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HomeMy WebLinkAboutW_5303_S0-tNOICATES AREA SHONN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • PONER POLE 0 MANHOLE 'd' FIRE HYDRANT D METER BOX ------@-------VALVE ABBREVIATIONS AC ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPRWED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN C/P CAST IRON PIPE CMP CORRUGATED METAL PIPE PONER POLE ANCHOR CONG CONCRETE 6 CONST CONST RUCTION MONUMENT DIP DUCTILE IRON PIPE DEPT DEPARTMENT -x-x-x-FENCE DWY DRNEWAY BLOCKWALL DU DUCT 0 E EAST TREE S'LY SOUTHERLY EC END CURI/£ CJ{) SHRUBBERY ELECT ELECTRIC EX EXISTING ,..ta...,!.,U,-4,U...LU... ASPHALT PAVEMENT FE FLANGED END : : : I i I i I[ : : : ;: :;: :; :: BR!CKWALK FL FLANGED ENO I: · · -·_._-_-_-.··_. I HOR HORIZONTAL CONCRETE INT INTERSECTION r //// lL/// a /NV INVERT BU/WING LF LINEAR FEET MJ MECHANICAL JOINT ----EXISTING CONSTRUCT/ON N NORTH -----PROPERTY LINE N'LY NORTHERLY NTS NOT TO SCALE NEW CONSTRUCTION PCC PORTLAND CEMENT CONCRETE pp POWER POLE --li.--CENTERLINE PROP PROPOSED PVC POLYVINYL CHLORIDE (PIPE! ----s----SEWER LINE PVMT PAVEMENT ------w-WATER LINE RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE ---{,---GAS LINE RT RING TIGHT R/W RIGHT-OF-WAY --E--POWER LINE sea SEWER CLEAN OUT SD STORM DRAIN -TEL-TELEPHONE LINE SECT SECTION -TV--CABLEVISION LINE SHTS SHEETS S'LY SOUTHERLY -SP--SPRINKLER SYSTEM SMH SEWER MANHOLE D STREET LIGHT Underground Service Alert @Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT J ORANGE COUNTY SANITATION DISTRICT COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS NUMBERS 634-0251 895-0221 6/1 644-3011 962-2411 542-5222 542-3975 AFTER 6:00 PM 720--4040 !-BOo-422-4I33 PUBLIC WORKS DEPARTMENT C-3644 ORKS DIRECTOR R.C.E. 36106 DATE: 7#:i /4 'I 1 GENERAL NOTES !. THE CONSTRUCT/ON OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, ST ANDARO SPECIAL PROVISIONS, DESIGN CRITERIA, ST ANOARO DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1997 EDITION. 2. STATIONING REFERS TO PIPE STATIONING. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE /JCTUAL LOCATION AND ELEVATION IN THE FIEW PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FNE /5J FEET IN DEPTH SHALL BE EFFECTNELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EOUNALENT MEMS. TRENCHES OR EXCAVATIONS LESS THAN FIVE !5! FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MWEMENT MAY BE EXPECTED. 5. THE CONTRACTOR/SJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED !N NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-/06-L. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. > 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MINJ UNLESS OTHERWISE SPECIFIED. ALL WATER MNN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STMDARO SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH /0 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN KCOROANCE WITH THE CITY OF NEWPORT BEACH STD-5I0-L. 9. WATER MAINS SHALL HAVE A MINIMUM OF 36'0F COVER FROM FINISHED SURFACE. /0. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (7/4! 644-3106. II. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 3/6 STAINLESS STEEL NUTS, V{ASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. /3. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 3/6 STNNLESS STEEL 14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINL£SS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SH/JCKLES AND OTHER HARDNARE MAY 8£ CARBON STEELS OR DUCT//£ IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTNE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 3/6 STNNL£SS STEEL SHALL HAVE ALL THREADED PARTS COATED LIBERALLY WITH AN APPRWEO ANTI-S!EZE COMPOUND. 16. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFKTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. IT. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-33/1 FOR PUBLIC WORKS, 644-301/ FOR UTILITIES. 18. WATER LINE DISTANCES SHOWN ON THE PLAN ANO !N THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES . 19. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 21. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A JO GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FOR UTILITIES REPRESENT ATNE, LOREN LWE /949) 718-3410. 22. THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRNATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-502-L 23. EDISON AND TELEPHONE LINES SHONN ON PLANS ARE PROPOSED UNDERGROUND/NG CONDUIT. APPROVED: ~ JJo.P~/ CITY ENGi E R.C.E. 24967 DATE: ,/14-jo4- CONSTRUCTION NOTES 0 C~NSTRUCT 8-/NCH DIAMETER C-900 PVC WATER MAIN (SDR-/4! PER TRENCH DETAIL ON SHEET 2 @ REMOVE EXISTING WATER SERI/ICE LINE FROM THE EX,ISTING MAIN TO THE WATER METER ANO INSTALL A 'NEW I" METER SERI/ICE PER CITY STD-502-L WITH MtrER BOX ANO COVER 0 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A V'/EW 2' METER SERI/ICE PER CITY STD-·503-L 0 INSTALL 8' X 6' DUCTILE IRON TEE !FE X MJJ ® INSTALL 8" X 6' DUCTILE IRON TEE !FE X FE! 0 INSTALL 12", 22 I/Z DUCTILE IRON BEND !FE X MJ! 0 INSTALL 8' DUCTILE IRON TEE (FE X FE! 0 INSTALL 6" CLASS 150 (FE X MJJ RESILIENT WEDGE GA[(E VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-5I0-L-C, AND STD-5II-L 0 IN'£T ALL 8" CLASS 150 (FE X MJJ RESILIENT WEDGE GA'rrE VALVE WITH VALVE BOX ANO RISER PER CITY SriD-508-L, ST0-5IO-L -C, AND ST0-511-L @ INST ALL 8' CLASS 150 !MJ X MJ) RESILIEA'T WEDGE GA[(E VALVE WITH VALVE BOX AND RISER PER CITY ST!D-508-L, STD-5/0-L -C AND ST0-5II-L 0 CONSTRUCT THRUST BLOCK PER CITY STD-5I0-L @ RE!,MOVE EXISTING FIRE HYDRANT AND RETURN TO Tr/£ UTILITIES YARD AT 949 W. 16TH STREET @ IN$TALL NEW FIRE HYDRANT ASSEMBLY PER CITY ST!D-500-L. FIRE HYDRANT SHALL BE JONES J-3700R @ IN$TALL 8' (FE X MJ) DUCTILE IRON ADAPTER @ /N',T ALL 8' X 6" (FE X FE! DUCTILE IRON REDUCER @ IN$T ALL 8', 9Cl DUCTILE IRON BEND (MJ X MJ! 0 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-/NCH DIAMETER C-900 PVC WATER MAIN (SDR-I4! PER TRENCH DETAIL ON SHEET 2 @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES AND APPURTENANCES @ INST ALL 8" LONG BODY TRANSITION COUPLING (PVC X ACP! @ CONSTRUCT 6-/NCH DIAMETER C-900 PVC WATER MAIN (SDR-/4J PER TRENCH DETNL ON SHEET 2 @ ABANDON EXISTING WATER MNN IN PL/JC£ @ INSTALL 12" X 6" (FE X FE! DUCTILE IRON REDUCER @ INSTALL 6" LONG BODY TRANSITION COUPLING /PVC X ACP! @ INSTALL 12" X If' DUCTILE IRON TEE (FE X FE! @ INSTALL !2"CLASS /50 /FE X FE!BUl/tH~LY VALVE WITH VALVE BOX MD RISER PER CITY STD-508-L. STD-5I0-L-C, AND STD-5II-L @ INST ALL /2" LONG BODY TRANSIT/ON COUPLING (PVC X ACP! @ INSTALL 12". 9Cl DUCTILE IRON BEND (MJ X MJ! @ INSTALL 8', 45' DUCTILE IRON BEND (MJ X MJ! @ INSTALL 8' DUCTILE IRON TEE (MJ X FE/ @ CONSTRUCT /2-/NCH DIAMETER C-900 PVC WATER MAIN (SDR-I4! PER TRENCH DETAIL ON SHEET 2 (jj) INST ALL 12" X If' (FE X FE! DUCTILE IRON REDUCER @ INST ALL /2" X 6" DUCTILE IRON TEE (FE X MJJ @ INSTALL 12" DUCT!/£ IRON TEE !FE X FE! ® INSTALL 6'!FE X MJ!DUCTILE IRON ADAPTER @ INST ALL 12". 45" DUCTILE IRON BEND (MJ X MJI @ INSTALL 12", 45' DUCTILE IRON BEND !FE X FE/ ® INST ALL 12" (FE X MJ! DUCTILE IRON ADAPTER @ INST ALL 8', 45" DUCTILE IRON BEND (FE X FE! @) INST ALL 6" CLASS 150 /FE X FE! RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANO RISER PER CITY ST D-508-L, STD-5I0-L -C, AND STD-5//-L @ PROTECT EXISTING TREE IN PLACE © PROTECT EXISTING WALL IN PLACE @ INSTALL 12", 11114" DUCTILE IRON BEND /FE X MJ) @ INSTALL 6", 1///4' DUCTILE IRON BEND (FE X FE/ ® INST ALL 6", 22 !IZ DUCTILE IRON BENO /FE X FE! @ INSrALL 8", II //4" DUCTILE IRON BENO (MJ X MJ) @ INST ALL 6", 22 I/Z DUCTILE IRON BEND /MJ X MJ) © INST ALL 8", 22 IIZ DUCTILE IRON BEND (MJ X MJ) @ INST ALL 12", 22 112· DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8' LONG BODY TRANSITION COUPLING /RIC X CIPI @ INST ALL 6' LONG BODY TRANSITION COUPLING /WC X C/P! ® INST ALL /2", 45' DUCTILE IRON BEND (MJ X MJ! @ INSTALL A TEMPORARY WATER LINE TO SERVICE HOUSES WHILE EXISTING WATER LINE JS OUT OF SERI/ICE @ COWMILL EXISTING IC TO DEPTH OF 2-/NCHES AND CONSTRUCT 2-/NCH ASPHALT OVERLAY @ REM(}./£ AND REPLACE EXISTING COLORED STAMPED PCC PAVEMENT @) REMOVE EXISTING WATER VALVE @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER, INSTALL A NEW I" METER SERVICE PER CITY STD-502-L UTILIZING EXISTING METER BOX AND COVER @ REMWE AND REPLACE 4" PCC SIDEWALK PER CITY STD-/80-L ® REMOVE EXISTING CURB ACCESS RAMP ANO CONSTRUCT PCC CURB ACCESS RAMP C-3644 APPROVAL RECOM~ENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS OF BEARINGS, THE BEARINGS SHO/IN HEREON ARE BASED ON THE BEARING BETWEEN 0£.S.HORIZONT AL CONTROL Sf"ATION GPS NO.TRAK AND Sf"AT/011 GPS NO.FVPK BEING N67'14'54'W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SUIWE'fOR. ZJ-....._J. fYl. gJ~L TRANSPORTATION AND IRCE 22045 DEVELOPMENT SERVICES BEi/CH MMK, ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BEi/CH MARK 'W-766',A 3 314' ALUMINUM DISK STAMPED 'W-766',SET Ill THE TOP OF A COi/CRETE 5r/l/RCASE AT THE NOFfTHEASr CORNER DF THE T--INTERSECTfON OF PN:!Ftc COAST" HIGHWAY AND DllfT ROAD ENTR/l/iCE TO THE CITY OF Ncl/P/JlfT BEICH TIDE/...A/1D5 OILFIEW. ELEV.· 9.701 FEET IN/11D 88! 46214 AC DATE CHECKED DATE SC 06/22/04 BY DESCRIPTION APP'□ REVISIONS SEASHORE DRIVE WATER MAIN IMPROVEMENTS CITY OF NEWPORT BEACH PUBLJC WORKS DEPARTMENT W-5303-S SHEET 1 OF 13 10 3 HWy I ·-. ! • . . . ~ .-· -., yl i ,i_ ! -. i ---,, ~ ALLEY 256-5 LOCATION MAP NOT TO SCA/£ TABLE A STRUCTURAL SECTIONS LOCATION SEASHORE DRIVE SEASHORE ALLEY EXISTING SECTION 8" AC / NATIVE 8" PCC / NATIVE PROPOSED SECTION 4" AC / 6"CMB 3" HOT MIX AC / NATIVE (31ST ST. TO 29TH ST.J ALLEY 256-S 8" PCC / NATIVE 3" HOT MIX AC / NATIVE (ADAMS ST. TO PALMS ST.! COAST HIGHWAY ,____ !!.) i,-; 12' AC/ 8" AB 12' AC / 8' CMB / SLURRY BACKFILL -·•---"'_ -~-~ --, . -7 '.• LOCATION MAP SCALE I", 250' LEGEND PROPOSED WATER MAIN © INDICATES SHEET NUMBER SHEET INDEX SHEET 2 3 4 5 6 7 8 9 10 II 12 /3 DESCRIPTION TrT/£ SHEET LOCATION MAP & TRENCH DETAIL PLAN SHEET, CEDAR STREET TO 62ND STREET PLAN SHEET, 62ND STREET TO 59TH STREET PLAN SHEET. 59TH STREET TO 56TH STREET PLAN SHEET, 56TH STREET TO 50TH STREET PLAN SHEET.50TH STREET TO 44TH STREET PLAN SHEET. 43RD STREET TO 38TH STREET PLAN SHEET, 38TH STREET TO 36TH STREET & 31ST STREET TO 29TH STREET CEDAR STREET & PCH 12-/NCH WATER CROSSING 59TH STREET & PCH 12-/NCH WATER CROSSING PLAN SHEET. ALl£Y 256-S DETAIL SHFCT CIVIL F CALI □ATE BY EX.PAVEMENT --- T.7 i>. L,-, L....;_ -" ' ~I NOTE I I' MIN. /AT PAVEMENT SURF/CE! IF SOIL UNDERMINING OCCURS I' MIN. /AT PAVEMENT SURFACE! IF SOIL UNDERMINING OCCURS FOR STRUCTURAL SECTION SEE TABLE A SECTION /COMPACTION 907. MIN.! ~--6'!.IIN. 6'MIN. -- 0.D.IP/PE BARREU -- TRENCH SHEETING OR SHORING ___/ / IF USED __,/' UNDISTURBED SOIL. TYPICAL ~ 0.4 OD. •• ,-,--:.._ ··--1._S.::.,s_ --.. " 1o TRENCH DETAIL N.T .5. NOTE: I. IF PAVEMENT WIDTH OF 5' OR LESS REMAINS BETWEEN THE EDGE OF TRENCH AND THE EDGE OF ROADWAY THEN THE REMAINING PAVEMENT SHALL BE REMOVED AND REPLACED TO THE GUTTER . APPROVED C-3644 SEASHORE DRIVE WATER MAIN IMPROVEMENT DESCRIPTION APP'D DESIGNED REVISIONS CHECKED DRAWN AC AC □ATE SC 06/22/04 LOCATION MAP & TRENCH OET AIL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5303-S SHEET 2 OF 13 ------ !i _.;:,_-_ -=-· _,,,,_ ... -··,.;. l 0 0 @ @ ., ,. . PARJ< J NG I I - -••• • -,_ ,!; , 'G ····-.•... ,, .. ----. -, -··tp -----·-· -~ ·---~----"•·•-"8• ·--= -----· __ .... ,,;r' (~ ---_____ -, ___________ -c,. • :c-::c· .... =-=· --==---··· ·"·--"'S---:--·,. --. _,-c-· ,_ 'O'.:"'-.,-~'-.:c .. ,·.--,.-.. =·--:,-_____ -,. · _,' -------------. __ _ f.-.._ li) .. · \ I CONSTRUCT/ON NOTES INST ALL 6' CLASS 150 /FE X MJ! RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C, AND STD-511-L CONSTRUCT THRUST BLOCK PER CITY STD-510-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET INSTALL NEW f-'IRE HYDRANT ASSEMBLY PER CITY STD-500-L FIRE HYDRANT SHALL BE JONES J-3700R CONSTRUCT 6-/NCH DIAMETER C·900 PVC WATER MAIN (SDR-14! PER TRENCH DETAIL ON SHEET 2 ABANDON EXISTING WATER MAIN IN PLACE INST ALL 6" LONG BODY TRANSITION COUPLING !FVC X ACPJ CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MNN !SOR-14! PER TRENCH DET NL ON SHEET 2 INSTALL 12' X 6" DUCTILE IRON TEE /FE X MJ! REMOVE EXISTING WATER VALVE / ./ R/W , EXISTING CI/_RB 8f G/JTT ER •• 10 10+50 HORIZ: I'= 20' VERT: I"= 4' 11 11+50 72 ...... ~'c--FOR ;U<N AND f'RDFILE JJ? PIROPOSED /2·/NCH WATER MAIN ~ Q::: <ti:: Cl lJ.J (j SE/:. SljtET 10 .: II SEASHORE EXISTING CURB & GUTTER / DR EXISTING SIDEWALK __J_ _____ -H/ '' ' I , I , ___ _ L .. ~...:__ .. ~ ........ ~ .. l .... -L ........... -.. _ .. :;,,-, ... ~ .... ~:: ·_ ---_ _L_~~== •••• -,•.•'.', --···-··· ·=.;;.-:.=·=----:. ~ --- r -•---••••••••• ) ••·•_,' 46214 12-31-06 07 rn ;,:i DATE . 8 j . •• ... \ ' i: ! BY 72+50 ' \ '\ ··\ --··1 : ., } u ,,-,// ~/ / ( R/W EXISTING CURB & GUTT/Yr /3 ' L. -------· I \ .J ~ li) 'St- ~ ::r:: li) lJ.J lJ.J li) lJ.J 3: ....J ------------ -----~ --'*·-~ .... -----··--·---~-~~~:----~--~------·--t"" ,. ___ ,, ________ _ G • -·· --~=--~-~~~:=-,-:s~i~:,.:·~"}.:rt· ·-·----· ______ __ t;' ''VVlAr[:e) ------·--·· '"t-· -· APPROVED R R.C.E. NO. 46214 DATE 1 • 1i.-o+ DESCRIPTION APP'D DESIGNED DRAWN AC AC C-3644 SEASHORE DRIVE WATER MAIN IMPROVEMENT PLAN & PROF /LE STA. 10+00.00 TO ST A. 14+18.75 \,/-5303-S REVISIONS CHECKED DATE SC 06/22/04 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 13 • ' J , I .. • <{ t;:; rv, 1--. i.J.J ~ 14+50 15 -f ' -"_---,,,_ --"'<;' ~----~ -----::.::c --_c,_,-a,.-.-_, : / f~flfrzi Ifot:JtiffT /5-t-50 gJ 16 SEE DETAIL B ON SHEET /3 16+50 ;~ .. , ·t I II 32 17 ~ ----\7 r,---.----------------_____ 1-1 i.J.J ~ :::i __ _!___ I I ,, ,, I ,, I I " ': EXISTING CURB & GUTTER EXISTING SIDEWALK I' l ~=_; __________ --;.:c --~-------c>l~: __ -___ -_c __ --• •-•---.. •-•• -------_'•• •• - --~~-~~ ~~--:._ -~~- 0 0 0 @ i CONSTRUCTION NOTES REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW I' METER SERVICE PER CITY STD-502-L INSTALL 6' CLASS 150 !FE X MJ! RESILIENT WEDGE GATE VALVE WITH VALVE BOX /WO RISER PER CITY STD-508-L. STD-5/0-L-C, AND STD-511-L CONSTRUCT THRUST BLOCK PER CITY STD-5/0-L REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UT/UT/ES YARD AT 949 W. 16TH STREET INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R CONSTRUCT 6-/NCH DIAMETER C-900 PVC WATER MAIN !SDR-14! PER TRENCH DETAIL ON SHEET 2 ABANDON EXISTING WATER MAIN IN PLACE INSTALL 6' LONG BODY TRANSITION COUPLING !PVC X ACP! INST ALL 12' CLASS 150 !FE X FE! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C, AND STD-511-L CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14! PER TRENCH DETAIL ON SHEET 2 @ INSTALL 12' X 6' DUCTILE IRON TEE !FE X MJ! @ INSTALL 12'. 22 1/2" DUCTILE IRON BEND !MJ X MJJ @ REMOVE EXISTING WATER VALVE C, f ' RFMOVE AND REPLACE 4" PCC SIDEWALK PER CITY Sl'D-180 L RIIMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER, INSTALL A NEW I' METER SERVICE PER CITY STD-502-L UTIUZING EXISTING METER BOX AND COVER 17+50 / SEASHORE DR 1: I I ' I I [ t i\>IW EXISTING CURB & GIJFF E-R __ 18 / I '' I I 18+50 -------7/f 56 , I ' I ., ' ' ,- j' ' -·-' 1--. V) =t: 1--. C) lD DATE 1: ,; J 'i \ j ' I I ) \ /I I I I 19 PROTECT IN PLACE EXISTING MONUMENT .----·--------- fi '-~ -.... ,-\,c•-~-· RIW ' EXISTING CURB & GUTTER EXISTING SIDEWALK 111 ' ' I /, I i I I f//08/04 OFFSET PROPOSED WATER MAIN 16' NOR:rH OF EXISTING 8-INCH WATER AJAJN & INSTAJL 22SBENDS BY DESCRIPTION 19+50 APP'D DESIGNED CHECKED ..__.,._f-~'l.O)_ ' ' , I 7 , ' I ~ AC 46214 DRAWN DATE 20 ,- 30 20-t-50 1--. ~ =t: vi ;:rn---= -- / I : i.J.J i.J.J vi AC ' I hi 'k· I \ .,.... i \~ j ' I I C-3644 SEASHORE DRIVE WATER MAIN IMPROVEMENT STA. PLAN 14+18.75 TO STA. 20+73.00 z ~ □ ~ m z ~ _, ~ ' ~ z "' "" "' > □ "' ~ "' ~ ,: "' ~ 'i \'! 1§ ii! §! m '" se ffi ~ ~ 3 ' m ~ bl ~ □ "' CITY OF NEWPORT BEACH ls: t----------1 u W-5303-S REVISJONS PUBLIC WORKS DEPARTMENT SHEET 4 OF 13 w ._ _____________________________________________________________ ...., ______ ..,.. ______________________________________________________________ ._ _________________________ .._ ____ .....;s;;;c.._ __ .;0aa6'"'/2aa2a.10"'4'-'-_________________ ._ _______ _. [;: k \rl:11 She el 3 dgn 11/CH/?C0'1 J7 ~J 19 Af.1 ' ........ w ltJ < :::J ::r:: 21 0 21+50 I----PARKING' LOT--\ ,d '-, -~.1-,_--••u-•. Ii Cl \~-f--_ ,, d i -si:: ~ 0 0 0 0 0 @ \0 1: ' . .:t:' ,; f--_ • ,, ' ~ 1; Q " ,, ,, I CONSTRUCT/ON NOTES CONSTRUCT 8-/NCH DIAMETER C-900 PIC WATER MAIN !SDR-14! PER TRENCH OET AIL ON SHEET 2 REMOVE EXISTING WATER SERVICE UN£ FROM THE EXISTING MAIN TO THE WATER METER ANO /NSTAU A NEW I" METER SERVICE PER crrr ST0-502-L REMOVE EXISTING WATER SERVICE UN£ FROM THE EXISTING MAIN TO THE WATER METER AND INSTAU A NEW 2" MET ER SERVICE PER crrr ST0-503-L INST AU 8" CLASS 150 /FE X MJ! RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANO RISER PER CITY ST0-508-L. ST0-5/0-L-C, AND ST0-511-L CONSTRUCT THRUST BLOCK PER CITY STD-510-L REMOVE EXISTING FIRE HYDRANT ANO RETURN TO THE UT/UT/ES YARD AT 949 W. 16TH STREET INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHAU BE JONES J-3700R ® INST AU 8" !FE X MJJ DUCTILE IRON ADAPTER 22 22+50 FOR PLAN ANO PROFILE OF PROPOSED /2-/NCH WATER MAIN SEE SHEET II RIW k-'---130 -E;XISTING CURB 8r GUTTER ® EXISTING S/Df:,WAI.J( -L ··CT· . L"r~i--- il, I ' jl r ,-' I ABANDON EXISTING WATER MAIN IN PLACE CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN /SDR-/4! PER TRENCH DETAIL ON SHEET 2 INST AU 12" X 8' (FE X FE! DUCTILE IRON REDUCER INST AU 12", 45' DUCTILE IRON BENO IMJ X MJ! INST ALL 12", 45' DUCTILE IRON BENO !FE X FE! INST AU 12" !FE X MJJ DUCTILE IRON ADAPTER REMO/£ EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER, INSTAU A NEW r METER SERVICE PER crrr ST0-502-L UTILIZING EXISTING METER BOX ANO COVER REMOVE ANO REPLACE 4" PCC SIDEWALK PER CITY ST0-/80-L ® INST ALL 8". 22 //2' DUCTILE IRON BENO !MJ X MJJ @ INSTALL 8", 22 //2' DUCTILE IRON BEND !FE X FE! / PARKING LOT. --7 I 23 ~-r --<'-cf / ~~~-:::~,~),:' ..___,,, ,J 51 I-.. V) ::r:: I-. fg '' '' I '' ' I '' ' I ' ' ' I .. , I ' I 23+50 '! / -\; ' I. I ' ' ~I I "' ' . -':::-i:--- ~t;i--· R/W H0RIZ: I"= 20' VERT: I"= 4' 24 PARl< EXISTING CiJRf'J & GUTTER j ' ' EXISTING Sll)EWALK ' I I ; : ! ' I ! --1 I' 24+50 5 E-AS#QfiE_ Qf] _, ·; I ' ' , I ;-I ' I , ' i CJV \ \.. OF CAI.. 25 DATE 25+50 I , I I I ' )., ;-T ' ,, ' 1-· lf/08/04 OFFSET PROPOSED WATER MNN !6~ NOffTH OF 26 STA. 26"'66.66 HORIZONTAL BENO / R/W ! :/EXISTING CURB & GUTTER / I 2 EXISTING ~INCH WATER MNN & INST/v.L 22.S'BENDS R.C.E, ND. 46214 1-1~-~1- BY DESCRIPTION APP'D DESIGNED AC DRAWN 26+50 27 PROTECT IN' PLACE EXISTING MONUMENT ------,:::1 __________ "_._. "'_"" -:~-- <c,~,. I 1' i ' ,, -----I t +-- ., ' ,._,, --, 27 ' ' : r L :,j ', ' ' l ,-. 'I I, I - I 1 i C\J "<:j- lri C\J + I'--- C\J <:( I-. V) '° I-. ltJ ltJ ::r:: V) 56 ltJ ltJ V) ltJ < --J ::r:: Cl I-. -si:: ~ C-3644 SEASHORE DRIVE WATER MAIN IMPROVEMENT STA. PLAN 20+73.00 TO ST A. 27+25.42 AC CITY OF NEWPORT BEACH W-5303-S PUBLIC WORKS DEPARTMENT SHEET 5 OF l3 ,:; SC 06/22/04 J ----------------------------------------------------------------------------------------------------------.L-------------------....JL.... ___ .;!;.L...._...::;:~~L..------------....1.------..Jt: REVJSIONS CHECKED DATE k\l'lan ~)hP.Pf-4 rl~n 11/D~/2004 07 53 55 AM ' ..... v \.0 0 0 0 0 0 0 0 56 -.-r . ,-' --~ ·------------·-------_,_, 56 R/W EXISTING CURfl & GUTTER,-i ' ' EXISTING SIDIJ,W ALK I ! CONSTRUCT/ON NOTES CONSTRUCT 8-/NCH DIAMETER C-900 FVC WATER MAIN /SDR-14! PER TRENCH DETAIL ON SHEET 2 REMCNE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTA!J_ A NEW I" METER SERVICE PER CrTY STD-502-L REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTA!J_ A NEW 2' METER SERVICE PER CrTY STD-503-L INSTA!J_ 8' X 6' DUCTILE IRON TEE /FE X MJJ INST AJj_ 8' X 6' DUCTILE IRON TEE /FE X FE! INST ALL 6' CLASS 150 /FE X MJJ RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CrTY STD-508-L. STD-510-L-C, A/ID STD-511-L INST AJj_ 8' CLASS 150 /FE X MJJ RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L --C, AND STD-511-L INST AJj_ 8' CLASS 150 IMJ X MJ! RESILIENT WEDGE GATE VAlVE WITH VAlVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C AND STD-511-L ~----+--f,,. -·--- ---··----_,,.,-,----~, L .-/ 56 \-i h ' : ,1 :1 '' 0 CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOIE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W.16TH STREET @ INSTA!J_ NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHA!J_ BE JONES J-J700R @) CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN /SDR-14! PER TRENCH DETAIL ON SHEET 2 ABANDON EXISTING WATER MAIN IN PLACE INSTALL 6" LONG BODY TRANSITION COUPLING /FVC X /JCPJ INS/ ALL 6' (f-E X MJJ DUGI/LE /HON ADAPTER REMOIE EXISTING WATER VALVE l 1 REA/0/E EXISTING WATER SEW/CE LINE FROM THE EXISTING MAIN TO THE WATER METER, INSTAJj_ A NEW I' METER SERVICE PER CITY STD-502-L UTILIZ//1/G EXISTING METER BOX AND CWER R/W EXISTING CURB & GUTTER ------------------ - -----------· ----·--·-•·--·---- - -------------- ' ' ' : ,i ' ' ~-~~·:_~;J' -·' ! .. ":•. ··•{i --!::; "/ ( ,_ .- ',11;''.--------~ ---=~---------.--+----.--··-----···--· ··--·~1 . f----_ V) :'.t f----_ Lr) Lr) ® REMOVE AND REPLJCE 4' PCC SIDEWALi( PER CrTY ST0-180-L @ REMOVE EXISTING CURB ACCE$S RAMP AND CONSTRUCT PCC CURB ACCESS RAMP ' ; ' - -- ----! rl--- : r t-, .... -__ ,,,'<_., ___________ ··: t 2 ' ' ' !--r ·- ' f"; '.--.---, ... , ' l I F f//W I,\ ~,,_,_ EXISTING CURB & Gl!TTER • ----.. l-._i;l ------· --- ------·-----------t-------·,'+ I --··---h -~----~--·----"•---•···•·--· ----• --··----·---•··-------------·•----·•t·· -·--------1 l l -r-j i ,·, i 11 I , '.-j 1 :f f·f-1 i ! ,., I Ii i Yi I., EXISTING c/148 ,, i I I ! & GUTTER I! i JI/ , '•) ,~ l 1--t-,,'1'•,,--'r--EXISTING ~tcy:~ALJ( ~.•.• .. • '1ii,.' I'1!-i ,,,'(i. tr i,!.l -·, lq ;f·,; f-ff'--i \{OFE S; ,,,_~'--J -z rn , rn £ 9/PJ/04 REPUCE WATER SER,//CE I SfiTH sr TO 4TTH srJ 5 C:::.. APPROVED t---t---+----------------t---1 / 462 I 4 ::o S E !NE R.C.E. NO. __ 46=2=14~_ I2-31- CIV\'-- CA I,_\ DA1E BY DESCRIP1ION APP'□ REVISJONS DATE 1-lt•O'r DESIGNED DRAWN AC AC CHECKED DA1E SC 0q/16/04 ' ---·------,.=,-J.,...,,.....,.,.--=a,c. 2 I i i I i ! -r C-3644 SEASHORE DRIVE WATER MAIN IMPROVEMENT PLAN ST A. 27+25,42 TO STA. 40+25.35 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5303-S SHEET 6 OF 13 \.D ~ ::t:: VJ lJ.J lJ.J VJ lJ.J <: --..J ----_:.-~---3--~--- / ----~ ----·-. ,_ l:,;..._ -~-.,-:2 - ' •, l " • ."', ......... , .. ,. ·-r-. I-,·''' ,' ... ---.-------~-;,.,ri"""-•------=-±·c-=1-,-·=-··±c,_'--_ ,.1 56 ,, 'I .' ' ' f I / I I i If-✓ .' ! ,'I I ·'I/I I ' ' h --; [I] , I ' Ii i I " I I I . I JI 2 '//; f i : 0 0 0 ® 0 0 CONSTRUCT/ON NOTES CONSTRUCT 8-INCH DIAMETER C-900 FVC WATER I.INN !SDR-I4! PER TRENCH DET NL ON SHEET 2 REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING I.INN TO THE WATER METER AND INSTALL A NEW I' METER SERVICE PER CrTY STD-502-L INSTALL 8' X 6' DUCTILE IRON TEE !FE X MJ) INST ALL 8' X 6' DUCTILE IRON TEE (FE X FE! INST ALL 6' CLASS 150 !FE X MJ) RESIUENT WEDGE GATE VALVE WrTH VALVE BOX AND RISER PER CITY STD-508-L. STD-5I0-L-C, AND ST0-511-L INST ALL 8' CLASS 150 !FE. X MJJ RE.SIUENT WEDGE. GATE VALVE WITH VALVE BOX AND RISER PER CrTY ST[J-508-L. ST0-5I0-L -C, AND ST0-5II-L 0 CONSTRUCT THRUST BLOCK PER CrTY STD-5I0-L @ RE.MOVE.. E.Xl:jTING FIRE. HYDRANT AND RE.TURN TO THE lfT/LrTIE.S YARD AT 949 W. 16TH STREET . \,,ur1k\Plan 3heec 5 dgn C9/23/20J4 0~ OB El ,I\M • • .•••• ...••...•.. •. • . • - . . • ..• • . > • , ,ccSE-ASHfJQE-0=, .. . . . 4: . , · \ :JCC-®~-.2-•1 : : I R/Wi •• I ' f i E.X1$TING CURB i', &I G/.(TTER , i .EXISTING SIDEWALK , I i ! i tn ::t:: 1--.. a-, 'St- -~--~-~--·----""·-------··· @ INSTALL NEW FIRE. HYDRANT ASSEMBLY PE.'{l crrr ST0-500-L. FIRE HYDRANT SHALL BE JON£$ J-3700R INSTALL 8"/FE X MJJDUCTILE IRON ADAPTER CONSTRUCT 6-/NCH DIAMETER C-900 PVC WiATE.R MAIN (SDR-14! PER TRENCH DETAIL ON SHEP' 2 ® ABANDON EXISTING WATER MAIN IN PLACE @ INSTALL 6' LONG BODY TRANSITION COUPLING !PVC X ACPJ REMOVE EXISTING WATER VALVE RE.MOVE. EXISTING WATER SE.RV/CE. LINE. Ff?()M THE. EXISTING MAIN TO THE. WATER METER, INST ALL A NEW I' METER SE RV/CC PER CITY STD-502-L IJTl~IZING EXISTING METER BOX AND COVER RE.MOVE. AND RE.PLACE. 4' PCC SIDE.WALK PER CITY STD-I80-L REMOVE. EXISTING CURB ACCESS RAMP AND CONSTRUCT PCC CURB ACCESS RAMP , i I 'l' I I I I :r i I SEASHORE ·sq f)R I ' ' I i I I / ! l.i . ' I ' (! I // 'I /l. fl,.· ••1 56 'i. -i :' I ;-, I /, ' /.' !/ _(1 • I /. ·-::.:· ff'.:-:; -+- ' i/ :;· ./ ! •• !'·' ' ! ! _.' ,' '~- / I • ' ! ;EXISTING CURB .....L~.....L-l<-,;,/ ' .. ···/' .'···.·.·./ .····/1',/ / & /JUITER •I;' . I EjXISTING SIDEWALK/ t+I • I ' 'I ' /. ,' // / I ' / /: • / I / -----------_-9;::, ' .. J, ' I //-/ / I I ' ! ' : I I i I, j I r i I / ' I i 56 C-3644 fl--, 9/21104 REPLACE WATER SEW/CE r 55fH sr TO 41TH ST! ,Sc. APPROVEO SE ASHORE DR /VE WATER MAIN IMPROVEMENT . . . -~46=2=14~_ OATE __ =•~/~~~•~o_+~-- DATE BY DESCRIPTION APP'□ DESIGNED AC DRAWN REVISIONS CHECKED DATE SC 06/22/04 PLAN STA. 40+25.35 TO ST A. 53+13.95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5303-S SHEET 7 OF 13 I'-- 1--lJ.J lJ.J ::r:: V) lJ.J lJ.J V) lJ.J <': -.__J 0 0 0 0 0 0 EXISTING CURB & GUTTER 54 -·~--------·-·-·---------- i/ l . "_.,. c,;._ I ff .4 I: t! /1 f ; I ; i I! I 55 __ .,,.-- •••. ··•--r '---.-0 -----"---.---.-----• -·-· T",'."" ----·----~:·'~------,:~-::~-~:"'."_'."'."T''_' 13 12 . 2 '. i 2 i , ,, • i . .1 RIW 2, -L1,-J 1 I , ' ' I ' I 2 2 ' 2) i J! , I I I -:j, ; llf: 1' ,_,, .1 , 1 _, (, ' i I I ' I fr· I I" 1 . r I /! ,r ____ J_ ___ _ /1 CONSTRUCT/ON NOTES CONSTRUCT 8-/NCH DIAMETER C-900 PVC WATER MNN (SDR-14! PER TRENCH DETNL ON SHEET 2 REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MNN TO THE WATER METER AND INSTALL A NEW I" METER SERVICE PER CITY STD-502-L INST ALL 8" X 6" DUCTILE IRON TEE /FE X MJJ INST ALL 8" X 6" DUCTILE IRON TEE /FE X FE! INST ALL 6" CLASS 150 /FE X MJ! RESIUENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C, AND STD-5/1-L INST ALL 8" CLASS 150 /FE X MJ! RESIUENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-5/0-L-C, AND STD-5//·L @ @ @) @ @ @ ® : ,~n \; I INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R INST ALL 8" /FE X MJ! DUCTILE IRON ADAPT EH CONSTRUCT 6-/NCH DIAMETER C-900 PVC WATER MAIN ISDR-14! PER TRENCH DETNL ON SHEET 2 ABANDON EXISTING WATER MNN IN PLACE INST ALL 6' LONG BODY TRANSIT/ON COUPLING (PVC X ACP! REMOVE EXISTING WATER VALVE '1 ' j 1'./ / : /.' i • ! , i EXISTING CURB I I ' ; i, I I ,, ! & GlfTTER ' ; [ j I ( :· J : i ,c:·; .,' I I 1'. '. I I I Ii! ' ' . , i i " f ' : I j f i / t ,! / 11 ~ I' ' f' 1 -; -' l , r, • i I --Ii i ', ! I: ,, • ,.:,1 1 i : I( I I. ' : r> i I I I ! , " 0 CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MNN TO THE WATER METER. INSTALL A NEW I' METER SERVICE PER CITY STD-502-L UTIUZING EXISTING METER BOX AND COVER ® REMOVE AND REPLACE 4" PCC SIDEWALK PER CITY STD-180-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT PCC CURB ACCESS RAMP I[ .. EXISTING cunfJ & G/JTTER . SEE DETAIi, D , /' ·,'t 'jt•; -~--· _, __ -~~~Lc:;:~~-~=~~J -~ ~! ;",,, ·----- No. 46214 Exp. 12-31-06 u>,,_ "'1-0 ·7·· f. 58 i 1,1 , I ri· .J RIW EXISTING CURB I' I I I I ' \ r-,_-L cc, ', I! ii \, , , i ~----------__ J _______ ·- ··\ <~. ---==tr---c " !, 11 i /tJ " ii r-· I 2 ~ ,------iii:' C-3644 □ ,---,----,------------------,---..-,A""P""PRO,-VE"'□,----,-----"T"--------------------1...;....;;.;;_..;.~ !!I SEASHORE DRIVE "' WATER MAIN IMPROVEMENT ~ iwf..1--""'":..:...-1---------------------------1 ~ PLAN STA. 53+13.95 TO STA. 66+11.95 ~ ~ m >· tl l---+---1-----------------+--+===-----r-==~---t------------------,----------1a DESIGNED OOAWN CITY OF NEWPORT BEACH w-5303-s ~ DATE BY DESCRIPTION APP'O AC AC 1---------1 LI REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 13 w L------------------------------------------------------------------------------------------------------------------------------------.L.-----------------:----------.L----...;s;;c._ __ .;0;;6;;.l;;;Z2~1.;;0.;.41... ________________ .... _______ __, t: \ ' • ::: • .. .,, \ \ I I I I Ii I Ii I REMOVE APPROXIMATELY f1 L.F. OF EXISTING 6"W(ACPJ EXISTING 6"W/ACPJ 18 II 5 I ..,i ,__ ___ iD'_-fl' ____ .., ' END CONSTRUCTION ST A 70-43.60 J EX/STING 6"W(ACPJ ------ O====B's:===-! -========-3 SMH r= !I !I !I I 12 /3 .-·-··-··-··-·· : ~ DETAIL G NOT TO SCALE CONSTRUCT/ON NOTES ~. _:-,:; '--,\-. II 4 ·, '1' -' ---=-=-=-.. -:-:.c)-l. ----------' ! : 'j, ---t" I· -:-."~- BEGIN CONSTR~/8~ =i ST A /0-00/J0 I I I. REMOVE AND REPL;,cE EX/SI/NG WATER MAIN WITH ! ' \ ' 0 0 CONSTRUCT 8-/NCH DIAMETER C-900 FVC WATER MAIN (SDR-/41 PER TRENCH DETAIL ON SHEET 2 0 NEW 8-INCH DIAMETER C-900 FVC WATER MAIN (SDR-14! 0 0 0 REMWE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW I' METER SERVICE PER CITY STD-502-L INSTALL 8' X 6' DUCTILE IRON TEE /FE X MJJ INSTALL 8' X 6' DUCTILE IRON TEE /FE X FE! INST ALL 6" CLASS /50 /FE X MJJ RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C. AND STD-511-L 0 CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT ANO RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R (0 INSTALL 8' /FE X MJJ DUCTILE IRON ADAPTER ® INST ALL 8' X 6' /FE X FE! DUCTILE IRON REDUCER PER TRENCH DETAIL ON SHEET 2 @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE. VALVES AND APPURTENANCES @ INST ALL 8" LONG BODY TRANSITION COUPLING (PVC X ACPJ @) CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-/4! PER TRENCH DETAIL ON SHEET 2 ABANDON EXISTING WATER MAIN IN PLACE INST ALL 6" LONG BODY TRANSIT ION COUPLING (PVC X ACPJ @ INST ALL 8", 45' DUCTILE IRON BEND (MJ X MJJ @ INSTALL 6"/FE X MJJDUCTILE IRON ADAPTER @ INST ALL 8', 45" DUCTILE IRON BEND /FE X FE! @ INSTALL A TEMPORARY WATER LINE TO SERVICE HOUSES WHILE EXISTING WATER LINE IS OUT OF SERVICE ' ' I f::,,<C - --c, - _ _; I, -·- I' i \ '' I! I 1!1' I ;, 1/ ii I '/ : .' ' ,, : '; I: i ·-1" i. 'i I I -·.·1 ii ' ! ,,, i ' ' " , I ! I ! I " 'I I 2 ' I : i I I r I h VJ h ~ I'<') @ REMWE EXISTING WATER VALVE @ REMWE AND REPLACE 4" PCC SIDEWALK PER CITY STD-180-l I I I ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT PCC CURB ACCESS RAMP I ,, ' i I I I I I I \J ·=· c-:c:.c:·--8';_,·,J-=.:~ .. .:.:... .~ -., .---,·.~. -.-.~----.c. ., __ --•. _. ___ ,c. ·--, _._ ....... ,. . _ -'••'-"°'"-•"'".C-'".C-,OC:.c=•c-,;-• .. -o•=~--'°'~--C'"~ .... •.: ..... ~'"[ -.-.. .;. ____ -,_ ••-•· -•••-•-••••••··" ,. I I I I I ' ' I: I. I ,, ·r· 1--VJ f5= ~ ' I I ! I /_. I I I Ji J. s, / ,...,,. z: m m 46214 :u 12-31-06 ~ CI V I \., o"<-""' OF CA U' OJ.---{/2 13 / h- (T) ::t: h $s h VJ ::t: f'.c__ C) r-,, I I [ I,. ' '' • I I d \ I ' I , [1 !; • Ii; !i ; I I , I . ·---· '' ·--· ... --,_ ·----·····-=::.__:;:;--,___ ·--'.'----··--·--·---_, -j>~-----··--·-·---------( ,--·$ ·,,';,'/ l~,:.· .,_ , ---------------------------- ! i / I i I I _.l. )1,--~/. "·----r:·,5:.-r' I I I I I. I ----, ----------EXISTING ,, .. A !J''S i -.: • /'---·--·---6"WIACPJ - -;:: ),~=~~----J --~~; ,-:·---·--:--.-~~--_---~~ -,. -:·-:-·-•~,--.c-,•·c i I 2 1 END CONSTRUCT/ON , I i SIA 14-02:19 I ' 1 1 l / ,------, ~ C-3644 is .---,---.------------------,,--..,..-A-PP .. R-OV_E_O ________ ..,.. __________ ...., _________ ._ ___ ---t ~ SEASHORE DRIVE ~ WATER MAIN IMPROVEMENT l'c ~ 46214 1--------------------------,l" PL/l.N ~ ST A. 66+11.95 TO ST A. 70+43.60 & ' ~ ST A. 10+00.00 TO ST A 14+02.79 [.] ~ l---t---+------------------jc--➔-----~-D-RA-LI-:--N---➔----------------,----------t iii! DATE BY DESCRIPT!ON APP'□ DESIGNED AC " AC CITY OF NEWPORT BEACH W-5303-S e;: t---------t u REV[SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF 13 ':3 SC 06/22/04 L..---------------------------------------------------------------------------------------------------------------------------._ _______________________ ...., _____________ ...., _________________________ u: , ~ .. ell -I > (/'I • s ""' ,. :It -0 • • • ~ 0 C' ; .. -!!.: --• ~ JS • z , .. 0 ~ • ~ ~ :::.Jj .,a.~-- i I fi ____ _ I I I I '"\ (.') I I I I I. I I I I I 10 '.0:: !Cl 70+50 pEE DET /J.JL .A/ ' • ON SHEET 13 ! / ,/ I / / ··, ! ' ·, \ \ .J __ < 30 18 4/ Ii i j . ! i 0 11 ' <: I i i ,' i I 1/ ' ';• ' 'j \ ,! : i . ; '··'· -1)/ ' ' \ \ ' 11+50 53 i t SQ ::t ' ' 1-l.. ~ S+l (;) ' H-\,1) lJi.J '+ N 'I J: ' 'Tl G) !!! l•i II I,, 'II ' ''I iii iii :1'1 I, iii i'j ,1, :ii iii i,! 'II ,1 ,1, i,j II; -• N :i 72 + SCALES HORIZ: I"· 20' VERT: I"· 4' , I .J rA I Ii I ~ I I I I i I Ii I Ii I Ii I Ii I ----~=--7 ................ • ... · . --, ' ! . . . + Ii I Ii I Ii I Ii I Ii I Ii I UJ 6✓-6# • 0 33,,-e CONSTRUCTION NOTES INST ALL 8" CLASS 150 /FE X MJJ RESIUENT WEDGE GATE VALVE WITH VALVE BOX ANO RISER PER CITY STD-508-L. STD-510-L-C, AND STD-511-L CONSTRUCT THRUST BLOCK PER CITY STD-5I0-L ~ 3"-6" /2'-0' m 21'-6' 0 0 REMOVE AND REPLACE EXISTING WATER M/J.JN WITH NEW 8-/NCH DIAMETER C-900 PVC WATER M/J.JN /SDR-14! Ii I ~ ' I! I 12'-6" I t /9 I' I ~ I Ii I /9 Ii I t 11 [._ EXISTING UJ B'W/ACP! DETAIL J NOT TO SCALE I I i I I i I i I I i I I i I I i I I i I I i I ~ ~ I I I I i I I i I I i I I i I I i I w !+--RIW ,.__ _______ ,___CURB & GUTTER ----.--EXISTING SIDEWALK l..---··-··-· ·-··-··· PER TRENCH DETAIL ON SHEET 2 @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES AND APPURTENANCES @ INSTALL 8' LONG BO[Jf TRANSITION COUPLING /PVC X ACPJ ® @ @ @ @ 0 @ ® ® INST ALL 12' CLASS 150 /FE X FE! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-5/0-L-C, AND STD-51/-L CONSTRUCT I2-INCH DIAMETER C-900 PVC WATER M/J.JN /SDR-14! PER TRENCH DETAIL ON SHEET 2 INST ALL 12' X 8" /FE X FE! DUCT!/£ IRON REDUCER INSTALL 12' DUCT!/£ IRON TEE /FE X FE! INST ALL 12' /FE X MJ! DUCTILE IRON ADAPTER PROTECT EXISTING TREE IN PLACE PROTECT EXISTING WALL IN PLACE COLOM/LL EXISTING AC TO DEPTH OF 2-INCHES AND CONSTRUCT 2-INCH ASPHALT OVERLAY REMOVE AND REPLACE EXISTING COLORED STAMPED PCC PAVEMENT REMOVE AND REPLACE 4" PCC SIDEWALK PER CITY STD-180-L ,---.---,-----------------.,..--T""A-P-PRO--VE"'□,----..-----.,.--------------------------1 ii SEASHORE DRIVE "' R 46214 C.E. NO. DATE 1 • ,i • o't WATER MAIN IMPROVEMENT ~ 1---------------------lffi r ~ "' ;;i r PLAN & PROFILE ST A, 10+00.00 TO ST A. 11+98.00 DATE hl l---f---1------------------+--+--=----,~-cc-----f-----------------"'T----------icl CITY OF NEWPORT BEACH W-5303-S ~ DESIGNED DRAWN BY DESCRIPTION 1---------t'" APP'□ AC AC REVISIONS PUBLIC WORKS DEPARTMENT SHEET 10 OF 13 i1j L-------------------------------------------------------------------------------------------------------------------...1. ______________________ __,, ____ ...;;;;... __ ===L---------------•-------G: CHECKED DATE SC 0B/05/04 t ~ " ..I , 1 • • -~ -... ~ 4 ~ 4 ~ ' • C 0 l 0 / 0 0 0 -----f------' , ___ -:._7_ ~ -/ + I -~-t'· 59TH J_ ---7 ·-· -·-··-·-··-:. -·, ----··--------. ,. ,_ j! . ,, ;, ii )I / .· f : ' . ------.. ------- . --1'2· \~_ ------------- -,'---(y_---t- ---------I._ -----------~1 ~--- H CONSTRUCT/ON NOTES 1--'-l-' • (:('. iJ) INST AI.L 8" CLASS 150 {FE. X MJ! RE.SIUE.NT WE.OGE GATE. VALVE WITH VALVE. BOX AND RISER PE.R CITY STD-508-L. STD-5I0-L-C, AND STD-511-L CONSTRUCT THRUST BLOCK PE.R CITY STD-5I0-L G:: Cl liJ G:: C) ::r:: (/) s::r.: liJ (/) RE.MOVE. AND RE.PLACE EXISTING WATER MAIN WITH NE.W 8-/NCH DIAMETER C--900 PVC WATER MAIN /SDR-I4! PE.R TRENCH DETAIL ON SHEET 2 REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES AND APPURTE.NANCE.S ~\. L-y; ' ! FOR PLAN & PROF//£ OF , PRbPOSE.D I2-/NCH:WATE.R MAIN 1 SE.E. SHE.ET 5 EXISTING S/DE.WN..K 1#--'-'I--""--EXISTING CURB & GUTTER . ' . I WEST NF"\MPORT PAR)< \ \ ' ·\----f' \ ' \ ·' ,-"1' INST ALL 8" LONG BODY TRANSITION COUPLING /PVC X ACP! 11 jj_ INSTALL l2'CLASS 150 /FE X FE!BU7TERFLY VALVE WITH VALVE BOX AND RISER PE.R CITY STD-508-L, STD-5/0-L-C. AND STD-5II-L CONSTRUCT I2-/NCH DIAMETER C-900 PVC WATER MAIN !SDR-I4) PER TRENCH DET NL ON SHEET 2 INST ALL 12' X 8' /FE. X FE.! DUCT//£ IRON REDUCER INST ALL 12' DUCTILE IRON TEE /FE X FEJ ' I II ® \ \ \ \ I I \ ' ' ' \ 11+50 . \ \ I I_ / I . I !• I I I I './ I , INST ALL 12' {FE. X MJ! DUCTILE IRON ADAPTOR PROTECT' EXISTING WALL IN PLK:E INST ALL 12', 22 1/2' WCTIL£ IRON BEND /MJ X MJ! COLOM/LL EXISTING AC TO DEPTH OF 2-INCHE.S AND CONSTRUCT 2-INCH ASPHALT OVERLAY 12 REMOVE AND REPLACE EXISTING COLORED STAMPED PCC PAVEMENT RlfMOVE AND REPLACE 4' PCC SIDEWALK PE.R CITY STD-I80-L HORI Z: I' 0 20' V £RT: I" 0 4' 12+50 ---RIW \ 13 END CONSTRUCTION ST A. /2•44.90 z rn rn :a:, rA Ii I /9'-10' I I ~ II I i I I i I I i I I i I 30 Ii I I Ii I Ii I Ii I Ii I Ii I Ii I Ii I UJ m I i I ~ ~ I i I I i I /8'-(J' m 5'-(J' I i I 13'-0" 1.1 I i I I! I 8'-6" I I i I ~ /9 OJ I i I I i I ~ I i I 31 I i I E.ND CONSTRUCTION -1 I Ii I Ii I 's: Q) ~ 31 19 ST A. /2•44.90 I I I I I I I I I I I I 11 L EXISTING W 8"W{/JCP! I I I i I I i I DETAIL K NOT TD SCA/£ RIW CURB & GUTTER EXISTING SIDE.WALK 6 l ffi r 'i' w .-------1> C-3644 ~ r---r---r----------------,---r,==,-----,----"'T"-----------------....L..;;...;.;,;;_;..;.-lw APPROVED SEASHORE DRIVE I WATER MAIN IMPROVEMENT !/! 1-----------------------------------"""" I!' PLAN & PROFILE STA. 10+00.00 TO ST A. 12+44.90 'i' ' ~ &i i------i------i--------------------r----t--------,-------t--------------------~---------~..., DESIGNED OOAWN l,! DATE BY DESCRIPTION APP'D Ac Ac CITY OF NEWPORT BEACH W-5303-S 's 1-----------t u REV!SlONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 11 OF 13 w '----------------------------------------"--------------------------------------------------------------------------------------------L----------.:.;;~.:.:.:=~----------.L ____ ....;s:;cJ.. __ ,!e~s~1o~s::,10~4~-----------------L.....:::.::::::.:..:.:..:...:::..,.J ~ • I ( EXISTING 8-/NCH CAST IRON WATER MAIN I ~ OJ - 501 503 507 I EXISTING 6-INCH ' -_ 1 _ -'v-SEE DETAIL M CAST IRON WATER J--FH A I ~ I ', , 1 ON SHEET 72 • 1 1 / I ·y~ ""-. I :I I MAIN /// I : '-.'-.'-"l,/1 I R!W ii I I 509 509A I 511 I I I I I / 1 8 I ' , EXISTING ;1 1 I • I 52 ' 6"W(CIP), '1 2 I '621 ~ I I ~. R/W EXISTING CURB & GUTTER EXISTING SIDEWALK --- I I I I I I ' , I ~ I I I 0 ! I I MH p _J D 0 x;:i / '1 ppc __/ -i=, . \, ,-~~ - - - - - -~ -sco~,r_-_-_-~_\":;_;--:_=\=_=-:~:--:2_:'lj:.:,1,!1: - ---ff'-o - - - -1~-::<::=:c-;-==s=--;12F~-r1--:_1---.~-t'rr-'----:\ - - -_P .... P.,.__ - -----__ ®2:("'_s©c20 jpp I ~: i: 3 @) ' ~ J END CONSTRUCT/ON! I 8) • lJ. r,.J->'-" 11 SCO() T SCO y -'-1y fl __ SCO----=-=--~-:--~r:::_-_:-:_~~:--:_:-:_-==t=---==---:'~,"~l:I/~,~7"+-Hs~T~A~.~72~+~4~0~.0~0~'!:}l_~I' --6"W -7 ~ .::. I I t I M ~ 1!' 'I -®i t -6"W - \--s"s-+-------sMD--_I __ B"S---sco6--sco-1~6sco--~---s"s------ ' B"s S:._ o " ' --~~~--!?p--SM-;;-1 \s1/ EXISTING 6-/NCH CAST IRON WATER MAIN \\_\_..c·~-~7=---, 1 1-, BEGINCONSTRUCTO~ .-------~------Qr _____ 2 __ _ SCO------6s~~-~--S::, -i(--sco6~------1----BS~C06 ____ ---------B"S--sco66sco ____ ---8 "S » I --1--~,-B"S- I • _s_T_A_. _10_+_00_.o_o_ , / r-r - - - - - ----r---(2) --- • - --- --- --®I -r-~ -----1-r---~~--~-------------#--=..--,,/(__ Qol : : ' '-. 1 I / / 2 1 1 1 -------t----1-----, <,: I I I , 1 1 I---// 1 ALLEY 256-S ' ' R/W-J ~ 1 1 1, --->--1----½r I I I EXISTING PROTECT IN PLACE EXISTING --~ ~ 1 1 2 I I I I I I I I llJ ct:c.i_J 1 1 1 6"W(CIP) DECORATIVE LITHOCRETE DRIVEWAY I I I 1 1 1 APPROACH. ANY DAMAGE TO APPROACH I r--I I I I I I I 1---I I I SHALL BE REPAIRED BY CITY AT THE LlJ I U) i--t---R/W EXPENSE OF THE CONTRACTOR I UJ i----+--+--EXISTING CURB • , 1 7 Q' I I I I i\\ U) & GUTTER • , , I f...._ I :. • I I I : U) r I I I I I I I I :: ~-+-+---EXISTING SIDEWALK ~ a , , , , ~~1 I i~ I I <( i 500 i 502 506 j 508 i 570 i ~ i I 504 I I I I I I ~:~\ I I o_ I / : \---PARKING LOT ~ 813 ' I I 875 EXISTING 6-INCH CAST IRON WATEH MAIN " I f vg"' i : • ; / / / BEGIN CONSTRUCTION ,------, : I I , ·. ~ ~ r-x--x--x--x--< ;;r,::;;~:~~iR : ~~, i EMH[4 I ,,• ~10 , I ,, / CATV ,f ',, I ~ I , VENT I x--x__lx--x--x--x--14 1 /, ,, ,. 1 I = -x--x x--x--x--x--x-x--x--x--;,< x x--x x--x--x--x--x--x--x--x--x--x--x--..... ____ ....,. ___ ~...,,-..a..._ / I _J , " ,. --= ► -CATif..----PF/ lj!' • --. '"'II -.---e ---------- I ; I I I / I / I I ✓ ~/ , _ _,,, I I I Lu I I I I I I I I I I 901 MA/~ I,,---·-, I I; \ 17 0 II I L 2 T 17 2 /II -G~,S)ATIL,,-:1=.J -__ -_---,_-T"""'._-:-a"" CATV==I =:!'wv==== ---G------CA _: _ _ --G------------G __ CATVo_ pp ----------G---------12 _____ -G-WM WM _ /G_l_f' __ -----6 w,=i1K9--i--~+.-.:....--++..:.:.....;i....,_ __ __,.11.n-...:.:.;:..........,,.W@-1P+-....L--....::=.--,,-------.....J.....L...-r+~+.......::i+-+.....:.:.,_:..:: __ ...J.. ___ .::.;::..::;:.;;;;;..:a:..;;;;. _ __,~~--=---....;.:..::.::.... __ ....:;;:_....;.;;;;..;::..::::..:;:..::.::..::....+----:..::.::..:;;;i,;~~:..::_;;J.::;.;:;:..:::..:::..:::..::.::.i:;:i.::;:.;;::..:;:..::..::..::rt:ii:: r;;/ --1 ---=i-i t\w~AU~T E---\1 ---=--t--SMH I-:---~--==1-·1~ ;=---=-==--=-=-=-- - - - --=---~-1:...__ --=-=--=-➔!---- - - ---£.=._-- - - - - - --=F-f=-- • -OEMH-=~, ----=---===--=-=-----=--===-- -..L____ ___ ----WM's -_ -----oco __ E __ -c+'<C-1 ----,, : -1-6"W(Cf PJ _ -_-: ~ -7-' s '~ -:-/ r -r T 7--' s --,----:t-1 t-rl ====="<":'"""-~cl"'o~o-:::::-'~W~M~::,;-,::8::,;',::'S-::a.-~~~=f===l=::;;;;!==:;;.:,G!!4!M~1,.._...11.--8_"s_ -__ - - - -co 0---WM WM WM2 --co 8"S -,,l;7eWM -_-1--- - - - - - -8"S -WM - - - - - -_,,.,_..._.,.__ -8"S - - - - - ---=-+-,15 i 50 ~ ! : Foc ~ I wvj, I ... <·:: .. 1 2 2 r--= __ ~wv7 1 II I II ALLEY 256 V ENO CONSTRUCT/ON y SEE DETAIL N R/W -i\\ STA. 12+55.00 ON SHEET 12 I • EXISTING 6"W(CIP) FH R/W --~ FDC R/W----__,, EXISTING CURB & GUTTER EXISTING ---fl--1 SIDEWALK EXISTING 6"W(CIP) EXISTING CURB ---+---i OJ I I U) :r: EXISTING SIDEWALK ~ & GUTTER ! 1 U) I ~~ U : i : < ~ i 106 :~-EXISTING SIDEWALK---+--, I I : :Lu.II~~~~~ : I i ~ I ~ '"' 008 '" "' l "' / C i :,: 91-0" ,..1,,__ __ __...,{17,_.,,___ EXISTING 8"W(CIP) ~ OJ 49 3 CONSTRUCTION NOTES 0 REMOVE EXISTING WATER SERVICE LINE FROM THE 0 REMOVE ANO REPLACE EXISTING WATER MAIN WITH ' 0 _, 0 -0 I i,.., 0 _, co I Lu ' ~ j ' w ===l!!t:;=17 ~]'4---""---'.__.,9 52 17 5/¾~N,<?: i:;-~:~E;irc~~~R c~i;E:Ti~~;~STALL NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SOR-14) PER TRENCH DETAIL ON SHEET 2 =-· 8 11S===-.. --=, _-_-_8 s-·-= @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES AND APPURTENANCES -:]'' -· '-'\---EXISTING - 900 8 ~ 8"S===- 0 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER ANO INSTALL A NEW 2" METER SERVICE PER CITY STD-503-L 0 INSTALL 8" DUCTILE IRON TEE (FE X FE) @ CONSTRUCT 6-/NCH DIAMETER C-900 PVC WATER MAIN (SOR-14) PER TRENCH DETAIL ON SHEET 2 R!W 111 8"W(C/P! EXISTING CURB ---,,-----~"---I I & ;; ~ R/W EX /STING CURB ---,,----a..i & GUTTER EXISTING SIDEWALK r BEGIN CONSTRUCT/ON r7_,r1.,_1,r18·:-s 8-INCH WATER MAIN ST A. 10+00.00 DETAIL M NOT TO SCALE 0 INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STO-508-L. STO-510-L-C, ANO STD-511-L © INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY ST0-508-L, STO-510-L-C, ANO STO-517-L @ CONSTRUCT THRUST BLOCK PER CITY STD~510-L @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8" X 6" (FE X Ft) DUCTILE IRON REDUCER @ INSTALL 8" LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL 6" LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL A TEMPORARY WATER LINE TO SERVICE HOUSES WHILE EXISTING WATER LINE IS OUT OF SERVICE No, 46214 Exp. 12-31-06 -"'" OVI L. ()''- CAL.If & 11/19/04 ADD ALLEf 256-V TO PROJECT & GUTTER ~ a:, EXISTING SIDEWALK I I -4Jj 1' ffi DETAIL N ~ NOT TO SCALE "' _,,-,,,__✓ r-~~--1 ~ ---C-3644 SEASHORE DRIVE I WATER MAIN IMPROVEMENT "'- ALLEY 256-S & 256-V I -f-===---,-=~:----~t--------------,--------1 ~-- CITY OF NEWPORT BEACH W-5303-S :; r--------, PUBLIC WORKS DEPARTMENT Af'PROVED UTILITIES ENGINEER 46214 R.C.E. NO DATE Af'P'0 DESIGNED DRAWN AC N) CHECKED DATE REVISIONS SHEET 12 OF 13 ~ ,__ ___________________________________________________________________________________________________________________________ __, _____ .;;;;. .... _....;;='"'""' ..... --------------""-----~"- SC 06/22/04 ~ua V1lla[Je !,l]e,; 2002 FOR~ 11/19/2001 02 H 31 1--'M - 18 30' r-___, i.--~ EXISTING B'W(C/PJ EXISTING 8'W(ICPJ ~ -/~ :i12' r: 31 ~ v---_,-._ 33 II CURB FACE DETAIL A NOT TO SCALE 30 --------------------------------,--·+----. RIW_J ails Sheet 12.d£n Jl/1C,20Ccl 03 115 21 PM EXISTING 6'W(ACP! -----fl If/ It'; DETAIL C NOT TO SCALE CURB & GUTTER c__ CURB & G/ITTER 7' EXISTING m 6'W( ACP! ti/ Iii t 'fl 23 -.:·,,--._ i'/ II 5 m /·~ EXISTING B'W(ACPJ 55 8 25 8'W(C/P! 30 25 2 2 ®---1/1 EXISTING __ f:L -8'W{C/PJ --->•-¥EL _____ L_ B'W ---------.------1----------RIW DETAIL I 31 "' SMH 1 ~ r--B'S - -~ i I i I -=1=-3iE===@-=--I I i I I 21 23 I I I i I I I I I i I I i I I I I ~ I i I ii 4' i Ii 1• "i DETAIL B NOT TO SCALE B' I I I Ii I Ii I Ii I Ii I Ii I -Jo- DETAIL D NOT TO SCALE E -B'W CURB & G/ITTER R/W CURB & GUTTER FXISTING m 9 B'W(ACPJ ----;•--,1 / / 2' r- / i I 9 t ~ I!/ i 111 19 $ I DETAIL E NOT TO SCALE rA Ii I I , 1 :-- 1 ,__ EXISTING 6'W(ACP! ~ 111 ' '_l <\J I I n ~---------------------------- II 18 5 9 ? RIW I , I I co !ii: E_:_: ___ ===:B'S ====m-========-B'S ===-= --~ ~ ! ,__ __ EXISTING t, • 1-9) : I 6'WiACPJ i<.. ~ ~ --- E--_ =-B'W =-- - - -_ _J[1_ - - -=--_ - - - -8'W -:.:3 EXISTING 8"W(CIP! """"""'c::si;;;.~==== 2~G DETAIL F NOT TO SCALE R/W CURB & GUTTER CURB FACE NOT TO SCALE 7 II 18 EXISTING r'f1 B"WiACPJ ----a-, I , I 19 DETAIL H NOT TO SCALE ---1------- RIW CURB FACE CONSTRUCT/ON NOTES 0 CONSTRUCT 8-/NCH DIAMETER C-900 PIG WATER MAIN (SDR-14) PER TRENCH DETAIL ON SHEET 2 0 REMOVE EXISTING WATER SERVICE UNE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW I" METER SERv/CE PER CITY STD-502-L ® INSTALL 8' X 6' DUCTILE IRON TEE (FE X FE! 0 INSTALL 12'', 22 1/Z DUCTILE IRON BEND (FE X MJJ 0 INSTALL 8' DUCTILE IRON TEE /FE X FE! 0 INST ALL 6" CLASS 150 (FE X MJJ RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CfTY ST0-508-L, STD-510-L-C, AND STD-511-L 0 INST ALL 8" CLASS 150 (FE X MJJ RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITT STD-508-L, STD-5/0L-C, AND STD-511-L 0 CONSTRUCT THRUST BLOCK PER CITT ST0-5/0-L ® INST ALL 8' (FE X MJJ DUCTILE IRON ADAPTER ® INST ALL 8' X 6" (FE X FE! DUCTILE IRON REDUCER 0 REMOVE A/VD REPLICE EXISTING WATER MAIN WITH NEW 8-/NCH DIAMETER C-900 PVC WATER MAIN iSDR-14! PER TRENCH DETAIL ON SHEET 2 I! I I DETAIL L NOT TO SCALE 2 @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, VALVES AND APPURTENANCES @ INSTALL 8' LONG BODY TRANSfT/ON COUPLING (PVC X ACPJ @ CONSTRUCT 6-/NCH DIAMETER C-900 PVC WATER MAIN !SDR-14! PER TRENCH DETAIL ON SHEET 2 ® ABANDON EXISTING WATER MAIN IN PLACE @ INSTALL 12" X 6' (FE X FE! DUCTILE IRON REDUCER @ INSTALL 6' LONG BODY TRANSITION COUPLING (PVC X ACPJ @ INSTALL '12' X 8' DUCTILE IRON TEE (FE X FE! @ INSTALL /2'CLASS 150 !FE X FEJB/ITTERFLY VALVE WITH VALVE BOX AND RISER PER CITT ST0-508-L. STD-510-L-C, AND STD-511-L @ INST ALL 12', 9(f DUCTILE IRON BEND (MJ X MJJ @ INST ALL 8', 45" DUCTILE IRON BEND (MJ X MJJ @ INSTALL 8' DUCTILE IRON TEE (MJ X FE! ® CONSTRUCT 12-/NCH DIAMETER C-900 PVC WATER MAIN iSDR-14! PER TRENCH DETAIL ON SHEET 2 @ INST ALL 12" X 8" (FE X FE! DUCTILE IRON REDUCER @ INST ALL 12" X 6' DUCTILE IRON TEE (FE X MJ! @ INSTALL 12" DUCTILE IRON TEE (FE X FE! ® INST ALL 12" (FE X MJJ DUCTILE IRON ADAPTER @ INSTALL 12', 111/4" DUCTILE IRON BEND !FE X MJJ @ INST ALL 6", II 1/4' DUCTILE IRON BEND (FE X FE! @ INST ALL 6", 22 1/2' DUCTILE IRON BEND, (FE X FE! @ INST ALL 8', 111/4' DUCTILE IRON BEND (MJ X MJJ @ INST ALL 6", 22 1/2' DUCTILE IRON BEND iMJ X MJ! @ INST ALL 8', 22 1/2' DUCTILE IRON BEND iMJ X MJ) @) INSTALL 12', 22 1/2' DUCTILE IRON BEND (MJ X MJ! @ INST ALL 12", 45" DUCTILE IRON BEND (MJ X MJ! ® REMOVE EXISTING WATER VALVE @) INST ALL 12', 22 1/2' DUCTILE IRON BEND (FE X FE) 15 ~ co t;, 'l! m z :"i ~ ' ~ 15 "' ~ D "' e, " ~ "' "" 'li ~ -c---36-4-4-~ r-~-,---,---------------r-::=-"""T~=,::----1-----,----------------&..;;-.,;.._-lll! & 1//08/W OFFSIT PROPOSED WATER MNN 16' NOlfrH OF APPROVED C/V \\.. CAL EXISTING 8-/NCH WATER MNN & INST ALL 225 BENDS GI R.C.E. NO. 46214 "1-rt-o<I-- SEASHORE DRIVE ill WATER MAIN IMPROVEMENT [ll 1-----------------------1~ DETAILS 'li ' ~ ~ cl l--+---+--------------+----1--=c=~-~-----c--------l--------------.---------1~ W-5303-S t DATE BY DESIGNED DRAWN DESCRIPTION APP'O AC REVISJONS CHECKED DATE SC AC 16/22/04 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT e----------1 u SHEET 13 OF 13 ~ ! ,_,,,,_:\ ~ ...._. I ,-' '