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HomeMy WebLinkAboutW_5311_SCIT TBE PUBLIC WORKS DEPARTMENT IRVINE AVENUE AND DOVER DRIVE 24-INCH ATER TRANSMISSION MAIN EMERGENCY TELEPHONE NUMBERS AGENCY NUMBER:- souTHERN CALIFORNIA GAS COMPANY 634-0251 SANTIAGO DRIVE TO WESTCLIFF DRIVE C-3708 APPROVED BY: DATE: -----------------------------PUBLIC WORKS DIRECTOR, R.C.E. 36106 APPROVED BY: DATE: -----------------------------CI TY ENGINEER, R.C.E. 24967 PREPARED BY: _____________________ DATE: ____ _ STANTEC SENIOR PROJECT MANAGER, R.C.E. 21646 RECORD DRAWINGS These Record □rowings hove 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 for its accuracy, nor for errors or APRIL 2006 omissions which may have been incorporated into these plans as a result. 8 s $ I t § ~ ii -I 8 ,-----------------..------------------r--------------------,-------------------------,----.---r-------------..----..-----------1" ~ SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 C-3708 ~~~F6cF ~~~~~~Es~fi:,~~ILITIES DEPT.) ~~~-3011 THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING ELEV. 87.259 NAV□29 / 1992 ocs ESTABLISHED. YEAR LEVELED 1992. i-----+--+--------------+---+----------l J APPROVAL RECOMMENDED APPROVAL RECOMMENDED: BASIS OF BEARINGS BENCHMARK ocs BM "NBB-21-92" BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 1528 THE BENCHMARK IS SET IN THE NORTHEAST CORNER OF A 5 FT. BY 5 FT. _ CALL TOLL FREE COUNTY SANITATION DISTRICTS 962-2411 AND STATION GPS NO. 6292 BEING N35'43'21"W PER RECORDS CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF DATE BY DESCRIPTION APP'D. W-5311-S ,: 1-800-422-4133 COMCAST CABLEVISION ;!~=~~~;· N 1~~6~:~~~o~E~gES RCE 22045 UTILITIES DIRECTOR ON FILE IN THE OFFICE OF ORANGE COUNlY SURVEYOR ~~E~'fil~.f;~i~Eo~tVIS:Jc:~:~.:~N~Y;iE~ ~R~~ ~ €~N~tRt~~~ i---~-~------------~---S-H_E_E_T_1_0_F_3_9_--l i LB::.'.E:.'..F~O'.'.:R'.'.:E~Y~O:'.,'.:U'...,'.D::'.l~G_l ______________ .:_:AF~TIE_:R:_::6.:_:: D:_:D__:P_::M:_ __ :::::::::::::::::: __ _J ________________ L _______________ l_ _______________ _J_'.'.'.OF~l~RVl~N~E ~AV~EN~U:::_E-~M~ON~U~ME:'.NT.'.._'.:IS_:S'.::'.ET....'.LEV~EL:_W~IT'._'.'.H__'.TH~E:.._:S~ID'.::EW~A:'.:LK::.._. ____ _l ______ ___:R_:EVl.:_:S:.:_10:.:_N:S ________ _J__~=___:--=-_:::::__J ~ I (_) <( w Ill z 0 I-(!) z I-z ::::) I LL >-' V, f-V, "" ::, :,: "' 0 0 "" a, BAKER !§ §! ...J d? [D ADAMS AVf.. c:i "" CITY OF 1------1 ORANGE CO. COSTA "" 0 FAIRGROUNDS [D ii§ MESA "" < '<" :,: VICTORIA ST. ~ < 191H ST. < F= z w u < ...J 0.. PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND ----EXIST. POWER POLE * EXIST. LIGHT POLE oo EXIST. MANHOLE -tot-EXIST. FIRE HYDRANT "ff PROP. FIRE HYDRANT D EXIST. METER BOX I PROP. METER BOX ----!><I---EXIST. VALVE ~ PROP. BUTTERFLY VALVE (BFV) .... PROP. VALVE (FLGxMJ CL 150) + PROP. AIR & VACUUM RELEASE ASSEMBLY ' PROP. BLOW-OFF ASSEMBLY (NOT USED) • PROP. CATHODIC TEST STATION -x-x-x-FENCE BLOCK WALL 0 TREE 00 SHRUBBERY ~/////.///_/a BUILDING PROPERTY LINE ---t.---CENTERLINE -lO'S--EXIST. SEWER LINE -12".J--EXIST. WATER LINE -lO'SD~ EXIST. STORM LINE PROP. WATER LINE -GAS-EXIST. GAS LINE --E--EXIST. POWER LINE --T--EXIST. TELEPHONE LINE -CTV--EXIST. CABLIE TELEVISION LINE DOMESTIC WAlER CONSTRUCTION NOlES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) d, TRENCHING AND BEDDING PER DETAIL 0-CONSTRUCT 12" PVC AWWA C900 (CL 200) PIPE WITH TRENCHING AND BEDDING PER DETAIL SHEET NO. CITY OF IRVINE 0---CONSTRUCT 8" PVC AWWA C900 (CL 200) PIPE WITH TRENCHING AND BEDDING PER DETAIL ©-CONSTRUCT 6" PVC AWWA C900 1 2 3 ABBREVIATIONS ~ CITY :io STORAG ~ YARD ::5 RESER. ~ RD. 8; AC ASPHALT CONCRETE AB AGGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROVED AVE AVENUE B/C BACK OF CURB BC BEGIN CURVE BCR BEGIN CURVE RETURN BFV BUTTERFLY VAL VE GIP CAST IRON PIPE DR U.C.I. (CL 200) PIPE WITH TRENCHING AND BEDDING PER DETAIL ©-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L ©-INSTALL 12" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS 0-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF • NEWPORT BEACH SID-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANT ®--INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502-L @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY @)--INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 @-INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ®-INSTALL 6" BLOW-OFF ASSEMBLY PER NEWPORT BEACH STD-525-L @-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CP-1 31 CP-2 32 CP-3 33 SHEET 1 OF 7 CML & TW CEMENT MORTAR LINED AND TAPE @-REPAIR OR REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS FOR TEMPORARY CONSTRUCTION CONDITION AND AFTER FINAL CAPPING OF STREET. 34 SHEET 2 OF 7 CMP WRAPPED CONG CORRUGATED METAL PIPE CONST CONCRETE D.I. CONSTRUCTION DEPT DUCTILE IRON PIPE DWY DEPARTMENT DU DRIVEWAY E DUCT E'LY EAST EASTERLY EC ELEC. END CURVE EX ELECTRIC FE EXISTING FL FLANGED END GB FLOW LINE HZ GRADE BREAK INT HORIZONTAL INV INTERSECTION LF INVERT MJ LINEAR FEET MIN MECHANICAL JOINT N • MINIMUM , NORTH N Ly NORTHERLY NTS NOT TO SCALE ~~C POINT OF COMPOUND CURVE POWER POLE ~~gp POINT OF REVERSE CURVE PROPOSED ~~T POLYVINYL CHLORIDE PIPE PAVEMENT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE ~fGV RESILIENT WEDGE GATE VALVE RING TIGHT R/W RIGHT-OF-WAY ~go SEWER CLEAN OUT SECT STORM DRAIN SHTS SECTION S SHEETS SOUTH SS~L SANITARY SEWER y SOUTHERLY SMH SEWER MANHOLE SSTTL STREET STEEL TELE TELEPHONE LINE TR TRACT TYP TYPICAL VVCERPT VITRIFIED CLAY PIPE W VERTICAL , WEST W LY WESTERLY WTR WATER @)-INSTALL 6" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L @--CONSTRUCT 36" STEEL CASING t MINIMUM LJ""1 THICKNESS PER DETAIL \E) @-INSTALL 4 WIRE CATHODIC TEST STATION FOR CASING PIPE PER DETAIL @--PROVIDE CATHODIC ISOLATION AT SERVICE CONNECTION TO WATER MAIN PER DETAIL ®--INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502-L @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. @-INSTALL 1" CONDUIT WATER SERVICE LINE AND METER PER CITY OF NEWPORT BEACH SID-515-L. ®--INSTALL 1" AIR VACUUM ASSEMBLY PER CITY OF NEWPORT BEACH SID-502-L. GENERAL NOlES 35 SHEET 3 OF 7 36 SHEET 4 OF 7 37 SHEET 5 OF 7 38 SHEET 6 OF 7 39 SHEET 7 OF 7 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH "STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION,' 2003 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. lHE CONTRACTOR SHAUL TAKE ALL PRECAUTIONS TO PROTECT lHEM WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (1-800-227-2600) 48 HOURS BEFORE ANY EXCAVATION. 3. STATIONING REFERS TO CENTERLINE OF PIPELINE STATIONING. 4. AILL WATIER MAIN CONSTRUCTION WORK SHALL BE PERFORMED BY A LICENSED CONTIRACTOR. 5. lHE WORDS "INSTALL" AND ·coNSTRUCl" IN lHE PLANS AND SPECIFICATIONS INDICATE lHAT THE CONTRACTOR SHALL FURNISH THE SPECIFIED EQUIPMENT OR MATERIALS AND INSTALL OR CONSTRUCT lHEM IN PLACE, COMPLETE AND OPERABLE, UNLESS OlHERWISE EXPLICITLY INDICATED THAT lHE MATERIAL IS FURNISHED BY lHE CITY. 6. lHE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GLITTER SO THAT THE FORMS CAN BE CHECKED FOR UNE AND GRADE AND COMPARABILITY WITIH EXISTING CONSTRUCTION. 7. ALL PIPE SHALL BE CONSTRUCTED WITH AT LEAST 4-FT MIN. COVER FOR PIPE 1o"N24" INCH DIAMETER AND 3-FT. MIN. FOR PIPE fi DIAMETER AND SMALLER. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPlH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF lHE GROUND OR OlHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVf. (5) FEET IN DEPTH SHAUL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SHEET INDEX SHEET TITLE TITLE SHEET MAPS, SYMBOLS AND NOTES DOVER DRIVE -STA. 5+46.36 TO STA. 10+50 DOVER DRIVE -STA. 10+50 TO STA. 15+50 DOVER DRIVE -STA. 15+50 TO STA. 20+50 DOVER DRIVE -STA. 20+50 TO STA. 25+50 DOVER DRIVE -STA. 25+50 TO STA. 31+00 DOVER DRIVE -STA. 31 +00 TO STA. 36+00 DOVER DRIVE -STA. 36+00 TO STA. 39+34.78 IRVINE AVENUE -STA. 50+00 TO STA. 54+50 IRVINE AVENUE -STA. 54+50 TO STA. 59+50 IRVINE AVENUE -STA. 59+50 TO STA. 64+00 IRVINE AVENUE -STA. 64+00 TO STA. 69+50 IRVINE AVENUE -STA. 69+50 TO STA. 74+50 IRVINE AVENUE -STA. 74+50 TO STA. 79+50 IRVINE AVENUE -STA. 79+50 TO STA. 84+50 IRVINE AVENUE -STA. 84+50 TO STA. 89+50 IRVINE AVENUE -STA. 89+50 TO STA. 92+62.93 IRVINE AVENUE -STA. 100+00 TO STA. 110+00 IRVINE AVENUE -STA. 110+00 TO STA. 120+00 IRVINE AVENUE -STA. 120+00 TO STA. 126+60.63 IRVINE AVENUE -STA. 200+03 TO STA. 204+21.80 (NOT USED) (NOT USED) (NOT USED) CROSS SECTIONS DETAILS PIPE JUNCTION DETAILS PIPE JUNCTION DETAILS CATHODIC PROTECTION SITE PLAN CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS DOVER DR. CLOSURE WESTCLIFF DR. TO IRVINE AVE. TRAFFIC DETOUR PLAN FOR DOVER DR. CLOSURE IRVINE AVE., 19TH ST. -20TH. ST. (8" WATER) IRVINE AVE. @ DOVER DR. IRVINE AVE., 20TH ST. -HOLIDAY RD. (8" WATER) IRVINE AVE., HOLIDAY RD. -FRANCISCO DR. (8" WATER) IRVINE AVE. 20TH ST. TO FRANCISCO DR. (24" WATER MAIN) IRVINE AVE. -FRANCISCO DR. TO SANTIAGO DR. (24" WATER MAIN) IRVINE AVE. @ SANTIAGO DR. IRVINE AVE. @ SANTIAGO DR. & TRAFFIC DETOUR CLOSURE PLAN FOR SANTIAGO DR. @ IRVINE AVE. RECORD DRAWINGS These Record Drawings 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. GENERAL NOlES CONT'D 13. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (949) 644-3106. 14. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OlHERWISE SHOWN. ALL WATER MAIN FlmNGS ON STEEL PIPE SHALL BE WRAPPED WllH WAX TAPE PER SPECIFICATION SECTION 13120 AND CORROSION PROTECTION DWGS. ALL WATER MAIN FITTINGS ON PVC PIPE SHALL BE ENCASED IN 8-MIL LOOSE POLYETHYLENE PER CORROSION CONTROL DRAWINGS AND SECTION 207-9.2.6 OF lHE STANDARD SPECIFICATIONS. 15. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTIUZING TYPE 316 STAINLESS STEEL NUTS, BOLTS AND WASHERS. NON-INSULATING GASKETS SHALL BE FULL -FACED, CLOlH REINFORCED, BUNA-N RUBBER. INSULATING GASKETS MATERIALS SHALL BE PER THE CORROSION PROTECTION DRAWINGS. ALL BARE (NON-COATED) METALLIC SURFACES SHALL BE WRAPPED WllH WAX TAPE PER SPECIFICATION SECTION 13120 AND CORROSION PROTECTION DWGS. BOND ALL BURIED NON-INSULATING MECHANICAL PIPE CONNECTIONS (I.E. COUPUNG, FLANGES, VALVf.S, ETC.) PER CORROSION PROTECTION DRAWINGS. 16. FLEX AND TRANSITION COUPUNGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL lHREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 17. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE lHREADED PARTS COATED LIBERALLY WllH AN APPROVED ANTI-CEASE COMPOUND. 18. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES AND SHAUL CONFORM TO lHE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISH BY lHE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 8 ... II PHASES NSl'ALLALL .C NB~i..E!OOIIL:1101■ BEOIN«l AT 8ANIWl0 NC l'F!OC RI BAac TO wam:t..FF SHEET INDEX MAP GENERAL NOlES CONT'D 22. ALL BURIED NON-INSULATING MECHANICAL PIPE CONNECTIONS ON STEEL MAINS (I.E. COUPUNGS, FLANGES, VALVES, ETC.) SHALL BE BONDED PER CORROSION PROTECTION DRAWINGS. 8 s. 23. CATHODIC PROTECTION TESTY STATION SHOWN ON lHE PIPEUNE PLANS AND PROFILES ARE FOR GENERAL - INFORMATION ONLY. lHE CONTRACFTOR SHAUL REFER TO THE CORROSION PROTECTION PLANS (SHEETS CP-1, 2, $ AND 3) AND FURNISH AND INSTALL PROPER CORROSION CONTROL AND TEST DEVICES ACCORDINGLY. :,i 19. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 30.I:: 20. THE CONTRACTOR SHALL INSTALL ALONG WITH THE PVC WATER MAIN, A 1 o GAUGE INSULATED TRACING 24. THE CONTRACTOR SHALL REFER TO THE APPROVED PIPEUNE PLANS, IN ADDITION TO THE CORROSION CONTROL PLANS AND TRAFFIC CONTROL PLANS, FOR lHE FINAL PIPEUNE AUGNMENT FOR lHE CONSTRUCTION OF lHE "' WIRE PER INSTRUCTIONS FROM UTILITIES REPRESENTATIVf., LOREN LOVE (949) 710-3410. CORROSION CONTROL WORK AND INSTALLATION OF THE TRAFFIC CONTROL FOR THE PROJECT AS REQUIRED WITHOUT ~ 21. ALL NEW STEEL WATER MAINS SHAUL BE MORTAR UNED AND EXTERNALLY WRAPPED WITIH A 3-LAYER, 80-MIL TAPE ADDITIONAL COST. lHERE ARE lHREE ALIGNMENT EQUATIONS OF THE PIPEUNES NOT REFLECTED ON THE CORROSION ~-------1 ~ 8. lHE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. WRAP (PER AW'IIA C209\C214) AND CONSTRUCTED WITH WELD JOINTS, UNLESS NOTED OlHERWISE. EXTERNAL TAPE CONTROL AND TRAFFIC CONTROL PLANS, INCLUDING: (1) DOVER DRIVf. AT MARINERS DRIVE, (2) DOVER DRIVE AT C-3708 [ WRAP SHALL BE COVERED WllH A 3/4-INCH PROTECTIVE MORTAR OVERCOAT. IRVINE AVENUE AND (3) IRVINE AVf.NUE AT 21ST STREET. - ..... ----------------------------,----r----r-------------r--'TT.==:--------r------------....... -----,1 APPROVED g IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENIT CODE REQUIRES A DIGALERT IDENITIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA 9. CONTRACTOR SHALL ADJUST AND RELOCATE ALL WATER METERS TO GRADE AT PROPERTY LINE AND CONNECT TO EXISTING SERVICE AS NECESSARY. 10. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER MAIN AND LATERALS IN SERVICE DURING INSTALLATION OF lHE WATER MAIN REPLACEMENT. 11. lHE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES AT ALL TIMES IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS INCLUDED IN lHESE PLANS, lHE STANDARD SPECIFICATIONS, lHE WAT.C.H. HANDBOOK AND AS DIRECTED BY THE CITY REPRESENTATIVE. 12. lHE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. IRVINE AVENUE AND DOVER DRIVE i STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS 19 TECHNOLOGY DRIVE 1/Y)/rA RfS &. lmllll -MAPS, SYMBOLS AND NOlES lg IRVINE, CA 92618 DATE - 949. 923.6000 stantec.com l-_ _j_ _ _j_ ___________ -1---+=:..===:;::::::====l--------------,c--------1.: DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S 1---~-~-----------~------.,.,...,,~---, REVISIONS CHECKED D.R.H. DATf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 2 OF 39 Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) DATE BY ,__ __ nl'.',----11------+------+------+------+-----1------+------+------+------+-----1------+------+------+------+-----t-----+------+------+--------1-----t-----+------+---~nn_,_+------+------+--------i 1 .:,v -- r-ST,.: 5+00.39 ELE 1: 79.33 on / rEXIS ING FINISHED G ADE f__ OVEf PROPOSED PIP F (j:: on --~ ~ -~ 1-------+----------,1------+--+--------1-~-,,-'1~~'----t---:r -;,, V~------1---,------+---------t-------=-+---------t------i-------:--"'+_;;::-=-=----===---1===-==i=--===----=:::t==--====:........i-=_L-±:::.==--------l------+-----+------l-----_j_-----+-------l------+------l------+--------II ,~'/, ~c!J Y ,~1$' -.i' ~~ib,o 1-------+----------,t------+--+-----~1 ....... 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"~--+------+---+------+----f-----+------+----+------+-----I I , i,, .. ~ l , I ,1 J (WELD ALI JOINTS) PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' -- -----lB"S / . 9+00 D A 4 , ••. , I ' 4"\.J ASPH V \,._ ' - ~ r .__ \ 4' \I ;> ~ lB"S Ol "' I 10+00 ~~ ... [' V ,- le" ~ -~ 1-, 0 -> ' - / -, : \ < , > ( -rf r;/J > ~ .__,, 4 '''vi -y I 4"'w' 4,,"' ~re r 18"S 18"S -----18"S "' CONSTRUCTION NOlES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL 'O 0-CONSTRUCT 12" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING i, AND BEDDING PER DETAIL ©-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND STD-511-L ©-INSTALL 12" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND STD-511-L 0-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH SID-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-ABANDON AND REMOVE EXISTING AIR AND VACUUM ~ RELEASE ASSEMBLY ' IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND SERYICE ALERT OF SOUTHERN CM.JFORNIA REPAYING NOJES: 1) CONlRACTOR SHALL UTILIZE T-lRENCH DETAIL 1 PER SHEET 27. 2) CONlRACTOR SHALL GRIND AND OVERLAY 2" CAP FROM THE CENTERLINE OF DOVER DRIVE TO THE EASTERLY CURB BETWEEN STA. 05+46.36 TO 29+71.56. 3) CONlRACTOR SHALL RE-SlRIPE BIKE LANE, LANE SlRIPING AND CENTER SlRIPING PER CITY REQUIREMENT AND STANDARDS. ' , ---------, ' -- -~ -/'---,__,,__/ /'-r ---CONC CONC @-INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ®-INSTALL 6" BLOW-OFF ASSEMBLY PER NEWPORT BEACH STD-525-L ®-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. "' g ~ .-v~~✓ . -L. -'\,_,.\___ -~- ' , ' I -., ' , "' ~ ,, 'LJEBSE TREES _ _ • ,/'er,• •, /'-./'o ,,'\. • • /'--. ./ A'---~ A ' I ~~ , ' ,._,;-- A . . LtEDATA BEARING LENGTH L1 S53"23'57"E 5.00 L2 " 8 -0 ~ ~ Q, CUM:DATA S54"31'15"E 5.00 • DELTA RADIUS LENGTH TANGENT C-3708 -.;; -------------,,c::~=·"""''-----------------------fi'"'i!';--;:;;;--:;:.-r-;;:.;:;;;;i--=r:,.;.;;:::;,::;-,--=;:;i~~f'~:=-".~~~i ~ , ~..... / g A 2·27'59• 2752.19 118.4 7 59.24 APPROVED ..... -----------------------------..... --,--...... ------------...... --,-,.,,,,,,.,,,.,.,,... ............ ..::.:::.;..;;.;......L...,::.;..;;::;.;.;.....,__-'-'-""-'"---'-....;==-"---'-------1 ~ 0 IRVINE AVENUE AND DOVER DRIVE ~ 24' WATER MAIN t.4PROVEMENTS 1, -~ DOVER DRIVE e Q, lfS .&. REll0II) - UTILITIES ENGINEER RCE 46214 Stantec STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 949.923.6000 1--1---+------------+-+DA::.:TE:.==::::;:::::===l--~ST~A~. 5t~46~-~36~TO~ST~A.~1o+~50~----1 < stantec.com DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S g 1---~-~----RE-VI-SIO_N_S -----~-+CH-EC-KE_D_D-.R-.H-. I-DA_1ti_4/_2_8_/0--16 PUBLIC WORKS DEPARTMENT SHEET 3 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) -- ,.. CUMBE~u ND LANE (C. CORN VALLI LANE ~ II I rEXISTING FINISHED GRAI E / OVER PIIOPOSED PIPE ,; ----- f--l=~=-----it-----+-t------jf-----+------f-----i_-_-_-_-_--=._-_-_-4+-------~-::i==--=-=-=-=-=--l===----====f--==~~,J,,=~~=~-+==---f-----+.1-----j----~=4'/---===-=ji==----==~-+===---===j:.._===---==!===----===--1---,8- f----~--1--------+---~b<---Ji---------1------t------t-----+-----+-----+-----+-----+-----+-----+-----+-----+------+-----l-------+------+-------+-----+-----+-------l-------l-------l-------l----~ ~-: >~ -V ~~.,.. ~ 1-----r:6';:,.!_,'if,,, ✓ .... -~ "i'Z._ C"'\ H-! "'-t-'1~ S 0.0035 S 0.0020 CJl S 0.003> S 0.0120 / .... Q,~ . ~ f--7e_fil!1-t-~-7-~~---t--t---t----t---J----Jr-----t-----+----+----+----+---+----+----+----+-----l-------l-----l-----+----+----+-~;c·r~-----~+~··Y~.1:1-r•~~-7i-,g~-~~~~~~~~~~~~~~~~~:~~~~~~~:~~~~~~~:~~~~~~~ 5 ~ ~ ~~ i-----,.,._u...-1i----i --,~.--t--t ------t------i----t --t-------1------t------+-----+-----+-----+------+-----+------+-----t-----+-----t-----+-----f-----+------11-~1:1,;!:.=•"."'~:f•:..__--1-----+------1-----+------+------1 1----~-=:r-t--------'·-':----+-----+------CC·; ..J er., :i w rn t) old old ~ rn m 0 0 IX) Ol 0 ~ ~ ~ N N LO co • V • r-,,.. • ,,.. +~ +~ +>z -6 f:J-_--+-----+--G-,:=---+-----+--~:::1"'---i1-------i-------i------t------t-----+-----+-----+-----+----..,<)~"'-----+-----+----+----+----+----+----+--1.-r~--}-+----+-----1------I-------I----~ -oo -o -..... --•V •N ·O ;5 N ;5 r<i ;5 st t-------+-------1 --1:;-~.,!"--~----+------,__ __ _,.,.,~,.~,,,-------1-------+-------1-----+--------l------l------+------l-----4''.f!)}i"-----+------ll-----+------l-----+------l-----+-------l-----+------+------l------+------1 V/ I °I 1 I I :, I .,. 90 I 1/,1/ ,.,. n+oo C,ONSTRUCT 500.00 L. i . OF 24" 'AWWA C-2PO CML & TW STEEL PIPE (MIN THICKNESp 1 / 4") (WE[D -,q[ JOlN 1 ,~) 12+00 13+00 PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 14+oo J ! : // '/ -, __ -L, --1-1r-----.LI ! 1 l j ~ ~ I c:, I I I j I .. ANE I I \j 15+oo ' , ' ' J ----1-( I-\-G; -,: G~S ---~ ___ _ ~ S _____ GAS----- .t----18'~ ,., Gl ..,-Te-GAS----GAS-----GAS-----GAS-----GAS G~S GAS-----GAS_,c__, _ __b~=,;:;::;4-=l==:d-GAS__:·:,...,----...---GAS-----GA ,@I r' -:J:r- _, l8"S -"""-ii) 18"S !8"S 18"S 181,S -18"S -18"S 18"S 1B"S 18' S io -,;) , .... 18"S ...:. 18"$ 18"S Z C) iH .,, !.;:_ "' (~ J,.SPl-l " •• ~~ 114') :E ... rn " . _,, --m. . " " Cjjl----ffi t ..., .. ...,•··.. ".. _,,_. ,,.,,, ,.,, , r', ,,, .,, -,, . ,, "----.. m 11. 7 1 +oo --~tt-____ • 00 -4 15+00 ;q: i1:f e-. 6"1,< :, • ""'~O!i'1 ~•i:-'le-~-+--+--:C. ,_ Cjj I \ 12+00 =a ~ 14+00 m er., l.lJ •u W ' , \ \t:1) ... 13+00 !!\ ~ /-• •u w • ~ \ ' ' ,o W W :Z. ·-. " TC ....J '-1c iu W w ,. ... .., W 10 W UlC W .I.O 'W 0 g \ STA. 13+00 16 ' . -----. -' , 10+82.48 °'=R/W -----------~--------E.C. DEFL. 2"40'23" LT. DOVER DRIVE CONC RECORD DRAWINGS ' , , ' \ --\------ - - - \'---PR_O_P_O_SE_D_2_4--f" 1 WATER MAIN DENSE TREES -. . , ---- CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) TRENCHING ANO BEDDING PER OETAIL r, ®-INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ClJM:DATA co g ~ "' ~ .,, t -0 ~ ~ a. ---------- These Record Drawings have been prepared based on information submitted, in parf 0~y others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~N~Oj........!D::,E::=Lc!.!TAc.......,,--ll--~RA~D:'.!:IU~S~+--2L::!:E~N~G~TH~+--2T~A!!NG~E::!:N~T-/-_____ 7 $ m 0•40•35" 2752.19 32.48 1 s.24 C-3708 60 /'_,..----------------------;,.:_-;.-;.------~• F ~ IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. ~~;Cc:\\ 1 DIAL TOLL FREE : _-I 1-800-227-2600 ' • '---..;::::-, AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA REPAYING NOTES; 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY '2' CAP FROM Tl-IE CENTERLINE OF DOVER DRIVE TO Tl-IE EASTERLY CURB BETWEEN STA. 05+46.36 TO 29+71.56. 3) CONTRACTOR SHALL RE-STRIPE BIKE LANE, LANE STRIPING AND CENTER STRIPING PER CnY REQUIREMENT AND STANDARDS. ® 8'29'28" 2750.45 407.61 204.18 ,----,~ -,;,; -~ -':c,-:::::,-,---r---------------------""T---r---ir----------------r--~A~P:::PR,:::O:-::VE"'□....1.~....:::..::;;:..::;;:.....i,...::.:.=~....1..-:.:::.:.,;,,:;:,,:....11.....:::::.;:,;,,,:.:::.......1... _____ --I ~ ~i~rEss,&11 _ 1~~~~-IRVINE AVENUE AND DOVER DRIVE ~ ~' F. St c:: ..._,,. STANTEC CONSULTING INC. 24' WATER MAIN IMPROVEt/ENTS f :~ <.., "'t\ ~ 19 TECHNOLOGY DRIVE 1/Y)/rA RfS ,&. lmlll) -UTILITIES ENGINEER RCE 46214 DOVER DRIVE ~ No. 21646 IRVINE, CA 92618 DATE STA. 10+50 TO STA 15+50 ;. i< Exp 9/30/07 >t Slantec 949.923.6000 stantec.com ~-+---+-------------+--+====:;::::====J----=.:..::._::.:_:::::___::::__::::..:_:~~~:_ ___ J > ¾: CIVIL ~'<-DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S ~ '1° OF C~\_\\ ( / / ) 1---~-~------------~--+--CH_E_C-KE_D __ .,._D_A_1t, ___ __. SHEET 4 OF 39 ~ ROBERT F. SEEMAN R.C.E. 21646 EXP. 09 30 07 REVISIONS PUBLIC WORKS DEPARTMENT ---------------------------------------------------------------'---------'------------------....L.----------------..L.--,::;D-:,:;:R.H~-1....~4/;_:;2;:;:.B/~0~6;i,_..;_;;;.;,:;,;._;;.;;,;;.;,:;..;;,:;_;,,;;,,;.;.;;;::.;,;~..L.----...J o I -----+-Of"""-)---+-----+--------f-----l-----+-----+---------f,--------f-----+-----+-----+-----+----------11------+-----+----+---------t----------11------t--,--+-------t---1:f{."""-J---t-----t------t--------t---------jl ,----- l------+------+------+-------+-----l------+------+-------tt-------+-----t-----+-------t--------;-~t:A1-S-llNl7 Fi'j~hsriEa-uRf(oE OVER PROPOSED PIPE i KENT LANE i ETON P i!ACE i / (D 1--------1---------1---------1--------l------l--------+------+------+-------li------+------+-------+-------+-----t------+------+------+------t-----t------t-----+---3 =-11------+------+------+------+-------I I (D 0 0 0 -~ ·-----+-------+------+-------1--------,1 1--------1---------1------+-------l------l--------+------+------+--------ll------+-------+-----Qt-------+-----t------+------+------+------t-----t------t--------t--------i,..,f-j~~ 0 +> / --..,.., 16+oo '/ .c/w -" -- GAS Te ,- 18"S 18"S 18"S , ,, 4 16+00 • I Tc' --. . - ' ' ' , ---. ' --'-.:R/W --. - ,u .. □ IB"S ,, ' 0 oz O· N + I ~ I'--#llt..t111111t, ~ r~si-·l----n..,..,fr-+------+--------;---------1--------1 1 ~ CD . co ~ -,i:__ ___ -+--------l-----l------+------+------+--------1-----t-----+------+-----+--------jl------t------t------i 1 -"' O,ONSTRUCT 500.00 L.f . OF 24" 'AWWA C-2PO CML & TW STEEL PIPE (MIN . THICKNES:S 1/4") 17+oo w I ~ uc ~ .. . ' ::iAS ~}A 18"S 18"S . ( -,,., CD "' -" -,,. ,t:_ "'·' -17+00 " . 1 io " • . " u . • ~ ,,., PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 18+oo Oo PROPOSED 24 ~ r, WATER MAIN s__:.., ,>< ' / ' ' I -0-- - GAS GAS GAS □ -I-< i)-f- 18"S 18"S 18"S 18+00 @ 1 • ·~ w ."-. STA. 18+01 13 I --. 19+00 u -- GAS GAS 18"$ -18"$ 19+00 --. --.. . . , . 6"'w <12 '-re ,u w ---- 1 \ - 1 I I I u • • 20+00 I I 0:: i. 0:: < ENT ,-A~ II . 20+00 ·-. I 1 \ 1 I ~ - . w -o' CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL 'D @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ---_-_ ---' ' ----~-~-----------------------------~/W DOVER DRIVE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by IX> g ~ "' ~ .,, l!i -0 ~ , :==:-==="'--'=-o~~-------*~~-~~~l~others. While this information is believed to be reliable, City of Newport Beach is not -----: ; , ,,, responsible for its accuracy, nor for errors or omissions which may have been incorporated ' ' -: .. ¥-these plans as a result.· )( - - - -- ~ Q. 17""<T--:-:::-=,---,~CUWE~~D~/4.~J'.~'A~:-.---::-:-:-:==-f--=--:::-=:=-=-i ! DELTA RADIUS LENGTH TANGENT C-3708 8 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. nm•1 ~-" ~~··• ~·--~\ DIAL TOLL FREE > ~ 1 1> \'' 1-800-227-2600 I •,'·· ' \~ 'v_, AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE ALERT OF SOUTHERN CM.JFORNIA REPAYING NOTES: 1) CONTRACTOR SHALL UTILIZE T-TIRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY 'Z' CN' FROM THE CENTERLINE OF DOVER DRIVE TO THE EASTERLY CURB BETWEEN STA. 05+46.36 TO 29+71.56. 3) CONTRACTOR SHALL RE-STRIPE BIKE LANE, LANE STRIPING AND CENTER STRIPING PER CITY REQUIREMENT AND STANDARDS. A 10·24•57'' 2750.45 500.00 250.69 r--,....----------------------------,----r----r-------------r--"TT.AP~P:,::RO,:::VE;,:,D:--'..,..--'-;..;;."-""'---'T""'""'-"""'-'.;;......_...;;.a....,. ...... ..._......, ............ ...._ _____ ""1 ~ 0 Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEMENTS ]. 19 TECHNOLOGY DRIVE 1/Yl/W, lfS &. REll0II) -DOVER DRIVE [ IRVINE, CA 9261 8 1.. _ __j__j _________ --1_---i::.DA~TE=-==::::::;:::====+----...:ST:::.'..:A~. _.:1::.5+.:.:50:::._'Ji~O::..:::ST.::A.::.·..;:20::.+.:.:50:::._ __ -I < 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z 1---~-~-----------~---+------tc-cc~----; ! REVISIONS CHECKED D.R.H. DATf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 5 OF 39 0 -------- I HAR:ROI PLACE Ct_ / -EXISTING FINISHED GRADE II 7 OVER PROPOSI D PIPE (j;_ , -. c,¾~-~';, ...... s: --,'c!/~-'l-~ <?. ¢).{j_~ <?.~o~·, "P • IC) , z ·y 1~-- I I I I I I I "- ~-S-Q.0022 ~ I • • ~w I\. / _J ,I / Iii ~ --L > ~~ 655 z -7 ----li .2.18. <Xl • ~ !;IJ =· !U:'f=l:S" IJ') -! ~l:S ~ ~-'S=0~0040 "' r-- C'-1 ·-10--('J)·w .... ~ --w :-:c-7t. 3 3t5 0 .::,... 0 i,.;;. i.;;:_ s: w i ::i: w cri .... [IJ [IJ -~ ~2 -g 0 "' X 0 0 C! en 0 0 "' <D !... "' "' + ~ ., N + > I'- ~ + z + 0 0 ...J 0 a N m N ' -;:J N "' N "' ...... --··-i= --•----.----~ ~(/) ~ .. -.... < -.., _.., N N r -i-{/) r--(/) z r--(/) r-- CONS-T~tlc-T-,, 500:-00-1::-, . o r 2~-y:..wwA-c-2po-cML ui. TW-Sil:'.l:'.t" -13113~(-MI Nt 1 H ICKNl:'.Soli <1:" , (WELD ALL JOINT'S) PROFILE SCALE HORIZ. 1"=20' VERT. 1 "= 4' 21+oo 22+00 23+00 24+00 25+00 -J.-ACALE: ("' 20' I " ' I I \ :,: ~~0/b ~~ \ I I " ( D ~ ~ 0 CONS I RUCTION NOTES r----,: 0 z)t-r / ~ . L ,I ~ ~0~ 0-CONSTRUCT 24" AWWA CML&TW STEEL@ I I H, RAO ' F L. ,CE1 PIPE (1/4" MIN. PLATE THICKNESS) 'D I TRENCHING AND BEDDING PER DETAIL C IX, ) \ L~~~ C -"-©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF ~ In NEWPORT BEACH STD-500-L (J-3765R) WITH _,w_J , ,: _,., I CORROSION PROTECTION REQUIREMENTS PER SHEET -CP-1 -- - / ' -- -i @-INSTALL 1-ANODE CATHODIC PROTECTION TEST ~~ - -I ' .,,. r"'", e AS - - , ., I\ - -,.,,., / ·1-i ) - --GAS )/ I STATION PER CORROSION PROTECTION SITE PLAN ·'i-1 GAS ,/ ' \. ~ GAS --GAS 0 ON SHEET CP-1 ,,r-TGJ'\S GAS 18' ~ (jJ GAS GAS GAS GAS \8"S It) GAS GAS GAS -·-GAS Gl ...j..(;)..I... G s :r. 18"S 19"S ~4 18"S 18"S ,,-.._ ' ~ ' 18"S r- ~ 18"S < ~ 18"S r.--\8"S ;! lB"S 18"S IS"S 18"S 18"S . -, mcn ~tH a, ~ '-" L: "I.I "' [IJ ... Cl)~ " ,/' ,,, ( ~ ., .. "" . " '"I J ~ m--" ' <D ASPH ,,, .. ~a; ~,, ' N ,,, ms--, .. , " . " "' ~" , -.. . " , " ,,., . .. i ~ ct-. ... -0 25+00 21+00 C\11-1.J ;=$011 i\. 0:-, 22+00 u 24+00 . rn°' \ 23+00 '-r--!!\o •u • ' . ·-. '-"re. Cl)~ \ . :..- STA. 20+56.9t 1! \ STA. r--<Xl w. --w '-re ~ ·-. ~ ·-. u --. ,u w w. :::; 21 +00 16 •v W •v W \ .PROPOSED 24" --• . "' :;;t::' INSTALL 24" X o TEE "' ....... E ' ' , 1 - ---, ' WATER MAIN - ---' , ' , --..,../W -' . . , DENSE TREES ' , . , , ' -, "°'-=R/W , ' ' , ' --, ' ~ --' ,, - CONC co g DOVER DRIVE CONG ~ CONC CONG _, RECORD DRAWINGS . , -, ' --' DENSE, 1lEES , , ' , ' . , " -These Record Drawings 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 Cllffl:DATA responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. DELTA RADIUS LENGTH TANGENT C-3708 A 10"24'57" 2750.45 500.00 250.69 /" ~IF BEe~~G ~CJ• E:si APPROVED ' 1) CONTRACTOR SHALL UllUZE T-TIRENCH DETAIL 1 PER SHEET 27. ~i~fESSi&Jt UA~ IRVINE AVENUE AND DOVER DRIVE IMPORTANT NOTICE ~~-/4-. ,:\\ I DIAL TOLL FREE 2) CONTRACTOR SHALL GRIND AND OVERLAY 'r CAP FROM THE CENTERLINE OF DOVER DRIVE TO ~ 'I-\ F. St c:; -~ STANTEC CONSULTING INC. 24' WATER MAIN IMPROVEt/ENTS If.,<... <"~~ UTILITIES ENGINEER RCE 46214 SECTION 4216/4217 OF THE GOVERMENT CODE THE EASTERLY CURB BETWEEN STA. 05+46.36 TO 29+71.56, -2;-c:::. ,,..~ 19 TECHNOLOGY DRIVE 1/Y)/rA RfS .&.--DOVER DRIVE REQUIRES A DIGALERT IDENTIFICATION NUMBER : ,' I 1-800-227-2600 ~= :s:;;;_: ~ IRVINE, CA 92618 ST A. 20+50 TO ST A. 25+50 BE ISSUED BEFORE A "PERMIT TO EXCAVATr' ' • No. 21646 DATE WILL BE VALID. FOR YOUR DIGALERT TOLL FREE '-. AT LEAST lWO DAYS 3) CONTRACTOR SHALL RE-STRIPE BIKE LANE, LANE STRIPING AND CENTER STRIPING PER CITY i{ Exp, 9/30/07 * Stantec 949.923.6000 stantec.com BEFORE YOU OIG REQUIREMENT AND STANDARDS. ¾,; CIVIL ~~4,._ DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN CITY OF NEWPORT BEACH W-5311-S 1-800-422-4131 TWO WORKING DAYS BEFORE T.W.H. YOU DIG. UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA ~ OF c~1.\'i ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) REVISIONS CHECKED DA'fF64/28/06 SHEET 6 OF39 D.R.H. PUBLIC WORKS DEPARTMENT --n~ 1-w·-J----+--------11------+----------J---,-----t----------t------t----------t------t----------i------,----,-----,------,w•-;·--,---1------+-----1----.-----+--------11------+----------J-------t----------t------t----------t------t------,_!!,lf:_t--t---------11 '7V (.!) 0 lO 12" CLR (lYP.J/7 I~ PF,OPOSED FINISHE,[D GRADE~ ,~i=~=------+---3-'_M_I_N+. -----+--..--,---+------+----l----+-----+-+----1--------+L--E-X-IS_T_IN-G-FII-N-IS-H-ED_G_RA_D_E+--------11-----+---------jl 0~ ER PROPOSED PIPE <t ;:!: o _ COVER MARIN ::RS DRIVE (l OVER PROPIOSED PIPE r.-'---------ll--------ll-----+-------l---!--+-------t-----+-------t-----t-------t-----t--------t-----\_-,i-iii:l•'·;;--"en"r"<XJ=:::t-;i~ e."id;:-----+-+----=---+-----+----+-+-----+---t----+-----.Y-----+-----',c~1-----+-----1-------11 Lr ___ JL ==----=±=---==:..___j===---.::__---=t----==:::'._---==t==-------===----l===----===i---====--------=:::::::j::=--=~---+--~-=-l------1---------l---. /v ~ i ~-~r---..=-·"~Tv:-sci::Rr'=II l=='t. =-----:=~+-~---1--~-1-~--1+---++---:-----==;1=t--==----=,=---==7 r=~~=~---+--------i1 8·--!:>--,~-«r. ----t-=;;::;----=----i-----7-p.;;::::t--t -:::,,,"";::::t---~ B"'" iR---~l------+------+-----t-----+------+-----~~~-~--------1-----t------t---~~~ -~•-+----....__,_ ____ --+--+-----+-----1-----+------+--------t-Cli)--10N-t-t-------1 1 -~ y ~~ . L I S=O.~J022 I I S= .... 0.0056 s--J,.0020 I j ~ : ]~ c; o_n.Qj70 ~~.I 11~1~~--+---,----===,=====j===p=p =~\===-r--~--=~===~======::!;;~""'=----t----,--~~~;,~-Os: "'_,,o~ /11 ~l \ ~ / :±: _, ·u-< ~ k 1--1_o_E_"'IJ_c _A_,1-U ..-_ / 1" ~ rr; ~ \ l,,1----+--+-----+i'.,-,------+---t--~•~"'·•?l-~. POl~TS ~ . ' -;~"', • .--------i--------i·i---------+------+--~-:. ?--,-~--"'~i~-.---+-------1, 1----'~~ ·li---+--<i~,--f-------+-------11-------+-----+---1-----+,~=-"'Rt.,,.'M"'O-Vc. ll'fllc.R~c.RRING y l---'C:....--11-------+~------l-----+---':O~t-----t-~O) -. ., i(! PORTION OF PIPE /i.s REQUIRED i(! -~~~ ~~~·_"'--t---~1 1,11 ,. :r: ~ ~ . c.,~rr-· ~,v~-~ ~ ,u ~ ~.-----------,f------, I ai' c,;: J G n ~ :r: ai (ID <( (!) ~ Cl J lF)- :::i C: ol ~!1 o'd ...,~-y-q I") 0 L0 N l----~--~-le-------l-------l-------+------1----+---+-----+------+------lf-------+-----, ~I z ,,;, co w-m + uJ OJ ~ ' ---~~~--le-------l-------l--------+------1------"'-1---+-----+------+------lf-------+------;s''------1-------1-------11-------l----=-l--l-----+------l -f '----+-+------+--'-'+----+-----,t~):-----+------+-----t------+-------I I r ~ m m ~I (.!) ~, 0, ~ N uJ :r: .... C'iJ N 0 1- 0 0 u.J- <0 > + z <0 --N !...q ~ "l <0 en r-- 26+00 -18"S ,. ,,, , Cf _, ,,., r--' - ' r-- '-.:re -- V . -. -. O · 0 + r--N ~1~ en a. 27+00 d 0 ;1 • j,:: N <0 -1~ ;<C11 • ....: = r--V q <Xl ~ ~~ .,,. . ~-re CON:$TRUCT 56~.62 L.F. (F 24n AW ,~A C-200 CML & 1Wi STEEL Pll ,E (MIN. Tl ICKNESS 1l/4n) (WELD AL;.. JOINTS) 28+00 PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 29+00 r--...... C I ;, 00 V) I V ,,., lO Ol r--+ £1 ~ en I? <Xl ~ X ~ -.j- N <( ~j "11 l-l-----+------~,~1!-----+-------l------+-------+--------1 1 ~- I-U') C;) 5 ---+-+------+---t----+------"+1'1------t------+-----t-----1-Pff--J--t------11 ,. ----i ;:!: en z i$ c/J 3o+OO -/ -\ IS, LE: 1 ._ 20' 16"\.I ---- ,,_-R/W ·,c ct 18"S ~ 31+oo CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1 /4" MIN. PLATE THICKNESS) ;, TRENCHING AND BEDDING PER DETAIL 0-CONSTRUCT 8" PVC AWWA C900 @ {CL 200) PIPE WITH TRENCHING ;, AND BEDDING PER DETAIL 0-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©--D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS 0-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 @-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ®-INSTALL 6" BLOW-OFF ASSEMBLY PER NEWPORT BEACH STD-525-L ®-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSlllON COUPLING. SIZE AND TYPE AS INDICATED ON PLANS @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. CllWEDATA DELTA RADIUS LENGTH TANGENT A 3"07'29" 2750.45 150.00 75.02 8 6"25'12" 539.97 60.50 30.28 C 5'26'03" 1000.67 94.91 47.49 C-3708 IX> g ~ "' ~ .,, [:j -0 ~ ~ "- .-.;; ~ .,, g / nm•1 ~-" ~~--, ~0-~\ DIAL TOLL FREE 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. ,-.. ,-----------r---------------------,---r---r-------------r----rAT:eP:::PR:,::O~VE:,:,D:---------r------------..._ _____ --t ~ 0 IMPORTANT NOTICE SECTION 4216/4217 OF THE G0VERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. ' ~ 11> \I' 1-800-227-2600 I •,'·· ' \~ 'v_, AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE ALERT OF SOUTHERN CM.JFORNIA 2) CONTRACTOR SHALL GRIND AND OVERLAY '2' CN' FROl.4 THE CENTERLINE OF DOVER DRIVE TO THE EASTERLY CURB BE'IWEEN STA. 05+46.36 TO 29+71.56. 3) CONTRACTOR SHALL UTILIZE T-TRENCH PAVING PER DETAIL 1 PER SHEET 27 BE'IWEEN STA. 29+71.56 TO 39+50.00. 4) CONTRACTOR SHALL RE-STRIPE BIKE LANE, LANE STRIPING AND CENTER STRIPING PER CnY REQUIREMENT AND STANDARDS. Stantec ROBERT F. SEEMAN R.C.E. 21646 {EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEMENTS ]. 19 TECHNOLOGY DRIVE 1/Yl/W, lfS &, REll0II) -DOVER DRIVE [ 1Rv1 NE, cA 926, s 1-_ _j___j _________ --1-_+DA~TE=--==::::::;:::====+---....:ST::..:..:.A.::.. -=2=s:...:.+=so:......:...TO=-=ST:..:..:..:A-:,:31:.:.+.:..:oo=----1 < 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z 1--~-~------------~--+------+c-,~----1 ! REVISIONS CHECKED D.R.H. DATf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 7 OF 39 0 /~t ~:INe~t~~;~~_'.1\,,';,~~E ~ 1------+t,.,, ---+------+---+------+---------r----~--------',--------t------------t-------i--------------t--7 7 -c-. -· ••• ·-· -----~,.gs-',;-~ ------+---+------+-------li------+-----+---+-(--:::1----~\--+=-~ -t------+------+------t-----------t----------1 1----~0 ,:_1-~===--==i==--===--~-F=---'==+--,=~--1--+=---=t=1==-~4 --1f------1~--~-l--~--~-d~~==½~---===----:l:==----_-_-_-t--__ -_ -_ ---__ -t-+--_ ---__ -_ -_ --+-----+-_-_-_-_---+,__-----+-----+-1-----_-_-+t-_-t-,---_r-1-- _,.----./ ~~ j 4 • I - ' ~ %· '-~ -80-l7rl-----l------l-----+----+--l----++-__J~--+---+-----J----+----+---+----+----+---+---t-----j hC*~~~-·-+-+-----1---+-----+~~-~ 1---------i~i c~~· , & ( Cjj ~ :t _l-----+----+----+---+--------1 & I / ' ~ ~~ \~ /v r~ i----;51=~-·l:H--s o.0020 "'"" s o.0025u ~"" ·:---+-----+-----1-------11-------11--------1 Cl)YJ ~ ~ cn,,_,___">:_,-.,~'°-«'~"''--+-------+------c-/ :"'i \ J i-----~ ·•~~ I ..J 1~ ~ ~ '/<9 ~· ~ ,p~=-----1------1------1------+------+-----I-----{--' ,-1----I'°~-...IC>.!. u-l-------l--------1-------1-------l------+------+------+-----+-----+-----+-----+-----+-----+-----+-----·l----ei~ ·q~~-------1---=1--::5( i.;;. <( ~> ---ui I-'~ IOZ O ,c ._,;; I'-!/la. fl " • ~ -· --II _/_ :1 l ,A_'"+-'--+-----+---~"'•1~+-----+-----i-----;,'°.-.:, _______ ::z . ..,,.. -70 ....:::-J-----'--+----+----t-------it------t--t"0N~rf"ftl:16-T-50 ~J;00-L.F. ~F-24'--AWi 111A-6-200-vM L---&----=, ., -,=f:El:----PI iE-(MIN-;-T, 16 ~NESS-17--,.-1 < 'Xl ,, , (WELD ALL JOINTS) tr; ;::t: ·-JU 31 --, __ 32+00 35-1;00 36f00 33f OO 34-100 ~--1-----l---+----+-----J.----+-----+----+----E>,1,¢)Pe>SEl 1.-2411-Ele>MES91e-W-A4'EFl-M-Ai~-PFle> ;;H;-i=---+-----1---+----+--+----+----+--+----+----tr-----t-----j ---:,o , _/ -. - rv -v~ -- V ) - Q'. / ~ Ol 0 + <'I 0 co ; G: "' 1"- ~ IO IO <'I -l!J-;,.., -.j--.j-"' 6 ~ 6 ~ a<:~ co co r----... / ' , L-_::;J =- 01'\ -- L!1 . -i..i,4-,~r _1_ ~<!its l-------1-------1----+---1-1-.&;r=-J--r i,iza CONSTRUC'~ 86 L.F. ~~ CON~~TRUCT 90 L.F. / J ,-------it------t--r--i--m-,,~, Or o vCh St.wER Ot ~• VCP S1:. .~ER PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' >-7C 'I )'.-. ../'--.._. ~ IA. I"-... _/'-/'-. A A r' •• '-PROPOSED S'":6" VOP SANlTARY SEWER 1·AOF=1LEE ~ oo -7-Q•---t-------t / STA 1 +80 ,,..,---..._ SCO PER CITY OF NEWPORT BEACH'v STD 400--L CITY INSPECTOR TO FINALIZE LOCATION OF PROPOSED CLEAN-OUT IN FIELD STA 1+22 sea PER CITY OF NEWPORT BEACH STD 406--L (WITH 6" X 6" WYE) /~ ~------ 0 / ~ ' \ 'ISJ?j -_J; V ', ~ , ', :tlRG DSN STA 8.00 , ~ 1 OVED A 32+51.00 PRO :-,:;::D 6" VCt-" / ~----~ 1,, r-TREES --PROTECT IN PLACE 1 ....---~ Q a, 0 \_ -' \ I l ' ' ' SANITA;: r' ,-.EWER I CONT ,n • ~ COO~DINATE I -l°;' &"'.,.. ., \i;I" 1\ REL6'cA_inl© r!j3F FH TE TO NEW \ '4 _ _ -------, .. --S33!il 3SN30 <?a'b, ,sl\~IDCATION 1.--~ V-----,---!'.),"',"• --t_ ( ' <;oo'll>\ 'e \ ..> I ..,... 1· SERVICE (" sco PER CITY OF NEWPORT BEACH ,--( ', _ _G ~ , _ K ,' ~q \ - -12126' b. STD 400-L (TERMINAL CLEAW-OUT) ~ --e -1 ~', R/W -.__..-.__..-,1 ill -CITY PROVIDED RING & 2COVBR ,? 2" TEMPORARY HOSE LINE /' -', < 1 r ✓REMOVE SIDEWALK AS , ' OCATE IN GUTTER I(_ ' 'f O , , ...-C. en r-"5-lA...._32+51.00 PP BACKFLOW DEVICE REQUIRED AND REPLACE , PROTECT IN PLACE) \ '-", ---..., L.I:l. 1 '!)'o ~ ~ \ :,.: PER CITY OF NEWPORT , ',CONNECT TO EXIST. REif __ / :,, _ 1 1 1 11 ,t\;...-, °'i Co©fl~INAT, LOCATION ~ \ , BEACH STAND•cncc r .._ \ _ _ ..,..,, ..., ,.. /'\F ', ~--' ,,, ff' RWGV ONDO A-------✓ -r--... ---';.,.-_.,,,..;::::::-,.......... / \~· ~% • ' ---------------:¼ ~ .A \ \ ' \ \ _.-:;;;:::. , -• , , ~ 0 s::s GAs STA. 2 1,,2 ):,(__./ -\ \ (\ -'1\ STA\ o+~ ~__,,.._~I --"---:-'~ ~: ,,,., ',_~;,.'" /4 -----~ Iii' -/W P:&c______________ GAS -----"-.: t ---\----l ; \ \ X '\ WY\ 1 --~~~ ~- 0 ~ ----------__,.,.--- ~ 0W '-Tc / ' :Mi \ GAs --1----__ Hds1t / WA TEA MAIN _ --------~ ~ \ __.-:.----~ ,,r GAS /' TC "" __,.,.--c.-< _p-U) I • v -~ '6 ---------__..-~ TC Cl)~@f../.J Ho:1s1t '-' ,&"" _ ? ~ !',, 16" Iv 3 , 34+00 ;/ ------===-----2+oo '-. \ • t / / 1-\dS --_--~,..... • /--.. ~ -l6"1v l6"1v ~ 33+oo I PROP~Qc: ~, a • --------=: •""" --------=-~ , --r,, ·-~----~ ----16"\,/ ~h 16"\,/ -1-----16 "\,/ ' "' / \ l,J lo 0 1-" 0 co 0 v Ol Eli\ "' z CONSTRUCTION NOTES 0--CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1 /4" MIN. PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL z, 0--CONSTRUCT 6" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING ,., AND BEDDING PER DETAIL ©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD--500--L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP--1 ®-INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502--L @-INSTALL 1" CONDUIT WATER SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD--515-L. ~ • V ' .:::::--.._ ~ 18~ -'.': I STANDARDS) ___ -,s"S ~ ,.,. ,-, , ~ TC • , V 0 ----=-~"s -'. • / \ ---,s"S , _ _ ,.,. _ ,-.£----' ___..-..-----=?::;.--- '\ _ , --;:a,<,<':::::-:--/-~ ~ _ ~ __._.. _ ~ys _ ~ _____-----: ,,, 533Bl 3SN3G "'\· / -:-,.. ~ g ~ --/ • IX'\ I ~ /-, 18"s • , ;: • ..r-",~ ~, .v >. - • f ...,_...,.. -:J> ~ ---_:~ ~ ~--:---~,~--vr --\ ,, ~ -S33/Jl 3SN3Q (\ " V V ~ ' / 18:. ~v 181(:)A~OM;Hoo· ( DOi,=R ~ DRIVE 1~ ', - - -_,1__ -~ 7J ---,._/ ~: : -..... A\ ---, ' -' , . . ~_/ CONNECT PE~CSD . ( -:-----~ /::::::---._ • , • ./'-<, -8 ,, STD S 057?' -,,~,~~-:-~-~n-"~::~-x~,::=:AA.;: .A.~-"=~ ----~ -------ii'. ---=::::::::::: ."-" ~ "".✓, ,--A -,_ -'/ , , s ,. , --, --, :; ,,.. , --✓ --..___,.. ~---;:---~ ~~--/ -----s"s ~ L_ .... .,. .,. ,,,. ,,......_..., ,,. .... , ----, ·-- -A .. -~-:----. -_, .L\.. A ----;:::.-:7'~,·✓__:. ___,-~ s••s ----i ~~ ,-._ --··~ ,_,, '1 "y II .i=~/;fO \( /,---..,-,::;--; ~ _--~ ---------?J''< ____..-~ _ _:, • __ v , These Record Drawings have been prepared based on information subm~, in p.ru:t.,-by-" -\ /I ,-...._ . ::'.-:;~;;;;pi5'~-----il''S ...-------~r--. -v ClJM: DATA j ' ---:_ --= ~ _ responsible for its acc_up:icy, no, ''\errors or omissions which !fr!.R/6 have ), en !iOf porate~ / , -' , ;_!. ~ s"S ----~/, _ ,.,. _,.-~µD~E~Ll~A'-c-::-+~RA~D~IU~S~l-~LE~N~GT~H~I-T~A~N~GE~N~T--1-=-===-=--1 ~ v '\.---., _ into these plans a,:3_,crresult. _r-'( -~ ,...---..._ _ ,-, , 1 , ~ ', ----------A 3"07'29" 2750.45 150.00 75.02 C-3708 60 ~\tn. , , ---• _: , -~-,,.,----....,,,....,_~ , , , , , , 7.::::·-:::~::::::: ~==--1'......;;;=::::·:;::..1 :1_:"':...,_!:....( __ ~ ___ ~c•~•S:...,_ ____________ r--.....;;;----;:::...8.:..".,"......:-:::..:::';..;;--:::::._.!......;. r ::::.,_......:: _____ :::::.. __ T"""_~=~~a~..:::3.::!,9".,1'12~'~06~·-1r.....2.s 1~0!;.!.0:!,!:0!........1L;:?;55;?,:4~.2:!;:0!........IL2~8~8~.4!;:!4:....,_J1.,_ ____ -I .... -·· ~ APPROVED ~ IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. I ' DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA REPAYING NOTES; 1) CONTRACTOR SHALL lJTIUZE T-TRENCH PAVING PER DETAIL 1 PER SHEET 27 BETWEEN STA. 29+71.56 TO 39+50.00. D Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE --:: STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS 1, 19 TECHNOLOGY DRIVE 1/Y)/rA RfS &, lmllll llRIMIG DOVER DRIVE [ IRVINE, CA 92618 1•2/'IIJ/f1~'.:j_~RFS::_i&~~~~,,.,l!...!r~r!!!~~-!....!-~r!!!PW!:.._W/IEEl ____ .j...__~D:..:..:ATE-=-===:;::::::===:+---~ST:'...!.!:A.~31~+oo~~l~O~ST~A~.~36~t~OO~ __ -I < 949.923.6000 stantec,com ... c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W--5311--S z --~-~----------~--+----,.,...,.,~---. ~ REVISIONS CHECKED D.R.H. DArf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 8 OF 39 0 -- II I rEXISTING FINISHED G~ \DE / OVER PROPOSED PIP! (i; Cl z '" co N I 0 q IO ~ ' Q'.) I'") <i. in ---- ' IRVINE AVEN JE ct .. Iii 701+------+---+------+---+-------Jf-----+---- w a. a. w z ~ "' w a:: z -1;J co ~-----l-----+---+----+-------1----+------t---c-oR~pTROCl35(iJ:o-o L.F. I. It 2~ A;;,,,,, c=zo-o-ClvlC-&-TWf--STEELP TI • ·~(MTl\l~I I TC'KI\IESS~ l74") (WELD ALL JOINTS) PROFILE SCALE HORIZ. 1"=20' VERT. 1 "-4' ; 37+00 / ~~r-1-\,..~ 38+00 PROPOSED 12· ~□ ~ -~T1: ~ l ~9:~ ~ :.i ' ~~ ::-;:::v-V: • ~) \ ~ ,J:~\ BY.,PASS SERVICE • r.'\ -PROPOSE:D 2~ ~ c · ... i 'f:S<: ~ -e-~ _ _/ ~,INE TO BUILDl1'1C' PER CITY OF o "<; ~ 1 STA.1 38+15,00 WATER MAIN '\_ 1 • Ii I ~ -i. ,,' 1 -(< <1 , "'"f£(.:~ ao [_,A,· ,_ NEWPORT B~cH "-.. WATER~)~ .IN_ \"-." o~Rt. 54~1" RT. '\Si -/, __ l 0J;lf-:~f----~--~, 1~1:~ ~;~~·~ _11 ~ >~• ~l \..J .......... __ ............ _ ....... ---~ • r v ~ .,"'::' I c QFl_lG _D_5i'J_TJ)_ 1?'\. , , " I a / _____, PIPE (1/4" MIN, PLATE THICKNESS) Q __, '_,., ~\~~, ~ -"v ~ -, I °'-~· '', , , 11 : 1 2 ~TE~ N \ '' ./ _._ TRENCHING AND BEDDING PER DETAIL Z1 <: 16 STA. 36+50.00 ( \ 1 '-I \ , ~ V -pl-_~ '--if7! ',-...'-"":);;:;,.,,.__ ' 1 J :, I SEI IT,W-/ 6 \ ( ~ /.--~~- 0 tii k:(w 11 STA. 36+75.42 E.C. ---~/ ":----.. :, ,_, ,,.-R/W ~,;..:::::=:::'.,.,L::::'.,,...~/''~n'\.~LA:::::::A~--=-==-~·::::._..:~-~-=== -:::::·--~~/--c:::;.,-', ~ '"y ,/11 ----:: ~~ ::, -O? \~/ / '"+-._,,~,,._ ',, ~: 0-ci~~6~)c;IP8; ~I~~ ~~:c~~~o Q O y:j -----\_ ", ;i L --, -~ " __.;.,,,. '_.)5_~ ~~s~f _, : ',/':1'P.) K ,r-+-1-H--+--<-s~~ ____ $ ~-,....,.~ \\ AND BEDDING PER DETAIL \l!J ;'J;: :J'= 00 'A' \ 1 \ ,,_ 7, -' ~------' ~ ->----~· ---t:o / \¾.£\ '5L-INSTALL 24" FLG BFV (CL 150) PER CITY OF ,u Cilr---....::\!c/;;;. _____ \~-----Ll ___ _:3::_:7~+~0:::0:...+--"T"--:r--..!N~4~9~'2~4~'117~',Y!W~....:\1...._..:.:,';.J.:..._..:3:.:8-i+.:0.:0...,:,_'..;~~\, . " =-:'-"~-/;)--.TA._1_0 -5'!48 .,.-~ ':-,_ i,! ~ " \V NEWPORT BEACH STD-510-L-C AND sm-511-L <'51-lJ ,,. 1 \ • ,E.:L,,. 5'01 '0~ 2 ,l-~ I'--'/_ 1\/~ ,-, @-INSTALL 12" FLGxMJ RWGV (CL 150) PER CITY OF ~81 -1. ~ t \ __ '\ -r... ___ .~/ : \ ~IJ ]'-... 1 i\ :, ~ NEWPORT BEACH sm-510-L-c AND sm-511-L Ct) I.ii r --=--=--=-======_:1 .::_ 6 '_:'1,:_ -_ -_ -_ -_ ----=--=-=-_1'.".6_"1,:..=-=-=-=-=-=-=-=-=-=-_'.'.16'._""'_1,~=-=-=-=-=-=-=-'+..'.:16:_'_:'1,~.csi~.~t_=':'._T====-16"1. -----16"1. -----16"1, ,&16"1, n ~6"\J .,<;>~ %'"1. ~:O :: \ 16"1J1.L-L....e><1---1 " iii ' •· i>----r, \ '\ I-, 0-INST ALL 8" FLGxMJ RWGV ( CL 150) PER CITY OF ~ b6', O \. ,fo""_/ /, --,,.--\.,._ -------+-++-I' ""-~ • ._i.:~~ _ _. ~. J:J 1 \ ~ \ NEWPORT BEACH sm-510-L-C AND sm-511-L ::t-----"'-----------------,j' _/ --- -<t--I : ~,\'~ I 'O"l '7--©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON U 'i<lS",S_--------I-S-"S ____ -_-_-_-_-_-_-18'-'S-~~.:-~--~·':_-18-'-'S------18"S -----l8"S -18"S ,;. 19-::-, y -/ I --. \_ TIE-IN TO EXIST ff' Q : ' i_ \ \ 1 ',, "-PLANS S ,.../ '-, • __ , ......_ -,.. II I , ~ '~ NEWPORT BEACH sm-500-L (J-3765R) WITH ,;::: ~ lB"S y _ __..rv''I_\ ~,, ..._ 1 S'~, 18 _·r z-, i~~~~RE~~i'~~ WITH // ' , ,1 1 !I;.'-1 ©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF '< V V ~Tc' v\ '>' t'/ ', V ---V • V -V V 1-v V '-..:· fC V V V' -V V =---; .• ( , / l. -----' ,_ -I I ~ 8" FLANGED NOZZLE "'----"'----CORROSION PROTECTION REQUIREMENTS PER SHEET ( ~ -..r~ TC (~~ -~!...._ 13 STA;:i •• r8+55.00 ~~;"-;. 'TYP.)~ ---:;--_ ~TA. r\_i::· ~o 24 18·-s ~~l~DTE:&.~N~~~XI iii :::-::t-CP-1 1,,,--,v---\ r1 ) ', \:-,RIG Q.S_·_ r:,IB _V£-~,, , _, -~-.......::_ _\---;2" q (/'PER ~INES I 16'~LINE ,,,, _ ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT L (' ) ~-;· ~~.___----,;!.! '\, --...._ _ , __ --.., ~,-_, le,, co CROSSES), AND ABANDON EXISTING AT NEAREST ' --, ) 1 • --, ...--, _ , ,_,__ , "'.--"-c-::--""1.. -'-..._~-ACTIVE CONNECTION. EXISTING WATER MAINS ARE ~' n;w -. '-= :-~1 ~ ~ ,: TO BE ABANDONED IN PLACE AFTER NEW MAINS -A A • " ,-, \, -r-J • • • -:-,;::;..RJW ~ •• '--"": 25 CIA. -.nn ?A" D.W. I ;+·,:-_ ~ lifA'~~JJ 28-@ • ""~~tK'==r=="'~I HAVE BEEN PLACED IN SERVICE AND ALL SERVICE ....__,,,. ----...., ; ----'..:..A..:.. •---✓:,TAA©!t'00.00 1.,c D.W. ',_ • ,:-. _ --' , 16 I c-1 LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ] '-~ I SiA(Ll 24" X 12" TEE I ,,._ :\ ~ --' '' @-" 1-..· J.,.=,-.._,,. ABANDON EXISTING VALVES IN PLACE, BACK FILL -11 S: .,STA. 38+78.00 //_,,.,+~.,"a ~, ''\ r-ll'f~TAL " I W g REM'O' E. INTERFERING PORTIONS OF EXISTING VALVE CANS, REMOVE COVERS AND REPLACE ,£ C 0 , • _151 l~_EGJ!,tGASU,r , ·/ .• ,.,-n "-, , '\' ., , EDUCER & WATEI MAIN AND CONNECT TO EXISTING WATER EXISTING AC PAVEMENT. ---" -MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE ~ AS INDICATED ON PLANS @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY ,. 21 ND CASI ~ ,:-. • IG DSN N EW FH ~ ~ PER CITY OF NEWPORT BEACH sm-515-L WITH -< r---'v.""'v~v,,,-..._-,,.,.,. // C>-\ I.; :i @-9 REPAIR OR REPLACE TRAFFIC SIGNAL LOOPS PER CORROSION PROTECTION REQUIREMENTS PER SHEET ::, ,/ 1 -/~-,v,.,.._~r-..v./ -, --~r\,._ ----• v D1a::: I----!!----4. PROJECT SPECIFICATIONS FOR TEMPORARY CP-1 _ /,;,_~,j ,:,,.,;::;::-::::-::--.:_v::_~ ,'>.~:::..::;;::..:,.,.--....,::::::::::,_=.=,.i:~::::::,~c:::--:::-~--=---~'-j~,.=~-----'-~~-~,~;;:;._-~=_.:;;~~_.1f-:;,•f.:::':;::: ~ ~ / -~-=N-/ -,. , -;--, , , '\, 1 CONSTRUCTION CONDITION AND AFTER FINAL ®-RIED FLANGE INSULATING KIT AND - F--, ' -, -' \ • , 0 /'".,.--_,,, \ CAPPING OF STREET 15 INSTALL BU co '' 0 ' ,,.-13 STA. 39+38.00 \ 1: ::; _ V \) · 4-WIRE TEST STATION PER CORROSION g '-----' -·...A...__ '-' ---,.~,(1\'illa'I @-CONSTRUCT 36" STEEL CASING f° MINIMUM a...... PROTECTION SITE PLAN ON SHEET CP-1 ~ 'S DOVER DRIVE 7 ),!.!!~=~=~-=-==---'\ THICKNESS PER DETAIL \l!J @)-6 INSTALL 1-ANODE CATHODIC PROTECTION TEST NSTALL9,,s24" ~ff',.;:_ ROSS -,.VI,,~ ®-INSTALL 2• DOMESTIC SERVICE LINE AND METER STATION PER CORROSION PROTECTION SITE PLAN ~ ~ 8"S -----B"S -----8"S -----B"S -----8"S -----8"S -8"1, -----8"v/ -----8"v/ ,.,~rt----8"1, -----8"v/ -----B"I, -----8"v/ f a □ c --------LI' Rl=CORD ~-S □□ □ r R/~ -These RecoraDrciwings na yeoeen preparea oased on information submit\ ,a, in pO:by -f-- others. While this inform;ion is believed to be reliable, City of Newport Beach is not responsible for its occur□ , nor for errors or omissions which may have been incorporated into these plans as a resf It. -----8"S -----= ,...-,,.-'tj-' PER CITY OF NEWPORT BEACH STD-502-L ON SHEET CP-1 ° ORIGN~N8·Niwv~tvE '18'--0-~ ~~-,~~~~ '25'--INSTALL THRUST BLOCK PER CITY OF NEWPORT ®-INSTALL 6" BLOW-OFF ASSEMBLY PER NEWPORT ~ 0';;! __ "-...., fov". ~ ~ BEACH STD-510-L. BEACH STD-525-L n. ,, " ,~~"'-=---B"'w / 'c1' "' ~-----' 1 .. / ~ ~t,,,: ,Cl @-REMOVE INTERFERING PORTIONS OF EXISTING ~ ,r ~, WATER MAIN AND CONNECT TO EXISTING WATER "'o - -(5)-sr-~.:.::--4-r.Oo/ "-/ ~ ~ , .. ,., w I Tc> HIC:ITln., f'/11 IPI ,.,,, C:171C Hin TVPIC ~ STA. 39+5oJoo ~K-~ ClJM: DATA ] STA. 51 +53)00 AA?. ,.,...,-----.-=-.,.,,.,,.,,,..-,-c=c::=c:--.--=:-:::-=-:::-f'-:::--=-=-=--:::. ~ FOR CONT. I EE DELTA RADIUS LENGTH TANGENT C-3708 ,,,. SHEET 10 g ""---A 39·12°D6" 810.00 554.20 288.44 r- /,,.,---1-M_P_O_R_T_A_N_T_N_O_T_I C_E ______ In, __ lf-J-:r-..,.-=m-.---- REPAYING NOTES; 1) CONTRACTOR SHALL lJTIUZE T-TRENCH PAVING PER DETAIL 1 PER SHEET 27 BETWEEN STA. 29+71.56 TO 39+50.00. ,--------~...::===--------------------,--;--,--------------,r-TiiAP><P;,;RriioVEii"nD ...1.:,-.1,...;;;,;;..;,.;;..;;;.;;...,.....;;...;;;,~-i.....;;.;...;;.;.....1,,...;...,. ..... _.,_ ______ ~ IRVINE AVENUE AND DOVER DRIVE --:: SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. ~~,./4: ~\ I : . ' • \ ___ :::.- DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA 24" WATER MAIN IMPROVEt/ENTS 1, .~ DOVER DRIVE K RfS .&.--UTILITIES ENGINEER RCE 46214 Stantec STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 949.923.6000 l--!---l-----------1-+DA.:.::TE:.==~~==jl---__:ST~A.::..· _:36:.::+..:.:00:.=.._l:..:O:....::.ST.:.:A..::..· ;-39+~50=::--=--I < stantec.com DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W,H. CITY OF NEWPORT BEACH W-5311-S ~ 1---'---'--------------~--==c:----t::-:-=:-----i ~ ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) REVISIONS CHECKED D.R.H. DAfF64/28/06 PUBLIC WORKS DEPARTMENT SHEET 9 OF 39 0 ------+----------lt-------+----------1-----+--------t-----+-------+-----+t------+-----+------+-----t------+--,;~'--Ee1X~IST~.hF:rrlN011c-SH""""G10RAnc<D,-ET(h<OVrrE_R ____ t--____ -+-____ ----lt------+------i-----+-------+-----+------+-----+------I r EXIST. _tpATCH BASIN / t'ROt'. t'IPt. CENTER I .... I , ~ (TO BEi REPLACED) ----+-----+-----+----+------+-----+-----+-----+------+l~,-u•~~~=--==t-==--====}=--c=--=r=r;-=-i1-----t-------t-----t--t-------t -----+-----------lf------+-----+------+----I ;<')~ -~· .r_: I "~o~-.-':l,,_f"+t -------+-----+------+--L /_,\,------11------+----'E"-X·'-1s .... T"'. "{e.·,.,,' "-S-'A"'Nl""-TAl>'RSc>Y""'S"E"'W'l"E-'R""'l"'N"B-'A:;.,C"K"'GR ... O-'.iU""N-D ____ l--____ l ___ ;;:v~ n, , " ~"' _-o_/o: ~ "'L 1-10.Llsi:-COI\JI\JECTI0~ ~ 0~Ei;> □□o_p • 14" _ ::;·-· -----1-------11-------11-------1------+------t------+-----:_c;,:.CJ:-----~+.I -~~'(:~~t? ! i V WATER ~IN, SEE NOTE 1 BELOW. 1-i:: -+-------------------------1 ~;, __ • __ -t7~,~~~~l:~~~;~;~~~~~~~~~~;~~~~~~~~~~;~~~~~~~~~~;~;·,:~:.:::::;-;:::::::~J~~-~r------+-------!-_::..:.=_=..;:.J-:.:~~;;;:..;;.;;;t::~==-==-=~=o ------1-------11-------1-------1-----+-------1-----+------+-----h ~l------+----+--1------l-,"':-------+-----+---1-11----+-------+------+------+------1--------+------::.;::-----+------l------l------+------I-------I H, S=-0.•,D. 035 L -J c;.lu !:,1,,1 s o.qI012 ---+----+-----+----+-----+------+----t---1------m:;;tt,,_ -----;-----;---------j------j------i----------t-----......-""':i~ w [[-~---------i------1------+-----+-----1------• -----1-----------------------------------l·t::---~ ~. ~ ~ 11!; l C:-+-----+-----------1------1------1 ~~ II ~ tj g. 5Ct) ------1-------11-------1-------1-----+-------1-----+------+-----~·-~~-~➔.--c1-----lai:I-t------+--1f~§,__ __ ----1-----+---------1-----+-------+-----r----➔-----+---~F::r -- 1 =Oi-;::.~-----1-----------+-----+------+-----1 -if rn c( I "" • LO -----+-------ll------+-------\-----+------t-----+------+------€~\l-~a~m-~--+---~0=I--+-----P.l"~~~·---+------+-----+------+-----+------+-----t------+----i='=~>:,~·--1 Q aw a ~ _,z "'I" ~ ci csi oti " -' m c:: '.'II u:> u:> > m > ...: ~v l t') I() U') U') 0 (/J z" 0, ;_-= .,..'.._ = ,_:-v.!LO i-----+-------+-----+------+-----+------1 • • Ol <(' <Xl -------+---------,1--------+----------,------+--------+------+--------+-----+1--:5L<~1~a:-----+---~--l--------+----------,------+--------+------+--------+------+------+-----+-------,------+---------l------+------+------I-------• En vi r:. (/) r:. -------1--------11------t--------1---------------------~~•-----T l•------t------+-------t-------t-------t-------------t------1-------t-------11-----------1---:~~--t------------------t------1------1 u~• u O ) 51+oo CONSTRUCif 297.11 _.F. OF 24'' AWWA C-r200 CML ~ TW STEEI:L PIPE (MIN. THICKNl.:SS 1 /4") 52+00 ~ C) 0 ' z ., r.ds PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 53+00 ( /o ' I ; I 0 I I I ,_1 0 / 'r T T v , z ---" . . ITAS J GAS 00 GAS I --1 □ \. 54+00 T -- GAS +=, aJY OF flEWPORT BEACH 11'-0"XJ'-3" BOX SD Q -1 \ • I 11AND 8"11 '/-'-: • ~ll,{l'.:-1,' .AB~D,..l:l'J,( 7'C'> ,;,BJ\tlD 8"11 -~~ ABAND 8::; c. ~'---- - - ' •-, ,,,,,,. Q,.FW"'=,~ ...: " I ~ .,A..__ .,A..__ S'"w' "'g ,I..W ~/ T di~ .. / Oj ,..,,,\J ._ I ,,r ~ ~ I t-TC / ~-.J :) "'-...................... -1 \ rAT I --.......-1 1-L..._n, \_/ ...._GJ&rA_.,f..t: -_ ~ ~ .. GAS I,-, G ' GAS_. GAS ' S • rG AS aAS GAS ;PIS ...,.. EXIST. C.B. , .L J "~ _..,,., _.rv-'---, -- _,,A.. .,A.. Afltit::UJ._ W~ _..,..,____ _,,,..___ ~ ..A. .,A.. 8"\J ABAND 8"11 GAS ~ I RELOCATE EX. GAS '°' EXIST. 8 \.Ac;\. AS REQ D .,, , .,, ,_JI 1. Q < PIPE, SEE NOTE 2. r-_ "---. ,, .,,. F'I ~ _ , ,/ ~ 1' ) ~ ~ 1n "--1 STA. 39 ,50.00 BACK= ~ ~ v-v-c~ -3)'.5 •• --e;:._A':!'--::'': t ' ld.P' _ IF,;_ 11 .VENI I = ~ 1 ~ / ," 7 ~":c \ \' ~ STA. 51 52.89 AHD. 1~ ) , -,,~. :'. . --·r,;;;;,, c.. "-__./(~. ~-r1~---,mI ~ ._ • \ A , FOR co . SEE SHEET 9 ', l ~EFL. 35"31 '3El1 RT.® L , ~ \ \ f--< N RECORD ORA ~ .l>MG¾E EXIST CYPRESS 7i 2. la. '\ ('TA. 51 +99.3d : ~r:, < (:, I) r _ ~ These Record Drawings have been prepared based on in~ ~on submitted, in part, by '' "--___,,,./ -1't.J<,-D ,< r1 others. While this information is believed to be reliable, Citp Newpo f Beach is not ~~ ( :;:: ~ tu i&1 ..... ~~ !.U .:!: is; Ct) .....J 0 i-;::. ~ ~SI HlJCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL ~ . NOTES 1 . 2. 0-CONSTRUCT 8" PVC AWWA C900 @I (CL 200) PIPE WITH TRENCHING ,., AND BEDDING PER DETAIL 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. WHERE THE PROPOSED WATER MAIN IS TO BE CONSTRUCTED BETWEEN THE EXISTING SANITARY SEWER AND HOUSES, THERE ARE SEWER LATERALS CONNECTED BETWEEBN THE TWO. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD LOCATE THE SEWER LATERALS. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT THE SEWER LATERALS IN PLACE AND PLAN HIS WORK PROPERLY WITHOUT IMPACTING THE LATERALS. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY, FIELD LOCATE THE EXISTING GAS PIPE AND RELOCATE THE GAS PIPE IN ACCORDANCE WITH THE GAS COMPANY REQUIREMENTS. IX> g ~ "' ~ "! 0 --0 ~ ~ Q. responsible for its accuracy, nor for errors or omissions which ay har e been incorporated ::::::~ I\/ .-.;; ~--------~ IMPORTANT NOTICE SECTION 4216/4217 OF THE G0VERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. ~IF ~ , r, ~.-.~' .• ~·.-~'. DIAL TOLL FREE -:, ·/ ... 1 \ 11 : I .' • 1-800-227-2600 I •."·· ' \~ 'v_, AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE ALERT OF SOUTHERN CM..JFORNIA into these plans as a result. I REPAYING NOTES: 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY 'Z' CAP FROM THE CENlER MEDIAN CURB TO EASTERLY CURB BETWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CnY REQUIREMENT AND STANDARDS. ,, g C-3708 r-,----------.....----------------------..... -....... -....-------------...... -....... A"'P""PR'"'o'"'VE""D ______ ....,... ___________________ ~ S?J.~ IRVINE AVENUE AND DOVER DRIVE : ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEMENTS 1, W:.:, 19 TECHNOLOGY DRIVE 1/Yl/W, lfS &, REll0II) -IRVINE AVENUE °K Stantec IRVINE, CA 92618 1---l---1----------+-+DA.:::TE=-==:::::;::::===+---~ST~A~.~5~~+~5~2~.89~TO~ST~A~. 54~+::=,50~---I< 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z --~-~----RE-VI-SIO_N_S -----~-+CH-EC-KE_D_D-.R-.H-. f--DA_1ti_4/_2_8_/0---16 PUBLIC WORKS DEPARTMENT SHEET 10 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) ,r EXIST. Fl ~ISH GRADE OVl,cR LINDA I ~NE ~ 1-------+-------11-------+--------1-----+-------+-----+-------+-----+-------+v~·"--,psaK·Op:-f' f'r CENTER7:i i<i-,:~ -----+------+--1--=--+-------+-------11-------+--------1-----+-------+-----+-------+-----+-------+-----+-------, / II t---,8_ --f- '\ I \ I , I I : I I I I I --! --I ---!!-•• --, \ ~(l' EX. 0 '"" I I L (!)' 1/ I \ f:l o·J ~ EXi'S-f-:-0'-SA'N'ii-~~t~SE'YYKR-i'N,-----+-----+-------+-----+-,--+ : I""~·~ '7z"fo<J,. BACKGROUND W/ HOUSE CONNECTIONS .,,,----OVER PROP. 24" WATER MAIN, ' Se.c. NOlL 1 ON SHEe. 1 0. - - f<l~ g_· '1'-' I. Nllr,, 1.t,f ~- ~ ·1 ' /' . / ' L ---- - ~ q· n ,J> lmp¥'b~-0 '\ ----1---------~ I I S ·C,.0045 L I / f 0 S 0.,0060 ---- Ci ~~ / '··,;_,,'C\l-l------+-----+-----+-----+---1---- ,__ __ ~2:,1----+----+------+----+------+-------,f------+------+----------+------+----+------+-------,f-----+--+------+----------+------+----,<Li+i--/----_,-,,...,:.bs ,--~~---+---------+--------___,,__ __ _____, 1--~1 t ~ { & i~ ~ i~ro0---+---+---+----+----+-----i ~~ :·; i ~-; ~-~1~7 t~ Cl) ~1t--~vi';r~ .... .;'.---+------+-----+-----+-----+-----+-----+-----cn-.----------1-------11-------11-------1--~;:.¥...,~,;r ----t-----t-----t-----+-----'l ,-:::----t 1--1 1,l;!-rCll-----+------+-----+-----+-----+----- ...... IO...J lt _/ s;. ~ ~ ~~ ~ 1----~ ..... u i------t-----i-------t-------t------t-------t-----i------e ,t-------t------t-------t-----t------t---~"'e-r'' s~...,·,r· -----+------+------11------+-----+------l·n a-----+------+------+------+-----t------~ a (/) zr•:.:: a ~ ':2> ~ --vv CON~TRUCT 504).00 L.F. QF 24" AW\1A C-200 CML & TW STEEL Pl ijE (MIN. Tl ICKNESS 1/4'') (WELD AL_ JOINTS) 55+00 56+00 57+00 PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 58+oo 59+00 I I ' T T , ',. T T jJ.1~NUT 1----==-=-T_-_--_-_-_=_=:_T ==---_-_=_T-===------_T_-~-==---T -----_,.-T/_ T IPL~l -I\ T-u--T---T--++\---+-r----~_B '"' / "r ~---------------=====---'-□ \ -J,T~ / - -i---:--- - - -I e V) 0 () __ ,__ B'"v/ -~---8"\./ --:=====~I'll',.=====!'!.===== GAS GAS GAS --♦--al' l'I l'I l'I -;o,---GAS -----GAS -----....._ ~ l'I l'I .. .. .. ---lO"S -----IO"S -----lO"S IO"S IO"S ----61~--10"S ------10"S -----10"S -----10"S -----10"S - V) 'ill' -- --------· ·-· □O r --a1mw™ --~ , , --~ I ' I ' I -~r-------'()-~==::::\::#l ========!a:'~======;il RECORD DRAWIN ;: I .. -----10"~ "' « L'.l -- 11' O"X3'I 3" BOX SD /li,o . -----lO"S __ _,,0,.;,• 1---lO"S I I E) '--' STA. 57+94.44, 5.49' R , -,, SEE SHEET 28 FOR PIPE ,.?, l ~ l ~11 CC!hl!IIECIIQN DFIAJLs__J - - - - • -----10"S ar/OF -0 lr------1 ~-~--' --...... CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1 /4" MIN. PLATE THICKNESS) d, TRENCHING AND BEDDING PER DETAIL 0-CONSTRUCT 8" PVC AWWA C900 @ 1 (CL 200) PIPE WITH TRENCHING .., AND BEDDING PER DETAIL 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS ©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH SID-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ®-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS co g ~ "' ~ "! ---0 ~ ~ a. These Record Drawir g have l een prepared based on infor at1or submitted, in part, by others. Whilei:is-inf , rmatio is believed to be reliable, Cit ~f Newpqrt Beach is not responsible fo its ace uracy, or for errors or omissions wh'lch may hove been incorporated into these pla s as a result. I C ..,;; ~--------~ /',,..----------------------;,:.,-;.~--------..... ~IF • IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. ~~,/4·. ,:\\ I DIAL TOLL FREE I ." I 1-800-227-2600 ' • '----..::::_, AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA REPAYING NOTES: 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY '2" CAP FROM THE CENlER MEDIAN CURB TO EASTERLY CURB BElWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CllY REQUIREMENT AND STANDARDS. C-3708 " g .... ,......-------....----------------------.,....--,---.-------------...,...--,-A"'P""PR""O""VE""D-------.----------------------~ S?J.~ IRVINE AVENUE AND DOVER DRIVE : ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS 1, W:.:, 19 TECHNOLOGY DRIVE 1/YJPA RFS &. lmllll -IRVINE AVENUE [ Stantec IRVINE, CA 9261 8 1--+----1----------+-+DA.:::TE:..==:::::;::::===+---~ST~A~~54:!.+~50~l~O:'...:ST~A~ . ..:.59~+50~----11 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z --~-~----R-E-VIS-IO_N_S -----~--CH-E-C-KE_D_D-.R-.H-. +-D-Alf6_4_/2_8_/_0_,6 PUBLIC WORKS DEPARTMENT SHEET 11 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) 1-------+-------11-------+--------1-----+--------+-----+-------+-----+-------+-----+------+---~==-iiE=iX='ilSc=T,,_ • ....,F,:;IN;;,IS~H-':-=Gc0''=A,.,,D;=.E""O;,.;V,;;;E'--'R---+-----+-------+-----+------+-----+------+-----1-------+-------11-------+--------1------1I z PROP. PIPE CEfTER LINE 1-------+-----+------+------t-------+-----+------+------t-------+-----+------+------+--~/~-,--_____ ----::::::-t===----==t=--===--=:-----,----t-----1 ---==--t==:--:===t-----t-----1--------t----,----,-------i1 -----~ --,'1 --(j / I EXI: . f!' SANITARY SEWER IN BACK,pROUND Q <?: I \ ,,,---W/ HOUSE CONNEc·noNS OVER PRG)P. 24" ~ 1-------+--------11---,8Q--@ l---------l---------ll---------l---------l-------l---l 1 -1---1 --~--.L✓--w=:..T,cR_MAJN,_s_c-c-• ,bTE 1 ot,L Sl:LEE1 1 n Iii UJ : : _____ { _______________________________ r-------------------r------------= ------·=------I~~ l-----+------+----,6ii;;l=:==~~~~==~==~~~~~~;;::;;;;::;;;;:~~~~~~~~:::::::::::=:::==t-=======l====~tr=:====1==:::::::::::::::=t=====r===t===1~~1-1-1--,-,-,I f--------i-----+---:~. ~'t~=======t =======t =======+========t-========t=;=j======t========t~=======:~====-~·s~-~8l~,p8~8S~====tr=======t-=======t-========{======t-::====r====r===1====7,1,a~,t'~:c· --,---,---,---,---,--,1 -.I ~~"---+------+-------+--------+-------+------+------+-------+------+------+------+-------<---->------+-----+-----+------+------>-.1;•-::::J i------;-------ii-------:~-11-;;1--""~-~ ;I -~-----+------+------+------+-----+-----__,,, ~ I 8 \ r--:SC f--------1-----+-7-0 ~> (l) z -1\-~o;• --+~,'-----+----+----+----+----+-----+-----t-----+-----+----+-----+----+----+-----+-----t-----+----t .. ~~-7-0 f-----t-----+------1-1-~•~1v ~<-\+,1-----+-----+-----+---------1-----jf-----f-----t-----+-----+-----+------+-----+------+-----+-----------+-----+------+-----+-----+-----+------1 1 ~~ ,1 '-~----+--------,f-------+-----1--------+-----+-----+-----+--------+-----+--------,f-------+-----1-------+-----+-----+-----+---------+-----+--------,f-------+-----+--------1 1 ~'-.,..__,,/ ,..,.. ,..,.. ---- C0N$TRUCT 45 ,1 .00 L.F. QF 24" AW ,'A C-200 CML & TW STEEL PIF1 E (MIN. TfillCKNESS 1 / 4") >--------,-----+-----+-----+------+-----+-----+-----+-----+-----+------,r-1~·El;;0 -A1;;~01N :r-S -)>--+-----+------+-----+-------+-----+-----+-----+-----------__,,-----+-----+----+------+----__,,, 6o+OO ,----~I I ' '\ ' ! If I u I () 0 z () "' T . -i ~ ------ 61+00 I --1+----1 -ttJ-r.__ __ /c- V PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 62+oo ----------~-- 63+00 64+00 V" ....., I -------~ ----------~ ' C . . _ r t:J -c "' -----+1-------------~~,~~.::. ~= ~= ~=·:\J~~!~~~~~~~'J::::::~;;z~Saa~~~~--§=~~~--~==~~,~-,r~~~~c~~~~§~~~~===~=;=~~ii , -"-ii - -/ ...__,, AS --7-c::::j_7"-J:;"<',;''">P<,;;::=:ji~-GAS ----GAS GAS GAS -====:=_gG~A-;,-~\~~=~~G~ASV.i-.J====__l'G~AS~====~§...::===:;::::~~===::'.:---J -----ID"S -+--tt...,,'!'.J. ~----! ~ '-.__/ 10"S --;;;;:_:::r-~=~-c../ ID''S -----ID''S -----ID"S -----!O"S > J ,re fl,,8 ~,,8 '...:::::: , '" '---" GAS -. ~. 1 I ""· GAS GAS -----lO"S -----lO"S -----!D"S -----lO"S -----lO"S lO"S ASPH _______ -------------______ _ i=....===--=~-=-~==:~~-=-=-~j~-==-=--===--=--==--=--===-=~=~=n==-=--===--=-~=-z\.~~0;wg·~~oaT:s~fi~2~·~--\---A-SPH----~--- ' ~ / ' / ' ' ' ---, . ~ -~ 0 . -,-. . V • V • • ' CJ ,-s.-} \ • • V . D --..., --aTYOF -EEACH -' , ~ I ' / ' / 11' O"X3' 3" BOX SD □ . :i::: '. \ '\ \ / I ' I 11' O"X3' 3" BOX SD \ d , <?:,__ __ 16"\./ -----16"\.I -----16"\v -----16"\v' -----16"\./ -----16"\./ -----16"\.I -----16"\.I -----16"\v' -----16"\./ -----l,6"\.I uj __ B"S -----B"S ll'~S_ --~--~,rs----------9 --~ ~ ---------------60+00 ----- ------------------I S-S--~~---_-_-_ B"S B"S --------13rrs--=~~--~S... __ -_-_-_-_-_-.-B"S 61+00 ixJ ~:4-G'J~2-E 62+00 ;t• !JJ~ 1 _ _ _ ABAND 8",! • i:1$ -A,'\,/ A:"\J :c:c 1------------"AT" i,..;: UJ GAS GAS ,, ' GA Cl) 5 -.;,,_:~/W ' \ --"'---" \ J ~~-v, 5 ~~-"'="'~' --=--------I A:"\J ABAl>I-IL B"lJ A:"\J CATV GAS 1\MIIIIIL 8! '>,; A:"\J . ABAND B"Y ,,. ABAND B"Y -AllAND -8"\oL A:"\J . 'I GAS > ( \ : ' I'. The_;s ~cord~ Dro:;;;-gs h />,If) /oeen prepare~ bp\ed • on iryfo~otfon s mitted, in part, b~ '-• ) ~ 'et be While this inforn .a~i, n is believed ~o be: J;eliable, ,City of Ne ,art Beach is not , -x~ ~ ( ' ABAND 8"'- G .ABAND -,J"I,/-~----ABAND B"Y =-=---",--ABANTI "ll~\.I'. , A:"W 81'~ ---811 :\ A:111..r·· CATV CATV GAS D lO"S - -r CONSTRUCTION NOlES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) ! TRENCHING AND BEDDING PER DETAIL ©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 @-ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANT CXI g ~ "' ~ '! "' --0 ~ ~ C. responsible for its accuracy, nor for errors or omissions which may have been incorporated -.;; ~--------~ IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. ~IF ~ , r, ~---~'--~·-·";', DIAL TOLL FREE -:, ·/ ... 1 \ 11 : I ,' • 1-800-227-2600 I •,'·· ' \~ 'v_, AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE ALERT OF SOUTHERN CM.JFORNIA into these plans os a result. REPAYING NOTES; 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY 7 CAP FROM THE CENlER MEDIAN CURB TO EASTERLY CURB BETWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CllY REQUIREMENT AND STANDARDS. C-3708 ,, g ,-.. ,---------....----------------------..---,--...,..-------------,---,-A"'P""PR""O""VE""D-------,----------------------~ S?J.~ IRVINE AVENUE AND DOVER DRIVE : ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEMENTS 1, W:.:, 19 TECHNOLOGY DRIVE 1/Yl/W, lfS &. REll0II) liRJIMC IRVINE AVENUE l Stantec 1Rv1NE, cA 9261 s 1--+--1----------l--+DA.:::TE:..==:::::;::::====+---~ST~A~. ~59~1 so~T~o~ST~A~-~64~+~00~----1< 949.923.6000 stantec,com c:; DATE BY DESCRIPTION APP"D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z 1---~-~----RE-VI-SIO_N_S -----~-+CH-EC-KE_D_D-.R-.H-. I-DA-~-4/_2_8-/0---16 PUBLIC WORKS DEPARTMENT SHEET 12 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) ' ' --w --1--~:ii-FJ---+------l--------+1i--;>~-----+-----+-----+------l---------+-----+-----+------l---------+-----+-----+----==:---:r:-::-::-:-:-----:c::-:-:,::---::-:-l::=-----+-----+-----,;,,--t---------t·l-----+-----+-----t-------,Qf)-----j-----+-----+-----I --:S / EXIST. INISH GRADE O~ER , l _ _ .,., L___ PROP. IPE CENTER LINE _ ✓-', _ f-----+-----+-------+-,-;I ~~--+----+----+---~----+----+---+----+---~~---f------f 177L---f----+-----:::==-----=='==--==----l===--4===;al:......_,,==;"'r=-~' =J.l--=4 ===----==~==--f..,...:-:----~----f----+---~ I ~ --,,----,-----i-----,----,,----,-----=::::==r---=---,-------;,:;i--------1 ·-----Ji------~-,,':J.r-,-------_-_-~--------,-----i---,r::,,-i:s✓· t<vY~c,-"'7--;:,<_,'_1 --:":-r!:i:~·---+-----+------11i3-· ----+-------11---------+------, ~ 'i-:' ~==~=~~G:\i~J~-~~~-===-t,//;=\\==-./-,:£-=~=.=+--~. _:~+f =---~--+-----+--y_c;d> -7~ .P' •. • / J ' ~ S~ ~t-~---+------+-------+---- ,------8--t-[jw=-:==-\--:71-<-,..., ~'?·1Y -~~ yr\!<_~· s 0.0092 ~/_}5,c·" ~ --------~·-.u --(}j #; ~--~ UJ ~ ~ - - - - - - - - - - - --1--l I 1,.,.-o/~;...-----+-----+-----+------+------+-----+------+-----+-----+-----+--------<-----+---. V ~~---~-~-C)~~A-~-: : ~ 1,,-=~'i-CI)----+----+----+-----, Cl) UJ S .r, Or'\A O Jft ~~~"f-' ~z(:,~ I I (\ 1-----s \ l, ~Vo~• o L __ _J -~ l-------'251-\---l----+----l---l---l----+-+--------ll---+----+------l------+--------ll-------+------+------+--------ll-------+------+------+--------11--------+------+------+----t --l--------+------+=-----+------l--------+-------I i,;;;. ~ l-------':i ·l-l!~:"--l----+----l---l---l----+-+--------ll---+----+------+------+--------ll-------+------+------+--------11--------+------+------+--------ll--------+------+------+----t --l--------+------+-----+------l--------+-------I 1/) r-->--7CA-1--+---11---1------t---+--l----t-1-----+--1-----11------+------t-----+--------t-----+-------+-----+-------+-----t-------t------t-------+-----t------+---+---ll------+------tl------'~CFJ--t-------+-----1-------, Cl Cl z z w w w 1---------0-~ID•,----+----~:-c-, .. ,----+----+--+------+---+------11--------+------+------+--------11--------+------+------+------1--------+------+------+------1--------+------+-----1 Iccl,a·'--+------+--------11--------+------+------+--------1 N I f-ai 1'-i f-ai . I ~ ai (!i 1o (!le;'. 1---------0--g;,., .. ,---+----~-+---+-~I""'): i o ~ :_.a.'•+--oe+-----+-------+-------+------+-------+-------+------+------+--------1-------+------+------+--------11--------+------+----,a,~ ~~.ti,.:...,.-------+------+-----+------t--------1-------1 V ..,..... <Oo o 0 o .----w ~ co o ci o=--r o=-.t .--';> "ii"" • 10 ;J-co a, N :::,:9 N > 1-------•--+,1• . .----1-----l'· > N , _hi:::; 0 '7 ::> + ..,. • 7 ~ ...._ .; ~ V _J .J:" _j,,,~_l_------.+c,r.~c::---i~i-t· ,.,s,---+-----------------------------------------------;------t-------;------------;------t-------;-----;;ffi:.;-::l.,.--§ ..... ~ ::I ID '~ co o u> _J co _JN LO ..., m < ..... <C < r"-: -co , ~ . ~a:, r.o -. I"') _,;. i-= LO<( i-,; en i-= I!) .r:( • <( f" <C( (f'.l I• ...,. <( ~ _V) ,...ji--,..; V)_..: vu"' ui ~,---i-_ui·r~in --z~~'1-~ ---~~ .. ,,.~~'I"·•;.::.,...· ----t-----+----C-O-N-;:-iT-IR_U_C_T_5_5;-~-.0-0_L_.-F-. -C-t-F_2_4_"_A-l'M--;-,'A_C ___ 2_0_0--t--C-M_L_&_TW----i--ST-E_E_L_P_IR-t-i E_(_M_I_N_. -T-Hlt-1 I_C_K_N_E_S_S--;1-/-,4-.. -)-----i-----;-------;------;--1,;tnl~Ol ""-...,,I0~---+-------+----+-------+-------<,...----- >----6:.,A------F!!"====l====:l======t=====i====l=====t=======~::::::::::::=======lF:::::::::=::::::::::::::~===:::::::::::::::::::f==7i:icw~-E=i=ito~"A=i=lt =:-J:::f.o~-11\li.=i=-rrc:s~) =i==::::::=:======t=~:::::::::::::::::::::::f==::::::::::::::===¥==~==i=====l=====l====t=====i====t======!!!!!q.__,;_-_i-!}-+-----+------l-------j 64f00 I I'--.. ,,... PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 68+00 '-' / I iS+oo ,' ,...__, ------------1::sl: CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) d, TRENCHING AND BEDDING PER DETAIL ©-CONSTRUCT 6" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING :, AND BEDDING PER DETAIL ©-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ®-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS @-INSTALL 6" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH SID-510-L. co g ~ "' ~ "! "' --0 ~ ~ a. --.;; ~---------~ /".,..----------------------;,:.,-;.~--------..... ~IF • IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. ~~,/4-, ,:\\ I DIAL TOLL FREE : ," I 1-800-227-2600 ' • '-----..::::.--AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA REPAYING NOTES: 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY 'r CAP FROM THE CENlER MEDIAN CURB TO EASTERLY CURB BETWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CITY REQUIREMENT AND STANDARDS. " g C-3708 ,-.. ,------------------------------------...--..,...--------------,--.,..,.,AP"'P""RO"'VE""D,,....----------------------------1 ~ S?J.~ IRVINE AVENUE AND DOVER DRIVE : ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS 1, w:_:, 19 TECHNOLOGY DRIVE 1/YJPA RFS &. lmllll -IRVINE AVENUE [ Stantec IRVINE, CA 92618 1---l-----1------------+-+DA.:::TE:..==:::::;::::===+---~ST~A~--64~t~0~0~T~O~ST~A~. ;:::,69~+~50~----1< 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z --~-~----R-E-VIS-IO_N_S -----~--CH-E-C-KE_D_D-.R-.H-. +-D-ATfb-4-/2_8_/_0_,6 PUBLIC WORKS DEPARTMENT SHEET 13 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) EXIIST FINISH GRADJF QVER --/ PRIOP. PIPE CENTEi, LINE l-~~;Jf-1-------1---+-----+---+----+---t-----+------+---+----+_------==-----:=l==~==-"'f---.--:.d-':P' --------:--.,...----+-------11------+-----,-~~+-------+------+------,•-.J"I G::\r1 ~ 7 7 ~----~/ II ------!n ...... ...... ~ ~ ~~ S p .0036 ~sc ~ ~ z S1 IO c-,j r.: IX) / !:a:T"' l:H<r' ::,: 2!!~ z IO ,:'i BC "' 0 rri IX) E;;, 3i ~!.[j~ ~- -~ t5!2! ~70 ..... ....J (WELL ALL JOINT:iJ , 0 ·-3i >--6..,fl-l------l-----t-----+-----+-----+------t-----t-----+-----+-----+------t-----t-----+-----+-----+-------ll-------+-----+----+------+-------11----4,:;=;..,jFJ---+------t-----+-----+-----+-------l l 70+00 I IL..__ __ ____,,L,/ V ~. ~ \. .. ,re D :, - 1---v--,lt--V----v----v----v----V GAS 1---lO"S --------10"S · lO"S ----lO"S -GAS --➔1--GAS _-_ -_ -_ -_ -_ -_-GAS ~ 1 ____ GAS ---- ----+I----------- 1 co <X CJ - " <X CJ --.N. I '\ , lO"S 71+00 PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 73+00 0 - ---------------------------□ n V --+---w----w----v----v----v----w----w----w----v---- GAS ----GAS ----GAS -~--GAS ----GAS ----GAS ----GAS ----GAS---- ------1Qoca_..._ ___ IO"S ----+-10"S ----lO"S ----lO"S +----IO"S ----IO''S --------------+-------------------------- " <X "' " <X "' GA' IO''S " <X "' V w5/ GAS GAS IO"S -- ,re ~ w ----v----v----v-----I AS ----GAS -------1 lO"S - -t-----l~t-t•f------lO"S __,.. " <X "' - I -------+-----------+------------<---------+-------<~ ~ I CD PROPOSED 24" ~s·so co d co co WATER MAIN ~co t ~ co w 0 ~ a; "1n 1"1 ,;:; ,,:; I-="" I .. i UJ1t-----!6"V 16"W --1---16"V ----16"V --+--16"V ----16"W 16"W --+--16"V ----16"V ----16"V ~ l♦"W 16"W _µ•~-- ~ ~ T 7r ~ t I . • ~ 6"V ----16"V ----16"V ---+--16"W ----16"V ~--..-1UJ ~ ~- !.U~ ~~~--------~~-------~------·,--------:--------------~~------~-------------------~----~,-----~~-------.... <[ <[ <[ <[ ~.1 ::x:~ 8"S -----+ B"S ----~"S -----\-8"S ,,; B"S ----B"S ----1--+-B"S 11@ B"S ----B"S ,.;B"S t--J---.,,---B"S -++----t B"S U \ ~ """' "" 1' i l==-=--=-===iiiR=f.-~~c-c \ ~ _...__ _ _ ___ _ _ wt.t~w ____ ? _____ -,<b-____ L _ _lJ ____ WM!_• ~-L_i_ - - ~,7w \P. , . ..,.,a:, 8' WATBl ~ c-----, [:,"~ ;z -=_ O ~ (SEE SHEET 19)L_-----f -fja\r,·-,~~--~N E: AVENUI: ~ ~ /\) _ ----- ====h==~~~~~~~~=~~'d=:::b~=i r ~ CORD DRAW NGS J Thes ~ Record D awifl)ls have bee prepared based on information submitted, ~fi other;,. While th~ Qi :~~mation i, ~ i,lieved to be reliable, City of Newport Be , e· respdnsible-f.o.W ± -.mc}l.__n,or Ta1r errors or omissions which may have be m into these plans as a result. I p prt. by i not in 1 corporated I- ·-·---------------------___________ ":!">►:,_? ~ Cl) co " I -.I :q; 811 S ----B"S ----si!t ----S"S '~ :;J:: ' ',.,,,/ u <b '---re w '!l i I X - . - ~ IV - I V CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL r, @--INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 IX> g ~ "' ~ .,, .;c --0 ~ ~ Q. .-.;; ~------I ~ C-3708 .,, g ~IF ~ , r, ~.·.~'.,~·.·'";', DIAL TOLL FREE RE PAYING NOJES; .... ,---------..--------------------...... -....,.-....,.------------....--.,..,.,AP"'PR""'O""VE""D------..------------..... -------1 ~ S?J.~ IRVINE AVENUE AND DOVER DRIVE : IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. -:, -/ ___ ]' \ 11 :1•' • 1-800-227-2600 I •,'·· ' \~ 'v_, AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE ALERT OF SOUTHERN CM.JFORNIA 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY '2' CAP FROM THE CENTER MEDIAN CURB TO EASTERLY CURB BElWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CllY REQUIREMENT AND STANDARDS. ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEMENTS 1, ~ 19 TECHNOLOGY DRIVE 1/Yl/W, lfS &. REll0II) -IRVINE AVENUE l Stantec IRVINE, CA 9261 8 1--+------1------------+-+DA.:::TE=-==:::::;::::===+---ST~A.~69+~~50~TO~ST~A::_ . ..:..7~4+~50~----1,; 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D, DESIGNED D.R.H, DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z 1---+---~----RE-VI-SIO_N_S -----~-+CH-EC-KE_D_D-.R-.H-. I-DA-~-4/_2_8-/0---16 PUBLIC WORKS DEPARTMENT SHEET 14 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) HOLIDAY ROAD t C_ EXIST. FINISII GRADE OVER I 1-------+-------11-------+--------1-----+-------+-----+-------+-----+-------+-----+------+.vr-:,,pReP-.-~-P-~ S~N=f=!~H-ldN~,1+--------11-------+--------1-----+-------+-----+-------+-----+-------+-----+------+-----+-------1 . ~ ~ ,-9Q---~ d ..... -~ ...... - ~ -- ~ f5-YJ ~~ :'St-!4;1 I • ~ ~ ~ .. Cl);!: > z ..... ,.,.. ...J 11') -6 ·o, --.,j IX) ~ ::=l S 0.0036 s-O.O011O s-0.0027 I 0 z w m 0 N 0 0 I z z z II w .. w w [ff w· :,.: m N m N N ~ ~ c.!i I ;;,: c.!i I I j $;) J-~ ./ ~ ~ __Jo ~ 11') r-80 ~ + !oJ IX) i 0 "' CL r--0 "' IX) ~ 0 N 0 m "" N <D N 0 LO + i LO a:i ~ 0 a:i N > IX) > "" "' > 11') > "' > IX) r--> ~~ ' 11') = J, = Ji "' = r--= IX) = IX) IX) '= _J r--"' r-- "" r--...J r--0 r--r--r--r--r--r-- "" .N . <D ~ -,i q -,i <D -,i "" <i ~ "1 ,;['. ,;['._ . . VJ ~ VJ ~ ~-I ~-. VJ u.~ VJ -~ VJ -~ V) ~ IX) IX) z IX) IX) IX) (f) IX) -7(-)-7Cl::I--+-----+-----+-----+-----+-----, CON$TRUCT S0 l .88 L.F. C,F 24" AWi/A C-200 CML & TW STEEL Pl ijE (MIN. Tl ICKNESS 1/4'') ,.._6" ""0-+-------+-----+------+-----+-------1 -- ' ~ '--GAS ~no IO"S - ROCKS 75+00 /--...:xf, lO"S -~ ' ..,, ) lO"S - < I 76+00 77+00 , I 1,1 1,1 1,1 GAS GAS GAS lO"S -~ -~ -- I D / ~ ..JU i------1..,-,.... 8_.._.-...,.~-----~x:_-R-'/-Y,;~z--!-.·\1 ----/>~~;:;:~~~, ::;;;:::::::;,:::¼-- 7 f-4,, < others. W ii, thi information is believed to ·~er le, City 1, ~ responsibl fc' _it accuracy, nor for errors or I omissions whiclj into these pie ns I as a result. ' -( J a /'-------------------------;,:.,-;.~--------.... ~IF • REPAYING NOTES; 1) CONTRACTOR SHALL UTILIZE T-TIRENCH DETAIL 1 PER SHEET 27. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. ~~,/4-, ,:\\ I DIAL TOLL FREE : ," I 1-800-227-2600 ' • '----....::::...-AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA 2) CONTRACTOR SHALL GRIND AND OVERLAY '2' CAP FROM THE CENTIER MEDIAN CURB TO EASTIERLY CURB BElWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STIRIPE LANE STIRIPING AND BIKE LANE PER CITY REQUIREMENT AND STANDARDS. 1,1 e, PROFILE SCALE C1 :t> HORIZ. 1"=20' VERT. 1 "=4' ~ .., I -GAS (,') - 79+00 ' ) I ) I 1"/ I I I < I< \ , I< I< < CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL 27 0-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH STD-51O-L-C AND STD-511-L @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 C-3708 110 g ~ "' ~ "! "' --0 ~ ~ "- --.;; ~ " g APPROVED ,.._ ,---------....----------------------..... --,---,--------------,---,-,.,,,,,,.,,,.,.,,...------,---------------------1~ 0 Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE ,:; STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS 1, 19 TECHNOLOGY DRIVE 1/Y)/rA RFS &. lmllll llRIMIG IRVINE AVENUE l IRVINE, CA 926 l 8 1--+--1----------+-+DA.:::TE=-==:::::;::::===+---...::ST:..:.::A:..:. 7:...:4:..:+.:::50:::....'..TO~ST:..:_::A::__:, 79'..;:.:+.:::50::'....._ __ -1 ,; 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z --~-~----R-E-VIS-IO_N_S -----~--CH-E-C-KE_D_D-.R-.H-. +--D-ATf6_4_/2_8_/_0_,6 PUBLIC WORKS DEPARTMENT SHEET 15 OF 39 I -. ' r,I 1l"'1 1 ""n-\nC" n\lr n -... j_ PROP. Pl OE CENTER LINE ,__90 -----' ·P r---,1 ----I;::=: !;Q & -~ ~ "' I- 1U w $;)~ s 0.0027 0 a;~ ~~-~ s 0.0045 w~ .. • UJ ~ / _ti:c:c !.LI z ~ LO ~Cl) ---~80 -5-~ -4' -.I --co ;;i; CD ~ '" -·i,;::. i,;::. 0 §_ 0 § 0 ·./! v-co ~-~ ~ (.!) ~ 0 I') ~ -7C 0 co 0 7C 0 co 0 ~ ~ -~~ + + Q ~ _J ~I ~-d~ a ~ -4' (/) 'q co (/) Zco CON~TRUCT 50 l•.QQ L.F. QF 24" AWWA C-200 CML & TW STEEL PIP.E (MIN. T 1ICKNESS 1 / 4"") --<WELD AL JOINTS) :e -- PROFILE SCALE HORIZ. 1"=20' VERT. 1 "= 4' BO+oo 81+00 82+00 83+00 84+00 j '-J I I I I 'I,() .,, ~ ., 0 ' "' p· I ---,,,,...., I I u '-J /~ I ~ I I I) NCISij ~ODF IVE PROPOSED 24" CONS I HlJCTlON NOTES .,, =1 ., 1 "' I I WATER MAIN --0-CONSTRUCT 24" AWWA CML&TW STEEL@ ' I u I 0 \ ':,--) , □ □ □ □ PIPE (1/4" MIN. PLATE THICKNESS) i, ' TRENCHING AND BEDDING PER DETAIL ,r-R/W AS /' ' ::, LR/W 0-CONSTRUCT 8" PVC AWWA C900 ' , @ - -- - - - - - - - - - - - - - -. ' I / (CL 200) PIPE WITH TRENCHING -- TC ,,,-1" TC GAS GAS GAS -· GAS GAS GAS Ci) GAS GAS GAS GAS Q 0 ©<Is GAS GAS ---o/ AND BEDDING PER DETAIL ... / LI <p "' '\ __.,. 0 f ' In , I ' 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF / -~\ I /"<.. . ' , 8"\,/ NEWPORT BEACH SID-510-L-C AND SID-511-L ',/ ',/ ',/ ',/ ',/ ',/ ',/ ',/ ',/ -w • /_ " " .. . .. .. .. !;Q \ e I;::=: ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT ~s s s s s s s s ~ s s ' . r--S s s s s s s s / s s s s s s s s s s s s s s s e s-CROSSES), AND ABANDON EXISTING AT NEAREST ~ ,, ~ ~ ;-;;\ _Q I ct-ACTIVE CONNECTION. EXISTING WATER MAINS ARE ~ -----------------TO BE ABANDONED IN PLACE AFTER NEW MAINS li:i STA. 80, 47.00 16 STA. 81 +18.83 '7Y11) I li:i HAVE BEEN PLACED IN SERVICE AND ALL SERVICE I I / ----rNSTJi[L24'' X 8' I Ee, 82:00 / LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ~~ 80+00 \ 81+01 INSTALL TE~PORARY 8" PLUG ! 83+00 84+00 i~ ABANDON EXISTING VALVES IN PLACE, BACK FILL . ' r ""7'47''F . VALVE CANS, REMOVE COVERS AND REPLACE ~w ' '16"\,/ ' I'):~~ . EXISTING AC PAVEMENT. 16"'w 16"'w' 16"\./ -· 16"\./ 16"\,/ 16"\,/ 1E "\,/ 16"\./ 16"\,/ 16"\,/ 16"\J ,, . 16"\.I w~ 4 t in . ,o w "' --®--INSTALL 1-ANODE CATHODIC PROTECTION TEST I ~ STATION PER CORROSION PROTECTION SITE PLAN t3 !.LI :!fji..-, ~·------------------~ . r--CN ~65 ON SHEET CP-1 . . ---<~-----· ------------------· ~--""" -----------ill-----------~ -:-<1" -------------------------~----5 --. ,. \. . --' \ --' ' ::] B"S nnc-0"<;.' B"S B"S 8""' 0"<;.' B"S B"S 8"S 8"S 8' S 8"S ,., ! "S -~, V 0 \ ~ 0 r, --~ ~ . I "' \ 1,1 11,r ~ i' _·i_ ffOM'C>I M ~ \ WIWI! ~s '-re WIiii ~ V i,;::. TC □ 1"-f GAS GAS GAS GAS GAS GAS GAS G i L i --- - - ---~ \\ - ---- - - -·-- - -- - - -\.._R/; - ---'---R/W u ~ ,,, LpRQPQSEC / , a· WATER MAIN \ I 0 (SEE SI EET 20) 0 PROPOSED 8" WATER MAIN w~ (SEE SHEET 20) 0 F~t NCISC1 :> Dril'1 ,e IC>\/l~•E A~•-o. •• ·-0 '-EXIST 1 CP II I y I■~ -Ci'IUL.. -I I WATER MAIN□ .,, ., I □ I~ "' I ese Record Drawinm h 1ve ~i~~~e~ b~ ~~~f~~~n submitted, in pprt.j ~, 0 -,- ~ I n n hers. Whil, this inf'lir ~tion i believed to be reliable, City of Newport Beach i n t n ~hf.ponsible fc , its accjt,1I'y. no~ for errorr or omissions which may have been inc rr rated ' ., ' ,n o these pl ns as a re It. I C-3708 /" BEeA~lt:lla t:jOTES• APPROVED D™•~ • 1) CONTRACTOR SHALL UllUZE T-TRENCH DETAIL 1 PER SHEET 27. ~iGfESSi/1@ UA~ IRVINE AVENUE AND DOVER DRIVE IMPORTANT NOTICE ~~-/4.. <::\ DIAL TOLL FREE 2) CONTRACTOR SHALL GRIND AND OVERLAY '1' CAP FROM THE CENTER MEDIAN CURB TO EASTERLY ~ 'I-\ F. s, c:; . ($ STANTEC CONSULTING INC. 24" WATER MAIN IMPROVEt/ENTS ~ "-,~:,t; UTILITIES ENGINEER RCE 46214 SECTION 4216/4217 OF THE GOVERMENT CODE ...., "' ~ .&.--CURB BETWEEN STA. 51 +52.89 TO 92+62.93. -2:;' c:::, ,,.. ~ 19 TECHNOLOGY DRIVE 1~ RfS IRVINE AVENUE REQUIRES A DIGALERT IDENTIFICATION NUMBER ' : _-•II 1-800-227-2600 ~ = :s: Sci ~ IRVINE, CA 92618 BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' ' • 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CllY REQUIREMENT AND No. 21646 DATE STA. 79+50 TO STA 84+50 '-. AT LEAST lWO DAYS i( Exp 9/30/07 Jt Stantec 949.923.6000 WILL BE VALID. FOR YOUR DIGALERT TOLL FREE BEFORE YOU OIG STANDARDS. stantec.com DRAWN 1-800-422-4131 TWO WORKING DAYS BEFORE '"%f. CIVIL ~~4,._ DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. T.W.H, CITY OF NEWPORT BEACH W-5311-S YOU DIG. UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA ~ OF c~1.\'i ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) REVISIONS CHECKED DATf64/28/06 SHEET 16 OF39 D.R.H. PUBLIC WORKS DEPARTMENT WINDW~RD LANE ct --I --_J -- ·r------ 1 -~!~!· ~.~l~H,, G~fg0s_~~~R / '''"'. , "~ ·c :,,,~,, ~,,.I~,---+------+-----+-----+-----+-----+-----+-----+-----+-----+-----+-----t------t-------1 -, - -I I I I I -- I -,__ - I_ ------~ -----~ I;! ............_ i-:- ---1:-----w ~ >--7o""· ---1-----+------+-----+-----11-----+----+------+-----+---~1-----+----+-----+-----+----1-----+------+------+-----+............_-----'===,.,---.i ~--.o=s2-4---=,,,..~~7~A--+----+--------11-----+----+-----i r-::-=--__ !,IJ ~~+------t----+----+----+--------, -- ,i;;,,v u I V , 85+00 C0N::,TRUCT 50 I>.00 L.F. QF 24" AWi /A C-200 CML & TW STEEL PI RE (MIN. TlillCKNESS 1/4'') 86+oo 87+00 PROFILE SCALE HORIZ. 1"=20' VERT. 1 "=4' 88+00 ~-~ -_j( .-\~~s~ ~) e -; ) > < -f -~ ~ ' \' ,. ' ( I I ( I '1 I ~ .r • ' X "' I --\ ' , l t ~ , ' i:;; /. \/ 'v-/4 ., ')(;> , ' "' i> I 'v.---.:::£.-:::::.-c._~~~~===31/~(/.L~ \ D ~ i ~ 'l,.I( , ;... • --._al'_ ai ci c5 > + z "' - OJ ' ~ <O ci (/) ,-.. 89+00 I I\ '-, > z st-~· OJ <O 0 0 z 0 /~ ;:: Cl) ...... -:;J:: ~ i \ ) r 1 ~ ----GA{_?. ____ GAS __ (_, ___ GAS ----GAS J GAS ,: \~ 1~ II-GAS )\ '-0"1,1 _'-'-_G_As--==-==-·0_•,-_1,1=·-G-AS-_-_--==_;_"_1,1-✓_=-G-AS-_;l~=~-~-8~"~\,l=~G~AS~;;~9g"~l,l~u~cno~~\~9E";~~==:=J0~"1,1~=--=~~~~--+Q+-~~8C"l,l~-□§~'§§§R/§w~,~8:"l,l~TC~:0s.~·· ~~~~,,~--~✓~§,j0:"l,I~~--§-=~,~~§ I----8"',/ -~---8"1,1-------,,;B:.:__"!_..,·; 8"1,1----8"\,1----1 8"~ I I u.-:;oEE ~----.,,-------18"SD--------~------------~--_-_ ~--_ -_-_1_o·_·G========-1_o·_·G=======1-8"1~~G-----1:~~H,----10' $Q -s--s--s--s--s--s--s--s--s--s--s--B/1-----"l...-,,:'.I c>.---s--s--s--s s s r: 1□"'-' ''"'<"' .I.V.., .LU.., ,..., _, 1u..:::. $!: . "W-1( I r-r, i\fi~1~i s ' s • ~~-=-:=~~~=-=~=====-:::=~-=~~~==-=~------~00--==::::~:~~-;\\~i;~~~~;;;;~i;;;;===========~::~============~~~~~~j=~==~~;;=~~~;;;,-~ O ~ I \ 16, ~,,,. 08+95.00 ijJ O l.t) ~ 85+00 • 86+00 t 87+00 •en" N40"37'4/E • • \ 89+QQ ""-l.t) +.. • --~-: ----l"l I : ----• ~-----~~ •✓~" --t -~-----CJl :t: ~ 1±1 16"1,1 ,o w ~ lb' w lb •• 16"1,1 16"1,1 16"\J 16"1,1 ;], 16" 16"1,1 16"1,1 16"1,1 16"1,1 16"~-( \ 16"1,1 16"1,1 16"1,1 1±1 ~ :-=( CJl i-------~!---I_____ T T ~ J_j • ~ ~ 65 ~ -----;,s-------~-~~-----~.~------~~---,~-;,_-8~-------;,;------~~~•-r---~.~f------~~-------;,s----==~:::1------:,s~-t--7(;----~~------< -::-s----.--~-~;-------~.~-5 Cl) ~ •ev ~TC / □~ LJ ~w GAS/ CAO ~ ~= I ~ r•e ~0 1I \,s c,J / J ½l.e ,".'.'.e '\_ rso \ = Wll,1I ~ c~o J \ Ga 12$1,, ~ e / r □ 11 ~ '-Tl" Ds a• • ~iAS ~ ( / , > ' RECORD 1, R.AiWINGS -'--0.1 ~~"' ' 1 ' / These Record Drawings have been prepared >· ed Jn infornJat ion submitted, in part, by ~,.., ~ <I/?> others. While this information is believed to ~ reliable, Clly O(._ Newport Beach is not . ~ responsible for its accuracy, nor for errors H 1< missions which ~y have been incorporated ' > ) I < k f > L/ > --gv eoti.S I RUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) ~ TRENCHING AND BEDDING PER DETAIL ®--INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 co g ~ "' ~ "'! r---0 ~ ~ a. -.;; ~ " 7~ )-into these plans as a result. I, o "-,,..---------------LI...:11.L"-'..::...i.'----.,-.,.-,,.-"-----'-~-. BEPAYJNG NOTES; ,, / ' . ' / ~ ~ •,.....--------,....-------------------.....--.................... -----------.,......-.,....,.,,=,..,..,..-----....... -------------------1 ~ < C-3708 > I ' / IMPORTANT NOTICE ~IF ' 1) CONTRACTOR SHALL UTIUZE T-TRENCH DETAIL 1 PER SHEET 27. SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. 'f',,C~/-• :"-'. 2) CONTRACTOR SHALL GRIND AND OVERLAY 't' CAf' FROM THE CENTER MEDIAN CURB TO EASTERLY 'f'>.,;;;~ \_\ I DIAL TOLL FREE CURB BElWEEN STA. 51 +52.89 TO 92+62.93. : ." I 1-800-227-2600 ,. ' •. AT LEAST lWO DAYS 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CITY REQUIREMENT AND BEFORE YOU 0IG STANDARDS. UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA i{ Exp, 9/30/07 * ¾,; CIVIL ~',. ~ OF C~\.\,;_w-;, 0 APPROVED IRVINE AVENUE AND DOVER DRIVE ,:; 24' WATER MAIN IMPROVEt/ENTS 1, IRVINE AVENUE l a. RfS .&.--UTILITIES ENGINEER RCE 46214 Stantec STANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 949.923.6000 1----1---1-------------+-+DA:::TE:.==::::;::::===l----=ST:.:.:..:A:__ • ..:.84..::+:.:50::....:l-=O-=ST:.:.:..:A:__ • .=89+:..:.:50=----1 < stantec.com DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S ~ --~-~----RE-VI-SIO_N_S -----~-+CH-EC-KE_D_D-.R-.H-. J-DA-~-4/_2_8-/0--,6 PUBLIC WORKS DEPARTMENT SHEET 17 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) ·---- ----,..,___ OVER I 'ROPOSED PIPE (j:=i---1 9,~·,1-11 -----+-------t-----+--------, 1--------1--------11------====,+----------+--------l-----+-----+--+-----+------+-----+------+-----+------+-----+------+-----t-------t---------it-------t--------i---~~~---r-------;-~ffi 0o <-o '• .._7CA-'"---•,-------==,------t-----+---------+-:....__,,,:::----ll------+----'-6--l-----+----=.-:...-_➔,--N-:-o=--=r=E-, ---➔------t------t-----t------t-----t-------t?Cr+-----+-----+-----7€ ~f <""''"""'"'-----+-~,--~~-;i:.'.~:-------11---L_--E-x-1s-r17NrG-1_2_·_wr_R __ ---,;,e:'------i ----. r---. SANTIAG 11RIVE t. ~ CONSTRUCT s· I'.. 9D+96.87 TO STA. 91 +50.51 ~,di:).;,_• z JJ fr ~ ~==------------_ """d ~ _ --• rRoM 0 s ERv1 CE r --;EMovE··1NrEl'.~FE RI NG ... PoRT 1 or~ 0_ 1 t <:J , ~ \ ~. _,_:z~~ I--=------.. A<:[1:-C i;:vi= ,,_. IAITP u,c ""'"'"' """"'""~"-+------+-----+------+-----+------+------l+------+--------1----~-:i~~-\ !:=r:s.,-,.,:,,~llln2_~---_&--"",,~/4',eO'_' !1-v-,•'-----+------+------1 1----~~ : --..........~ _ :}r-~ 1/ ----__ " / ~~Jf~~~:i,l~z :~~f L7~~" • r S=<•J.0000 ~/j,s,~;::,/.,_r-+-.-~-6-(!-.-,-~-:-;:s:t-~--_---::;,,---+------1 ~ a) ~,_i, ~ -<c-.. JJ "'•u ... ,~. , lZ ~'()%'?" ~-:;,e· ----1------+---~--f-1-+------+----1-----1 1--is-0.000011 !1 ~ D -& ·,,., ,_c;, ~,, I .:e:'::i: IR --uu o (F°~,~<i. s,., ~ I ~-z~1oq,~'.'-•-t------f'l_1f:li;,r----i ~ !.LJ ------en ci '-. \ -..;::;..0.0445 L--'v:, ---- ' en a: ---- en o t::; ID N N ~ ....I ->-ID ~ ::::, t-- 0 a) 0 ,, g <O V N:> '!o> Ol Ii + z + z + 0 ....1-0 ....1-0 C) ....I st C) -:ii, "' C) ,n ·1~· <II (/) u;! . ·~ < en • ~ ,fl >-z"' >-z"' en -"' en -"' .J.. .J.. st -a) ,n -' N ::,: ,n ::,: + z + z ---C) C) N ...: - ~ .,. ' ~ -□ c..:i cxi t--,n ,n ,n U) -"' ::,: + z N -. ·1~ai < . >-'-en ,n CONSTRUCT 312.80 L.F. QF 24" AW , A C-200 CML&C STEEL PIPE I MIN. THICKNESS 1 /4") CONSTRUCT 56.66 L.F. QF '""':-}-----' ,.. f-----+----+------+----+-------+---+-----,1.W_ELD_A LL_ J_OJ~IS.),_-l------l----+------+---+--l----+----+-----+----+-----+----+--t-s.:_A~A -C-9OOJ ( .. GL_2_Q0_)_ e1e,_.1F"-1---+---'\---+------,1----+---F-1 f-------l-------.+---+----+---+----+----f------+-----+---+----+---t-----t-------'---+-----+---+-----t----t----(--t_EST_R_AI_N_A-tll.-L_J_o_1N_TS_)-t-__ --t-__ \-_1 coNS:i:RUlCL.30 ... Q-1-,..F.-O. PROFILE SCALE L 1~ AWWA cr goo (CL 120~~ PIPEI HORI z. 1 "= 20· l-----+---+----l-----+---+------if------lr---+-----➔-tt<(::-:E-SfRAII IIN-Al=H 011N=r- VERT. 1 "=4' -- 90+00 91+00 Im/ Q ~ ~ \ ~ I '1112 1"~ 'l !,TS EJ::t:::"T1(X)1-+--H1-~;::I wo 27 STA. 100+36.00 I • r--... "-..... < NF::::::--~ D 111 U., A ~ ~ ~ r--.:::::: ::::::::,-. I/;) ~ PROPOSE 8" •• T -,=R ~() '"~f/o 'SD ~ ~~ ",· MAll\l 1 1~ 2 -:: ~ 93+00 , 6,"""'°' rn '""" "'"'"'"J o, WATER SERVICE WITH CITY OF N WPORT EACH PRIOR TO INSTALLATION /~ BE l~QNS+RIJG+ION STA. 100+07.50 -22ND STREET ~1J'l 1B CO l'lECT TO EXISTING g• WATER MAIN - /W CONN. DETAIL 28 ./ r v. ,-fl"\._~• ~~;" c: A. 100+3 .39 '_LI sY25.) I 0 PROPOSED8" WATER MAIN (SEE SHEET 25) I 0 '-------~ SEE PROF[t~ RIGHT AND@ 1 ~, '---~ ~ ~ _ _ _ / -1-R I .i\ --J _ ___.,.,,,,,/\ ~ YP.)(1!ij ::_-1 1 Z, ~ , IIIISTALL 8" ,E1/ / rl:~~~~,~~l~G~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~+i~_,,~+~~Er:..----:51''t~~~==· ! ~~ _,_i ~'~ Y+ ~';-ABANDON E '~-~· PIPE , ,T 95<:JwM l:isJ',I -B"IJ B"IJ B"IJ B"W "'/ "':~--, ~ ~ '··1 30"'SD , -;:: - I I I ,l-7,/---8"\J I . , , ,...,, ,..,,,, rROPOSEu :l4"f1') , : .. ,__ ;~,14----""7,~--'1----#..:. ______ v_: _____ L .:..::_ _____ ...:::..:. _____ ~-....:· ______ .:_::._ _____ __:__:: ______ :....~. lO"G , , .. ,A. " sl:,J Act .. _••vU ', ~ ""-..... ~ 18",D _;"'✓ I 7-GAh ---GAS---GAS---PROPOSED 24" / 1111'"' I -• 1 IVIMI, ,,. /' . I 1 1,,_19J(TYP.) ...1. lO"S lO"S lO"S : 'S ------i'.W--------1----l0"S t-----,,~b / WATER MAIN d / o • o l□''S STA11s 91.±2.9.,_84 .... ,-~ ___ ,+ I _ ---_ ';' _ ------ct7'"""" -r :,.,..,.. .......... --I ----rr----.==r -<t I LJ ___.,.,,,,, DEFLECT 22°30'00" LT. lO"S /1-----lO"S -----lO"S -----1 □"S tu 'e""" / I -;,SJLIQ.,'-'-r,1, •c , ,t" 7 / IL/ v / 1-"-•1 . ~LEXISI EH • 7-.J = I ...------fl ,-, CUT ~AP EXIST. 16" D.W. w / I TO NEW ~-o µTLET ; I ; I ~ : --: I I ) 0 ~f~~;\,t~it-:t'~,,,i~~LJ~~~1~~F~OJ-R~i~lbitB\V~~P~l~PiE~~cj'f~O=N~ST~~R~U=~C=T~l~O~N~~~~~:~~:~::::::1 ~t :::~:::::::::::;;~;~:::::::;~~:::::::~~; f8 ~ ! ' ' / ,, ' '1 00 ./ ~5r-,..5 I D ..,_~ ~ ... ,.,.._., •• -_ ,_ , "' 90+00 1 ll --, , + , ~. , • ", -r u. c _, / -,,... -...,,.,.,-1-~ L • ' r ·' .---,-• "' ~ / / n<TLECT 22" 30'00" RT. , ' -...., D I-----16"\./ 1 16"'w' -----16"'w' J lo''"v/1 co 16" .....::,,"'"_/----11'1; 16"\,/ .I.V w / lb w ....... " ....... " t .I '-' STA 90+40 1 --~ 1, 1 1 /; -'-,........._ 'U 0~ 'l /' "":00 N40"46'21" E * ~ !.LJ I---------:" l ~ J ' ;TYP. 19°" ,,. ,' ,~ ~ -~ = =: U/\ ~ ;\: ~ . -,~[-. I , ------------~'-\ _____ 2_4_"'-"_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ '~"'.,_._ ______ _ Cl) ;i:;--------.,;r--•--------------~ 7". , L 1 ·;-c ----~cr1~1 I'-' ---~ \..._ 'ABANDON EXIST. 16" PIPE ~ -.1 1---c---,---B"S ~-+---8"S -----B"S 1-"" / ----a,; 1-7 --• · 1! \ ,J ; : ""'-..J\......._ ~ :t:: I--'!'---/•.~~-I/ 15"SD )) 0 ) IT;j.,~t~~~~~~~----~~? 7 '~•--~,.~~~5 ~~~~~~~~E~::::::;~~~=='\~=======:;;;;:::::::----~==="--:s,~=== ~ ~r< ~re , ------'" ,, ' ~ Iv' -_! i'~)i: 1 ' 'l'\.--:::.:: 0 ,........._ STA. 91 +09.33 24" WATER -© '-re O ----"'~.,_._ __ S.,_~~ GAS GAS GA, ~ -~ \..'I ' 1 -,"~".'. REMOVE EXIST VALVE STA. 100+70.47=12" WATER V S "-R/W---/\I \ / ,/ r' i;J 1~ 1 '2TA. j1 oo+s5•57 -y ~/7(3, INSTALL 2-12" RWGV :---=: "' REMOVE Ex1sr vALvE __,,, • PROPOSED s· _;· . , ! ---;. / =-• , i!J INSTALL 12" x s" WATER MAIN l ~~ ~/ ,,-: I-,; I IN~L' ncunnn;J 8" PLUG IR1NST,VA[l \.~tE' X a· ~;EUCENR uIc"" END CONC"' . N ' ,, (SEE SHEET 21) V ~tr l, ·-· _ t ~>-J E D CONSTRUCTION '1 \Y ,i:: .;, ~ I / V , ~~ -I I I ~ , WE S1 . 1 n1 ... ~ "c SANTIAGO DRIVE ,-~✓2"'\ STA. 92+62.93"'-IRVINE A E-NU(__ r _ -1 CON~ECT TO I EXISTING 12" WATER MAIN'~1l B~ ~-CONNECT TO EXISTING 24" VALVE NEW 12" RWGV o ,\ C r I .± -I u REl r-o i •I'" or-AWINGS I ,D~ ro ~ □ i, ,L 'r 1 L'.l The~e ecord ~g , 1 gs have een prep red baseq on information submitted, in part, by D oth~rs. I Whil ~ 7 is 1nformation is believ d t be 1eliable, City of Newport Beach is not I\ respon Ible for ~ts ccuracy, 1 or for errors or 01 issions which may have been incorporated into I th t se plans7 a a result. 15 100+00 L.tE DATA BEARING LENGTH L1 S49"19'06" E 4.99 L2 S26"57'31'E 7,90 L3 S49"31 '49"W 69.19 L4 N85"28'11"E 4.17 L5 S49"22' 13" E 3.00 @-INSTALL 1" CONDUIT WATER SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-515-L. ®-INSTALL 1" AIR VACUUM ASSEMBLY PER CITY OF NEWPORT BEACH STD-502-L. '~b"NSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) ~ TRENCHING AND BEDDING PER DETAIL 0-CONSTRUCT 12" PVC AWWA C900 (CL 200) PIPE WITH TRENCHING AND BEDDING PER DETAIL 0-CONSTRUCT 8" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING ~ AND BEDDING PER DETAIL ©-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-INSTALL 12" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS 0-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANT ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE g LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ~ ABANDON EXISTING VALVES IN PLACE, BACK FILL ] VALVE CANS, REMOVE COVERS AND REPLACE -1! EXISTING AC PAVEMENT. ~ @-INSTALL 2" AIR AND VACUUM RELEASE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L WITH CORROSION PROTECTION REQUIREMENTS PER SHEET ii: CP-1 @)-INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 @-INSTALL 1-ANODE CATHODIC PROTECTION TEST STATION PER CORROSION PROTECTION SITE PLAN ON SHEET CP-1 ®-INSTALL 6" BLOW-OFF ASSEMBLY PER NEWPORT BEACH STD-525-L @-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS @-REPAIR OR REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS FOR TEMPORARY CONSTRUCTION CONDITION AND AFTER FINAL CAPPING OF STREET. C-3708 co g ~ -0 ~ ~ a. ..,;; ~ " g REPAYING NOTES: .... ,----------,,---------------------,---r--""T"------------"T"---rAT:eP~PR~O~VE:,:,D:-------""T"---------------------t ~ 0 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY '2' CAP FROM THE CENlER MEDIAN CURB TO EASTERLY CURB BElWEEN STA. 51 +52.89 TO 92+62.93. 3) CONTRACTOR SHALL RE-STRIPE LANE STRIPING AND BIKE LANE PER CllY REQUIREMENT AND STANDARDS. Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE ,:; STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS ]_ 19 TECHNOLOGY DRIVE 1/YJPA RFS &. lmllll -IRVINE AVENUE [ IRVINE, CA 92618 l---1--.1------------1--+:D::.::ATE=-==::::::;====l---~ST~A~. ~89t~SO~l..'..:O~ST~A.~9~2t..'..:6~2~.93~---I 1 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D, DESIGNED D.R.H, DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z 1--~-~------------~-------,.,..,~----1 ~ REVISIONS CHECKED D.R.H, DA'fF64/28/06 PUBLIC WORKS DEPARTMENT SHEET 18 OF 39 0 / (Xl " 0 36"SD ' ',I _,,_,, ___ 16"\.I ----16" 0JiMiji1111111111111111 54" COVER TO TOP 101+ 0 8 z 0 CTV CTV ' _...,. -~~~---, --4.-~=c:.' .----,.,.=,.,....- " AlJ AlJ AlJ CONC -- 0 8 z 0 ' ~-?~ \ 1 y ,, A ,..__, iO \□ D ',I ',I GAS GAS GAS _____ / MESA <[ '"SEE DET-AIL / ~'--+- / ->~~ ------++-B"S \ 1❖,-------t \ \ \ "-"-' > '- ' > t--u )> "' "O :r: " <[ L"l I_ ' la (J) (/) D - ~ :11 0 ',I ',I GAS 0 0 + r--- SEE DETAIL 5 ON SHEET 29 \ 105 < I < '--.~-A._,r~ -~~~:_;::s--~ .,....._-----,---.,.-/ ~SI RlJCllON NOTES ',I ',I -GAS GAS 18"SD ----16'"w' ---- 0042" COVER TO TOP ;. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. I ) □ ',I ',I GAS GAS 0 0 ASPH + <D " <[ L"l s . +39.56 12 " "',I --+---16'"w' ---- ASPH 106+00 UNDERGROUND SERVICE ALERT OF SOUTHERN CM.JFORNIA GAS ,.. J! "',I ',I " <[ L"l " <[ ',I ',I GAS GAS GAS GAS GAS 0 0 + l() \ " <[ L"l TA. 106+90.41 12 ',I GAS 0 + v ',I ',I ',I GAS GAS PROPOSED 8" ~WATER MAIN ) ',I GA 0 0 + "' ,9 GAS ' ',I ',I GAS AS ',I GAS 0 PROPOSED U" AlER-M (SEE SHEET 14) TA. 109+95.10 AS 0-CONSTRUCT 8" PVC AWWA C900 @I (CL 200) PIPE WITH TRENCHING .., AND BEDDING PER DETAIL ©-CONSTRUCT 6" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING .., AND BEDDING PER DETAIL 0-INSTALL a· FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH SID-510-L-C AND SID-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS /"-16,,v 16~ ... 37 03 I 16"\./ r 16"\./ _,,-..-16"\.I , "K. . 109+93.05 16"\./ ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. 0 0 z ix:, - / \ ) " <[ □ c::::=J AVENU N40"35' 45"E ( REu11,J1RD DRAWINGS These Record Drawings have been others. While this information is responsible for its accuracy, nor into these plans as a result. BEPAVJNG NQJES; SEE SHEETS 13 TO 18. p red based on information submitted, in a , by el I'd to be reliable, City of Newport Beach s n9t or -rors or omissions which may have been i r9orated LtEDATA BEARING LENGTH u s49•22·12"w 24.44 L2 S26"52'12"W 7.84 LJ S49"22'13"W 5.00 " <[ 'r 108+00 / ' ~ \ "O 0 0 r \ 2" COVER TO TOP 109+00 " <[ WM iA. ~-/ I _f \ \... ASPH " <[ ,, 10 ,,--/ ' ) "O 8 r 1 ------w:-- @-INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502-L @--REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS ®-REPAIR OR REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS FOR TEMPORARY CONSTRUCTION CONDITION AND AFTER FINAL CAPPING OF STREET. @-INSTALL 6" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND SID-511-L @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. ., g N '- "' ~ "! C> --0 ~ ~ "--,;; .---------t ~ C-3708 " g r..: ,....---------....L.---------------....L.-"""T----r----r----------......,'---r--'TT.AP~P:,::RO,:::VE;,:,D:--------r------------...._ _____ ""1 l(l 0 Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE ~ sTANrEc coNsuL11No 1Nc. UTILITIES ENGINEER RCE 45214 s· WATER MAIN IMPROVEMENTS 1 19 TECHNOLOGY DRIVE 1/YJ/m RFS &, RECORD -IRVINE AVENUE [ IRVINE, CA 92618 1-_ _j__j _________ ----l-_ __j..::_DA~TE=---==::::::;::====-l---~ST.'...'.:A~.---'1~00~+~00~T'..::O~ST.'...'.:A.~11~0+oo~~-----l 1 949.923.6000 stantec.com 0 DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S 2 ! REVISIONS CHECKED D.R.H. DATfb4/28/06 PUBLIC WORKS DEPARTMENT SHEET 19 OF 39 D J .. " --+---- / ' > , n -\ 1-'--~1- IMPORTANT NOTICE SECTION 4216/4217 OF TIHE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA REPAYING No:JES; SEE SHEElS 13 TO 18. . . t- . . . .. .. - I I . I I ' I 8"\./- ) CONS I RlJCllON NOTES 0-CONSTRUCT 8" PVC AWWA C900 @1 (CL 200) PIPE WITH TRENCHING &, AND BEDDING PER DETAIL 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS ©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANT ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502-L @-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. co g ~ "' ~ .,, ~ -0 ~ ~ a. ..,;; ~---------~ .,, g C-3708 .... ,---------....----------------------.,....--,---.-------------...,...--,-A"'P""PR""O""VE""D-------.----------------------~ S?J.UA~~-IRVINE AVENUE AND DOVER DRIVE : , 9/30/07 CIVIL STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 8' WATER MAIN l~VEMENTS 1, ~ 19 TECHNOLOGY DRIVE 1/Y)/rA RFS &. lmllll llRIMIG IRVINE AVENUE l Stantec IRVINE, CA 92618 1---l-------1-------------+-+DA.:::TE=-==:::::;::::===+---.:::ST..'..'.A.~11::::0..:.:+oo~~..:.:O~ST:.::A.'..::....'.1~20+~00::_ __ --1< 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z --~-~----R-E-VIS-IO_N_S -----~--CH-E-C-KE_D_D-.R-.H-. +-D-ATf6_4_/2_8_/_0_,6 PUBLIC WORKS DEPARTMENT SHEET 21 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) I~ ~W·A I D I }J ' E ! £ ~-~ \ ,___, Xf-------nv~--------=~~~-M~~ \ ' 0 0 0 / /~t;-r----~. Ji\" \ 2,-~I/ I I 1--------------------------"--~---~1/ 1 "' \~~£ ---------------------___ n r-----~~--------;-"'-----------1 6 =- -_-_-_-_-_-_-_-_----:__-_-_-_-_-_-_-_---++ _-_-_-_---:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-""°'.-=--=-~ ts E ',-------...Ji----- - PROPOSED 24" .: "" -_ __,_ +Qt-0 0. _ WA lER M~ -----,-"'-GAS -----t---GAS~ "~ G-GAS ___ S'_'vl_ -__ G_A_S -:=_-:=_-:=_-:=_-:=__S_"vl_ -__ G_A_S -:=_-:=_-:=_-:=_-:=__S_"vl __ -_G_A_S ;_ ---,⇒~--~~_j_s~""'~=~G~Asi;;~js~"vl~~~~~]s~"vl~~=:=::=}9~"vl~=~~~~8C""'~~~~~5 s~"~vl~~~ '~~(,~-~-~~S~"~v/~~=1 (SEE SHEE 8 T,,,:'7j 1 ~ .. ~ S'<? w \ 8"'w' --~--8"\.I ---' ~-~--lO"G-----lO"G-----10"G-----10'~'<-, ---- \ "' --------18"SD--------__J-----------------------------18"SD---------{.:)-------I / ➔?- / GAS GAS GAS GAS 8"\v' 8"\,/ 8"'w' 8"\./ s s s s s s s s --S --S --s +-'-~!-)-------S --S --S --S --S --S --S --S ;::£a(:)PG5~§~=~f!'==fr~====Jlll.'.."":s_<-====~=•0 "",-------t,_6'"'£-------.11J":u,,------=====,;.ulf"-S--,-=====-wroi ~1 1------------------------------------------7 3,>------------, ~ 0 00 WATER MAIN "" ~ ·Cf,j , ,_ • / L ~;; ~ !.LJII-----8"S 8v./ _ >---+--~ 8"S .~----8"S ) • '8"S -----8"S "'. <------B"S -----B"S -----B"S -----/8 S B"S, I~'" B"S -----B"S --+-+'-\-B"S -----B"S :::I a-;: Cllz ~ . I '\ _._ I -"\ \ :;;r:Cll :::I / v ;i <!Ju ~WM f ; [ITT-Jl5'181W,NI "\ ~ /...' ~0 8:IWM r u / W,~ SJ □ F Gp,/, ~-~~~ GAS ----GAS □ \~ 1 ~ \ I~ ~ p~ GA_s_-~~-=---_GA_s~~-=---,'--_ .---GA_s~~-li---==--GA_s~---_-_-_GA_s _ GAS -->s'\:--~-GAS _=== GA,1--. _GAS ____ ~As _____ G_As--=--GAS ./_ GAS / -\ -----GA ~"" \ ~A~---------~~~~~ 3l~ 0 @STA.TZ2+1 ;.i:,777 '' @ ~il\)f z~:i:-30~3, , , -I -r 7-\ STA~123+76.67-12-1 1 \STA, 124+56.40 12 C7 ~A. "°'"'·" ~ •~-~. STA. ,,,.,,.,,11 "'· ,,,.,,.,,@ IRVINI= A Vl=Nl JI= ~'" •---:t?, £ rill:71 I / ~ 7 0 1nrr o I I' ~~ I I / -J _/4 ' -' / -----' .rr ' B'"W 8"'w B"'w 8" J , . : __ -_ ra· WA I E~1" &~ SHEET 18) !0"G !O"G-----I0"G -.--------i-------18"SD I ------16",n. I 4211 .I <O COVER ! ~ TOP <O 8"S - ♦ - '~ / I / -1 .. ~ = ,. - GAS ' -- -~,-,_ Y,'\PROPOSED 8" / 3>----------~ :~~WATER MAIN I RECORD ORA\ VINCSS These Record Drawings 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I 0 I V \ IRVINE 1-.VE DE- I CONS I RUCTION NOTES 0-CONSTRUCT 8" PVC AWWA C900 @1 (CL 200) PIPE WITH TRENCHING .,, AND BEDDING PER DETAIL 0--INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L 0-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 /;;;\_ ABANDON AT NEAREST VALVE AND REMOVE ~ EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANT ®--INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. ®--INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502-L co g ~ -N -0 ~ ~ a. ..,;; ~-------1 ~ " g C-3708 REPAYING No:JES; .... ,-----------,----------------------,---r---r-------------"T"---rA-:-:,P~PR~O~VE:,:,D:--------r--------------'--------t ~ 0 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA SEE SHEElS 13 TO 18. Stantec ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) IRVINE AVENUE AND DOVER DRIVE ,:; srANTEc coNsuLnNo 1Nc. UTILITIES ENGINEER RCE 45214 a· WAlER MAIN l~VEMENTS 1 19 TECHNOLOGY DRIVE 1/YJPA RFS &. lmllll -IRVINE AVENUE e a. IRVINE, CA 926 l 8 1-_ _j____j _________ -----l _ ___j..:.DA~TE=--==::::::;:::====+---=-ST.:..:.A_::_·_1=20t.::....:....:OO=-=--l:....:O=----=-ST.:..:.A_::_·___:1~26-=-t.:....:60:..:..:.::.6:.:3_---I 1 949.923.6000 stantec.com .. DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H, CITY OF NEWPORT BEACH W-5311-S ~ ,--~-~------------~-------,.,...,~----, ~ REVISIONS CHECKED D.R.H. DATf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 21 OF 39 0 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. I { CCC - I 0 F - - I l'.J I I - - I 0 I __ I ~ "' 1--I --I I I I , __ 1 --I 3"G "' DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA 5J.R STA. IN . CONN OPOSED 12" WATE " 0 z " GAS "f:::::::ls;:;~~~ IO"S 7 (TYP.) 16" GAS -----10"s GAS -----IO"S -----lO"S 1ous □ ----------------------------------24"\,/-----~ ASPH ~===~~~~ r-::::7'-_F---il ' 1 o a· WAlER (SEE SHEET 21) RECORD DRAWINGS AVENUE These Record Drawings 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ASPH 10"S D -----IO"S LJ V ABANDON AFTIER NEW 8" WA TIER MAIN IS INSTALLED AND ONLINE 12"\./ -----12"\v' BRUSH D 12"w' END CONSTRUCTION 7 c~~·N:~~\~-:~IS~. I:~I~A;E~Ni:iN TIEE ,,-....,,--.. STA. 203+51.± B 25 45· VERTICAL AND HORIZONTAL BEND "\./ i JI$ --------- iO''S STA 203+25.± CONTRACTOR USED (4) 45-VERTICAL BENDS TO GO UNDER EX STORM DRAIN. 12"\,/ 12"\,/ iO''S 12"\./ CONSTRUCTION NOTES 0-CONSTRUCT 8" PVC AWWA C900 @1 (CL 200) PIPE WITH TRENCHING ~ AND BEDDING PER DETAIL 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS ©-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R) WITH CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1 ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. @-INSTALL 2" DOMESTIC SERVICE LINE AND METER PER CITY OF NEWPORT BEACH STD-502-L ®-REMOVE INTIERFERING PORTIONS OF EXISTING WATIER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICA TIED ON PLANS @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. ? i<> co g ~ "' ~ .,, ~ -0 ~ ~ a. ..,;; ~--------~ C-3708 .,, g REPAYING NOJES: .... ,---------.....----------------------.,.....-...,....--.-------------...,....-....,...A"'P""PR'"'O'"'VE""D-------.----------------------~ S?J.~~~-IRVINE AVENUE AND DOVER DRIVE : 1) CONTRACTOR SHALL UTILIZE T-TRENCH DETAIL 1 PER SHEET 27. 2) CONTRACTOR SHALL GRIND AND OVERLAY 2" CAP FROM SANTIAGO DRIVE TO PRIVATE ROAD BETWEEN WESTERLY CURB TO SLOW LANE STRIPING. 3) CONTRACTOR SHALL RE-STRIPE BIKE LANE AND SLOW LANE STRIPING PER CITY REQUIREMENT AND STANDARDS. , 9/30/07 CIVIL STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 8' WATER MAIN l~VEMENTS 1, ~ 19 TECHNOLOGY DRIVE 1/Y)/rA RFS &. lmllll llRIMIG IRVINE AVENUE l Stantec IRVINE, CA 92618 1---l---1------------+-+DA.:::TE:...==:::::;::::===+--~ST~A~. ~2~00t~03~l~O~ST~A~.~204~+~21~.80~--1< 949.923.6000 stantec.com c:; DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S z --~-~----R-E-VIS-IO_N_S -----~--CH-E-C-KE_D_D-.R-.H-. +--D-ATfb-4-/2_8_/_0_,6 PUBLIC WORKS DEPARTMENT SHEET 22 OF 39 I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) /,,..---1-M_P_O_R_T_A_N_T_N_O_T_I C_E ______ Dl™ __ t_f-;,.r-;,_-;,_-m-,--------. SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVArr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. ~~.-~. <::\ DIAL TOLL FREE i<: '.' •II 1-800-227-2600 ' • '-·-.....::::c.-AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA RECORD DRAWINGS These Record Drawings 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I I I I I I E'LY R/W I I 1 OC CD I I 41' BIC TO BIC 3J---+---'-'-1----"'-'--'~~~ --"'-+--I DRAINA E CHANNEL I I I , o· , 1 o· I I I I ' I I I I I EXIST. ASPHALT ROAD W/ CURB & GUTTER 0 " PROP. 24" _.,,,,,-" POTABLE WATER____.....,...,, / EXIST. 16' _/ POTABLE WATER "'----EXIST. 18" SANITARY SEWER " EXIST._/ GAS MAIN DOVER DRIVE ST A. 3HOO TO ST A. 38+15 41' B IC TO B IC " " " 34' I 8' f-=- I I .-, E'LY R/W I OCI CD PRAINAGE CHANNEL 20' I 28' i ! I I EXIST. ASPHALT ROAD W/ CURB & GUTTER EXIST. 18"__/ SANITARY SEWER '\__ EXIST. 16" POTABLE WATER PROP. 24" POTABLE WATER EXIST. 6" POTABLE WATER DOVER DRIVE ST A. 11+42.39 TO ST A. 26+40 41' B IC TO B IC I ,, 31' 1 o· I I -:T _________ , -1= ! _ 5·Li 20' E'LY R/W I OCI CD PRAINAGE CHANNEL I I I I I EXIST. ASPHALT ROAD W/ CURB & GUTTER I ·~· \\_EXIST. 16" n POTABLE WATER " EXIST. 18"__/ EXIST. 6" SANITARY SEWER POTABLE WATER PROP. 24" DOVER DRIVE POTABLE WATER ST A. 9-1-31.53 TO ST A. 11+42.39 64' B/C TO B/C S'LY R/W I I I 1 Q' i 3' 34' -t----~----;, 15' . ~ .. L... - - - - --- --~-- - - - -.'.it:; ' ' .,.; F:1 EXIST. ASPHALT ROAD W/ CURB & GUTTER I ' PROP. 24" POTABLE WATER// EXIST. 16"_) POTABLE WATER \_EXIST. 8" LATERAL PROP. 8" ---EXIST. 8° r.---SANITARY SEWER POTABLE WATER IRVINE AVENUE PROP. 24' -STA. 80+00 TO STA. 91+00 PROP. 8'-STA. 115t50 TO STA. 126+50 PROP. 24" POTABLE WATER EXIST. 16" POTABLE WATER PROP. 8" POTABLE WATER S'LY R/W I I 36' B/C TO B/C 1 1D' i s 3~ I ,__ i----~~---, 19' 6' -. -.......... 4. ---.J "' 1 EXIST. ASPHALT ROAD W/ CURB & GUTTER I ' • ~ ,.., ===tt=l==~= \r u \_EXIST. 8" LATERAL 1 ---EXIST. 10' 0--SANITARY SEWER IRVINE A VENUE PROP. 24'-STA. 65+oo TO STA. 75t00 PROP. 8'-STA.100+50 TO STA. 113+00 S'L y R/W 36' B/C TO B/C , 7' ' I 11' 15' I 3' I 13' : /i EXIST. ASPHALT ROAD W/ CURB & GUTTER cJ ::r--,.. I . ~-. ---~ -_ , _ ~ , _,.--EXIST. GAS MAIN "¼-n ~ ______-J=]L- EXIST. 11'x3.3' R.C.8. t1 .---~· --\~---~~-4" SS HOUSE CONNECTION STORM DRAIN EXIST. 16" POTABLE WATER \. \.: EXIST. CTV EXIST. 8" POTABLE WATER ABANDONED 8" WATER ----PROP. 24" POTABLE WATER EXIST. 8" SANITARY SEWER IRVINE A VENUE STA. 52+50 TO STA. 64+00 C-3708 ., g N ...... ,----~--:::-:;:;-:;:;-:::s:-::::-:,--""'T--------------------T'"-'T'"_'T'" ___________ ""T_""T'iiAP;;;P;;;ROWVEi'i'D1-----,-----------...._ _____ I t ~iGfESSi/1@ . /UAC"¼ii~($-IRVINE AVENUE AND DOVER DRIVE e ~ .._, F. s, c.:; 'I;/. STANTEC CONSULTING INC. 24' WATER MAIN IMPROVEt/ENTS ; ~ "-<"~ ~ UTILITIES ENGINEER RCE 46214 > !j ~ ,;, t ~ 19 TECHNOLOGY DRIVE 1/YJPA ll'S &. --CROSS SECTIONS g No. 21646 IRVINE, CA 92618 1 __ _j_ _ _j_ ___________ +--+D::_:A,:::TE:..===:;::::======J.--------------,r,-:,--::--=-:-:---::---1 ~ i< Exp 9/30/07 >t Slantec 949.923.6000 stantec,com I-0 ¾: CIVIL 4t"' DATE BY DESCRIPTION APP'D. DESIGNED D.R.H. DRAWN T.W.H. CITY OF NEWPORT BEACH W-5311-S ~ or c~1.\'i ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) 1----'---'------RE_V1_s1o_N_s-----~--+=CH=Ec=K=rn=-=-D.-R.H-.t=□.,..,ATf6=-4;_2_8_;--io6 PUBLIC WORKS DEPARTMENT SHEET 26 oF39 en z < ...J a. J: u L,J zz ..., a ~N t--~LIMITS OF 2" GRIND & 2" FINAL PAVING CAP __ -i SEE NOTES 1 AND 2 18" (TYP.) LOCATION OF SECOND SAWCUT LOCATION OF ORIGINAL SAWCUT 'TRENCH WIDTH 12· I SAWCUT & TACK COAT (TYP.) REPLACE A.C. PAVEMENT TO EXISTING PLUS 1" WITH JURISDICTIONAL AGENCY'S REQUIREMENTS 2" GRIND (TYP.) SEE NOTE 9. EXIST. A.C. PAVEMENT EXIST. BASE REPLACE AGGREGATE B SE TO EXISTING PLUS 1" PER AGENCY'S REQUIREMENT BACKFILL WITH JURISDICTIONAL AGENCY'S REQUIREMENTS, PIPE BEDDING & TRENCH BACKFILL PER STD. PLAN 106-L OR PER FIELD ENGINEER IMPORTED SAND BEDDING (MIN. SE OF 30) 90% RELATIVE COMPACTION CARRIER PIPE SIZE AND MA TERI AL PER PLANS 3" MIN. (.075 M MIN.) ---'---H--~;:,oltl ~-STRAP (TYP.) STEEL CASING SIZE & STL. WALL THICKNESS PER PLANS FILL IN VOID W/ BLOWN SAND UNLESS NOTED OTHERWISE O_,__,N_----lft------1,l---+------t'l--+--l'I---- THE PLANS. NOTES: CARRIER PIPE JOINT 2"(.05 M) MIN. c.._ __ FOR EACH LENGTH OF PIPE, 3' (0.90 M) LONG 4" X 4" (10 CM X 10 CM) SKIDS BEVELED AT BOTH ENDS SHALL BE STIRAPPED IN PLACE 3" FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP. STIRAPS SHALL BE 316 STAINLESS STEEL. I. CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR TUNNEL METHOD. 2. SIZE AND THICKNESS OF CASING SHALL BE AS SHOWN ON THE PLANS OR GREATER. 3. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL-CIRCUMFERENCE. 4. UNFINISHED 4"X4" (10 CM X 10 CM) REDWOOD SKIDS SHALL BE PROVIDED PER DETAIL ABOVE. 5. CARRIER PIPE SHALL BE PRESSURE TESTED FOR THE RECLAIMED WATER LINE, OR AIR PRESSURE TESTED FOR THE SEWER LINE, PRIOR TO FILLING CASING. SPIRAL-WIRE OR WIRE-FABRIC REINFORCEMENT CEMENT MORTAR LINING ADDITIONAL 1-1/2" 2• REINFORCEMENT~ OUTSIDE WELD LD IN FIE½~ .. _ 1 6 . \ STEEL CYLINDE • • e e ~ e 1t r NOTES: 1/4" FOR PIPE SIZES SMALLER THAN ~~ 1/2" FOR PIPE SIZES 24" AND LARGER CEMENT-MORTAR PLACED IN FIELD SEE NOTE 4 BELOW GROUT IN FIELD CHIP MORTAR LINING AS REQUIRED FOR INSIDE WELD CEMENT-MORTAR COATING I ' INSIDE WELD I-WELD IN FIELD FOR PIPE "t'' -1/16". 30"\ll AND GREATER AND NOTED OTHERWISE 1. ALL WELDED JOINTS SHALL BE SINGLE-WELDED UNLESS OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED BELOW. FOR SINGLE- WELDED JOINTS, THE PIPE CAN BE WELDED OUTSIDE OR INSIDE (IF FEASIBLE) AT THE CONTIRACTOR'S OPTION. 2. CONTRACTOR SHALL DOUBLE-WELD THE JOINTS FOR ALL PIPELINES 30" AND LARGER IN DIAMETER IN THE FIRST ONE-HALF OF THE 10 GA. COPPER WIRE 6. UPSTREAM AND DOWNSTIREAM ELIEVATIONS OF CARRIER PIPE TO BE VERIFIED PRIOR TO FILLING. WELDED LENGTH CALLED FOR ON THE PLANS. WELDED JOINTS REQUIRED DUE TO VERTICAL SLOPES SHALL BE DOUBLE-WELDED FOR THE ENTIRE LENGTH CALLED FOR ON THE PLANS. (FOR PVC PIPE INSTALLATION) FULL LANE PAVEMENT REPLACEMENT 7. CONTRACTOR SHALL FURNISH ALL NECESSARY THRUST RESTRAINT DEVICES. THE RESTRAINT DEVICES SHALL BE FURNISHED AND INSTALLED PER THE CONSTRUCTION SPECIFICATIONS. 8. EACH END OF CASING SHALL BE SEALED WITH CONCRETE MORTAR. 9. THE VOID BETWEEN THE CASING PIPE AND THE CARRIER PIPE SHALL BE FILLED WITH BLOWN SAND, UNLESS NOTED OTHERWISE ON THE PLANS. 3. WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR MAY EITHER USE THE WELDED CARNEGIE JOINT OR THE LAP-WELDED SLIP JOINT. 4. A RUBBER BALL SHALL BE USED TO PULL AND RUB SMOOTH THE CEMENT MORTAR APPLIED AT INTERNAL JOINTS. SI EEL CASING PIPE DETAIL NOTES: NOT TO SCALE CD PROFI E SCALE STEEL PIPE LAP-WELDED SLIP JOINT EB HORI z. 1 "= 20--· --------N-OT-TO-SC-A-LE---------+-~---1 VERT. 1 "=4' 1. A.C. PAVEMENT REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 2" FINAL A.C. CAP, THE PREVIOUSLY PLACED A.C. PAVEMENT TIRENCH REPLACEMENT SHALL BE COLD PLANE (GRIND) ALONG WITH THE ADJACENT A.C PAVEMENT TO THE WIDTH NOTED IN THE SPECIAL REQUIREMENTS NOTED ON THE PLANS. 2. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE {3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTIRACTOR IS TO SAW CUT THE EXISTING PAVING TWELVE (12) INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 2" (MINIMUM OF AN ADDITIONAL 12" OUTSIDE OF THE TIRENCH). THE PERMANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED. 3. ALL STIRIPING AND PAVEMENT MARKINGS REMOVED BY TIRENCHING/REPAVING/GRIDING AND CAPPING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. 4. CONTRACTOR SHALL CLEAN THE STIREET USING A SWEEPER PRIOR RO THE END OF EACH WORK DAY. 5. 6. 7. CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER/RECLAIMED WATER VALVES, SEWER/WATER/RECLAIMED WATER MANHOLES TO GRADE AFTER FINAL PAVING IS COMPLETED. TIRANSVERSE TIRENCHES ARE ANY TIRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, i.e. CROSSINGS OF STIREETS, AIR & VACUUM RELEASE INSTALLATIONS, BLOW OFF INSTALLATION & C.P. INSTALLATIONS. DEPTH OF EXISTING PAVEMENT AND BASE SHALL BE AS SHOWN ABOVE. REPAVING DETAIL NOT TO SCALE ED HAN DH OLE 60' {TYP. ~ PIPE HANDHOLE SECTION DETAIL WELD PLUG TO CPLG. ENTIRE LENGTH t -1 /16" TYP:>------lriil 4" MIN. FIELD APPLIED CEMENT MORTAR 2"x4"x12 GA. W.W.M. TACK WELD TO BUTT-STIRAP 5" THREADED STEEL COUPLING & PLUG (PROVIDE TWO HAND- HOLES AS SHOWN ON HANDHOLE SECTION DETAIL) -' 7 OPTIONAL WELD (TYP. (ON 24" DIA. AND SMALLER) TYPICAL HANDHOLE (2 REQUIRED EACH BUTT-STRAP FOR PIPE 24" I.D. AND SMALLER) STEEL PIPE TYPICAL HANDHOLE DETAIL EB NOT TO SCALE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this inf motion is believed to be reliable, City of Newport Beach is not responsible for its ace racy, nor for errors or omissions which may have been incorporated into these plans as a result. 2· FOR CONCRETE-~ TYP. CYLINDER PIPE TACK WELD REINFORCING ROD TO CYLINDER NOTES: 1 O" MIN. -15" MAX. 2"x4"x12 GA. W. W.M. TACK WELD TO BUTT-STRAP FIELD APPLIED CEMENT MORTAR PLATE SAME THICKNESS AS STEEL SHELL 4"€ 6" MIN. -14" MAX. TYP. -1/ 6" 0---'--fKTYP. CHIP CONCRETE AS REQUIRED FOR WELDING (TYP.) SEE NOTE 3 1. COATING SHOWN IS FOR CML&C STEEL PIPE. COATING SHALL MATCH TRANSMISSION MAIN COATING. 2. HAND HOLES REQUIRED AT BUTT-STIRAP JOINT PER DETAIL ® 3. WHEN TYING-IN TO AN EXISTING PIPE, EXTIRA LENGTH OF NEW PIPE SHALL BE PROVIDED FOR FIELD CUT TO SUIT. STEEL PIPE BUTT-STRAP JOINT TYPICAL SECTIONED NOT TO SCALE - ::, a. IX> g ~ "' ~ .,, r.:i -0 ~ ~ Q. -.;; ~--------~ ,, g C-3708 .... t--,---------------------------------=::-------------------------------------""T"--::;;;~;;:_--""T---------------------T"""-"T""-"'T'"-------------,--""T"A~P::::PR,::,0::-:;VE,:,:D:-------""T"----------------------t ~ ~rEss, ~-~ IRVINE AVENUE AND DOVER DRIVE ~ IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERYICE ALERT OF SOUTHERN CM.JFORNIA "'"' F. s, ~ STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 M~llifi&&W.16 -:; :;: ~ 19 TECHNOLOGY DRIVE 1/Yl/W, lfS &. REll0II) -DETAILS °K No. 21646 IRVINE, CA 92618 DATE <- Stantec 949. 923.6000 stantec.com 1--1--1-----------_j. _ __.j.:=:..===;::::::===+------------~-------1; DATE BY DESCRIPTION APP'D. DESIGNED T.O. DRAWN T.O. CITY OF NEWPORT BEACH W-5311-S "' 1---~-~------------~--+-----+--------1 ~ REVISIONS CHECKED DATf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 27 OF 39 ~ ROBERT F. SEEMAN R.C.E. 21646 {EXP. 09/30/07) FOR CONTINUA TlON SEE DETAIL 02 lHIS SHEET I I I I I I I I I I -1 +--- I I I I I I I I I I 8 22 1/2" BEND 8 I I EXIST. 8" SAN. S 45' BEND ....----:1::::2..-·x,....8=-•"D=-.:--1. -=R=ED=-=-u""c=ER::-{ 8 AND THRUST BLOCK STA. 91+06.36 (IRVINE AVENUE) =STA. 100+70.47 (SANTIAGO DRIVE) 24 X 12 CROSS AND THRUST BLOCK -------_] -\ ---:::;-- - -~ EXIST. 16" WATER MAIN TO BE ABANDON REMOVE EXIST 12" VAL VE I 45' BEND : I 2 ). < \ STA. 100+93.49 SANTIAGO DRIVE 8 25 ~ ::::=====::::ik~~:~~~#t~'t'~-~✓~:~~;i~~~j11~2~"X~8'1iD.Il.;F~L=G~T:.EEc;A·N:D~TSH~RU~S~T I I BLOCK _ --. / --.._ ~ m h I ,:,---,, v' v v I I '\ :::: :::: )w)i> ~w) ~ -\; V \ --_ ORIG DSN -TEE AND VALVE __ LOCATION / I 8 45· BEND -"'\ I \ / '(---./\ ;' ,,,,...I~ I '--~_.,,A_"'~~A I I 18 r-....Li----EXIST. 6" WATER MAIN VEXIST. 8" SAN. SEWER I I I I I I I I I I I I I I 7 r----..... ----TRANSITION COUPLING __...------( 3 REMOVE EXIST 8" VALVE STA. 200+00 IRVINE AVENUE STA. 100+33.39 (22ND STREET/SANTIAGO DRIVE) 8" D.I. FLG TEE AND THRUST BLOCK e:::::::= == == == == == == == == == == == - - - - - - - - -= : : 3 r------I ~EXIST. 3" GAS MAIN ===j \ ') I I \ \,._ / I( I I \ ,,,..-~--------~ __ 11_<_1 \ ---_ I _I_ ---- -- -- -- -- -- ------LEXIST. 18" STORM DRAIN -------- -= = = =I =I =EXIST=. 15"=STO=RM D=RAIN_-----=7_ --~~,,_~:?--I I/I_\ I'-----Ir -------- I I 45' BEND I I I I I I I EXIST. 12· WATER MAIN/ : / ...._.__, 18 I I EXIST. 15" STORM DRAIN ~/ / / 1 I I I ,,,,-,,,,-,,,,-,,_,, I I CONNECTION DETAIL AT IRVINE A VENUE AND SANTIAGO DRIVE ED NOT TO SCALE 18 rii FOR CONTINUATION SEE DETAIL 1 lHIS SHEET CONNECTION DETAIL AT IRVINE A VEN~~L~~~ ~ANTIAGO DRIVE CD ORIG DSN -CONNECTION POINT STRAIGHT ACROSS \ \ \ \ \ I I 11 EXIST. 8" WATER LINE TO BE ABANDON PLUG OR CAP EXIST. 8" WATER MAIN STA. 57+94.44-IRVINE AVE. PROP. 8" FLG BRANCH / " -~ ----------------------~---------~------\.._ ___________ _L,/_TTT __ --f.:D-\:------------'"' \ IRVINE AVENUE TRANSITION COUPLING RECORD DRAWINGS These Record Drawings 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 90' BEND IN 90' BEND UP \ 90' BEND OVER 8 \ TRANSITION COUPLING -----/ / / / / I TRANSITION COUPLING I I I SIDE VIEW \ NOT TO SCALE I I Ld 8" LINDA LANE CONNECTION DETAIL '-- AT IRVINE AVENUE AND LINDA LANE NOT TO SCALE - I I I / -'< 8" \ \ I I / / / / \ CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) i, (o\___ TRENCHING AND BEDDING PER DETAIL ~ CONSTRUCT 12" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING a AND BEDDING PER DETAIL 0-CONSTRUCT 8" PVC AWWA C900 @ 1 (CL 200) PIPE WITH TRENCHING ,., AND BEDDING PER DETAIL ©-CONSTRUCT 6" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING ,., AND BEDDING PER DETAIL ©-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-INSTALL 12" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L (j)-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L ©-D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON PLANS ®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT CROSSES), AND ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS AND REPLACE EXISTING AC PAVEMENT. ®-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE AND TYPE AS INDICATED ON PLANS @)--INSTALL 6" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L @-INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. STA. 200+00 -HIGHLAND DRIVE r, - - L __ -1_ I =STA. 64+65.60 IRVINE AVE. 24" WA- REMOVE TEMPORARY PLUG AND CONNECT TO PROP 8" FLG BRANCH -----7 --_ _l) 7 ¼EXIST. 16" WATER MAIN TO BE ABANDON IRVINE ~i~~ei MAIN~ : I I I I I I I I 1 J-------... I I PIPE STA. 100+21.88 = STA. 200+18.86 -HIGHLAND DRIVE 8 INSTALL 8" CROSS AND THRUST BLOCK i;v'--.-.---{ 7 ORIG DSN -NO UP AND \_ --~DOWN 22 1 /2 BENDS HERE I 3 8" -22 1 /2' PUSH-ON FITTING AND THRUST BLOCK =tr=======e=~:-'ffi= ll TRANSITION COUPLING HIGHLAND DRIVE I I lJ CONNECTION DETAIL co g ~ "' ~ .,, ~ -0 ~ ~ Q_ --.;; ~--------~ AT IRVINE AVENUE AND HIGHLAND DRIVE ED NOT TO SCALE 19 .,, g C-3708 .... t--,.---------------------_,-,.-,..-"------~---------------------------------T"""---""-::;:,_"' _""_;::,__:_--,r--__________________ ""T'"_"'T"_"T'" ___________ T"""_'T"A:":'P~PR~O:-:;,VE,:,:-D-----"""T--------------------t ~ rEss1rm ~-~~~-IRVINE AVENUE AND DOVER DRIVE ,:; IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATr' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU OIG UNDERGROUND SERYICE M..ERT OF SOUTHERN CALIFORNIA F. St STANTEC CONSULTING INC. UTILITIES ENGINEER RCE 46214 24' WATER MAIN IMPROVEtd:NTS 1, ~ 19 TECHNOLOGY DRIVE 1/Y)/rA RfS &. lmllll llRIMIG PIPE JUNCTION DETAILS l , 9/30/07 CIVIL IRVINE, CA 92618 DATE ;. Slantec 949. 923.6000 stantec.com 1--1--1--------------l----+:.:.:_:::..===;::::::===+------------~-------1; DATE BY DESCRIPTION APP'D. DESIGNED T.O. DRAWN T.O. CITY OF NEWPORT BEACH W-5311-S ;,:; --~-~----------~---+----1---------i ! REVISIONS CHECKED DATf64/28/06 PUBLIC WORKS DEPARTMENT SHEET 28 OF 39 0 ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/07) ----1 ,--....._ ORIG DSN -) --------------......_ I ' I -16"\,/ -----16"\,/ -----16"\,/ ----,---4!,..-,:::.~1 s 7 1------ IRVINE AVENUE ~ 0 B l-4-'-'5'-· -=Bc:E'-"ND=----...,+,-~ I I 45" BENO) 8 >----~~ 7 I--__,,,, < ' I \ I STA. 104+43.50-IRVINE AVE. u /2R,:EM"'o""VE"=-''=TE=M~Pi,';O:',RccAc:Rc'c'Y,"-P:';L'-,-U;..;G~A~NO~ CONNECT TO PROP 8" FLG BRANCH -----16"\J -----16"\,/ -----16"\,{ - \_ EXIST. 16" WATER MAIN PIPE STA. 104+43.38 -IRVINE AVE. INSTALL 8 X8 CROSS ANO THRUST BLOCK B 8"X 6" REDUCER ANO THRUST BLOCK -----B"S - 4" BENO B TV ---olal$~ C,",£_----=---CTV -----CTV -----CTV --- a, "' 4• BENO TR NSITI COU LING -----'EXIST. 6" WATER MAIN CONNECTION AT IRVINE AVEN~C:L:~~. BAYCREST ROAD ED / \ 15' 12"/"fRANSITION CPLG. -----8"S ORIG DSN -WITHOUT FITTING r-------------------- CONTRACTOR AOOEO 11 1 4 "FITTING IN ORDER TO ROPE CONNECTION STA. 38+62.00 24"111 CONNECT TO 12" OUTILET ON 24" MAIN. • \ , STA639+42.00 24"i!l ~ -C , ECT TO 6" & 8" ' v --, U ETS ON 24" MAIN. • • ( i I I I I CONSTRUCTION NOTES 0-CONSTRUCT 24" AWWA CML&TW STEEL@ PIPE (1/4" MIN. PLATE THICKNESS) i, ('";\_ TRENCHING ANO BEDDING PER DETAIL ~ CONSTRUCT 12" PVC AWWA C900 @ 1 (CL 200) PIPE WITH TRENCHING ,., ANO BEDDING PER DETAIL 0-CONSTRUCT 8" PVC AWWA C900 @ 1 (CL 200) PIPE WITH TRENCHING ,., ANO BEDDING PER DETAIL ©-CONSTRUCT 6" PVC AWWA C900 @ (CL 200) PIPE WITH TRENCHING :, ANO BEDDING PER DETAIL ©-INSTALL 24" FLG BFV (CL 150) PER CITY OF NEWPORT BEACH ST0-510-L-C ANO ST0-511-L ©-INSTALL 12" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH ST0-510-L-C ANO ST0-511-L 0-INSTALL 8" FLGxMJ RWGV (CL 150) PER CITY OF ORIG DSN -WITHOUT NEW FH NEWPORT BEACH ST0-510-L-C ANO ST0-511-L ,--------------------©-0.1. FITTINGS, ~1:,E_ ~f\[Ov ~f !'-S l~OICA TEO ON _/ - -PLANS ---✓ V V" ----V V '-. ,,-,-~ ~ INSTALL FIRE HYDRANT ASSEMBLY PER V c1iY OF \ ) NEWPORT BEACH ST0-500-L ( J-3765R) WITH , CORROSION PROTECTION REQUIREMENTS PER SHEET < '\ CP-1 A A A -A -A -A -A -A A A J ,~AA __ A A A_A_A_ -----A/ -®-INSTALL PLUGS, THRUST BLOCKS (EXPECT AT - CROSSES), ANO ABANDON EXISTING AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED IN PLACE AFTER NEW MAINS HAVE BEEN PLACED IN SERVICE ANO ALL SERVICE LATERALS HAVE BEEN TRANSFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACK FILL VALVE CANS, REMOVE COVERS ANO REPLACE EXISTING AC PAVEMENT. @-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN ANO CONNECT TO EXISTING WATER MAIN, W/ TRANSITION COUPLING. SIZE ANO TYPE AS INDICATED ON PLANS @-INSTALL 6" FLGxMJ RWGV (CL 150) PER CITY OF NEWPORT BEACH ST0-510-L-C ANO ST0-511-L @--INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH ST0-510-L. ( I. 1/ II II ;I I C N. TO EXIST. 12 MAIN.,, • EXIST. ORIG DSN -CONNECT ~1 TO EXIST FH "'tl, ', ..~ I I I I CONNECTION ST A. 38+62 AT IRVINE AVENUE AND DOVER DRIVE SCALE: 1 "= 4' ED RECORD DRAWINGS These Record Drawings 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 7 / I \ • ' I CONNECTION ST A. 39+42 AT IRVINE A VENUE AND DOVER DRIVE SCALE: 1"=4' CD 8" TRANSITION CPLG. CONN. TO EXIST. 8" MAIN. ' .!'6,.$1 ' ' ' ' ' ' ' ' ' ' ' co g ~ "' ~ "! ~ -0 ~ ~ a. ..,;; ~-------1~ " g C-3708 t""7------------------:--::-::~-=~.;.~;;------""'------------------------------------"T--::;;,;;:--"'T---------------------T"""-"T"""_"T" ____________ "'T""_"T"A~P:::PR,:::O:-::VE"'D ______ "T" ____________ .J... _____ --I~ f~'-~~~~-~~~~~ 'I;/. STANTEC CONSULTING INC. 24' WATER MAIN IMPROVEt/ENTS f SECTION 4216/4217 OF THE GOVERMENT CODE DIAL TOLL FREE ~ 19 TECHNOLOGY DRIVE 1/Y)/rla RFS &. lmllll -UTILITIES ENGINEER RCE 46214 PIPE JUNCTION DETAILS l REQUIRES A OIGALERT IDENTIFICATION NUMBER 1-800-227-2600 IRVINE, CA 92618 DATE ~-- BE ISSUED BEFORE A "PERMIT TO EXCAVATr' AT LEAST lWO DAYS ~ WILL BE VALID. FOR YOUR DIGALERT TOLL FREE BEFORE YOU DIG 9/30/01 Stantec 949.923.6000 stantec.com ~--J---t--------------+--+=-===:;::::====J------------~------J > 1-800-422-4131 TWO WORKING DAYS BEFORE !VIL DATE BY DESCRIPTION APP'D. DESIGNED T.O. DRAWN T.O. CITY OF NEWPORT BEACH W-5311-S ~ ._ __ Y_ou_0_1 G_. _______________ ""_0 _E""_"°_"_" 0 _SE_..,_ 0 _E_ALERT __ 0 •_SOUTH __ E•_•_CAU_'°_"_"~---------------------------------------...1.--------.&....-Ro_B_E_R_T_F_._sE_E_M_A_N_R_._c_.E_. _2_1_6-46 __ <E_x_P_._o_g_J_3_0;_0_1_)_;:::::::::::::::::R:E_vi-_s_1_0-N:s:::::::::::::::::CH:_E-c:K_E-D:::::_D-A:~~~4-1:2:8~/-,.::o-~6:....;P..;U;.;B;.;L;;.;IC;..;W;.;O;;.R;;.K;.:S:..;;,D::EP..;A.;;R,;.TM;;;;;:E;;.N;.;T_..1..sH_E_Er_29 __ oF_39_...JI IMPORTANT NOTICE ~ .... b ~ 0 / / ( \ GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE w•TH THESE DRAWINGS AND :ECHNICAL SPECIFICATION SECTION 13120. 2. CORROSION CONTROL REQUIREMENTS FOR THE NEW 24-!NCH WATER MAIN SHALL INCLUDE: A. A 3-LAYC:R, 80-MIL TAPE WRAP (PER AWWA C209\C214) WiTH A. 3/4-INCH PROTECT!VE MORTAR OVERCOAT (CML&TW). SEE SPECIFICATION SECTION 2D7-10. B. SACRIFICIAL .I\NODE CATHODIC PROTECTION C. FULL METALLIC CONTINUITY (ALL WELDED PIPE jOINTS AND BONDED MECHANICAL JOINTS. SEE CONTINUITY TESTING REQUIREMENTS IN SPECIFICATION SECTION 13120. D. DIELECTRIC ISOLATION (SEE INSULATOR AND CASING TESTING REQUIREMENTS IN SPECIFICATIONS SECTION 13120). E. CORROSION MONITORING TEST STATIONS. 3. AT-GRADE CORROSION TEST STATIONS: A TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POIN·. TEST STATIONS MAY BE MO\/ED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRJCTURES. 8. USE CHRIST( MODEL G5· TEST BOX. c. PROVIDE 18" SLACK WIRE AT WELD TO PIP': AND co:L:::D IN T~ST BOX. D. BOTTOM . OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL, OR SAND. E. INSTALL REINFORCED CONCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES IN UNPAVEC> AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4"} SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE !NSTALLATION. SEE SPECIFICAT:ON SECTION 13120. B. INSTALL ANODES 8 FEET OFF OF PiPE. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 5. IN-LINE BURIED MECHANICAL JOINTS ON CML&TW STEEL PiPE, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 4 ON SHEET CP-3. 6. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 7. INSULATING BUSHING SHALL BE INSTALLED AT EACH A!R/VAC CONNECTION PER DETAIL 2 ON SHEET CP-3. 8. NO WIRE OR CABLE SPLICES ARE PERMITTED. 9. WIRE CONNECTIONS ,o PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET CP-2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO-THERM!C WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8-MIL POLYETHYLENE PER AWWA C105. 11. ALL DIP FITTINGS ON PVC PIPING SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8, SHEET CP-2. 12. UNLESS OTHERWISE NOTED DRAW!NGS ARE NOT SHOWN l'O SCALE. _ _,_ _____ _ CATHODIC PROTECTION SITE PLAN NTS NEW 8" CROSS WAX TAPE PER SECTION 13120--7/' / EXISTING / / ;.\ " i J I V /"' .// 8" ACP WAT NEW 8" (./ PVC WAT----~ TABLE 1 -CORROSION TEST STATIONS CORROSION TEST PIPELINE CTS STATION STA TYPE 1 5+47 INSULATOR 2 13+00 1 ANODE 3 2H·OO. 1 ANODE 4 28+50 1 ANODE 5 36+50 1 ANODE 6 51+38 CASING 7 57+00 1 ANODE 8 65+50 1 ANODE 9 73+00 1 ANODE 10 80+47 1 ANODE 11 88+95 1 ANOCE '2, 92+82 INSULATOR REFERENCED DETAIL & SHEET DETAIL 2, CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 □ETA.IL 1, CP-2 DETAIL 1, CP-2 DETAIL 2, CP-2 DETAIL 1 , CP-2 DETAIL 1, CP-2 DETAIL 1. CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 2, C"'-2 LOCATION DOVER DRIVE EX!S: 24" CONNECTION IRVINE AVE. EXIST 24" CONNECTION RECORD DRAWINGS These Reco~d Orcwings h::::ve been p.repared basE-d pr, ir-formotion submitted, i:1. po:-t, by o~hers. While this iriformoton is belie'ieC to be reliable, City of New:J"crt Beach is not resp~nsiCle for its accvrocy, nor for erro~s or omissions which may hove been inc:xporated in:to lhese plans m a result. ::: ~QFESS/ ~, IMPORTANT NOTICE ~\..\.. J. C F)• //..:_ l"','i' <,; f~ !-2-~ CONSULTANTS, INC. --NEW 24" / CML&TW .-----,------24" CML&TW .--'~·--·-----, . l J . / ' ~ EXIST 6" PVC NEW 24" CML&TW~ ~ \ LEGEND NEW CML&TW (CEMENT MORTAR LINED, TAPE WRAPPED STEEL PIPE WITH MORTAR OVERCOAT ---NEW PVC 'I" 'i' EXISTING P:PE 1-ANODE CORROSION TEST STAT:ON (CTS) 4-WIRE INSULATING FLANGE CTS 4-WIRE CASING TEST STATION FIRE HYDRANT (SEE DETAIL 1, SHT CP-3) BLOW OFF (SEE DETAIL 3, SHT CP3) A'RVAC (SEE DETAIL 2, SHT CP-.3) VALVE EXISTING 24" BFV \ 24" BFV SEE GEN. CP NOTE 5 EXISTHING \\ \ 24" CML&TW- \ ~r----""--o--JLNEW 8" / PVC WAT / EXIST!NG / 8" ACP WAT~ CP-1 RCE 46214 g~ SECTION 4216/4-217 OF THE GOVERMENT CODt DIAL TOLL FREE 1iJ i,? ,,,.,;oo;o IRVINE A VENUE AND DOVER DANE WATER MAIN IMPROVEMENTS CAlHOOC PROTECTION SITE PLAN f;'s::; REQU;RES A DIGALERT IDENTIFICATION NUMBER 1-800-227-2600 8291 Areo Place ? ::;,-~ BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' AT LEAST JWO DAYS ..,,_-,-,:~ Suite 110 1---1---1---------------1--+D:.:.AlE:=_::==:::-~\=:--.... "="==:j_-. _________________________ _. 35g WILL BE VALID. FOR YOUR DIGALERT TOLc FREE BEFORE YOU DIG O¾o San Diego, CA 92123 DAlE APP'O, DESIGNED R-.'." DRAWN GP" Q S :;:'·,, 1-800-422-4131 TWO WORK;NG DAYS BEFORE Proj: □53135 (858) 576-0226 t-----'-8_Y__. ____ DE __ sc,-R1P_n_oN ____ ---''----+==,---"--"-+=-=---'"--1 CITY OF NEWPORT BEACH S-519 - ir; sL.:::YO=U=D=IG=. ===============-===SEIMCE==,.....,.==O=F=SOOIHER!l=="""""""=="==::.-----~----~---------------------=-~-J...-...::;:0:;F .. caa~iiii\..~:.....-.J.. _________________ ..:..:_ _ _JL _______ ...;:R:.EVl.::Sl;.:O.::NS:_ _______ LcH_E_O<_ED_ • .,!EAD~..Lo_AlE~5L,/2_311 /::!0~5:L.,.'.:P!!UB~L;!l~C_W:OR~K~S;!.!D~E!:P!:A~RTM.!!;E~N:!.T!.....J:SH:.:EET::,;:3:;0:,:0:.F~39~.J SIDEWALK TEST BOX BEYOND SIDEWALK TEST BOX IN SIDEWALK 6" 12" 7 SIDEWALK ~4,:r-:::W:A~R:N;IN~G;;TEAP~E;;~~~~~~;;;;_J ---FOR TEST STATION WIR!NG AND MOUNTING \ SEE EB-" \ • \ \\ / -ALUMINO-THERM!C , ~----2-NO. 8 HMWPE WELD. (TY0 ) \\ PIPE LEAD WIRES SEEEB, A,.___,, _ ----1-NO. 12 THWN ANODE LEAD 12· ,___8' (TYP)-~ --------48 LB. ANODE 24" CML&TW SEE NOTE 5 _,,.., __ _..-SEE@& NOTE 5 NOTES: 1. PROVIDE 18" SLACK W:RE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-!NCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDiNG IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES OF SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH "CAJTION: CATHODIC PROTECTION CABLE BELOW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEIVAL< OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. 1-ANODE CORROSION TEST STATION NTS J;,:;,,,,----''"-No. 4 REBAR (ALL FOUR 1---i:-~~----SIDES) , 1 EACH A B NOTES: 1. SEE GENERAL CP NOTE 4, SHEET CP-1. 0.01 OHM SHUNT W/BRASS SPLIT. 80LTS (TYP) 1-1/2" DIA BRASS TAG (TYP) SEE NOTE No, 2 BELOW i'i A TIVE SOIL ----2-No. 8 c!MWPE WIRES TO PIPE ---1 No. 12 THWN WIRE TO Af,ODE 2. WIRE 1.0. TAGS SHALL !DENTIFY PiPE SIZE, MATERIAL. SERVICE AND STA. NO. (24", CML&TW, WAT, 11+00). STAMP WITH 1/4" CHARACTERS. 3. NO 1.0. TAG REQUIRED FOR ANODE V~RE. 4. SEE GENERAL CP NOTE 3, SHEET CP-,. ANODE TEST STATION WIRING AND MOUNTING 5 NTS CP-2 1 CP-2 24" CML&TW \ TEST BOX BEYOND SIDEWALK TEST BOX IN SIDEWALK WARNING TAPE \ 2-NO. 8 HMWPE PIPE LEADS 2-NO. 10 HMWPE PIPE LEADS EXISTING 24" CML&1W OR CML&C ,\JL.--INSULATING FLANGE SEE8 ~ ALUMINO-THERM IC \ \ " WELD. (TYP) LJ "i::1±:J----To TEST STATION. FOR CTS WIRING AND MOUNTING SEE )ETAIL. EB INSUL",TING MATFRIALS: GASKET -TYPE "E" G 10 LAM. GLASS W/RECT. 0-RING W/ RECT. 0-RING SLEEVE -G10 LAM. GLASS 'WASHER -G10 LAM. GLASS A B C -THREADED STUD INSULATING SLEEVE-, // OR BOLT NUT &STEEL WASHER -............ (FULL LENGTH) \ /. • (BOTH SIDES) '®@j~(t@® INSULATING WASHER -------,-------;-EXTERNAL PETROLEUM (BOT>-! SIDES) 1 WAX TAPE WRAP SEE / SPECIFICATIONS ,NSULATING TYPE "E" A B NEW 24" CML&TW PIPE x ' ' < . I 1 ALUMI NO-THERM!C / WELD. (TYP) SEE c V D NOTE 3 AND ffi EXISTING 24" PIPE (CML&TW, CML&C) STEEL CASING 1 (SEE NOTES 6 AND 7) _j \ SEE DETAIL 6 \__ NEW 24" CML&WI x >- NOTES: 1. PROVIDE I 8" SLACK WIRE AT WELD AND CO:LED IN TC:ST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES Oc SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNlt,G TAPE PRINTED WITH "CAJTION: CA"HOD!C PROTECTION CABLE BELOW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S D'RECTION, 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. 6. CASINGS MUST BE METALLICALLY ISOLATED FROM 24-!NCH CML&TW WATER MAIN. USE DIELECTRIC CASING SPACERS AND END SEALS. 7. FIELD TESTING AND CONFORMATION OF Fl.ill ISOLATION BETWEEN MAIN AND CASING IS REQl.ilRED. SEE SECTION 13120. , 'vl'vl.1"v )', SEE NOTE 1-_,,, BUTTERFLY VALVE ~3" TYP NOTES: 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-Fl.ANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE. , 2. SIMILAR INSTALLATION FOR TEE CONNECTION OR FLANGE PA:R WITHOUT VALVE. 3. NO TEST LEADS REQUIRED AT AIR-VAC OR BLOWOFF INSULAT!NG FLANGES 4, SEE SPEC SECTION 13120 FOR INSULATOR TESTING REQUIREMENTS. 4-WIRE CASING OR INSULATING FLANGE CORROSION TEST STATION 2 BURIED INSULATING FLANGE KIT AT VALVE NTS 6" I CONCRETE TEST ~ , BOX SEE DETAIL '--::_/ \ r'--PAVEMENT CR -.~,t-:'li!ilji!R?'.:7&~~77'.";::;Jl!i~~,,,,;./~l CONCRETE PAD 2" ' ,• / 26" SQ X 4" ' TO NEW TAPE COATED PIPE NOTES: . THICK IN &.-,. UNPAVED AREA • ,. ONLY ~No. 4 REBAR (ALL FOUR S!DES) ~1-1/2" DIA BRASS TAG (TYP) SEE NOTE No. 2 BELOW T11i-------=== NATIVE SOIL 2-No. 8 c!MWPE i:::r-----__ W!RES TO PIPE I 2-No. 10 HMWPE TO C:XIST!NG ----i PIPE OR CASING WiRES TO PIPE OR CASING 1. SEE GENERAL CP NOTE 3, SHEET CP-1. 2. WIRE 1.0. TAGS SHALL IDENTIFY PIPC: SIZE. MATERIAL, SERVICE, STA, NO. AND SIDE OF FLANGE (24", CML&TW, WAT, 18+00, N). CASING WIRES SHALL BE INDENT"FIED BY "CAS". ST~,MP WITH 1/4" CHARACTERS. CP-2 STEP 1 > <C!J> FIL:'.: OR GRIND SURFACE TO BRIGHT METAL AND CLEAN STEP 2 ( STRIP INSU:.ATION FROM WIRE NTS STEP 3 ~-HANDLE ~ GRsPH ITE COVER ~ STARTING POWDER METAL POWDER ~l?~-=METAL DISC f;S GRAPHITE MOLD CABLE I HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR, IGNITE STARTING POWDER WELD CAP \ BITIJMINOUS COATING STEP 4 \ STEP 5 REMOVE SlAG FROM CONNECTION SEE NOTE 4 NOTES: APPL': 2 COATS PRIME~ AND COVER CONNECllON WITH PRE-FORMED WELD CAP STEP 6 COAT WITH A BITUMINOUS COMPO\JND SEE NOTE 3 1, WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE. & WELD) SHALL BE COVERED WITH 2 COATS O.F PRIMER AND AN Ec.ASTOMERIC .WELD CAP, 7 HEN OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MINIMUM, 4. ALL WELDS SHA~L BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY 0:\: WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELJ. INSULATING FLANGE OR CASING CTS WIRING AND MOUNTING 6 ALUMINO-THERMIC WELD N~ CP-2 NTS RECORD DRAWINGS These Record □rowings have been prepared based _ori informatior. su0mitted, ir. po:-t, by others. 'Ni",ile this information is believed to be relicble, City of Nawport Beach is not responsib:e. for' 1t.s oc,c~racy, nor for errors or oMissions which may have been incor0crcted lnlo these ;:ii ans'. a.s a result. 3 CP-2 PVC NOTES: CAST IRON TRAFFIC-....... COVER MARKED "CP TEST" PAVEMENT OR ~ CONCRETE PAD \ (SEE ~iOTE 4) No. 4 REBAR (TYP) ---~,., NOTES: COVER WEIGHT: , D BODY WEIGHT: 61 14-:/4"--! ~ ' " : LBs.--lf--1-'.' LBS. ~ CONCRETE BODY TRAFFIC RATED 12" 11 -3/8" 1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED-CHRISTY No.G5. 2. ,ALL WIRES SHALL >-!AVE 18" MIN. SLACK IN BOX. 3. BOTTOM OF TEST BOX SHAL~ BE l,ATIVE SOIL. DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. 4. PROVIDE 26" SQ x 4" THICK REINFORCED CONCRETE PAD AROUND TEST BOXES AT UNPAVC:D SITES. AT-GRADE TEST BOX NTS PVC / TWO LAYERS OF 8 Mil / POLYETHYLENE SHEET (PE)_,, CAST IRON , . LOOSELY WRAP POLYETHYLENE TO ALLOW EXCESS MATERIAL ALL AROUND TO PREVENT STRETCH'NG DUE TO SOIL PRESSURE. 2. COAT ALL FLANGE BOLTS, NJTS & WASHERS Wl'H BITUMINOUS COMPOUND DI/CAST IRON FITTINGS ON PVC PIPE 8 NTS CP-2 PVC CP-2 APPROVED RCE 46214 IRVINE AVENUE AND DOVER DRIVE WATER MAIN IMPROVEMENTS CATHODIC PROTECTION DETALS ' i I MECHANICAL JO T BONDS. SEE 4 SECURE ENDS OF PE WITH 10-MIL TAPE CONCRETE I THRUST BLOCK I NEW 24" CM~&Wi / (SEE NOTE 1 NOTE: ~ 6" DIP I \ \ \\ \ \___ INSULATING FLANGE L \\\ (NO CTS). SEE DETAIL 3, SHEET CP-2 8-MIL POLYETHYLENE PER AWWA C105 L WAX TAPE VALVE PER EB 1. INSULl\TING FLI\NGE ANO JOINT BONDS NOT REQUIR~D WITH DIP OR PVC MAINS. FIRE HYDRANT ENCASEMENT (PE) NTS CP-3 1-No 6 HMWPE (TYP)--~ 2-No 4 HMWPE (TYP) ~ ALUMINO-THERMIC WELD (;'/P). ~.---= SEE ' ' J, ' f 1 I· 1 1 I I I -:,,, ~WAX TAPE SEE NOTE COUPLING @ (TYD) 1 1 -No.6 HMWPE (TYP 3 PLS) VALVE (OR FLANGES) NOTES: 1-No 6 HMWPE 2-No 4 HMWPE (TYP) NEW 24" CML&TW _--5" OR 12" GATE VP.LVE ---rnp ,LANGE ADAP:ER ----ACP OR PVC 1. ALL NON-TAPE WRAPPED AND MORTAR-COATED SURFACES SHALL BE WRAPPED WITH WAX TAPE. INDIVIDUALLY WRAP ALL RODS, BOLTS & IRREGULAR SURFACES. SEE SPECIFICATION SECTION 13120. 2. 2-No 4 HMWPE WIRES ACROSS VALVE OR COUPLING. WIRES CAN BE WELDED DIRECTcY TO FLANGE. JUMPER FROM PIPE TC VALVE OR FOLLOWER IS No 6 HMWPE. 3. INSTALL BOND WIRES BEFORE WAX TAPE. 4. SIMIL~R FOR FLANGE PAIR WITHOUT VALVE. MECHANICAL JOINT BONDING GNFORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT !DENTIFICA"f:ON NUMBER ' BE ISSUC:D BEFORE A "PERMIT TO EXCAVATE'.' W'LL BE VALID. FOR YOUR DiGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BffORE YOU DIG, NTS DIAL TOLL FREE 1-800-227-2600 AT ,EAST TWO DAYS BffORE YOU DIG llNDERGffOUND SERYJCE ALERT OF S0Ull-ERN CAUfDIN~ CML&TW MAIN . , \__ 2• COPPER TUBING 2-1/2" x 2" INSULATING BUSHING (SEE NOTES 2 AND 3) ____ BRONZE SERVICE SADDLE (OR STEEi_ WELD COUPLING ON CML&TW PIPE) NOTES: 1. DO NOT NOT COAT OR WRAP BURIED COPPER PIPING. ENSURE ,HAT PIPE IS SURROUNDED BY CLEAN, UNIFORM BACKFILL MATERIAL. 2. INSULATING BUSHING NOT REQUIRED WITH PVC MAIN. 3. FEMALE CONNECTiON SHALL BE 2-1/2" TO ACCCMODATE 2" INSULATING BUSHING: 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY NTS /i~------ANODE LEAD No. 12 AWG r WITH THWN INSULATION (WHITE). j/_~~+----HEAT SHRINKABLE SLEEVE . ~~h+-t----SILVER SOLDER CR f-BRAZE CONNECTION NOTE: ----SPECIAL BACKFILL ___ CLOTH BA.G __ GALVANIZED STEEL CORE __.-MAGNESIUM INGOT (48 LBS) MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weicht % Al .01 Max Mn 0.05 to 1.3 Zn 0.002 Max Cu 0.02 Max Ni 0.001 Max Fe 0.03 Max Si 0.05 Max Other 0.05 each Max and 0.3 Total Max Mg Balance SPECIAL BACKFIU, COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE SOAKING AND INSTALLATION REQUIREMEN,s. MAGNESIUM ANODE NTS 2 CP-3 Proj: 053135 CONSULTANTS, INC. 8291 Areo Place Suite 110 San Diego, CA 92123 (858) 576-0226 SECURE PE WITH 1 0-MIL // TAPE---~/ 8-M·L (PE) ! ENCASEMENT /; PER AWWP., C 105_/ • DAlE BY INSULATING FLANGE ~ (NO CTS). SEE @ \ 3 \ CP-2 \ --CML&TW TEE (SEE NOTE 1) / i WAX TAPE VALVE j PER ffi EPOXY COAT OR WAX TAPE DI FITTINGS ' 6" DIP___/ NOTE: 1. INSULl'.TING FU\NGE AND JOINT BONDS NOT REQUIRED WITH PVC MAIN. BLOW OFF ASS EMBLY NTS RECORD DRAWINGS Thas~ Reco~d Dr~wi~~s hov~ been prepared based on II'.forrr.otion submitted, in port, ::iy othe,s. _ Whi~e t~1s mformot1on is b-el;eved to :::ie reiioble, City of New:iort Beach is not ~esponsrble tor its accuracy, nor for errors or om[ssions which may h::ive been incorporated 1nlc tllese plans as o resu:t. APPRO'i[l) RCE 46214 DA1E CP-3 IRVINE A VENUE AND DOVER DRIVE WA TEA MAIN IMPROVEMENTS CAlHODIC PROlECTION DETALS DESCRIPTION APP'D. DESIGNED RJG DRA'IIN GPM CITY OF NEWPORT BEACH S-5190-S t-_ _,__...._ _____________ ..c__-1-::==--+,,,,=----i RE\'1SIONS CHECKED EAD DAlE 5/3i /05' PUBLIC WORKS DEPARTMENT SHEET 32 Of 39 19TH ST.~ .., ~ KEY-MAP N.T.S. SHEET 38 (24" WATER) Ii>' I SHEET 35 SHEET 37 (24'" WATER) -~ ~ E C ii! ~ ~ ~ V) ~ fJD ~ '>: ~ 5! ~ >: 1J SAN~TL GO D_R. ~Js=C377lQWii ~VINE AVE. i~I~ ~';;;;:~~~~ WESTCLIFF DR. T ~ · I SHEET 39 SEE SHEE-r 2 FOR ;R~F~IC DETOUR !:} /) I ~~Ew:~Rf6 ~I / I ,h / / ttf 7 1 / II I I -"' / . i-I 1,1 f-11 /;,s ..-0 I I / -STOP i ":>be g ~ "" ·-':b .... & i---I WESTCUFF ~ ~ °6-. I~-":>-' I ---ff t;c. ¥~ ~ve:, I ~ > -----, "t' I ~< if ) ~----~ 1--.___ 1-----_c.--SS1, = = -r----7:'0 1'1/~1 /-----I -.............__ ' DOVER DR. DOVER DR. DOVER DR. DOCLVEORSEDDR • / I ,JI, I I 71 ---... CLOSED CLOSED CLOSED Q/t / / ,r, ! ......____ WESTCLIFF TO AHEAD AHEAD WESTCLIFF TO (:! I I/ I I • I t-.......... ...._ IRVINE AVE. DETOUR \J1A IRVINE AVE. / ;· / -....... ....__ DETOUR VIA DETOUR kl • ' • I -......... .......... ._: ........ .........."'-..... . ..._ 7:~::~M IRVINE AVE. IRV\NtE AVE, USE MARINERS ff ./ !. )J 111 I ....__ -..... -...... T 5" LETTERING L---''---...J / ~/ / ---..........._ ---............_ .._____ ----......._ ~6~T~~ • BLACK ON ORANGE 5" LETTERING (if j . /' 1• 1 / . / . -~......____ ~ '·, '------' SIGNFACE. TO BE 5" LETTERING BLACK ON ORANGE / 'ii" I -~ ................ l'i4-1o ....._ ----......._~ ' POSTED DURING BSLIGANCFKACOEN . .?,OR• ABNEGE SIGNFACE. TO BE / ' 1· II,/ 1 I -....__....._ 5' LETTERING CONSTRU 'TION POSTED DURING CLOSURE. / / S$ / ,-......._......____ , '---.!....__ -........... '-._ ~ BLACK ON ORANGE <..: ' POSTED DURING / • /1 ~i / W2t_3 .......... ........._ , ----......._..._ '-..._~ ----....___, "'-.., "o,,-s. POSTED 1 WEEK PRIOR / wlelJI.) / PLAN. W20-1 ',-..... _ -........__ ----......._ s,GNFAcE. TO BE coNSTRUCTION. l / / J '-.....___ '--.._ ~ °' , ~1,,0 TO CONSTRUCTION. , ,,,,, · / / C20(R) -........... ~ '---... ... .,,..,..,, ~ ....... ----......._----......._ .,,,I-lJ I 1· I 1¥2()-2 W+-2(:)----......._ ";-...: ---..____..__~ .. , ·-......_ ....... ~~ / • r . ; I I CONlRACTOR SHALL NOTIFY : C10(B) I..._, •, , , , , ~"· J Wl1-l ......___ --....__ "--, "'---.... ; / ~ • Wl6-1 r-..:_ ·, '--..,, '-..._ , '-..._ /.)_ I • I ! I j I ~3 .._ "'-.. .......... ....._ ----......._...__ 0 Pb I R11-2 . Li; I • ..._ '-..._ '-..._, --..._ "--........__ <.; ~ / ,,_,,JR~2 1, ... ,\----......._____ ..... ____ ....._ -................ /.J. h // t'"° 1"::f I I • ..,.,, '- ' - ....__ .,. r / 1/ 11.tJ / 1 1 • '-..._.._ ----......._....._ -.....___ ........._"'-..... • // ")1;-/ I 11 / f w,;_, l.1-4,-'lll( ' ............__ '-........... ........ .......... / / I I ':'-...... .:-------------::: .......... _:: ........ .......... ___________________ ..........--✓ ~/ / 1 1 / 1; 1;'sfu ;;.--............... .......... -=-------/ I I ! I TRAFFIC REQUIREMENTS: The contractor "requirements: sha'l maintain the following traffic lone "'-.......-...........· sz G~p ~~1---"':....__.........._.___ .................... ____ ------'::;;-;-_----_ ____..........--/~:~/ J '''; 'Jl -----....._-.............. ~ -..........___....__::-.___.___ ~ Ali I Dover Dr.: ....____ ---------- • MARINERS ELEMENTARY SCHOOL •NEWPORT BEACH ENGINE 6 FIRE OEPARTMENT •NEWPORT BEACH UBRARY AT LEAST 2 -WEEKS PRIOR TO CONSTRUCTION. May be closed to through traffic. Maintain local and emergency access during road closure. Irvine Ave.: \ -..........:... ' ----------/~ j, --........ ---------- W4-~a{R) '(---=:_ --• -----~~ I ~ --y::--.___ / .......... -==---=--_c:. ~ .cc· ~ Maintain minimum one hours. lane of traffic in each direction during working 20th Ave. and Santiago St. at Irvine Ave.: Keep intersection section open urtil work tokes place within the intersection. This street may be closed per WATCH during intersection work. ,'------:--, DOVER DR. CLOSED LOCAL ACCESS ONLY .,"1 ~~' ~ ----...::::._ --.., .;p. • ® I 'ii) 'ii) -------=-=--M4-10(~ j["-!> l.2J M4-fL £x. ME:OiAN ND ----......_ --'S ~ i-f!..'- U TURN --------------~ / l ½. SS1 ~-::Y---Rtf=!l(__ ~ ~ --® . z <( ....J o_ 0:: =i 0 f-w 0 () LL. CL <( ;l:'. ,- u...i w I en w w 01 Mariners Dr./Dove, Dr.: Keep intersection section open until work takes place within the intersection. Maintain two-way traffic with flaggers per WATCH during working hours. F. Contractor shall notify OCTA at (714) 265-4330 or any other affected transit services at !east five working days prier to construction. ;---------::-clLL. C9A -f--L-j,,-l~~~~~-:;;:,7<-+--.L-L.4 ~ Sl'l)p ~;p \1) if!> f RH All other project streets: Maintain local & emerqency access at ali times. Prohibit left turns when in conflict with construction and when left turn visibility is restricted by cc-nstruction. Working Hours : to be approved by the City of Newport Beach All private driveways and side streets shall be kept open at ail times except when construction takes place direct! y in front of the driveway/side street. All open excavations on public streets shall be back-filled or steel-plated (anti-skid plates) for traffic to the sat!sfoc,ion of City Engineer outside the G. A.II traffic control devices, stripes, markings, legends and raised pavement markers shqll conform to 2003 MUTCD and California Supplement, Standard Plans, and Standard Specifications (most recent edition) .. H. All traffic control devices shall be kept in their proper position at all times, and sholl be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. I. All traffic lanes shall have a minimum of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. J. Contractor shall provide floggers as deemed necessary by Engineer. CONTRACTOR SHALL MAINTAIN LOCAL ACCESS & EMERGENCY AT ALL 11 MES. Q. Contractor shall coves or remove Gil conflicting signs. R. Contractor shall post "symbol" uneven lanes, "Steel Plates Ahead'" or "Bump" signs, for pavement surface disruptions of 1/2 in. or greater. Pavement disruptions of 1 in. or greater shall hove beveled edge of four( 4) horizon ta, to one(1) vertical. , I I , Oi;tr i "" I l<!t I ifi'I \· ll-,., "'' \ \ ' \ \ \ \ \\ -\ss1 \ \ f.·a,-, I ,,; ~\ W20-1 HRE R10-7 STATION 350' R16 EXCEPT LOCAL ACCESS working hours. Traffic shall be restored to normal conditions during non-working hours. K. All advanced warning s;gns shall be equipped with flogs during daytime working hours and with warning lights at night. L. Traffic signals shal: remain in operation at all times. S. Contractor shall install "CAUTION STEC:L PLATES AHEAD" and/or r1'cl,l ./ ~ -.___ / "ROUGH ROAD" signs ic advance of steel 'plate bridging. ~£$ J. //_........--.-4 ~ TRAFFIC CONlROL PLAN GENERAL NOTES: A. It is the responsibi!i\y of the contractor performing work on a public street to install and maintain the traffic control devices as shown here·,n, as well as any such additional traffic control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection end safety to construction workers. 8. All delineators shall be equipped with reflective bond at night time. C, The contractor sholi notify the City at least five working days ln advance of implementing any construction detour. D. All signs, delineators, barricades, etc. and the;r installation shall conform to the State of California Standard Specifications latest edition and the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition and California Supplement ond the Work Area Traffic Control Handbook (WATCH, latest Edition). E. The City reserves the right to observe these traffic control • plans in use and lo make any necessary changes •Js field conditions warrant. Any changes shall supersede these plans ond be done solely at the contractor's expense. Exact location of all equipment and traffic control devices shall be. determined by the Engineer. Signal operation during each construction phase shell be coordinated with and approved by the City Engineer. M. Place additional "'LANE CLOSED" (C30) signs on Type II barricades at 150 foot intervals throughout extended work areas in each lar,e that is closed. Install "OPEN TRENCH" (C27) signs whenever on open excavation area exists adjacent to the traveled way. NC All temporary traffic control devices shall be removed following completion of each construction s,age and the permanent traffic central devices shall be restored by the contractor upon completion of project. 0. Contractor shall replace/repair all damaged striping with temporary striping or raised pavement markers at end of working day. each P. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the . California Accessibilitv Guidelines as related to pedestrian access and shall moin,ain pedestrian access at al; times per ADA requirements. Sidewalk closure/detour shall comply with the WATCH standards. 50 0 50 100 150 GRAPHIC SCALE 1" = 50' T30t-10 OCVCLCSE.DWG \ / //" > --~--\/~ ..........--\ ai.:-.Dov.en ----- \ ✓-( R3-2 .tr .On /. .>.. .[];_ \/4 \¥2()-1 ~-' \ SS4 ✓ ').'Ji < 'J.oci TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 A (714~-6077 FA)( (714) 447-6081 ,::t,v,vx:$ vi ~ DAVID KUAN R.T.E. 1429 (EXP. 12/31/06) 19TH ST. 200' 200' 200' r/e LEGEND: t l • ® © ® !::XISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN & BAG PARKING METER HEADS COVER EX. S!NGS FLAGGERS IRVINE AVE. COAST MESA C18 35' ST. 350' 350' r/c. R81 ASSEMBLY C ,;, f ; c/c ~2 _W20-__,__1_ss_3"-ll~ CONlRACTOR SHALL INSTALL 3 CHANGEABLE MESSAGE SIGNS, 2 ON • IRVINE AVE./OOVER DR. (ONE FOR EACH DIRECTION), AND ONE ON WESTCUFF DR. W/0 IRVINE AVE. EXACT LOCATIONS AND MESSAGES TO BE APPROVED BY CITY OF NEWPORT BEACH. W20-2 W20-1 -----c;J --~ R2-1(35) RECORD DRAWINGS . . . These Record Drawirigs have been prepared based on information subm1ttea, 1n pert, by others. V,'hil'.', this information is be:ieve,d to be refi□~le, City of New:x,rt Be·:1ch is not responsible for its o::curocy, nor for errors or omissions wr,ich rnoy hove been incorporated into these p!cr.s as a result. W1-3(L/R) Wl-7 W3-4 W4-1c W4-2 REVERSE CURVE SIGN (LEFT/RIGHT) DOUBLE HEAD ARROW SIGN BE PREPARED TO STOP SS3 SIGNS: (ALL SIGNS SHALL BE REFLECTORIZED ANO OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL BE ORANGE SIGN FACE.) W11-1 W11-2 W13-1 W16-1 THRU TRAFFIC MERGE LEFT PAVEMENT WIDTH TRANSITION SIGN BICYCLE SYMBOL SIGN PEDESTRIAN SYMBOL S;GN ADVISORY SPEED LIMIT SHARE THE ROAD SC3 (CA Code) M4-8a M4-10 G20-2 C2(B) (CA Code) C9A (CA Code) C17 (CA Code) C20(L/R) (CA Code) C20(B) (CA Code) C27 (CA Code) C30 (CA Code) C30A (CA Code) DATE BY DETOUR (UP) END DETOUR DETOUR ARROW END CONSTRUCTION BIKE LANE CLOSED FLAGGER SYMBOL 25 MPH CONSTRUCTION ZONE SPEED LIMIT LEFT/R'GHT LANE CLOSED AHEAD BIKE LANE CLOSED AHEAD OPEN TRENCH LANE CLOSED SHOULDER CLOSED APPROVED DATE DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED W20-1 W20-2 W20-3 W53 R1-1 R2-1 R2-5 R3-1 R3-2 R3-4 R3-5(l/R) R3-7 R3-18 R4-7a R5-1 R5-1a R9-3o R9-3b(L/R) R10-11 R11-2 R11-4 R61 (CA Code) ROAD WORK AHEAD DETOUR AHEAD ROAD CLOSED AHEAD NOT A THRU STREET STOP SPEED LIMIT SIGN REDUCED SPEED AHEAD NO RIGHT TURN NO LEFT TURN NO U-TURN MANDATORY MOVEMENT LANE CONTROL (L/R) RIGHT LANE MUST TURN RIGHT NO LEFT /U TURN KEEP RIGHT (SUPPLEMENTAL SIGN TO BE MOUNTED ON DELINEATOR) DO NOT ENTER WRONG WAY NO PEDESTRIAN SYMBOL SIGN USE CROSSWALK (LEFT /RIGHT) NO TURN ON RED ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC ADVISORY SPEED LIMIT INTERSECTION LANE CONTROL C-3708 IRVINE AVE. AND DOVER DR. WATER MAIN IMP. RCE A6214 TRAFFIC DETOUR PLAN FOR DOVER DR. CLOSURE D.K. !DRAW'-! D.C. l ,DATE D.K. • 04/27/06 CITY OF NEWPORT BEACH f-W~S-=-31_1 -=S~ SHEET 33 OF 39 PUBLIC WORKS DEPARTMENT TRAFFIC DETOUR PLAN FOR DOVER DR. CLOSURE BETWEEN WESTCLIFF DR. & MARINERS DR. U) __ __,ccM::.-+-_1-_-0(L,..,___) _IR_,_v_1_1v_·E_A_V_E_. ____ .. _._:_:_c, I •= = -:~ ~~~--l -]_S_S3/--+---------- M+-10(L)I .,_1 +-Sa SS.!J M4--10(R) ·• I M4-10(L) SS1 R11-4 M4-10(L) RI-~ ~ I R~1 t::, U) ' :u '-l -• ~ W20--1 SEC: SHEET 33 FOR TRAFFIC CONTROL PLAN. ~ SS4 ' NEWPORT B CH M4--10(LJ / MARINERS C:NGINE 6 ELEMENTARY FIRE DEPARTl.lENT 7 1-/._....--- \ SCHOOL / / .,k; '-I I SEE .s,~~ W20--1 / / ~/2'0' NE~i:;A:~ACH -✓ I SHEET 33 FCR TRAFFIC CONTROL PLAN. M+-IO(R) R11-4 o~ I W21>--2 / SS1~ SCJ // WZ~J :::.~fy SS1 ~f<-t ~2EPT 11Y' /,,k'~ ~1-1 182tts / / 7R)Rl-1 \ \W2~1 NOT TO SCALE \\ " ,, ' SS1: DOVER DR. CLOSED WESTCLIFF TO i IRV!NE AVE. i (dates) , 7AM-5PM USE ALT. ROUTES 5" LETTERING B~ACK ON ORANGE SIGNFACE. TO BE POSTED 1 WEEK PRIOR TO CONSTRUCTION. TRAFFIC DETOUR PLA1V FOR DOVER DR. CLOSURE SS2: DOVER DR. CLOSED AHEAD DETOUR VIA IRVINE AVE. 5" LETTERING SS4: DOVER DR. CLOSED WESTCL'FF TO IRVINE AVE. DETOUR USE MARINERS 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED DURiNG CLOSURE. SS3: DOVER DR. CLOSED AHEAD DETOUR VIA IRV:NE AVE. t BLACK ON ORANGE SIGNF ACE. TO BE POSTED DURING CONSTRUCTION. 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED DURING CONSTRUCTION. BETWEEN WESTCLIFF DR. & MARINERS DR. ' M4-10(L) SS1 R11-4 l M4-10(LJ R1-1,t ~ I O:_:j Rl-1 b VJ ::a~ SEE SHEET 33 FOR TRAFFIC CONTROL PLAN.· £:: ~ IRVINE AVE. 1 ,I. ,P ~ M4-10{R) MA'slNERS ELEMENTARY SCHOOL SCJ NOT TO SCALE SS2 ~ M4-10{R) ~i SCJ M4-8o NEWP • T BEACH EN ,E 6 FIRE DEPA TMENT 7AM-5PM USE ALT. ROUTES 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED 1 WEEK PRIOR TO CONSTRUCTION. l ]SS3 11-4 M4---IO(R) \ I TRAFFIC CONTROL PLAN. SS2: DOVER DR. CLOSED AHEAD DETOUR VIA IRVINE AVE.• 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED DURING CONSTRUCTION. SS3: DOVER OR. CLOSED AHEAD DETOUR VIA !RVINE AVE. t 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED DURING CONSTRUCT!ON. T.305-:0 OOV£RDT.OWG TRAFFIC DETOUR PLAN FOR DOVER DR. CLOSURE BETWEEl\f WESTCLIFF DR. & MARl1'.fERS DR. --~ ~ ~ ~ U) S2 VJ '-l M4-10(R) '-3 IRVINE A VE. e,-, ~ • M+-10(L) SCJ SC3 --------~------------~L~e,~-,~=-----------+-.l;>!e._, ,s~-,-I-1s_s_3..,._ _______ _ M4-10(L)\ t I ~4-10(R SC3t I I SS1 • M+-IO(R) M4-10(L) NEWPORT -,II t M+-!O(L) SS1 SC3 ~ ,, R "RI-; ~ t /....._ t,j 1. /Rl-1 b~ ;:,:, <"): -t--i• ~1 SEE SHEET 33 FOR TRAFFlC CONTROL PLAN. :;,J '"'1! C2(B): (CA Code) SC3: (CA Code) C9A: (CA Code) C17: (CA Cede) C20(B): (CA Code) C20(L): (CA Code) C27: (CA Code) C30: (CA Code) BIKE LAt4E CLOSED joEmuR ◊I ~ ROAD WORK Sf'£€D LIMIT 25 BJKE LANE CLOSED A.HEA LEFT LANE CLOSED AHEAD OPEN TRENCH LANE CLOSED W1-3: W1-7; W3-4: PREPARE TO STO? W4-2(R): <1S> W11-1: ~ W13-1(15): 1151 ~ W16-1: W20-1: W20-2: SHARE THE ROAD ROAD WORK AHEAD DETOUR A~EAO MAR;NERS ENG1NE j El.EMENTARY FIRE DEPARTI~EN / XCEPT LOCAL ACCESS EXCEPT LOCAL ACCESS SCHOOL / NOT TO SCALE CONTRACTOR SHALL MAINTP..IN LOCA.L AND EMERGENCY ACCESS AT ALL T!MES. W20-3: M4-8a: M4-10: G20-2: R2-5: (CA Code) R3-1: R3-2: R3-4: R3-5(R): ROAD CLOSED AHEAD END DETOUR END CONSTRUCTION REDUCED SPEED AHEAD R3-7: R3-18: R4-7a: R5-1: RS-la: R9-3o: R9-3b: R11-2: R11-4: R61: (CA Code) Rl0-11: MUST !JRN RIGH KEEP -RIGHT ~} ENTER ROAD CLOSED TO THRU lRAFFIC ROAD CLOSED TO THRU TRAFFIC a-lLY ONLY NO TURN ON RED $S1 RJ-2 -.___ EXCEPT <ro-i LOCAL \,,. ACCESS \ \W20-1 \\,, \' SS1: DOVER DR. CLOSED WESTCLIFF TO MARINERS (dates) 7AM-5PM USE ALT. ROUTES 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED 1 WEEK PRIOR TO CONSTRUCTION. SHEET 33 FOR TRAFFIC CONTROL PLAN . SS2: DOVER DR. CLOSED AHEAD DETOUR VIA IRVINE AVE. 5" LETTERING BLACK ON ORANGE SIGNFACE. TC BE POSTED DURING CONSTRUCTION. SS3: DOVER DR. CLOSED AHEAD. DETOUR VIA IRVINE AVE. t 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED DURING CONSTRUCTION. RECORD DRAWINGS These Record Orowin,gs have been prepared based on information .submitted, in part, by others. While tMs information is betieved to be reHable, City of Newport Beach is not responsible for Its occurocy, nor for errors or omissions wMch moy hc11e been incorporated into these pfans as o result. APPROVED CONTRACTOR SHALL NOTIFY : • MARINERS ELEMENTARY SCHOOL • NEWPORT BEACH ENGINE 6 FIRE DEPARTMENT • NEWPORT BEACH LIBRARY AT LEAST 2 WEEKS PRIOR TO CONSTRUCTION. LEGEND: EXISTING SIGN ► NEW SIGN ~ TYPE TWO BARRICADE H TYPE THREE BARRICADE • DEUNEA TOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ® SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL ® POST NO STOPPING SIGN & BAG PARKING METER HEADS © COVER EX. SINGS ® FLAGGERS C-3708 JRVINE A,VE. AND DOVER DR. WATER MAIN IMP. TRAFFIC CONTROL ENGINEERING, INC. TRAFFIC DETOUR PLAN FOR DOVER OR. CLOSURE 231 E. IMPERIAL HWY. SU:TE 241 FULLERTON, CA 92835 dtru~-6077 FAX (714) 447-6081 DAVID KUAN R.T.E. 1429 (EXP. 12/31/06) RCE 46214 DATE DESCRIPTION APP'o. DESIGNED DK DRAWN o.c. CITY OF r~EWPORT BEACH w-5311-s t--~-~--------------'-----i-,==~--+------1 RE\.1S;ONS CHECKED D.K. DAT~4;27;06 PUBLIC WORKS DEPARTMENT SHEET 34 OF 39 DATE BY ! I I IRVINE AVE. 19TH ST. i 19TH ST.· 20TH ST. (8" WATER) BROADWAY ST. ~ J "' ► W20-1 \ ➔-­ ➔ ► f ► C20(R) SW218 W+-2(R) C20(B) 250' 250' BROADWAY ST. 1'120-1 ► 1'111-1 W16-1 250' ► C2(B) • • • • 80' FLOWER ST. • R1-1 ~I • -• SW21B 250' MERGE TAPER - IRllJNE A VE. FLOWER ST. W20-- ➔ " n ' ~ ' ' .-----------..-------. " n CJO I • ij ~ -=, -- "' r =!> 100' TANGENT @ DOVER DR. ' I 200' W20--1 cf, 200' DOVER DR. 200· 200' 200· t 200·1 R61 M+-10(R) ,nl'll XN> ·~ ~ 19TH ST. 111 'I ta· 12' 12· s·I W20-1 I I I W20-~ I I I \'120-21 I 1 I I ~ ,j,; ' •/' f./c IRVI1VE AVE. R81 ASSEMBLY C r/c ~ J r/c IRVI1VE A VE. r/c COAST MESA ST. W20-1L .~. R2-1{35) r/c ESTHER ST. W20-1 ~ dOJS W ~----'~=-~-rn_ z ~ _J ~ C7 COAST MESA ST. W20-1 ~ 35 ' 350' WALNUT PL. W20-3 : ~) R1-:,; / ffi r/c . ================>---/ NO STOPP!NG ANY llME 1/121l--3 EXCEPT LOCAL ACCESS r/c R3-1 W20 1 •l=I• \ ' -R114 '--__ ,.__ ___ !,___ ; ll'20--1 IRVINE AVE. ~ R3-2 EXCEPT LOCAL ACCESS R2-1(35) NO STCPPl~C ANY TIME PRISCILLA LN. 20TH ST. W20-1 ~ ' \ " ' ' (40 STOPPlNG ANY TIME ,j, -------------1 w 350' ~ W20-1 ,;, l z _J J r/c ~===='~=========~ / ~ ¢= -I CD : -------~ -- ---~ ® :-6' ,r; ( ' ..---M, ,,. ,' • I --- / i ➔ . ---. t-·---rn r / I \ G20-2 I . W20-1 HIGHLAND DR. 350' LEGEND: RI-I •hl ~tt~ z R1-1 Fi:81 TO y.,__JJ--'''----\ :5 c!OJS \_, r/c ASSEMBLY Ct d"'"3S R2-1(35) G20-2 PEDS = : l=~==J~ro~ ~:, --r/c ¢= ...J m r/r:: i r/c 4=,. ....I [Il //-/ RS7 ASSEMBLY C r/c ~ ; R1-1 dD15 ,j, ,1, ~ W20--__,__2 __ W2__,_o-_1 __ sJ~--3-; EXISTING SIGN NEW SIGN ~ ! ASSEfABLY A ---~ --------------/ ;· § ~ -~ --~/ ~ ➔ -➔->--➔ ➔ . • • l1J t-----------::--~:::;:-------------;-~:__-------'l'l'l1t---_!•_:__•:___~·-----!;_JO I i]i i-----.►---,.----';'rn-'r_=!>T __ •►--,:l---'•:,_ __ • _____ -;-_-J.,~------~----,-, _____ ....ern'-..':r_.:~'.2...'_: ► NO PARKIN(; J,,NY TIME r w W20--1 C2D(R) SW21B W+-2(R) W11-1 C2(B) SW21B w C20(B) W16-1 (/) • F'IRE R10-7 STAilON 250' 250' 250' 80' 250' MERGE TAPER 1 oo· TANGENT 50 0 50 GRAPHIC SCALE 1" = 50' r/c CLOSE ONE X-WALK AT A TIME W/ R9-3a & R9-3b SIGNS & COVERING OF PED. SIGNAL INDIC,AIIONS & PUSH BUTTONS. ,P • • "" RJ-18 ➔ ➔ RAISED w:DiAN SEE DETOUR PlAN ON SHEET 2. RECORD DRAWINGS DOVER DR. 100 150 These Record Orcwings hove been prepared based on information submitted, in port. by others, While this informat'fon is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor· for errors or omissions which may have been incorporated into these plans as a result. TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FUL ··-~-, CA 92835 6077 FAX (714) 447-6081 W20-2 W20-1 SS3 I l! 1YPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ® SIGNAUZED INTERSECTION ➔ DIRECTION OF TR.A.VEL (Bl POST NO STOPPING SIGN COVER EX. SINGS FLAGGERS C-3708 APPROVED t IRVINE AVE. AND DOVER DR. WATER MAIN IMP. RCE L6214 IRVINE AVE., 19TH ST. -20TH ST. (8" WATER) DATE 5 -1 -o 1c, IRVINE A VE. @ DOVER DR. DOVC IR\/2 T305-10 DAVID KUAN R.T.E. 1429 (EXP. 12/31/06) t--o_A_rr_,_s_Y__._ ____ o_Es_rn_1P_n_oN ____ ___,_AP_P'_o.+-oc-s1G~N~ED-D:__.K_'. -+--DR_AWN_.____::D.:.:..c:__. -1 CITY OF NEWPORT BEACH W-5311-S REVISIONS CHECKED :DATE D.K. • 04/27 /06 PUBLIC WORKS DEPARTMENT SHEET 35 OF 39 r/c t \'/20-1 1\10 STOPPNG ANY TtME ,;, t C20(R) 250' 250' I W,4-2(R) C20(8) r/c I W11-1 W16-1 250' TRAFFIC' DETOUR HIGHLAND DR. I ' IRVINE A VE. ESTHER ST. ' \¥20-1 i ~, ' ·1 ' • : i : ii i I R1-1~ 620-2 • -· ----------·-----------------_ _. __ -·-------------___________al __ t C2(B) • C7 R2-1{35) ' ➔- r/c • • 80' 250' MERGE TAPER CLOSURE PLA1V @ IRVJ11/E A VE. s ! l=I 1 R11 2 W20-3 ,,,, SEE TRAFFIC CONTROL PLAN THIS SHEET. \"1-1 BAYCREST RD. NOT TO SCALE 100· 100' NO SWPPING ANY Tl~E • 20TH ST. \'/20-1 ~ IRVINE AVE. 20TH ST. HOLIDAY RD. (8" WATER) 11120-3 (p= _J m ~ /-----'--\ / f-----~ R1 1 2 I CLOSE ONE )(-WALK AT A TIME W/ R9-3o & R9-3b SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. HIGHLA1VD DR. (SEE LEFT FOR DETOUR PLAN) LEGEND: t H • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN COVER EX. SINGS FLAGGERS IRVINE AVE. W20-1 ~~EPT TRADEWINDS LN. LOCAL ACCESS IRVINE AVE. ~========;::================~::;J~m . w 1-z ~ _J ~ ® IRVINE AVE. R2-1{J5) ® HOLIDAY RD. W20-1 ~ 0 350' C 1¥20-1 l r/c G20-2 FRANCISCO DR. HOLIDAY RD. FRANCISCO DR. (8" WATER) G20-2 ◄ t t > I t 1 C20{R) W4-2(R)w11-1 C2(8) C20(B) W16-1 G20-2 • HOLIDAY RD. \'/20-1 ~ C ~-·-I ,o-----------• l--•-55-.-•-I-· ------------• I 250' 250' 250' BO' 350' MERGE TAPER 200' SHlFT TAPER @ 20: 1 50 0 50 150 GRAPHIC SCALE 1" = 50' ~ E I W20-1 D W20-1 Rl-! I R3-2 EXCEPT LOCAL ACCESS I \ r-/c TRADEWINDS L1V'. WINDWARD L,V. W20-1 IRVINE AVE. RECORD DRAWINGS These Record Drawings have been prepc:ired bosed on information submitted. ln port, by others, Ytt.i:e thls iriformation is believed to be reliabfe, City of Newport Beach ls not responsible for its c;ccuracy, nor for errors or omissions which may have been. incorporated In-to these ptons as o result. R1-I &J1S TRAFFIC CONTROL ENGINEERING, INC. DATE BY SA11/TIAGO DR. -1 I SJ-7(R) ~ TI .Jrf ~ '-r I r/c 350' f-3~ • • ,;fj----------------------------· ' I -----/ u v G20-2 \,-~--, 180' SHIFT TAPER @ 18:1 140' W:Z0-1 C-3708 APPROVED IRVINE AVE. AND DOVER DR. WATER MAIN IMP. RCE 46214 IRVINE AVE., 20TH ST. -HOLIDAY RD. (8" WATER) DATE S _ l-o<.:. IRVINE AVE., HOLIDAY -FRANCISCO (8° WATER) 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 ~:..6077 FAX (714) 447-6081 DAVID KUAN R.T.E. 1429 (EXP. 12/31/06) DESCRIPTION APP'D. DESIGNED D.K. DRt.WN D.C. CiTY OF NEWPORT BEACH W-5311-S t---'---~-------------'----t-:::-==---l-::-c=-----l REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 36 or 39 IRVDOVE2 T305-10 D.K. 04/27/06 \ \ \ \ ESTHER ST. ~ R'-1 G70-2 NO STOPPJtlG AN'1 TIME ~ ""' i /C ,/c r/c = ~ w ------ - - f----- - ------ - - - I I RAISED MilltW I l'/20-1 C20(L) W+-2\l/➔ -• • • • • • f--------------~ -;;,. ---~ cc C------I I I I I L7 \.____,.} l'/20-1 C20(L) W+-L) W11-1 C2(B} -W16 1 ~ p: 250' ~ , I. 250' ~ ·I· 250' 250' MERGE TAPER LEGEND: EXISTING SIGN I NEW SIGN 1 TYPE TWO BARRICADE ...., TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ® SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN COVER EX. SINGS FLAGGER'.:, R2-1{35) 1 ,1c - 0 ----0 RJ-18 [ • -• -• --. - "'(_____} 20TH ST. l'/20-1~ 200' l\'20-3 ~ 200' 113--5 '- NO STOPP!KG ANY T:ME '/ ____ , r/c = ~ w - - -- :Ir ~I C27[ ®--. ---• • CJOi[ ~ -R3-t8 -- ® -----/ C2(B) ,.. !RJ-5 ~~--I so· 200' SHIFT TAPER @ 20;1 200' ~W20-3 2co· ~-, HIGHLAND DR. I W1-3 50 0 50 IRVINE AVE. 20TH ST. TO FRA1V-CISCO DR. (24" fYATER MAIN) IRVINE AVE. -================~================================================~==;=======~=:c:~;:::,w~========================~~=l ~ 0 0 ~ R11-2 R3-18 • ~ )1 R3-18 • rwsw MEDi.J,,N • • Ft ;mp (I,_ C2(B) ~-1 113--5 -W20-3 BAYCREST RD. FRANCISCO DR. R3-1B • • e,-, (,s) ® 0 ~ R~JSED MEDIAN I u ~ 2 HOLIDAY RD. W20-I 0 \. RJ-18 f 100 :50 D: 350' MERGE TAPER 350' 350' 350' I :-1 !I ....., dlli'i lt \ ,;, r/c C20(B) W20-1 Wl 1-1 W+-2(L) C2~L) i C2(B) W16-1 t /1/=-----'--------'L.-j r/r; • 0 --M•---;-~=eR=~3--t,=~B=--~=-5=====-=· ==~~;~°'~-1~a~·'c' __ l~~---;·_=---~---~---i·.~--=---=----~--·=---: ___ :: __ ~---·~:-~:c___;:: ___ ":' __ :: _ _;:_;_: ___ : __ :_ ___ : ____ : ___ :_ .. : ___ : ___ :_: ___ :_ -=---: ___ :: ___ :_ ~::~::='~== ' ➔ RECORD DRAWINGS . . These Record Drawings hove been prepared based on information submitted, m ~art, by others. 'w\o'hiie this information rs believed to be re~icble, Cfty of Newport Beach is not r-esponsible for Its accuracy, nor for errors or omissions which moy hove been incorporated Into these plons as a result. R3-5 W20-1 TRAFFIC CONTROL ENGINEERING, INC. • • • 150' SHIFT TAPER @ 30:1 APPROVED RC£ 46214 I R2-1(3:':) C-3708 IRVINE AVE. AND DOVER DR. WATER MAIN IMP. IRVINE AVE. (24" WATER MAIN) GRAPHIC SCALE 1" ; 50' 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 20TH ST. TO FRANCISCO DR. DATE S• I-Ob ,:d)~-:077 FAX (714) 447-6081 DATE BY IRVl)QVE.3 "T305-10 DAVID KUAN R.T.E. 1429 (EXP. 12/31/06) 0EscR1P110N APP'o. DESIGNED o.K. DRAWN o.c. CITY OF NEVvPORT BEACH w-s311-s 11---_.,__ _ _J__ ____ R_E_v1s-,ON-s -----~---+:CH::-cE=-=c"'KE""D--t:::DA-:-:TE=-----PU BU C WORKS DEPARTMENT SHEET 3 7 OF 3 9 D.K. 04/27/06 \ \ IRVINE AVE. I ; l'l20-1 C20(l) ~ . I A ~ • C20(B) \'111-1 W4-2(L) 1'116-1 , I I C2(B) HOLIDAY RD. D ;,1-1 dJIS G20-2 i FRANCISCO DR. IRVINE A VE .• FRANCISCO DR. TO SANTIEGO DR. (24" WATER 1V!AIN) \112.0-1 ..... WIND WARD LN. ! 100' W20-1: -1 l--======'1'===I R=-v_1_N E A VE. 100' 113-5 R1-1 ..,,../ &)JS RZ-5! Rl:-1 i ,IJE _, r/c ,(, ,;, -----------::==~~~~m~---=====-J W ---~r~~-=;,~~~~~TT~~,-.,.r-,,---r7~,...,.~,.,.--,-;,-,---,--;?---r,-,-;,...,-~~~,.,~77.----;,,--;TT~~~~T7'7<~ry77~77-::T7'.Y77";77,77"7/7✓7777//~7?2J _Jz R3-5 R11-2 R3-18 R3-18 • • ~ 113-5 100· ~ l'l20-3 14' MIi~. C30 -; R2-1(35: I u ----g------------------------------------·~-----------14•-~--iu::1s ____ ~ NO PAAKIN-G ANY T!ME 250' 250' 250' 350• MERGE TAPER 200' SHIFT TAPER @ 50: 1 150• TANGENT 100" LEGEND: EXISTING SIGN I NEW SIGN l TfPE TNO BARRICADE H TfPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD @ SIGNALIZED INTERSECTION · ➔ DIRECTION OF TRAVEL POST NO STOPPING SIGN COVER EX. SINGS FLAGGERS FLAG TREE(HIGH LEVEL WARNING DEVICE) IRVINE AVE. @ SAlvTIAGO DR. JVI.NDWARD L1v. Rl-1 .tllS TI Rl-1(35) W20-1 - C20(L) I· ~-· 1-· zso· "''\.I 250' t t W4-2(L) W11-1 C20(B) W16-1 • I • ~ 250' PHASE I t NO PARKING AtJY TIME C2{B) . I . 350' MERGE TAPER 50 0 50 100 GRAPHIC SCALE 1" = 50' 150 SANTIAGO DR. W20-1 i 200· ~:1 © '43 ,so· 200· 0: w [l. ;'." l_ ~, )l \;z-,(,o) 1'11-..-R~ \ \ I~. \ • \ ,;, R3-7{R) C2(B) • • • = ~ -• 140• SHIFT TAPER @ 20, 1 COVER N/B & S/B LEFT TURN SIGNAL INDICATIONS DURING THIS PHASE OF WORK. i m • ', _,________t : R3-5 ~3 R2-1(25} W20-1 200· w z __J ~ W20-1 SANTIAGO DR. COVER N/B l£FT TURN SIGNAL INDICATIONS DURING • THIS PHASE OF WORK. . ,' W20-1 CLOSE ONE X-WALK AT A TIME W/ R9-3a & R9-3b SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. NO STOPPING A.NY TIME + G20-2 R2-1 (3-5) 24" WATER LINE IRVCO\o'E6A. T.305-10 RECORD DRAWINGS These Record Drawings hove been prepared bosed on ;nformotron submitted, in part, by others, While thJs information is believed to be rellable, City of Newport aeach is not responsible for its accuracy, nor for errors er omissions whfch may hove11'been incorporated into these pkm s os o result. TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 Ja;~~-6077 FAX (714) 447-6081 DAVID KUAN R.T.E. 1429 . (EXP. 12/31/06) R2-1(35) RCE 46214 DATE $ - \ -oc.. C-3708 IRVINE AVf.. AND DOVER DR. WATER MAIN IMP. !RVINE AVE. (24" WATER MAIN) FRANCISCO DR. TO SANTIEGO DR. IRV!NE A VE. @ SANTIAGO DR. DESCRIPTION APP'D. DESIGNED DK DRAWN D.C. CITY OF NEWPORT BE.A.CH W-5311-S 1-----'----'--------------'---+-----l--------l DATE BY REVISIONS CHECKED DA TE DK 04/27/06 PUBLIC WORKS DEPARTMENT SHEET 38 Of 39 \ / \ \ IRVINE A VE. @ SANTIAGO PHASE II DR. 200· 200· 200' SANTIAGO DR. M0-1._j i lffl>-t_[ I W3-4~1 ~ /~1 ~ \;2-1(30) I I I I I \ I I \ I I 1~ \ PRIVATE ROAD WINDWARD LN. 1¥20-1 R1-1 dOJS IRVINE AVE. R4-7• R+-7a -➔ - - --......... -----------................... ·::.:::_--· ·➔--....... -----. -----··· ......... --·-·· ........ -----.. -~-------... ·~-·•----··-·.-·----· .. R+-7a PUT TRAFFIC SIGNAL ON 4-WAY FLASH DURING ll·IIS PHASE OF WORK. ·······=····=····=····=··-·=·7 ··=····=·-··=····=····=··· -········\·········~········-·····•···1111r························. --·~1··· • -• ~· . = . = . = . ' ' ' -----.--.----------L"----L...L...-'--~...L.....C...,<-L....L....L....<:.....C....L....L-L'--'----"-C.f.. """---L---,,-....-4---'-Y _.f----~%-----------,,--r r r r r ,. NO STOPPING AN~ TIME r W20-1 C20(R} W4-2{R} Wll-1 C2(B) 620-2 C20(B) W18-1 • bl I=!• ~ h ' I. ~ . I . ~~--· ;...j -~~-·.,..1-· ----~.-----~•--,.I-·--~,---.-,, I 8" WATER LINE // 11-2 11-2 200~ 250' 250' 250' 80' 350' MERGE TAPER 160' SHIFT TAPER @ 20,1 IRVINE AVE. @ SANTIAGO DR. PHASE III IRVI1VE A VE. ~ m \l/20-1 NC FARKING Arl'r TIME ~ 250' 620-2 l SANTIAGO DR. 200· \ • lii-s • ~ W20-3 I ' --twzo...1 '" ; ~"' :Jr i ;iS ', 200' 200· CLOSE X-WALK W/ R9-3a & R9-3b SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. W20-3 R2-:(25) ~ WZ0-1 SANTIAGO DR. 200' (SEE RIGHT FOR TRAFFIC DETOUR PLAN.) CLOSE ONE )(-WALK AT A TIME W/ R9-3o & R9-3b SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. 50 NO ST~P;NG ANY TIME t G20--2 0 50 R2-1(35) GRAPHIC SCALE 1" = 50' 100 150 l~VDOVE6 T.305-:Q R2-1(3-5) RECORD DRAWINGS C20(R} . \¥20-1 ~ These Record Orowlngs hove been prepared bosed on information submitted, in port, by others. While this infonndfon fs believed to be reliable, City of Newpcrt. Beach fs not respons1ble for its accuracy, nor for errors or omissions which may have been incorporated into these plans as o result. TRAFFIC CONTROL ENGINEERING, INC. 231 E. lMPERIAL HWY. SUITE 241 F_':)~TON, CA 92335 • , ((1_4) '¥7-6077 FAX (714) 447-6081 ~,,. ~ C: DAVID KUAN R T,E. 1429 (EXP. 12/31/06) LEGEND: f H • DAlE BY TRAFFIC DETOUR SANTIAGO DR. / NOT TO SCALE FRANCISCO DR. _J IRVINE AVE. CLOSURE PLAN FOR @ IRVINE A VE. SANTIAGO DR. W20-1 ~ SEE LEFT FOR W20-3 TRAFFIC CONTROL PLAN. ~ 114-8at --~ L TRADE M-4-10(R) WINDS LN. i SC3 R11-4 ,-.. .... 10(4 ----------------- EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST • NO STOPPING SIGN COVER EX. SINGS FLAGGERS RC£ 46214 1,14-!0(L} f .., 200· I / '620-3 / !W20----2 zoo• I . I• I zoo,, ' J-I I W20-1 C-3708 IRVINE AVE. AND DOVER DR. WATER MAIN IMP. IRVINE A VE. @ SANTIAGO DR. &: TRAFFIC DETOUR CLOSURE PLAN FOR DATE $ • \ -0 ~ SANTIAGO DR. @ IRVINE AVE. DESCRIPTION APP'O. DESIGNED D.K DRAWN o.c, CITY OF NEV✓PORT BEACH W-5311-S l----'-------'-------RE-Vl~SIO_N_S-----~--+C~H=Ec~KE=u---fcD-ccAT=E-------1 D.K. 04/27 /06 PUBLIC WORKS DEPARTMENT SHEET 39 OF 39