNECTION AND RELATED CONNECTION MATERIAL REQUIREMENTS, AND COORDINATED THE FINAL LAYOUT OF THE NEW PIPELINE WITH THE CITY REPRESENTATIVIE, INCLUDING ADJUSTMENTS DUE TO FIELD CONFLICTS WllH OlHER UTILITIES OR STRUCTURES ABOVIE OR BELOW GROUND. SHEET INDEX 1 TITLE SHEET 2 PLAN & PROFILE RECORD DRAWINGS These Record Drawngs have been prepared based on information submitted, in part, by others. While this information is believed to be rel iabl e, Crty of Newport Beach is not responsi ble to its accuracy, nor for errors or omissions 'lllhich may have been incorporated into these plans as a result REVIEWED: PATRICK ARCINIE A, CE 70740 GINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 02 09 16 C-7010-1 TITLE SHEET WATER MAIN MASTER PLAN REPLACEMENT PROJECT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5356-S SHEET 1 OF 2 CONSTRUCT (OPEN-TRENCH) 418 L.F OF 12-INCH C-900 (CL 200) PVC WATER MAIN EXISTING SURFACE ...., Y'-" 't_ ....,, r·1 ._ ~v ( ----.---------------,--------------------,---------r,..A--;-;v)'------------,-------,------------i ~-7 /.-------',---------------,----====t=~------"'=----------J 110 i------------------r-------------------------i----------i ,;•C,\!/ ,-----------,----------------,----,-----------,-----t----=---======--~-,~>~1 -f ------------i , o/~-_,L-----+--------------+-----------------+------1 z l 6 f,, 108 1----------t---------------------+----I :::= ------( , / I / I I I I----------------IC):-:----O=-t------------------------ll-------t----:;;-,,..-""-:__ __________ --+---------------1=~~~:~~fT~Fl~~M=Al=N=!=\)==,-+---+--------------l_i7""'--""----+, rri-t,----+------------------+----------------------+------1 1-------------~ci-t----------------------j-----------,-------t-----------------t------<;~-:---------------------j-f----t---t----J-,-/TI1\--------------~\~/i -/t----_---t--------------------t-----------------------t--------l ~ rn + ..----v c> J--v v ~ • __.-;::; ? ~ ) ~A / V __,/' V ~ __,,,,,,,,,-- 1----------------AC) _ :<( 1---------------~~~------J-------+---------------l-----------------=~=--~==,'4----===t=~-----L\I-!b3/ ----__,,,,,,,,-- f--UQ§} -< : 106 .,, ij Ill :1 I !JII.J!.I ru ~ z Cl) _ ---' I y ---__,,,,,,,,--__,,,,,,,,--_ _.A ~ • '" lv ~---~~__,,,,,,,,-------:::.--==-o-"!>-:,~6--__,,,,,,,,------::;A =--/-F ';--l:j;-l'-""-------------------j----------------------1-----1 ' ""',.---_---~-=-"""'--~s-""O ,__ f-@n / 104 ~ -----ID S O. 0058 S's,. " "--__,,,,,,,,--__,,,,,,,,--• / / __,,,,,,,,--I .,,.,.,...--I'--.. . __,,,,,,,,------w w ----.,,,...,.--' :i: \__ J . . ~ ~ X ' (Xl ~ a, ~ a"!>u-~ 0 ---lO <XJ <;: 5-=;;0-~ ~ 0 r--V CJ)? --~----------------+----------------------+-----I ala -t'-l---0">· .,., 0 , \ f----UQQ}I------------+-----=.,,..,_:::___ ~ ------m (!) 0 Qm ~ ~ 0 ~ IX) N 'r -- <i. (/) cri 0 "" lO ~ -0 --II ~ .:,; z CJ) - r-- 0 -I._ > '= . II <(' -, CJ) z ct';:'.'. SCALE: -,.,.......-,.---------------------+-------------------------+--------< '11 HORIZ: 1"=20' 1------------------<(-f·:;;;---------------------+-----------------------t------------< t;; z VERT: 1''=4' 10+00 11+00 -515- -515 1/2--517 1/2- 12+00 ' ' ' ~ EXISTING ABANDONED -~---.,. 18"W(CIP) ' ' (-X -, STA. 10+00.00 ~ ~1 BEGIN CONSTRUCTION I I I ;_:; I ,t:-I EXISTING 12"W(PVC) REFER TO W-5332-S, C-4920 - \ ' \ \ \ - ',/ "' ',/ \ - I GOLJENROD AVE~IUE ;: fr, t;-I (4)@ ======'=!",..~S'S ~ I _g __ g ____ ®-----~~~--1-11+00 03X9) \ \ r,a =-,1 'in N 40"35'28" E ' ,Z_ ~ I / I ',/ ',/ ',/ ' ',/ ',/ ',J,' ;JJ lb ~ 00 ',/ ---+ ',/ -+--',/ ',/ --',/ --+--~r_-::-,1,1 ~ " /\,/ ;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~~~~~~;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;F;;;;;;;;;;;;;;;;;;;;;;;;;;;dF\~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~;;;;;;;;;--¥,,~l~ r, 'r--....._/"/ " '°1 u 'in " /Y , / K ~ 3' --t-"-I", N ' EXISTING ->-6"W(PVC) I I (/) w I I I ...J ...J <( CONSTRUCTION NOTES _j - EXISTING ABANDONED - 18"W(CIP) ~-EXISTING 6" FIRE SERVI & DOUBLE CHECK BACKF, OW DEVICE FED FROM 6"W IN ALLEY EXISTING ABANDONED 6"W(CIP) \ I EXISTINGJ R/W -EXISTING CURB & GUTTER 10 8 I ()' rvi I ✓ I I I. I ,,, '-0 EXISTING ---/ 16"HPG REMOVE EXISTING 8"W(CIP) (11X 5 X 2;STA. 13+11.98 --- "' & ✓ I\'? ,"' 14 . c§> 6· ,{-.,_ I I 4 11X13) - ~ CJ) 13+00 I/. 0) 0 I -- -0 -I, > '= ? + 5-:i .,., - '> .,:: ;, "' - EXISTING 16"HPG -II _. z / / 6 l ; Iv 14+00 STA. 14+18.00 2 CONNECT TO EXIST. ~ & END CONSTRUCTION ~ ' -615- I ~I I I I EXISTING -----t------+- 6"W(ACP) EXISTING ABANDONED I 6"W(CIP) EXISTING 12"W(PVC) & 18"W(CIP) HOST PIPE REFER TO W-5332-S, C-4920 I I LO ::, I EXISTING R/W I H' I . I -631- -701- ~ EXISTING CURB J I & GUTTIER ~====-=-=--:..=-=-=-=-~s,.-;;:...=-=-=-=-=--=--=--=:;1-l=~....L-11 -~ ----,---~L ____ _ •~ I I • ' j ' • __ • .,....._ T -+---~ I ~ I ::, ~ ',/ ',/ ,/ LO N ~c - ',/ I ',/ ',/ --',/ --',, --',/ -++•••v .• 7 V\\---',/ 40"35'38" E T G <O 0 ----G ----G ----G'-+--LO-+--G -,---< ----------------\-----ei--~--.-----=------< -::, 4 f- ~ .---- - M-1t-=--i-EXISTING ::, 12"W(ACP) -612--614--616- -612 1/2--614 1/2--616 1/2--618--620--700- 15' 50' CD REMOVE EXISTING WATER MAIN AND CONSTRUCT NEW 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES DEPARTMENT AT 949 W. 16TH STREET AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CNB STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R f AS-BUI~ T NOTES: -- @ CONSTRUCT NEW 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ® REMOVE END CAP, INTIERFERING PORTIONS OF EXISTING PIPE, VALVES, FITTINGS AND CONCRETE THRUST BLOCK ® REMOVE AND DISPOSE OF EXISTING VAULT (BACKFILL PER SPECIFICATIONS) @REMOVE EXISTING AND INSTALL 2" AIR/VAC ASSEMBLY PER SPECIFICATIONS @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L ' V CONTRACTOR CHANGED VERTICAL ALIGNMENT DUE TO INTERFERENCE WITH HIGH-PRESSURE GAS MAIN AND INSTALLED A 2-INCH AIR/VAC ASSEMBLY. -A - C-7010-1 C 0 C □ ~ "' □ u □ E □ " N IX) "' ;: "1:l vii lO LO .,., 2 I <.) 0.. ~ □ C OJ "1:l 0 (!) VJ I lO LO .,., LO t "' ~ ; "' C ·c: OJ OJ C "' C ~ 0 0 INSTALL 12" DUCTILE IRON (FULL BODY) MJ SOLID SLEEVE 0 INSTALL 12", 45' (MJ X MJ) DUCTILE IRON BEND @ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS ,---.,------.-------------------------,---------.-----------.------------------------------to f PER AS-BUILT REVIEWED: ~ ® INSTALL 12", 90" (MJ X MJ) DUCTILE IRON BEND ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL NEW 1" WATIER METER SERVICE LINE PER CNB STD-502-L (j) REMOVE AND SALVAGE EXISTING 18" VALVE. RETURN TO CNB UTILITIES YARD LOCATED AT 949 W. 16TH STREET. @ BULKHEAD ENDS OF ABANDONED 18" CAST IRON WATIER MAIN (12" MIN.) @ INSTALL 2" AIR/VAC ASSEMBLY PER CNB STD-515-L ~ ~,~1~ GOLDENROD AVENUE CROSSING AT COAST HIGHWAY "D ~<,1-\, • .!J/('"-t-\, WATER MAIN MASTER PLAN j ti~ ~\ti PATRICK ARCINIEGA, RCE 70740 REPLACEMENT PROJECT 1 No. 70740 SENIOR CIVIL ENGINEER m Exp. 06-30-15 t---------.-----+-----------------------------1!;:, u>?f,_, c.rvn., 4fJ:, DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5356-S ~ ""'OFct,1,~;-9 t----------1"' NO. DATE DESCRIPTION OF REVISIONS CHECKED: PA DATE:02I09I16 PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 3" ,._ __________________________________________________________________________ ...__...._ ___ __. ______________________ .._ _______ ___, _____ __., ____ _.__..._ ..... ____________________ ...._ ______ __.