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HomeMy WebLinkAboutW_5332_SCITY OF COSTA MESA PAC!Ftc 0 PROJECT LOCATION PUBLIC WORKS DEPARTMENT WATER MAIN MASTER PLAN REPLACEMENT PROJECT VICINITY MAP C-4920 SYMBOL ~ STREET LIGHT -0-POWER POLE ('-GUY WIRE ~ TRAFFIC PULL BOX ~ CABLE TV PULL BOX [ru PULL BOX 1:8:1 GAS VALVE @!] GAS METER ~ TELEPHONE PEDESTAL s PAVEMENT CORING ® TREE * PALM TREE ----0-SIGN CD TELEPHONE MANHOLE = WALL ....... RETAINING WALL -x-CHAIN LINK FENCE © WATER VALVE [!fil WATER METER [XX] FIRE HYDRANT ® WATER MANHOLE @] IRRIGATION CONTROL VALVE Q MANHOLE ® SEWER MANHOLE @ STORM DRAIN MANHOLE l"!ffl CATCH BASIN !='='I GRATE DRAIN ® VAULT VENT 0 sco SANITARY SEWER CLEANOUT ----PROPERTY LINE NEW CONSTRUCTION ---G;.---CENTERLINE -----S----SEWER LINE ----w-----WATER LINE --G---GAS LINE --E--ELECTRICAL LINE -T TELEPHONE LINE -CATV-CABLEV1SION LINE --SP--SPRINKLER SYSTEM NOT TO SCALE DATE, __ G~-~-s~--'=s- ABBREVIATIONS LEGEND (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE AV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE ~ DIG-OUTS I, 4 .• ,1 CONCRETE PAVEMENT APPROVED: ___ ~~~~__l'.'.'.Ul!_U!::=_i ~-:====· =----- oWuTY PWD fafy ENGINEER DATIE: S:-S-/S° BC BEGIN CURVE :e~ :~~:~ ~;~c~~~~~VE CONSTRUCTION NOTES CATV CABLE TV G) REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-I NCH DIAMETER C-900 (CL 200) PVC WATER @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES DEPARTMENT AT 949 CF CURB FACE MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L W. 16TH STREET AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CNB STD-500-L. Cl CAST IRON FIRE HYDRANT SHALL BE JONES J-3700R 'i_ CENTERLINE ® REMOVE EXISTING WATER MAIN AND CONSTR UCT 8-INCH DIAMETER C-900 (CL 200) PVC WATER A CNB CITY OF NEWPORT BEACH MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L <{!J INSTALL 12", 45" (MJ X MJ) DUCTILE IRON BEND CL. CLASS I,\ r,;;;-, ,, ( ) CLR. CLEAR 0 REMOVE EXISTING WATER MAIN AND CONSTRUCT 12-INCH DIAMETER C-900 (CL 200) PVC WATER @ INSTALL 12 , 90' MJ X MJ DUCTILE IRON BEND C&G CURB AND GUTTER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ~ @ INSTALL 12" X 4" (MJ X MJ) DUC TILE IRON TEE E EAST/ELECTRIC 0 SLIP LINE EXISTING 18-INCH CAST IRON PIPE WITH FUSIBLE 12-I NCH DIAMETIER C-900 (CL 200) EC END CURVE PVC WATER MAIN PER PIPE MANUFACTURES RECOMMENDATIONS @INS TALL 4-INCH CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND ECR END CURB RETURN RISER PER CNB STD-508 -L, STD-510-L-C, AND STD-511-L EVC END VERTICAL CURVE ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WA TIER METER AND EXIST. EXISTING INSTALL NEW 2" WATIER METER SERVICE LINE PER CNB STD -503-L @REMOVE EXISTING AND INSTALL NEW 4" FIRE SERVICE LINE INCLUDING METER FLG. FLANGED /c\ AND VAULT FE FLANGED END ~ REMOVE EXISTING WATIER SERVICE LINE FROM THE EXIS TING MAIN TO THE WATIER METER AND FL FLOW LINE INSTALL NEW 1" WATER METER SERVICE LINE PER CNB STD-502-L '23) INSTALL 12", 22.5. (FE X MJ) DUC TILE IRON BEND FM FORCE MAIN ~ G GAS (j) INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIEN T WEDGE GATE VALVE WITH VALVE BOX AND ~ INSTALL 12", 11.25" (FE X MJ) DUCTILE IRON BEND GV GATE VALVE RISER PER CNB STD-508-L, STD-510-L-C , AND STD-511-L @ INSTALL 12" X 8" (FE X FE) DUC TILE IRON REDUCER GB GRADE BREAK ® INSTALL 8-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND ~~ ~~~g:~~NE~~NTROL VALVE RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L @REMOVE EXISTING WATER MAIN AND CONSTRUCT 4-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L LT. LEFT ® INSTALL 12-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATIE VALVE WITH VALVE BOX AND MAX. MAXIMUM RISER PER CNB STD-508-L, STD-510-L-C, AND STD-51 1-L @ INSTALL 12", go· (FE X FE) DUCTILE IRON BEND MJ MECHANICAL JOINT MIN. MINIMUM @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON TEE NG NATURAL GROUND N NORTH @ INSTALL 12" X 6" (FE X Fl:) DUCTILE IRON REDUCER @ INSTALL 1 D" (PVC X ACP) TRANSITION COUPLING NTS NOT TO SCALE ~ NO. NUMBER ® INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ REPLACE TRAFFIC SIGNAL DETECTOR LOOP OG ORIGINAL GROUND ~ c;:;:, PE PLAIN END ~ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER ~ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER PROP. PROPOSED ~ INSTALL 6" (PVC X ACP) TRANSITION COUPLI NG '41\ INSTALL 12" X 6" (FE X FE) DUCTILE IRON TEE PB PULL BOX "-'.Y ~ R RADIUS '15' INSTALL 8" (PVC X ACP) TIRANSITION COUPLING '42\ INSTALL 6" FLANGED DUCTILE IRON END CAP RCP REINFORCED CONCRETE PIPE ~ <::3 RET. RETAINING @ INSTALL 12" (PVC X ACP) TRANSITION COUPLING @ FILL EXISTING PIPE WITH 1-SACK SLUR RY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM RT. RIGHT v ---------~~ITcC"r1 -----------------------------~CON.CRETE-AND-ABANDON-IN-12.L,ACE R/w--RIGrn =-oF=-WA f7 INSTALL 8"-(FE7<FEf I5UCTILE IRON TEE SCH. SCHEDULE @INSTA LL 18-INCH CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER S SEWER @ INSTALL 12" (FE X FE) DUCTILE IRON TEE PER CNB STD-508-L , STD-510-L-C , AND STD-511-L ~ ~WERITT~OOT @ SMH SEWER MANHOLE @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS 45 WELD-ON 18" X 12" FLANGED TEE SHT. SHEET ~ Q STA. STATION @ INSTALL 8", 45" (MJ X MJ) DUCTILE IRON BEND ~ INSTALL 12" X 10" (FE X FE) DUCTILE IRON REDUCER SW SIDEWALK G°i" INSTALL 6", 22.5" (MJ X MJ) DUCTILE IRON BEND @INSTALL 10-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND S SOUTH ~ RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L SCE SOUTHERN CALIFORNIA EDISON '22' INSTALL 6", 45• (MJ X MJ) DUCTILE IRON BEND @ SQ. SQUARE 'e 48 REMOVE EXISTING WATER MAIN AND CONSTRUCT 10-INCH DIAMETER C-900 (CL 200) PVC WATIER STL. STEEL ~ INSTALL 12" (FE X FE) DUCTILE IRON CROSS MAIN INCLUD ING 10 GAUGE INSU LATED TRACER WIRE PER CNB STD-106-L T TELEPHONE ',el W WEST/WATER @ REMOVE INTERFER ING PORTIONS OF EXISTING PIPE, VALVES, FITTINGS AND CONCRETE @ INSTALL 10" (FE X MJ) DUC TILE IRON ADAPTER W/ 1'11TH THRUST BLOCK WM WATER METER ~ ® INSTALL 12" FLANGED DUCTILE IRON END CAP 8 CONSTRUCT THRUST BLOCK PER CNB STD-510-L GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CON TRACT SHALL BE CONSTRUCTIED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2004 EDITION AND SUPPLEMEN TS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIA L PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCA TION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTIRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AN D FiNISH TO ADJOIN IN G IMPROVEMENTS. 4. P C.C SHALL BE CLASS 560-C-3250 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CA LLED TO THE AT TENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILI TY ON THE CONTIRACTOR FOR CORRECTION. 6. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA , SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH . ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR 'S EXPENSE. 7. THE CONTRAC TOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES DEPAR TMENT 48 HOURS IN ADVANCE OF ANY WORK IN THE PUBLIC R/W. THE PUBLIC WORKS PHONE NUMBER IS (949) 644-3311 AND THE UTILI TIES DEPARTMENT PHONE NUMBER IS (949) 644-3011. 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH WITH ADJOINING IMPROVEMENTS. 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 HAVE A MINIMUM SE 30. ALL WATER MAINS SHALL HA VE A MIN IMUM COVER OF 36" FROM FIN ISHED 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-11 D (ANSI A21-10). ALL WATER MA IN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 11. THRUST BLOCKS SHALL BE INS TALLED 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 CONTRAC TOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFI C LANE CLOSURES. 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATER ING AND DISPOSAL ACCORD ING TO LOCAL AND REGIONAL PERMI TTING REQUIREMENTS AND DISCHARGE REGULATIONS. 14. ALL HARDWARE FOR FLANGED JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINTS, TRANSITION COUPLINGS, MECHANICAL JOI NT HARDWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AN AP PROVED 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 PROTIECTED WHEN INSPECTIONS INDICATE THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 17. THE CONTRACTOR SHALL INSTALL #10 GAUGE INSULATED TRACING WIRE ON ALL NEW PVC WATER MAINS. CONTACT CITY UTILITIES REPRESENTATIVE CHRIS AUGER AT (949) 718-3019 FOR INS TALLATION INSTIRUCTIONS. 18. THE CONTRACTOR SHALL CONTACT CITY UTILITIES REPRESEN TATIVE CHRIS AUGER AT (949) 718-3019 REGARDING UTILI TIES POTHOLING THROUGHOUT THE DURATION OF THE PROJECT. 19. THE CONTRACTOR SH ALL RELOCATE WATER METER BOXES TO PROPERTY LINE UNLESS OTHERWISE DIRECTED BY CITY PERSONNEL. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE WATER SERVICE ON THE PRIVATE SIDE OF THE METIER TO THE NEW DEPTH AND LOCA TION AS PER CITY STD-502-L AND STD-503-L. 20. THE CONTRACTOR SHALL CCTV AND CLEAN THE HOST PIPE PRIOR TO ANY SLIP-LINING OPERATION. 21. THE CONTRACTOR SHALL FILL THE ANN ULAR SPACE BETWEEN THE HOST PIPE AND THE NEW WATER MAIN WITH BLOWN SAND. POTHOLING FOR UTILITY LOCATIONS THE CONTIRACTOR IS RESPONSIBLE FOR POTHOLI NG ALL EXISTING UTILITIES WHICH MAY BE AFFECTED BY THE WORK, AND TO VERIFY POINTS OF CONNECTION AND POTENTIAL CONFLIC TS. NO SEGMENT OF WORK FOR NEW PIPELINE SHALL BEGIN UNTIL THE CONTRACTOR HAS POTHOLED AND VERIFIED POINTS OF CONNECTION AND RELATED CONNECTION MATERIAL REQU IREMENTS, AND COORDINATED THE FINAL LAYOUT OF THE NEW PIPELINE WITH THE CITY REPRESENTATIVE, INCLUDING ADJUSTMENTS DUE TO FIELD CONFLICTS WITH OTHER UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND. SHEET INDEX TITLE SHEET 2 TYPICAL SECTIONS AND DETAI LS 3 PLAN SHEET ALLEY 18-C & ALLEY 23-C 4 PLAN SHEET GOLDENROD AVENUE 5 PLAN SHEET GOLDENROD AVENUE 6 PLAN SHEET GOLDENROD AVENUE 7 PLAN SHEET GOL 8 PLAN SHEET GOLDENROD AVEN UE 9 PLAN SHEET FIRST AVENUE 10 PLAN SHEET MARGUERITIE AVENUE RECORD DRAWINGS These Record Drawings have beer, prepared based on the c est ova'lable information. While this informolian is believed to be reliabie, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or m ay not hove been Incorporated into th ese plans. ' ( L. r L· ,· ' 1-----------------------.------------------------------..---------,,-----------,--------------------,---,-=,..,..,.,,..,....=-=~=--.---:-:-:-:--:--,--:-::-:-,,------,:::----,----------tf-:-:c~==----------..------------------------------,' EMERGENCY TELEPHONE NUMBERS C-4920 BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 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 SURVERYOR. BENCHMARK: BENCH HELD: NB5-1 1-70 NAVD88 74.777 FT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT f.!ESA CONSOLIDATED WATER DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY NIGHT (800) 427-2200 (800) 611-191 1 (BOOl 332-1321 611 (949 644-3011 (949) 644-3717 (714 631-1291 (714) 542-6222 (949) 546-4100 TITLE SHEET WATER MAIN MASTER PLAN REPLACEMENT PROJECT W-5332-S ' ' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 Q .,_ _____________________ ,.___ _________________________ ...._ __________________________________ __. __________ ...,_ __________ .,_ _______ __. ___ __,a..a.;.L_...,a.,;,.,.;;""'-'.;.i..--------------------....i.-------'L J ~ OJ! <( u ]< ~ - THIRD AVENUE '-' 0, ~ w ---' <C -~- - -- I w ::, z ~ <C <C z 0 "" w CD BEGONIA PARK w ::, z ~ <C is F= <C z "' c3 ,, I HARBOR VlEW DRIVE FOURTH A v1ENUE SECOND AVENUE ~ FIRST AVENUE ,---- I BAYSIDE DRlv1E ~ <( <( ---' :r: <( 0 l:-1s;- C'o-1 S;- ,Sy~ ~)- THIRD A v1ENUE w ::, z ~ <C LL <( w ---' z "' w LL --.._ __ _=:;i w :::, z FIFTH AVENUE 5 ~ < 0 0 "' :z w ~ >-------< >-----' w '-------< '------1 w ::, ::, Z f-------<'------1 ~ ~'-------1'------1 <C LL C-------iC------1 <( <( ---' w :r: ---''-------<C------1 <( ~C------1 D l1' '-------1 w w ::, ::, :z z ~ w > < <( 0 w 0 0.. "' 0 z "' w >-g 0 ::J 0 w c.o :r: HARBOR VIEW ELEMENTARY SCHOOL GRANT HOWALD PARK I w ::, z w > <C (/) iE FIRST A v1ENUE e--------ll--------a w f------l>-------1 w f-------,f-------, C-------1'--------<~f------l>---------< ~ f-------,f-------, '------''--------<~f------1 .... __ ----I ~ f-------,~ C--------,C--------, '----'---' ,_ __ __. <C f------1 w ~ C--------< f--------< I § f-------<o.. <C '------' 1---------1 a:: f----------1 0 C--------< C--------< z ~ ~ e--------"'a-l l--------a W f----------1 C-------1 o iE e----------, e----------, g ::J ,_ __ __.R f------1>---------i W f-------, ~ :r: L---~ 3 r - SEA VlEW AVENUE w :::, z ~ < w z "" (/) <C ~ HO BB eIJB DB BB RR B NOT TO SCALE LOCATION MAP @ DENOTES SHEET NUMBER FIFTH Av1ENUE w w ::, :::, z z ~ ~ <( <( "' ~ ::, iE 0.. w (/) ::, "' "" "' "' <C <C ---' "' FOURTH AVENUE THIRD A v1ENUE I I SECOND Av1ENUE B/>851DE DRIVE w ::, z ~ <C ~ iE w ::, "" "' <C :,; l SANDC ASTLE DRIVE - OASIS SENIOR CENTER - w w :::, :::, z z ~ w > < <C (/) D ---' :::, 0 (/) (/) "" iE '-' <C "' "' <C z ~ ---@ [ I I I I I 11 I ] EAST COAST HIGHWA y [ 11 I I I I I I l ~::':::::-'-;:::::::::::::~ w f------lC-------I W f------1'-------I :::, ::, z f------l >~f------1 w<> <C f-------i f-------, -------<U,-------i O':l e--------l ::, -------i "" ~f--------< iE '-' ------1 <C a:: "" ~f-------, RECORD DRAWINGS These Record Dralffings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Vlklich may have been incorporated into these plans as a result. C 0 C 0 ~ rn 0 u 0 E 0 <X) N <X) "' 3: "tl VJ I N t'J t'J "' I s: / E 0 ... "' 0 ... 0.. ~ C OJ E OJ u 0 C. OJ O:'. C 0 0:: ... OJ ~ rn 0 :::, C 0 :::, ... OJ ~ ~ en I N t'J t'J "' ! O:'. ~ ; "' C ·.:: OJ OJ .!: "' C C-4920 ~ r--;---,-----,---------------------------,-----------r-::====----------r-----------------------------------1i5 & PER AS-BUILT REVIEWED: S LOCATION MAP / "tl 6 . OJ ~ .,, WATER MAIN MASTER PLAN ~ PATRICK ARCINIE RCE 70740 REPLACEMENT PROJECT ? SENIOR CIVIL ENGINEER aJ r-----=------r==---+-------------------------.------------1';;- DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5332-S 1: f-------;;_--1 ~ No. 70740 . 06-30-15 CHECKED: PA DATE:04 27 15 PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 Q _3. ,.__ ______________________________________________ .1..--...1.,.. __ .1..-_____________ .J...,_ ____ ...J... __ ~~~~---------------l.......=___:::....:...~-NO. DATE DESCRIPTION OF RE'v1SIONS *PRIOR TO CONSTRUCTION, CONTRACTOR SHALLPOTHOLE TO VERIFY EXISTING TRANSITION POINTFROM ACP TO CIP WATER MAIN EXISTING 1---------i 12"W(AC,)I -502- UJ :J z UJ � 0 z 0 (.) UJ (J) I EXISTING! 6"W(ACP -',/ -'--+- "' -"' ITV --+-CATV EXISTING I AC -----r STREET ' >( >( -- - ---G >( >( >( I STA. 1 BEGIN - -0 (.J I -s G � I I I N l:J u I N 0 I , '!I. .. \ --\ �ATV C �GV \G EXISTING ABANDONED 6"W(CIP) EXISTING 6"W(CIP) --EXISTING R/W t') "' "' . . . ... .. " ',j------s--CA V CATV G G - - -- ® \c; � J ' . . .. --CA V lr " \ STA. 10+00 BEGIN CONSTRUCTION 14 *© �® ''EXISTING SIDEWALK I EXISTING CURB & � I GUTTER L--N u u 0 406 406 1/2 +00 I �ONSTRUCTION 42 25 I ,,--.. � . .. , . - - -- - - G G G I I 408 408 1/2 6 r � - . . .. .. --s - G I I ® " .. --CATV G -501- I I I ® -� . ... .. -- G ) )C)\ ·--=-r,-� /□ ®1 ® I: D I I I I I I EXISTING R/W -405 407 409 405 1/2 407 1/2 409 1/2 CONSTRUCTION NOTES CD REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATIED TRACER WIRE PER CNB STD-106-L 0 REMOVE EXISTING WATER MAIN AND CONSTRUCT 8-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATIED TRACER WIRE PER CNB STD-106-L ® REMOVE EXISTING WATER SERVICE LINE FROM TIHE EXISTING MAIN TO THE WATER METER ANDINSTALL NEW 1" WATER METER SERVICE LINE PER CNB STD-502-L 0 INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6" {PVC X ACP) TRANSITION COUPLING @ INSTALL 8" {PVC X ACP) TRANSITION COUPLING @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 6", 22.5' (MJ X MJ) DUCTILE IRON BEND @ INSTALL 12" (FE X FE) DUCTILE IRON CROSS @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L @ INSTALL 6" FLANGED DUCTILE IRON END CAP () G ACACIA AVENUE -504- I IALLEY 18-C I I ® 1 r - -',/ 11 + OCl ',/ I ... "' "' w,,• • I.. .. 4°cJ'35' 36" E .. .. IN --s-- --- -CAT �A l1v CATV CATV CATV � G � G G G i 1_01 , _ ©� - 6 EXISTING R/W I I EXISTING PCC ALLEY I I -503- BEGONIA AVENUE FERNLEAF AVENUE 410 412 410 1 /2 412 1/2 0 I I IALLEY 23-CI I I ID ®-r 0\ 1 r,-"'1 , ,, uu "'\y "' . .I .. .. I " .. .. N 40" '28" E -3"' � -- G l G G G �] ""' '(' - (6) � I EXISTING R/W -I I I EXISTING PCC ALLEY I 411 413 411 1 /2 413 1/2 -506--508--510- EXISTING ABANDONED I I 6"W(CIP) I SEE DETAIL "G" I -EXISTING 6"W(ACP) � ---� ON SHEET 3 � ·/.,,. --EXISTING R/W I " ' . ... --CAT G G I/ / / \. "-/ '\ I I I I I 'w "' "' I I, .I .. .. I "' \ -s . --7 CATV CATV \ CAT h (j,;,G G "----Ir "' ·,"' I CATV G STA. 11 +47.00 - -- � � END CONSTRUCTION I I -505- -st- -- 0 - 414 414 1 /2 EXISTING ABANDONED � 8"W(CIP) EXISTING 6"W(CIP) 7 -EXISTING R/W "' .. ',j-- --� ',/ II J ,_,- �!)C.1--l 0� � 415 415 1/2 .. -- G -- -509- 416 416 1 /2 I II \, ' '\ I I O> \ ��I"' ' "' "' J .. " " 3"' - -- - G G G I © I II I 417 417 1 /2 '..,"'-st----Cl JV o- I I : I I "' " -- G � I I -"' -"' - ( G -- 418 418 1 /2 -¥2+00 I . " I " 3"' G - 419 419 1/2 GOLDENROD AVENUE J I EXISTING AC I STREET V-"' "' . . "- -- - G cl) l- � I I I- 6 "' " G I- I- ' / . -- " 1,1 p UJ :J z UJ � 1-(J) 0::: LL '' UJ :J z UJ � *PRIOR TO CONSTRUCTION. CONTRACTOR SHALLPOTHOLE TO VERIFY EXISTING TRANSITION POINTFROM ACP TO CIP WATER MAIN 147' h �-EXISTINGR/W Et-E _------::==e====-�=-==-=;:'==='l•c:$� 0 z 0 (.) w (J) 14 * EXISTING 6"W(CIP) ==-----c---== =--� ----=-=---= �""_: i�,,:�EXISTING 6"W(ACP) EX I STI N G �8"W(ACP)I � SEE DET�L "H" ON SHEE 3 61----"' 25 21 STA. 11+42.88 ALLEY 18-C DETAIL "G" NOT TO SCALE 420 420 1/2 14' 6"W(ACP) EXISTING 6"W(CIP) UJ I EXISTING ABANDONED I 6"W(CIP) :J )t I z EXISTING >--. UJ ;) -·H _[EXISTING � -.,,. . / " I / )t \ "' ,"'"' , "' "' ' . . I wl "' "' "' " " "" I ,i \ I -·-I s s------"' --"' - G G \ G I G G '-"" .... ,,--- I V I-(J) 0::: -LL I )t 4'-6" EXISTING CURB & GUTTER-=-1f-r+--+---I EXISTING --� 8"W(ACP) EXISTING 8"W(ACP)I---' "" ...... ........ I I 9'-6" ALL --STA. 12+52.47 END CONSTRUCTIO EXISTING CURB & GUTTER EXISTING 8"W(ACP) 421 421 1/2 EXISTING ABANDONED 8"W(CIP) EXISTING R/W EXISTING 6"W(ACP) ----<-----'--+------- ALLEY 23-B .., ---- -8"S ------ --'---'l-----------,- \_EXISTING _J 8"S(VCP) EXISTING PCC ALLEY DETAIL "H" NOT TO SCALE C-4920 C 0 C 0 � "' 0 () 0 E 0 mNo:i en 3''OV) INt')t') I!) t E 0 � ene [L -C "E"() 0 C.""' �"-"' 0 ::;, C 0 :::. �" � ;£ V) INt')t') I!) I �"' w 1-<l'. � 0, C ·c:""C0, C � 0 �--------------------------�-----------------�-----------------------------10 & PER AS-BUILT NO. DATE DESCRIPTION OF REVISIONS �VESS! i- l , • d,l>c, ,c; / �.., No. 70740 06-30-1C \. REVIEWED: PATRICK ARCINIE RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DATE: ALLEY 18-C & ALLEY 23-C WATER MAIN MASTER PLAN REPLACEMENT PROJECT CITY OF NEWPORT BEACH W-5332-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 1 Q <l'. ;;-'O"�0 .<:: V) II] �"' � ""' ::::J _______________________________________________________________________ .....__....., ___________________________ ....._ _____________ ....__....., _________________________ ...... ______ _PA 04 27 15 -_L "'--" I I ) I I 1 ' ' . , ' ,_ --.. " ' ( -- I ' I I)"-" ' I Q I I - ' I l ' . J , I - ' . I I I " I r \ ' ( l , I ' I I \ I V ! -- ' ' . . l ['] -V J c---:: . --, .... I I I " 9 t f . ' I I I I RECORD DRAWINGS These Record DraviAngs have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a resu lt. " ·1 l ., --- Ip . - I I - I I L ' oJ cb C -I' - \'' --- ' - " 1 I I ------- ~ I I C 0 a: "' I I I :( I I I -405-I I -407--409--411--413--415--417--419-I UJ I I I ::J -421-I -425-I -427--421EXISTIN 18"W(ML CSP) I"' :( I BAYSJJE I PARM. I i � ------ - -4□5 1/2--4□7 1/2-I -4□9 1/2-I -411 1/2--413 1/2- GOl,DENRC D AVENUE -415 1/2--417 1/2--419 1/2-f-p I zaOl UJ :;;,� 1/2-EXISTING 8"W(ACP) � -425 1/2- - -I -427 1/2- - I I I - ll CURB ----.. - - l-----'" EXISTING 18"(CIP) CAPPED AND ABA PLACE AS PART W,TER MAIN-ND )NED IN OF C-4603 I I I :( :( ·-- I -+--,c I /�\ � \I \14') CONSTRUCTION NOTES UJ >-es ' - -'vi 'vi FH - ------------ m rm -k,,'S -i ,? �j" c,°'(-v I CJ \ \ \ I �ISTING FOO� B�DGE J\�\\�\EXISTING R/W ----1 \\\ \\\I \ I \ 0 REMOVE EXISTING WATER MAIN AND CONSTRUCT 8-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L 0 SLIP LINE EXISTING 18-INCH CAST IRON PIPE WITI-1 FUSIBLE 12-INCH DIAMETER C-900 (CL 200)PVC WATER MAIN PER PIPE MANUFACTURES RECOMMENDATIONS ® REMOVE EXISTING WATIER SERVICE LINE FROM Tl-IE EXISTING MAIN TO Tl-IE WATER METER ANDINSTALL NEW 1" WATER METER SERVICE LINE PER CNB STD-502-L 0 INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L ®INSTALL 8-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L 0 INSTALL 12-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITI-1 VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER(!j) INSTALL 6" (PVC X ACP) TRANSITION COUPLING @ INSTALL 8" (PVC X ACP) TRANSITION COUPLING @ INSTALL 12" (FE X FE) DUCTILE IRON TEE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES, FITTINGS AND CONCRETE THRUST BLOCK @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L(8} INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 12" X 6" (FE X FE) DUCTILE IRON TEE @FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" Tl-llCK MINIMUM CONCRETE AND ABANDON IN PLACE @ REMOVE AND DISPOSE OF EXISTING VAULT (BACKFILL PER SPECIFICATIONS) ®CONSTRUCT 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L @coNSTRUCT 6-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L @ INSTALL 6" (FE X FE) DUCTILE IRON TEE I I I I --= @ I!lIII 111 "" --- 'vi " � 'vi 'vi 'vi 'vi .. in l() --N 'vi 'vi l() -40"35'28" E 'vi 'vi £XISTING 18"W(CIP) NOONED IN PLAC --------- � � -r L'= c::::> 'vi --'vi --'vi --'vi j�.1 v--1,1- I , I -----....L..�-------....--------,,-------�--'----''---�------,-------�-----....,..----�-EXISTING 18"(CIP) WATER MAIN __/ EXISTING_/-400--402--404--408--410-CAPPED AND AB, NOONED INSIDE R/W VALVE VAULT AS PART OF C-4603 f-EXISTING CURB --t-<,::--t-11 -412- I-:;;,I I 0::: �J -LL � SEE DETAIL "I" ON ,,,..-:3-..._/�SHEET 4 / ----- I \ 11+00 ', I '• 'vi 'v/SEE-S HE[J[ § FOR .. 'vi 'vi 'vi -I I ••E.W..__12'.'.__AIEELMA I'' \ \/ ,=(i' ''-� ........ ........ SEE SHEET 9 F R NEW........ ........ 8" WATER MAIN ........ I �lO� ........ 0 -420--422-0 -4□□ 1/2--4□2 1/2--4□4 1/2--406--408 1/2--410 1/2--412 1/2--414-I & GUTTER I --..__, I -418-I I I 36' I CX) -420 1/2--422 1/2-I" GOLDENROD �--------------------­-------­�-------------------- AVENUE EXISTING CURB & GUTTER 57 DETAIL "K" NOT TO SCALE CONSTRUCTION NOTES 50' E�STING----m 8"W(ACP) I ' I --E�STING I 18"W(CIP) I, I 18" MIN. 5=::-=--=--= =---=--=-;'------·, FILL ABANDONED 18" CAST IRON _J WATER MAIN WITH 1-SACK SLURRY wz:::, f­:::,0 I I I 6" MIN. ALL AROUND -----!----le--- DETAIL "I" NOT TO SCALE I I I GOLDENROD AVENUE ----,---9 L EXISTING UJ 18"W(CIP) ::J z UJ � I­ C/) 0::: LL I C: 0 C: 0 -"0 0 0 E0 * co "'"" "O vi I N.,., .,., l() t E e "' 0 L a_ -C: "E" 0 0 a." (>: C: 0 a_ L " -"0 :::;; CD REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-INCH DIAMETER C-900 (CL 200) PVCWATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L L "-® REMOVE EXISTING WATER SERVICE LINE FROM Tl-IE EXISTING MAIN TO THE WATER METERAND INSTALL NEW 1" WATER METER SERVICE LINE PER CNB STD-502-L :£ (/) I N.,., .,., l() 0 INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L(!j) INSTALL 6" (PVC X ACP) TRANSITION COUPLING @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6" (FE X FE) DUCTILE IRON TEE C-4920 t (>: "' C: ·.:: "".!: "'C: Cl .---..----"T""---------------------,---------....-----------,--,----------------------------10 '1' PER AS-BUil T REVIEWED: � L!..'l. GOLDENROD AVENUE '<> NO. DATE DESCRIPTION OF REVISIONS " �c, WATER MAIN MASTER PLAN ] � PATR RCE 70740 REPLACEMENT PROJECT ? SENIOR CIVIL ENGINEER co 1-----�-----+----------------------.---------1� DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5332-S �1---------1 " CHECKED: DA TE: PUBLIC WORKS DEPARTMENT SHEET 4 OF 1 Q ? PA 04 27 15 --------------------------------------------------------------------------------------------------------------------------"""'"'-------------------------------------- t-:= ' \ \ \ \~\ \ \;; \ \ \1 I I I I \"' \ \ \ \ EXISTING 15"SD(RCP) ~ \ \ \\;\\ EXISTING 18"W(CIP) ABANDONED IN PLACE ' \~\\\ F~ -"'= "' -"' _____Et I I I l II . I I I I I 1£ 'b ,.., ' ' I • --, V IV) t:i ~----------------------- I \ \ [ ABANDON EXISTING 9 18"W(CIP) 1n - - - - -.,ftl __ .m_ - - - - ----------- - - ----~ 1+8if--,IIHl'ic:l!-4_-__ v ~tr _____________________ J-~ 58 p; ABANDON EXISTING jj!= = = = 6"W(ACP) = = = :i: ______ / / - --~:::;-, )-!El===:==E'==='==== ---y --'--''--' I --~,, I ,. ,..._, I ,: / 24 / 14 ',~,~ ~ -_J ;-~/ I • --....' ,----1 I // ' ICATVI // ' 1_ ___ 1 E-X-IS~N-G T-----;:-6~=1---111--,",;-ff;:'.J' -~✓--~'':,.,--tW:".'Mr----:~g~: -- R/w CONNECT To /7', "H OISCO EX. 6"W(ACP) • ' ~M I FIRE SERVICE EXISTING VALVE---'---~!;!I I I 11 • --"✓ EXISTING ...J---1 ' !-----+---EXISTING _/ Y 6"W(PVC) I 1 1 8"S(VCP) - -:f"'_ ~ _,;.,,__'? EXISTING :1! u, r-' EXISTING R/W 6"W(ACP) I 3, II CO ,? c,e,'r-"<,;.-0!:i I ,,_------EXISTING iii 14' PCC ALLEY -512- ALLEY 24-A I I I I I I - . j I I I ~ I -~ Cl) • :::,: I I i •• . -' ~::g:.. -- I ------------• ··---• ~ /4 I .. ---........ I --... -. ··•·· ' f I i T N RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nev,.,port Beach is not responsible to its accuracy, nor for errors or omissions \'VTiich may have been incorporated into these plans as a result. No. 70740 Exp. 06-30- CIVl\. OJ> S?a~ ICK ARCINIE ' C ·a :::;; I I.. 104 102 100 7 0 b :;::i I-. . zo 0-E> ,-, 0..,. ;t st'""(!} --: m II � ,:::->,n z 10+00 I w1 I I ::::> _J p t' ;,, f-•--I ;,, �J -421--421 1/2-EXISTING 8"W(ACP) I I I -425--425 1/2- -- 11+00 I I-427-I -427 1/2-I I - STA. 10+00 �DETAIL "I" ON ABANDON EXISTING BEGIN CONSTI UC ION - C,> --I c::> -V:--I,;- + -, .,. -3' -' ET 4 ✓ � 1-I-":::::: -\ .........,_ I \ I ' I \, \,I I \,I \ I \ ,1 I ' '-' -....... ... 18"W(CIP)- ----11+00 \,I \,I \,I \,I \,I \,I \ \ � I-� -EXISTING CURB........ Cl) ....... , SEE SHEET 9 f-........ FOR NEW 8" & GUTTER0::: ........ ........ l�ro�WATER MAIN -Ill!........ -EXISTINGLL ' I R/WI 0 -420--422-0 I I I 35• I :1 '4t\fl OCl -420 1/2--422 1/2--424-N ' ' ........ I I I I -424 1/2-50' CONSTRUCTION NOTES CD REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L @ REMOVE EXISTING WATER MAIN AND CONSTRUCT 12-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L © SLIP LINE EXISTING 18-INCH CAST IRON PIPE WITH FUSIBLE 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN PER PIPE MANUFACTURES RECOMMENDATIONS (j) INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L ® INSTALL 12-INCH CLASS 150 fFE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, TD-510-L-C, AND STD-511-L ® INSTALL 12" X 6" (FE X FE) DUCTILE IRON REDUCER e INSTALL 6" (PVC X ACP) TRANSITION COUPLING @ INSTALL 12" (FE X FE) DUCTILE IRON TEE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES, FITTINGS AND CONCRETETHRUST BLOCK @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L@FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE ® CONSTRUCT 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB ST0-106-L \,I I I S=e:tJOS-o I-429--431--429 1/2-I -431 1/2- GC LDENR 0"' @) "' rr, "' -- \,I ,/ ',/ "' T -426-I -428--426 1/2--428 1/2-I ;: 0N S-lR l:J e'f-6()0-l=f-GF-1�I Nett-?flee-Eet-2ee}-Pve-wA-TER-M-AI:; t.XI� llm, �u1{F'i'ICt. : ER--�i;::.._.fl.l fl.ls � ....____ ---- S 0.0053 w f-� rn -(.!) st m -�(0 (J) rr, ' -OCl N N + ;;!; ·-: �-. II � ,2= ,:(_ .... z Cf) SCALE: HORIZ: 1"=20' VERT: 1"=4'12+00 13+00 14+00 50' 35' 15' I I I I I " I I I-433--435--437--439--441--501--503--507-I -433 1/2-I -435 1 /2-I -437 1/2-I -439 1/2-I -441 1/2-;,, I I -503 1/2-I -507 1/2- OD AVI :NUE -----12+00 13+00 ' N 40'35'28" E ',/ ',/ ',/ \,I \,I \,I \,I \ I I -430-I -432-I -434-I -436--430 1/2--432 1/2--434 1/2--436 1/2-I I I I & XX/XX/XX NO. DATE /, I @) - \,I \,I ',/ \ I \ � '""'" '"" I& GUTTER EXISTING I R/W I I -438-I-438 1/2- ( ' I a A -r; ::::>7w " ;,, EXISTING 12"W(ACP) -- � ";,, I SEE DETAIL .. J" ON'--/2 SHEET 5 -,I I ',/ I \ \ \ 0 ---.,. / - \,I " '-"'-- -\ 14+00 ' ' � \,I I I-'-z " ABANDON EXIST! 18"W(CIP) 0 �ro� (.) w ICl) " - , 16 ' ' "'[ ---11 - rfi ' I ' I II �I 9 -500-' � -EXISTING 12"W(ACP) ' -Tm------ I < "' - \,I IG - � I \,I -502--504- I -�,,-25 18 24 I I EXISTINGE _____ J I L __ 1!°�C!)Sk---------------- DETAIL "J" NOT TO SCALE . "/ �A . PER AS-BUil T DESCRIPTION OF REVISIONS n �FESS/� �t� \.. A,\>,:,/ � 't,� 4;.. ,, IiM'"' "' .., "' ... > No. 70740 Exp. 06-30-15 �� CJVI\.�OF �\f.= I -- @) -- ',/ ',/ ',/ j,- -��oI: � �-� c,v REVIEWED: \)c;Z -A� PA TRICK ARCINIEISAI RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DATE: PA 04/27 /15 15+00 I I -15+00 ' ',/ I "'I -506- {IQil------===--= --{jfil}---,..., 0 -' 0 .L <.O <.O ""-: r;-; {j]Q}-.,,,, 11 t; !!! UJ Cl) £. UJ II I w .... Cl) F C) (0 <( -. � "' '!: � (0 n, 0 0 m + m + -. "' r--(0 r---"' .. II. II _; r= -f-z-� z Cf) 16+00 I-509--509 1/2-I "' 0 rr, "' "' I-513--513 1/2-I SEE DETAIL "K" ON SHEET 4 I \ \ \ ___ .,. ' / ' ---,-'l.f / I "' ',/ I I ,' ',/ ',/\,l I I \ \ . EXISTING ', V/ </I 6"W(ACP) - .__ /-,-, - I--EXISTING 6" £ FIRE SERVICE I-512-I I 'f I ALLEY 24-A GOLDENROD AVENUE WATER MAIN MASTER PLAN REPLACEMENT PROJECT ', 0 0 0 0 + <.O <.O..-' I-� UJCl) � UJ Cl) z UJ- UJ...J Cl)II /() � � C-4920 CITY OF NEWPORT BEACH W-5332-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 1Q C 0 C 0 -"' 0 u 0 E 0 � o:i "' ;o "O Cf) INrr,rr,"' t E 0� "' 0 � 0.. -C " E " u 0 a. " a:: C 0 0.. ------------~----~-----~ \---- CJ -_...._ ... - y') - . Q- . f-- I 1"'1~ l I ti~ 1) I r '1 ~ - f- j . . C3._ ~ ' --- --j --- I . . . - - --- - -----.. _I ..... ........ ...... i II"". -· .. > ~ -...-, -■ - • "' II .. ' l w I I I I J -- . ( ~ --~ \ ) I I .. t, I 0 -- c;:yy ------- - .....____,, ____/ - ~~ I, ' I, )) l\, ' -----~ - =' ~- ' --. ID <.!) . = .. . ,- ,, I . j . I • .I I I I ~-I RECORD DRAWINGS These Record Dra\Alings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wh ich may have been incorporated into these plans as a result . -v:-&, ' - -,--- I I I I I I C 0 :::. SL I P - L I N E 20 9 . 4 8 L. F OF EXIS T I N G 18 - I N C H WA rE R MA I N W/ 1 2 - I N C H C- 9 0 0 (C L 20 0 ) PV C WA T E R MA I N CO N S T R U C T (O P E N - T R E N C H ) 2 1. 7 2 L. F . OF 12 - I N C H C- 9 0 0 (C L 20 0 ) PV C WA T E R MA I N SL I P - L I N E 20 8 . 8 0 L. F OF EXIS "I N G 18 - I N C H WA T E R MA I N W/ 1 2 - I N C H C- 9 0 0 (C L 20 0 ) PV C V AT E R MA I N 1- -- - - + - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - 1 - - - + - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - + - - - - - + - - - - - - - - - - - - + - - - - - - - - - - - - -- - - - - + - - - � - - - = =:: : : : : = i - - - - - - j - o : m - - - =-=---- ::::::=-=== t-- -- - - - - - 1 1 - - - - - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - + - - - + - - - - - - - - - - - - - - - - - - - - + - - - - - - < a " Xl£ - TI N G-£ U.RS: AC l, ; - - - - - - - - - - - - - - + - - - - - - - + - - - - - - - - - - - - - - ­ OV E R (j; OF PI P E - � -- - - - - - - - - - - - - - -j---- - - - - - i--------1-{Iill- ------- _r, 1---- ---+-- - - - - - - - - - - - - - - - +---- - - - - - - - - - - - - - - --+--+--- - - - - - - - - - - - - - +---- - - - - --+-- - - - - - - - --+-- - - - +---�-- - - - - -+--- - - - - - - - - - - - - - -/-- l---- - - - - - - - , 1---- - ---======l�-----i {IIQJ- "1 / v AV ) 0_. 0 --------- 1-- -- �, t , � - - + - -- - - - - - - - - - - - - - - - - - - - - + - - - - - - - - + - - - - - - - - - -- - - - - + - - -+--- - - - - - - - - - - - - - - - - - -+-----<=""Xl l,+ IN G -H l IN C '° � L O v CA S T IR O N WA T E R MA I N - � r . ; �! : ! : ! 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II <( • f-->(/) z 702 702 1/2 CONSTRUCTION NOTES 23+00 704 704 1/2 .. .. 706 .. --4 708 708 1/2 .. 0 REMOVE EXISTING WATER MAIN AND CONSTRUCT 12-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNS STD-106-L © SLIP LINE EXISTING 18-INCH CAST IRON PIPE WITH FUSIBLE 12-INCH DIAMETER C-900 (CL 200) PVC WATER MAIN PER PIPE MANUFACTURES RECOMMENDATIONS ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL NEW 1" WATER METER SERVICE LINE PER CNS SID-502-L .. 710 24+00 25+00 I I I 717 I I I 6 ®'-- I '-1-- . . . ... .. I •• .. '-1-- "' 0 t'l LO 712 712 1/2 714 714 1/2 716 716 1 /2 720 720 1/2 1;:;p 2'-4" � Ira 6• A; STA. 25+63.95 EXISTING 18"W(RCSCP) 1:1 ' ,. • I., •I EXISTING CAPPED AND ABANDONED �I t j' j 11_1 12"W(CIP) AS PART OF C-4603 I •• '. � Jji 111\ � J -�I_.,, fa 2®x2s)11_ � � ""' rn 1#.,. /. 9 LON,l_ + SCALE: HORIZ: 1"=20' VERT: 1 "=4' IL, EXISTING 16"W(ACP) ABANDONED 18"W(RCSCP) - -EXISTING 12"W(CIP) - G V, EXISTING -�"'---�"''-tl-t-+--j12"W(ACP) m I I II I I 1 1 1I I ABANDONED 12"W(CIP) Cl . -·��722 1/2 17'-6" r I-EXISTINGI I I 16"W(ACP) I I I I �l NO CONNECTIONI I AT CROSSING I _JTiti.fJ_ 60' 46' 6" G ,, I .. - 26+00 �� m <..') 0 0 0 0 0 LO +a <O NN_ . II <( • f-->(/) z G �® f--s s 26+00 ' ',. . .. " - f-- I G G ----- -' s .- ------f--"r-�.J:!: 1,,/ 1-tt---0--+.,�-EXISTING 2" ARV LL ASSEMBLY 27+00 -----E-E ---- GRAJ\J f H 0\/\JALD 28+00 -- G---G--­E --J�,_ -0 G E 0 ·>0 in ·o <X) <X) st "'�I-<(W 1-W ---Cl) J:s s s s w Cl)zw 28:?o I -w...J Cl) '.'.'.. . J: " " ... .... (..) \ ---' EXISTING CURB & GUTTER :.i- I I--<( "' :i!:- }-]ARBOR VJF\J\J £L£�;JFJ\J fARY EXISTING R/W C;('"l.-1(')111 C 0 C □�en □u□E□"' LO IX) "' ;,: --□ ui I N t'lt'l LO � E e "' 0 L o._ � C Q) E., u□a. ., "' C □ o._ C □ :a; L ., � (/) I NI') t'lLOI � /"' w f-- "' ® INSTALL 12-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND ' " r' " ' " ' '-" ' 1 lff 11 ---1 -l-I jjj jji--1 1 C "' "' ' I "i: RISER PER CNS STD-508-L, SID-510-L-C, AND STD-511-L @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER@ INSTALL 12" (PVC X ACP) TRANSITION COUPLING@ INSTALL 12" (FE X FE) DUCTILE IRON TEE@ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES, FITTINGS AND CONCRETETHRUST BLOCK @ CONSTRUCT THRUST BLOCK PER CNS STD-510-L@ FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUMCONCRETE AND ABANDON IN PLACE � II II <..') ' N111II -J;-� (2) ' ' EXISTING 12"W(ACP) � = -I :rf '"�" · w [ --:r EXISTING C _'.J_ 18"W(CIP) I I 24 C-4920 � 1n -J; 111 I I (/) -,-..,(H,)I I I �---------------------------�--------�---------�------------------------------18 __ '-7_1_1 _•-_3_" _______ �� I Lh PER AS-BUILT REVIEWED: �., w 41-1011 (1J �FESS/�GOLDENROD AVENUE ✓~ DET Al L "M" ���� 1,. AJ/c-_,-1;.� \"\/] WATER MAIN MASTER PLAN � fi � ti y� -��_, REPLACEMENT PROJECT � NOT TO SCALE NO. DATE DESCRIPTION OF REVISION S PATRICK ARCINIEISAI RCE 70740 > No. 70740 SENIOR CIVIL ENGINEER m Exp. 06-30-15 1-----�-------------------------�-------��"" CJV11>4!},DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5332-S � ,.,. OF cALi1.= 1----------1 en CHECKED: PA DATE:04127115 PUBLIC WORKS DEPARTMENT SHEET 7 OF 1 Q 3- I I I -I - - - - . - . ,-- L___- - --- I I I -I ·--- I -- -- I - I r - I - I I I --- I I I - -·-----------,,~-I I -- I - ----- I I ----~--I I I I ---- -""' f I ---- I I --I I ' I -------- I 705 I I I I I 703/ I 105 1/2 I 1011 I 709/ I 1111 I 713/ 703 1 2 707 1 2 709 1 2 711 1 2 713 1 2 ------ " I - - I ' - - 715 715 1 /2 -- - - -- 0 0 1 --+-Ex1sT1NG R/w J_ ~rh l , "1 dni ~ ,,bf\. _l_ __ ...J...........~,x1~~-1~T1Rc~__,,,,,_uRB .,___ _ _ _ _ ~~ E ~~ _A~ LJ _E,___.____ \~ 0 1 N (0 ~ I-<( w I-w Cl) I w Cl) zw -w ...J Cl) I ~ ~ " . . 6 . ' ' " " N 40'34'56" E ' ------------ t 'f -.;~ l • I '-'\ .1= ' -~=-==.-----==--~" l .J .. -11 ~11 I■ I " " - -- - ' ' I I ' - - I I I I I ' ' ' " ---. - . . ' I I -- - Ki - - ·-- '-r - 1 -1-~- ::> . -- ·-- -- --- - W ::- " => z ,, ' L.. \ s . I L .. .. ... I •• .. .,,:zv I EXISTING 18"W(CIP) \ Cl / ---SEE DETAIL "M" ON __;.I,,-j 'Y ; SHEET 7 • - C'I I . . --_} __ ,_ ....... -==,, • • ' <O ' -------, -. "' I I I \ I I \ I I - -. ·-I I -- -- . . --- - - - I I -----I -. -I I~ ' ,, ,, G G -·--- 4 . - ~~ , / .... 1 I l \ ... ;) . - -~ I --_,,.--I I I / / / / ~ --I --I ----' I J LI / I I I --1 ---~ - - ' - --- -- I . I - . ,q-+ ---: -------, -- --- - =:J --,----~--------- ..,..IY . . . . . RECORD DRAWINGS These Record Dra\Nings have been prepared based on information submitted, in part, by others. While this information is believed tote reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \•fflich may have been incorporated into these plans as a result I I I I I I -I I - - I - I - I I - I - I I -st N '-. ,.,., N '-. -st 0 ... OJ ~ rn " ::;; <:LJ�t>JE,.__482-LLOE....£XLSIJt>J.<; _ _j_8=.Jt>JCtLWAIEILMAlhLW,l'.12=-ll. .Ci, C=9.0D-(.C L200-)_e._\1�AIEILMAI" -/ --------l--------+-------------+--------------------+-------------------:;:,.,--,-=::------1150H--------------------+--------'--/-----,r-1162 "' � � \ � / I � 1148 I \ \ / ,-/ / 146 J / / I l---------ll-------------+------gJ:-·"-;,;r·-1NG----S�R�*�la-�----------;::,------+-------------::��7"':::::::_-+---[�}-++--0VER (j; OF PIPE -/" / 160 / C.AICl I, .. � -FACt.-���/ 158 I / / / / / / / / / 1-------l------------l--------------l--_L./" ___ --+-_____ �-----c7L.__-----c7L._+----,-<+-------------+---,/---+-�/7L.__//.L-/_--=====t===--=----------,---t------------,-------------------i� / / / -----l-------l=0�-+---------------+-------------+v��-------+---------:--.L_----;;,,L...------;;;,,L----+--""7L_-+----------:------:-------T-------+7----;, / .,_"-.3/ EXISTING SURFACE / / / _____,.,, EXISTING 18-INCH / 1------11441-<""l;;,--l-------------+""C'V t.x11"<"1'1�1 1=m,�n:,, 0=·1N;:r;,_,"t:,7r-----,..-,--7",::::_ ________ +---�e:::_7'L_ __ /-------;?""::...._---__.,.--------::�t-=:.._--+----7'i;<.;A<:'�,rii llt-<ir,ui,"rvia ,.,,ii, t.Wr<1Iil MAJl\l"'.1N::::::;-'\-------'----/----;;;,,..,t/-r--/7,,_�Q_O�l/3/'-----t----tJvVE�f-f'lf'E''-==-l--------l,,,--------------------1------------------------t,__ ___ ..,, __ ©,�r--_,_ ____________ ---1--GA&T-IRGN--WA-TleR----M-AINl-"----'c:::_----------+------"c:::_?""c:::_ __ ='"e::::_ ____ �.,.,1/�'?� __ l-____ +-------------/------;;,A_\----/----;-_c__/,;,Lf--/-;7<'...__"°___:"¥/-----f------------j----ll--/-----::r'-+-1681-------------------+-------------------------I/ / / / / / / l-_ ______aL.;...-Jl--------+---------7"''c....___.___:\\----------j-L--_,,L---:7L..__--------<�� "-----+---+--------�L.__�_�,,__--+r-----yJ'------------t------1----J-----::;,� r,; / \ ...., 1 / \ ./<'...____,-,,c./:...._----:""':�/---!?;:"+l--------'-------------+-fl/'----------,f-----------------+------------------------1/ / l---�L!-L-!----l----------------l-----_,.L------�,------�-,L...._7fL--�----�yH1-----+----+-------_,L-_-----'�, / / w !:-;: � / , ./ -/ �-----+----------------;,'-�L._/_�/L..._f----�'"'-----·�gll••�_,,.�,1� R-lts"''�"'-':-:-:-:--::c----:-7"'''-----f-----+-----------------+------------------------1/ / / 1-----1142 l--------Cwl)....:,_enE--l------------+------':...._-----�,-----_,,,--,,,L-./-------,-,,,L-hl----+--------:,,.L---------t<",.:.,1-----, 154 � / / / CAST IRON WATER MAIN� 1------=;--.--.-.-+-------------+--7""''---------------'\;--7""-'--7"'---------l'l---::,l"'-----------�,_1-_____ 1--____ +----------�-/::...._----7"-:.._--+----+-------,----------�=.,_,----t-------t--i1661----------------+--------------------------i� lli,+---------------:V/:..__ ________ ----:;'.Y_-----c;"/�/ __ -r---t-----7r--------t--------t-----t-------� / / / \ / V , l-------'-�o_en----1---------,,------1_,..,--------/-��/-=-A=/ __ /------;;;""'/�-r-t-----------i----------t---------t---,✓------77/4ci�6,7-r/:::...._ ___ --+----\\--\----+---/----\-'-<\:---+----,,,,.r;+----------------t-----------------. 140 I-+-.<(-+---------,,.-<'----+---------,7"'----:,>""--:;T,i':i A----:,,-<'----__J---:-t--t--------""""'1--------i / / , / , / , / / \ 152 1----------;;---+-----------:;;"'/::...._ ____ +-------=--,.,."'-----�,,.,./'------r,,.!-)-"'��-''"r/::...._ ____ -----,<(�+--+------------\-----+-------:::t-,<_ ______ -:-'/----;;;""/ __ -r/ _________ t-_____ � "'�-, 1 s4 L_+-------,;r------------"t-'-:-',,-----:;;,<..-----J--i 1 s41----------------+--------------------------i""' / ,// '??/ w // / "'-I / Y/./ \ / \/ ,,. _,, / / :3 -/ / ----.. v T _v / l--------+---/---7",.,._ ______ -+--__.,--7"'"----/------::-.,,.,._ __ /-----:;,.,,.,._ _______ --;'co=-t--+----------------°'s;;:---+---:7""----------t----07,L.__/ _ _/'.:::_------------l--------=��------"----/-_,,Lt-------,/L--t-------------------t-----------------------i "' / ...________ / 150 l---l 138l------l--=--<'.'......---------+7"'"-7"':::::_----:7"":::::_-------------:=:t-+-------------, ., ,_ V / V / / c,>l _/ / _/ _/ / _'\�".,-l--------+---------------+----------------------1 l---------l�----------"7'""-l-7":::::_ __ 7":::::_ _____________ +-+----------------+-----t----:...L._-r'-----------:r---------------------11-----------J162J--t-------:--'-��,,---/ ,v / + / / / /,?-Cl·'// __,,-- / /" � 1:j,+----------------+-----,,L-'+,,-'/"------------7"-/'..._ ________________ t----------+-------:rL., --,,,,c_,,,,lj -r"------/--+-----tz�+----------------+------------------------t/ / ,v ,t � / /v / / / / _ l---l 136l----+-------: _.,.--,,----:._,,,.:.......,,..L--,..-,--------:::,.L+------------------«i __ -J-;_s;.11 +-------------------I 148H--/---,,--/---r-+---:/,£-----------------+--------_-_---+1""-/=:/==�=�=/��=======�=====1o�=t============================�======================================: ,, 1..;:..+-------------------+-__.L..----,,,"----------l-/:.._----------------------+------------1160 / / I / tn'f / / /v / / -;:; 1------+l/-�-=------/--,,L--illv----,,-L._-----I-------------------_Jf_�--1---------------------+�/,L.--------:::/,,c.:�--------------------+-----------fL--/�L--+-----+----t:!,1-�=-�=+-----------------+--------------------. I/ / / / ?�.� l---l1341------�----,,.L..-+------+----------------------t--------------1461----l----+---+----------------------t--------------1�------t--------t----e--'I+'l-"-!.----------------+----------------------7,,-.. / X � .. -"''-'-----------------+--------------------------1 ,.,.-STA. 28+69.56 i 6 LATERAL / ....., , ';:~ �-----+------:;;�---�����=�������-----------�----�----�-----------r----+----------------------t-----=---:���---:���---:�1----,---�,,.,-1/ INV.=134.61 SCALE: STA. 32+ 76.58 i 6" FH LAT. 0 . 11 INV,=160.43 W � �,.._-----------------+------------------------------1HORIZ: 1''=20' VERT: 1"=4' 00ci I()-.j- 0+ "'co "'N_ . II <( . f-->(/) z I 14' . w � w 16' '• -�T �\ 29+00 EXISTING R/W � '-._ EXISTING 6"W(ACP) -- 30+00 I � EXISTING 6"W(PVC) ----j (0<.!J I() "' <O 0r--I() + I() 0 -.j-"' -. II <( > (/) z 31+00 GOLDENROD AVENUE ------�-----------�---------------0 0 � � �r:''if-:u=l=�__,�G�;)__-��.,------G---G---G---G---G--t----G---G---G-+--·G,---G---G---G--­0 'st + 00 r--� I­<( w I- w en Iw en z w -w _J en I � __,. � 3 3 3 3 _i:, .:::::...___c____ :,;.._-,:.-===::s� --=-==--:s"°=-=--::,s===--=-:,s----====-s--cc...===-� .,--=����---s.,:---===---c,-- :,�===-- . . "3 7 . ,.. � � l1J ��+00 ,. ,. �,. ,. ,. ���- .., .., .. \ .. 3 3 3 ., 3 3 ., .. .. ' .. 3 '1\1., 00 \.V ' ... .. j ., ":.,. l I() -.j-s----, I()- 3 , ..., 0<O . .., E E E s :, 31+00 . , . , ' ., ., G -- E s . ,., '- I I I G E ' ' ., s----= -- G ' ' ., E G ., r ' ' ., 32+00 -;1-/ _, -,v .;:/],,-� �-�v ':,C, --- - G G E E s ., 32+00 ' ," ... .. G E E ".. ---E " ',., ., ' \ \ 33+00 42' ■ • :- T ., .. '--�-------------------------------_ __,__ ------ ----- ----------- ----- ----- ----1 - ------:;...,- CONSTRUCTION NOTES EXISTING CURB & GUTTER EXISTING R/W '--EXISTING 18"W(CIP) G)REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L© SLIP LINE EXISTING 18-INCH CAST IRON PIPE WITH FUSIBLE 12-INCH DIAMETER C-900 (CL 200)PVC WATER MAIN PER PIPE MANUFACTURES RECOMMENDATIONS 0 INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, ANO SID-511-L @ INSTALL 12" X 6" (FE X FE) DUCTILE IRON REDUCER@ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER@ INSTALL 6" (PVC X ACP) TRANSITION COUPLING@ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES, FITTINGS AND CONCRETETHRUST BLOCK @ CONSTRUCT THRUST BLOCK PER CNB ST0-510-L • 28'-8"V }-]ARBOR VJE\JVFLFJ'.;JFJ\rf ARY SC}-JOOL STA. 33+22.00 I m_EXISTING 25' jl i-6"W(ACP) EXISTING 4" FIRE 1 1 1 EXISTING NORMALLY SERVICE LINE]_ � EXISTING -�rl �I-'--------- 111 r�isxEDMJ)" R.W.G.V.4"W(DIP) l'I EXISTING 6" FLANGED j I -----+----+� 18" MIN. I o DUCTILE IRON SPOOL 1 II N I w [ EXISTING 1,11 EXISTING NORMALLY� I :; 18"W(CIP) I .;,. CLOSED 6" R.W.G.V. 1 r.:, � (FE X FE) 00 _ , 11 J u£__ ---m JTL _____ ::;; -----------------. 1,-11 •:: Ill ·-.1;,[I· I ........ ....::....: 124) -EXISTING >--< 18"W(CIP)126l��ISTING 4"(01P;---��-iMETER 60' ., l\ 18' 11-1 � -----t:�;;;;---EXIST! G CURB & i.----GUTTE � ,___ EXIST! G R/W >-+-------------11--EXIST! G 6"W(ACP) �--SEE D:TAIL "N" ON ,/ SHEET 8 ' / \ \ --­\ I I !I i' I STA .. 3+22.00 I END < ONSTRUCTION -- C-4920 C0C0+-'en0u0E000 0, "' 3:,:,(/) I N "'"'I[) t E 0L"'ea. +-'CQ)E Q)u0C.Q)Cl'. C 0 a. LQ) +-'en0:::;;.!:0 :::;; LQ) +-' 0 3: (/) I N "'"'I[) t Cl'. w >-; "'C·.:: Q)Q)C"'C w/ 0 @ REMOVE EXISTING FIRE HYDRANT ANO RETURN TO THE UTILITIES DEPARTMENT AT 949W. 16TH STREET AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CNB STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R ,h----1 -P::T 11�1 .-1 • .:•; ..-< ..._ ______________ . ,---J-,ij----11�----..!!::: .: --------------,_l) I� 13 36)24 I I 6" MINIMUM �I >--->--< ALL AROUND �-�---�------------------------,,----------,-------------"T""------------------------------1 0 RE�EWED: <C Lt:. @ INSTALL 12", 90' (FE X FE) DUCTILE IRON BEND@ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER@ INSTALL 12" X 6" (FE X FE) DUCTILE IRON TEE@ FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUMCONCRETE ANO ABANDON IN PLACE 25) ,43'-" '-"FILL ABANDONED 18"W(CIP) -MAIN WITH 1-SACK SLURRY DETAIL "N" NOT TO SCALE PER AS-BUILT NO. DATE DESCRIPTION OF RE�SIONS No. 70740 Exp. 06-30-15 �crvn.. � OF c1.1,l.'l= GOLDENROD AVENUE � Q) \>a .,�J WATER MAIN MASTER PLAN _g PATRICK ARCINIE� RCE 70740 REPLACEMENT PROJECT ? SENIOR Cl�L ENGINEER g" 1-------,,------+---------------------,---------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5332-S �1--------t en CHECKED: PA DATE:04127115 PUBLIC WORKS DEPARTMENT SHEET 8 OF 1 Q 3- - -I I I -------I I I I , ---I I -I -. I ------. -I --I -----· ---~--~ .. -.------I I ----- -----I I -------I --I /. I ~ I lill -I I ~ / =I----I I I ----- 1--i= I I ---I I I -.. --------.. -I I I I I I I . I -- I -I I I ---------I --I I -. ---- 7 -----------I --I I . I --I -I - --I L -I I . . I ----I ~ I I I ----- - 1 L - i • ~-I -. < ;. - = = ' . . ~ -- ---· ~ ·--. -------___ _... __ L .. .. ------ ""-< --:=J---- . "" / \ - -- / / / / // / / . I / ... .-.._..._,,.., SUR // / -· -----·~•.\ I I // / I y ---------I I I I I ' ----' -I I I I I ----------· -.•r ... ---• - -• I I I I I I --------------------c= I I I I I I I ----------. G I I I I ------· -------. . ' ' • -- I ~ I I I -1 I I ---· ------I I I I I I ! -- \ I I / I ' I ---~ ---- I I 1 ~ I I --I I I --~ ·--. ---. ---- I I I -I --. I I I -. I -------- I I I I I I I I --I ----- I I I --I I I I 1 ' I -------· . ----- I I I -I I I c ----· --. I I I .--------, I --__J . -----I ' I I I I I ----I. . I I I I I I I I I I I I I C -- -I I I I I . --- 1-------------+------1-----------------------1-----------------~-----<1-----<- -~ /i ,('. ~ "' I 0 I -~~~ ,('. 1 I z ' -0 w 3 ~ ,,a --' -\ /?a :ir' . . "' \ I S ~ ~ wf s s \ " :s I ,('. "' I l33:00 \ .. I ✓ ' . . --. .. . • ' ' ~ a a ---. I ' / ' / -/ ------ ' ---.,..,_,, __ ,.., __ ' -\ -----~ ~ I I ' I . . - - - ' I - I I I I I I I I - I I - I I I RECORD DRAWINGS These Reoord Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of NeVvport Beach is not responsible to its accuracy, nor for errors or omissions W1ich may have been incorporated into these plans as a result -- . I I - I I --. I - I - I I - I I - I I - I I - I I - I I - I ._ __________________________________________________________________________ ...._ _ _,_ ___ ...., ______________________ .._ _______ ....,,__ ___ ...., ________________________________ ___._ EXISTING CURB & GUTTER EXISTING - ..a:.wCAG.e) ....,__........,:,._..... -fl _ _,_ -1 --Ic:::>----.::I l FOR NEW 12" PVC WATER MAIN SEE SHEET 5 SEE DETAIL "I" ON SHEET 4 1---- 2800 2800 1/2 ••••••••••••••••••·•••·•························•···•···•·••••••••••••••·•••·•····• , cc I -.::f" NI >-I �I ...J <( I I l.'.l I,_._....__EXISTING 6"W(ACP) 3 l.'.l <D 0 ,,., I[) EXISTING CURB & GUTTER 0c:::zw Cl ...J I 0 �ro�-+11--i---t-EXISTING 18"W(CIP)TO BE ABANDONED IN PLACE rr+,, EXISTING R/W I l.'.l I FIRST AVENUE t9 I CONSTRUCTION NOTES 11 11 i!-_�.J.J CD REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-INCH DIAMETIER C-900 (CL 200) PVC WATER MAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ® REMOVE EXISTING WATER MAIN AND CONSTRUCT 8-INCH DIAMETIER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L (j) INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L ® INSTALL 8-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6" (PVC X ACP) TRANSITION COUPLING @ INSTALL 8" (PVC X ACP) TRANSITION COUPLING @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8", 45" (MJ X MJ) DUCTILE IRON BEND @ CONSTRUCT THRUST BLOCK PER CNB SID-510-L @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L EXISTING --++-1 6"W(ACP) I I 3' 4' EXISTING --+1-----nl cc -.::f"C'\I6"W(ACP) l'I N >­w ...J ...J <( I " • N I I EXISTING PCC ALLEY APPROACH EXISTING EDGE OF GUTTER FIRST AVENUE EXISTING 2"GAS I >--+---+--EXISTING 6"W(ACP) DETAIL "O" NOT TO SCALE w ::::)z w � l l 1'. LO N '--'---l.-EXISTING 6"W(ACP) >­w ...J ...J <( SEE DETAIL "p" ON SHEET 9 I \ I I \.--____::;,+-___:,,-L-_ - -STA. 14+47.15 END CONSTRUCTION ••••·•••·•••·•••·•••·•• TO EXISTING �W,A TER MAIN : : : : : : : : : : : : : :L::::: ...•••··•···•···•···•···•···•••••••••••••••••••••···· ......................... . . .• � .. . . . . . . . . . . ,..,_. "-'. ·-•<·;-. "'-="-',m EXISTING R/W EXISTING CURB & GUTTER EXISTING PCC -­ALLEY APPROACH 3-...---1-EXISTING 6"W(ACP) ALLEY 25A � 3• I FH � [711 --EXISTING �-=--=--=-� = -=-1 I I 8"S(VCP) y=-- -----I i i EXISTING =====::: 11 1 111 6"W(ACP) -----------11 14 I I -------------- 2 EXISTING } 8"W(ACP) 15 -----�------------ I I 8 1 (2') �___J�LI-L--EXISTING UJ 6"W(ACP) DETAIL "P" NOT TO SCALE FIRST AVENUE C: 0 C: "...., V, 0 u" E0-0 Ol "' 3 "O vi I N ,,.,,,.,I[) t E 0 L "' i:' Q_ ...., C: Q) E Q) u" C. Q) fr'. C: " Q_ L Q) ...., V, ":::; L Q) ...., � (/) I N ,,.,,,.,I[) t fr'. ; "' C: ·c:Q) Q) C: "' C: r--;::--i---,---------------.---------r-:::=;,::--------.-----------------C=---.....:.4..::...:92=-0=----ii � PER AS-BUILT REv1EWED: c3 NO. DATE DESCRIPTION OF REv1SIDNS No. 70740 Exp. 06-30-1 crvn.. FIRST AVENUE "O Q) WATER MAIN MASTER PLAN � PATRICK ARCINIE RCE 70740 REPLACEMENT PROJECT ? SENIOR Clv1L ENGINEER rn t-;::;:=-;;:;:--�::-:::-:-::::-:----+---------------------r----------1� DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5332-S [" 1----------1 lJl CHECKED: DA TE: PA 04 27 15 PUBLIC WORKS DEPARTMENT SHEET 9 OF 1 Q 3- -Ca.;=------1 ~---;/~I ~ I EXISTING R/W ·v,,,~"'" '"'" . ~::: . "" ,,._,, ..... . . :~ -~ ..... . :::: .... /::::::· lJ I l'.J . .. . ,--,,.,,.,.,.,,.,.,-,,1 ::::::;...;-: H ::::r ::: 13+0 __ ; _i__. I t r---1,i--c, ;.;::------;S;--:;4-;;9::;'2~1 ,:;;5-:;3,;;-, ~E--,----+----~1--1 tt,-,,'-----,-,---+-----,-----------,;tr;;t""--~-+-'f!,t?'.t:,:.':'id---------;S-:4;::9:::'2;:,::;,5;-:;3:-" -;:E:--,----+-----r-,.j.j-lc--_ _L _ _i__ \ / ~ \ / 53 68 S.F. r,. '·· 68 S.F. 53 -----'I~-~-',. --,/ ---- SEE DETAIL "O" ON__/'-- ..._ ----STA. 10+00 BEGIN CONSTRUCTION SHEET 9 ~ 0 c::: I-0 i I _J v ~ w v I I '-..._ - ~ \1'. -~-J / - ? -··--- RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'M'lich may have been incorporated into these plans as a result. .£ C ::::;; .,_ __________________________________________________________________________________________ ,._ _________________________________________ ...., ___________________________________________________ _._ N&l'R-tl&F-40!:Hc.-� '�F 1 2 INCH PVG---WA'FER-MA!"'L-------------------i-i-----------------------l----------------------+----------------------+----------------------t---+---------------=:=-------t1·04-l---1----------------------------1 L----- 1-----------------1-1-------------------+-------------------+-------------------+----------------��-+--f-------------­1·02-- l-----------------+-+--------------------+------------------t----------------------i----------------�,.,.-"\ / I, ----- .,?' , / ---� -/ 1·00· / / V -/ -/_./ / / / ___..,,.-v , _./ OVER Cf. OF PIPE -7 ___..,,.- -----:::=-,,L::.-t-+---------------t98-f--t-------------------------i ---------__,.,.,- / ___..,,.-__,.,.,- , ___..,,.-nb,\1 ___..,,.-:;;! -/___..,,.-S"" -• ___..,,.-i;i _,,L.-___..,,.-___..,,.- -,; ...,..-...,..- ►. ::;; ...,..-...,..-G' 'a l-------1-94�1--------------++---------------------+---------------------------ii----------...,..-...,..-...,..-...,..-� !:::a"' -----...,..-+IX)-.j-"' I"'--.... ----...,..--II 1----------------------ri'-II I,/ I v -----....._ 'V-----:,_,L---------,-+�,-/'--'lll------------------+-----=�=-------:::1--""'--------"r----t-----------------------1--:0:---i c== ·::,. ------...... ---------. (/) z � � 1---------------�---111:--"-----"°" s,,_ "'-...... � -----...... 'q,.,-----...... ---------L--'" ,021':J ---------..zs� _J <( 0 <( � a::,.. - IX) -G' a a i5 ;-.: a "'- <i. I, > (/) "' "-"" -----...... <J ---------I.--',=:: "'-...... -----'° z -.t--------- Q-0 "' -.j-z --:, ·IIJ (, -mco . >---' II <( a:: -• ' (/) >Z I ,../6 ... , -..:._v Ir I I VERT: 1''=2' '--.._ _J a 10+00 11+00 ~c I I • I 12+00 13+00 14+00 14' PROTECT IN PLACE EXISTING TRAFFIC SIGNAL-;1,-INTERCONNECT FRAJ\JJ<.LJJ\j ' ·� � -\cl ,./'C 'I' 30"W(LBCWD)EXISTING/ ________________ __. __) '--.. • \ OJ 'l --EX ISTING ·1·/ _,,f 1 � / ---------------� f f;,!, L:_L�c A 1 -[" ' __ " cP'. J; 24"S(OCSD) \II () c' EXISTING ABAND ED 7 ------J--_____ "' �k U EXISTING 7 , \\',.. ~-c: ./.Vi 27"1WD) �1H�E�ETtI� oN <rn Ex1sT1NG ��Ex1sT1NG _ ___ _ _ _,I� -r-_��.�,�-· ,_ _ �AR?UE_RIT� AVENUE,'\ _ 18"SD _!/J J' ,['.10"W(CIP)_ j / � -'1'1 � ,, _ .. _, _ _ _ --£� / I -/ - 1 , 1 ' - ,/',,_,, �v,,,v. -��!.�(1�1�) /{3,-j.�J', CJ-0JJ --, -r-------7'(IRR)®'f-,/ f-] \ \\�x!.s;}tr Jf/F-l3) -//,_-· -,,\ -::::::::�"W(ciP)-,' 14+00 .. "' -" EXISTING _l_L..,_6_"W(ACP) _ � / / ' -----�, IE 1sT1� " I-,... � , If! r :<i � '("-....) N-,o N 40'37'1 o" E . /\ 1 1 +oot-\�) , ., A / T ,, 13+00 6"GAs __, ___ N 40·31•10" E1'"111'PVC) ' G , G.. .. --::3 ·u ..... , .. G .. �--"--[---"-Gi .. G - ,.. -},., G •• 1 ' .l..tj ; .. G •• G ••G ••G::::::::::::::::::::::·--·:-� r,;:l;l" ¼'$" . ... :1 I: • • • ......................... "� Cl z _,.1 / l"'11 ,, V � -� �.i: � -/ \H -- - - = � '(#: j \ I�-ix'/4.::::::::::::::::::;:::::::::::::: ::::::::::::::::: :��).fu�I�f�µ�Jt>: ' �;r�{:: ::: i::T:::::: ,_,"'·: ;�::::::: �(t�,:: "�� I EXISTING " � \r,.�, �J ' 54_,__2_2 _5 _S_;-i,-�<F1·s1-. ---�-fj�y.�\�l'i:�:_J; -�10 �, � � f�>_�1+J,++IITill4:��.���t;�iJ}�;, :ON G � G G ' ---G � / , :£ ---1;, '1\Wh ,; '/ EXIST ING---+--�� ... '}-_I-'--+--'"'<--\_-SEE DETAIL "R" �N------� ----�1-c -T- PRUD£J\J-rJAL A LJJ '° 1o"scvcP)--t-i sHEET 10 EXISTING R/w 5��� I I-------, ',-,:: I _J CALJFORJ\JJA 0.r� �-l_r:I(/ EXIST�NG � c..-,BAJ\J)<. Of ( J I EXISTING I I <C1 "-I_R r ,\ I -ry I 2-30 SD J / !I ,-+---I v, .t'..f--\� ' AJ\/l£RJCA � 10"W(ACP)I CONSTRUCTION NOTES @ REPLACE TRAFFIC SIGNAL DETECTOR LOOP <(@ INSTALL 12" X 10" (FE X FE) DUCTILE IRON REDUCER STA. 12+87.12 �2511612-4) CD REMOVE EXISTING WATER MAIN AND CONSTRUCT 6-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ® REMOVE EXISTING WATER MAIN AND CONSTRUCT 8-INCH DIAMETER C-900 (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-LG)REMOVE EXISTING WATER MAIN AND CONSTRUCT 12-INCH DIAMETER C-90D (CL 200) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER ANDINSTALL NEW 1" WATER METER SERVICE LINE PER CNB STD-502-L0INSTALL 6-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L®INSTALL 12-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANDRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER@ INSTALL 6" (PVC X ACP) TRANSITION COUPLING @ INSTALL 10-INCH CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITHRISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L VALVE BOX AND @ REMOVE EXISTING WATER MAIN AND CONSTRUCT 10-INCH DIAMETER C-90D (CL 20D) PVC WATERMAIN INCLUDING 10 GAUGE INSULATED TRACER WIRE PER CNB STD-106-L@ INSTALL 1 O" (FE X MJ) DUCTILE IRON ADAPTER@) REMOVE AND RECONSTRUCT PARTIAL DRIVEWAY APPROACH PER CNB STD-160-L-A@ REPLACE WITH NEW 1" RPPB DEVICE PER CNB STD-520-L-A *PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY CONFIGURATION OF EXISTING FITTINGSAND SHALL PLAN AND INSTALL NEW FI TTINGS ACCORDINGLY 3 EXISTING ---,1 O"W(CIP)�EXISTING12"W(ACP) 14' - - - -[-p--i I �:w� � ---N 6"G-47 =I� ---_(4fv �TT1'4i/ .-.: 1 l1i�1 EXISTING -wl I EXISTING 1 Q"S(VCP) 1 3' 38 6"GAS I I 1,4d 1 1 ,�1 1EXISTING --+-+----i 10"W(ACP) DETAIL "R" NOT TO SCALE 26 rtJ---EXISTING14iii6"W(ACP) �I �.3 .. ---- ---- ----•),;============� 1--(24).37).25)- - -7 11"® I I I lr--0 I I I � ' @\�! ,',;'-tr ----:: :: 1--=r:, � - )EXISTING � 12"W(DIP) _/ c., <!><,;. ..),. '?' -'----1!:=--'c::: 6 "G =-=-•:::::: ;E= 25 =------== � ---3-� 25 --1 EXISTING(25l18}'.24) STA. 14+07.06 6"GAS *PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALLPOTHOLE TO VERIFY TRANSITION POINT FROM CIPTO DIP WATER MAIN. DETAIL "S" NOT TO SCALE C: 0 C: 0 -"'0 "0 E0 "' a "' "',: --0 (/) I N "'"'"';!, 0 � "'0 � Q_ -C: Q) E Q) " 0 a_ Q) a:: C: 0 Q_ Q) - (/) I N "'"'"';!, "' C: ·c:Q) Q) C: "'C: @ INSTALL 12" (PVC X ACP) TRANSITION COUPLING .---.------,-----------------------.----------,---------------�-----------------------------1 0 RE"1EWED:<t: @ INSTALL 12" (FE X FE) DUCTILE IRON TEE@ REMOVE INTERFERING PORTIONS OF EXISTING PIPE,THRUST BLOCK VALVES, FITTINGS AND CONCRETE @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L@ INSTALL 12", 90" (FE X FE) DUCTILE IRON BEND DETAIL "Q" @ INSTALL 1 O" (PVC X ACP) TRANSITION COUPLING NO.DATE NOT TO SCALE PER AS-BUILT DESCRIPTION OF RE"1SIONS No. 70740 E:r:p. 06-30-15 <S>.>, CM\., ��ClFCAL� MARGUERITE AVENUE � Q) \);1 __ .. , WATER MAIN MASTER PLAN � PATRIC; ARCINIE(\AJ RCE 70740 REPLACEMENT PROJECT f 1---=.S:::.EN:.;_IO:.;_R:.;_C.:.;.IV.;,,;IL:....=EN:.;_G:.;_IN.:.:E:::.ER_-4-____________________ -,---------I; DESIGNED: AC DRAWN:AC CITY OF NEWPORT BEACH W-5332-S �CHECKED: PA 1--------1"' DATE:04127115 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 1 Q 3, -,-"' -------... ~--... --- I I - - - - '-------------------l-+---------------------+--------------------+--------------------+-------------------~"""~,-itw--1--------------------1------------------------; '-----------------+-l---------------------+---_JF:l(l;XIISil[tTIN,U:Jr.;_.s.u_c:111-11]·-:Al:-L""-------------f----------------------+----------------7"''-------I I I I . --------------++-----------------+---------+---------+---------------,,,,....-------1--------.,,-.-_---7"''------------l--l------------------+-------------------------j ---------------++-------------------f----------+----------t------------...,,....---------1------.,,..._---c.--7"~-------+--l------------------l------------------------1 ---=1"'=-----===-=~=--=-=--=--=-=+r_=------~~--------==----r : ---------------1--l---------------------1-------------------==i:=--===----=======----=+-----------t~----~-------------+-~'°-l--------------------t-----------------------1 <l'. ..J -----------------l-+----------------------t-----------------------t---------<Sl----+--------i-c__, ~,-~ro,-1------,,, ~- I I I -------~-------------------1------------------------; -111 Ii . r lll---------------------;;;,---s-:~---------------------1----,,---------,,-~----i-~-A.,------l--l----------------------1--L~------------------t------------------------i ~-'?,c_·,,..,..---:.._-1---------------------,, ........ ---:t-'---------=-------,-~.___t-----<lce--l--+--------------------+---------------------+-----------------------j -____ _.,_ _____________ 7 ~ ~ -V - ,ii·, :-----------------1---a:rl-----~-l-------------t--------~~+-------------t--__c:,..-s:'--l-"' m ,<,J, I 111 I I ~so 1/IJ J' ............ I I -·o · do. .w. "' mm -... " <l'. a: . 1=•-· > "' Vl1..>-... , 'J..1/ ,-..: "'-1------------------------+-----------------------t-------------------------i f------------"?-~ +"5 NCJl 1--------------------1-·--+-o-·<D"""----N ~o-ro►------------l----------:-I --------------1-----"",~ _J_ ~ z a'! :~,_~z~':'~---------------1---------=-1----------,-.---.--::--::--,-----:=:---_L ____ ~_lh..L.:_---t,----;;L. ______ ---;'f--i-1"'! _,,1~, l-----------------------t-----------------------1--------------------------i :-----------------~r---t<--o mm o rn a:, \ '" z "'. \ I ":; / f ,'J.. ./ SCALE: -'l _/ --,r---------------4----------.,cJu:r----------;-7 "' • " • I ' :-,, I 1 "=20' Iv <~> <1~> -HORIZ: 1---_________________ _[_ ___ vi_> __ --_____ vi_>_== ____________ L_ _______ ~-.... -ci:'~. _ _.I.'-=-- "--J --~ I ' • Cfi= -0 rn < I' ;ii . ii 'j •· ....... - ~: :. ': • : : . ~ . ~ . : : -' ---I EXISTING rn 18"W(MLCCSP) -- 1 ' I 1 I 1 ~· ,...-,, I 24 r i·. ~~-~>>J=f=~ _t 1.11 • T, L "' I . . ·.11 • ~ .. I ......... -,, I ;; ;; t" ....... 4 • ~!!--i+---+---------- -----+-... --- : • • , ~ ;· l;:~r • ' . .. • (t· -. ·• ·• • .... ,.. .... 1 I N <= --'-_ -. • • • ..;_;.✓ t = --= = =---=-= 6"G =--=--= =-~ -_ =----=-=---=---=--= =--3-c::: ~-.... ~,,,,..;,,7---------________ } __ _ - I I 1 9 EXISTING 6"GAS EXISTING 1 18"W(MLCCSP) ,J , " I I C l I - I·. I I •• I j I I 1 J I J~ I '' . .. L i.. I . " . T ~ . . ----- rr ....... '. I I I , . .. . cp !!! 9 cp C fa - -+:=:t •-: -" ' . l - ' - -/ ' I i----. . - . 0 1 ~ J. ,. .. . cf 7' -............ ' RECORD DRAWINGS These Record DraVv'ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result I I C-4920 I I ' . E