The URL can be used to link to this page

Home My WebLink AboutW_5228_S--• ■ - §;' ~ "' m ADAMS AVF.. a ~ t5 -+--1+-__.::=::.___.::.:::::.....r---t ID z @ "--" ~ z =i i ~ s :::::, m :::c: I.J.. CITY OF COSTA ~ 0 MESA m ~ < ~ ~CTORIA g! <C 19TN ST. ci ~ ORANGE COAST COLLEGE "' w "5 ! BAKER ORANGE CO. f~RGROUNDS WPORJ;,=~ ~ BAY t, c;:; i:!: JCITY °" ~ Q r/o'r'f.f,.A!:i:lt:_j« E UNI VERS TY 1 • C' ~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• 0 "d' D POWER POLE MANHOLE FIRE HYDRANT MElER BOX ----0--VAL VE POv.tR POLE ANCHOR Ll MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 co ' ' ... ' . ,,· I"".. I ' . . .. ' .. ·"-•,· . -·. TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---<i.---CENITRLINE ----S----SEWER LINE ----W-----WAlER LINE ---G---GAS LINE --E--PO~ LINE -TEL -TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM :.0: STREET LIGHT -.-- (0.00) 0.00 SIGN EXISTING ELEVATION PROPOSED ELEVATION DAYLIGHT LINE BASIS OF BEARINGS: ' "' R,t..GE I!}_ YARD & -' RESER. ~ MARINE AVENUE RD. Bi WATER MAIN FROM BAYSIDE DR. TO REPLACEMENT BALBOA ISLAND ABBREVIATIONS CATV GIP DIP E G INV PB SD SDMH s SMH VCP w WMH WV STA. ST. STA. CABLE TV CAST IRON PIPE DUCTILE IRON PIPE ELECTRIC GAS INVERT PULL BOX STORM DRAIN STORM DRAIN MANHOLE SEWER SEWER MANHOLE VITRIFIED CLAY PIPE WATER WATER MANHOLE WATER VALVE WATER LINE STATIONING STREET STATIONING EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC lELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 895-0221 259-4478 644-3011 962-2411 542-6222, AFTER 6: 00 PM 542-3975 720-4040 1-800-422-4133 BENCH MARK: CONSTRUCTION NOTES @ INSTALL 12" DUCTILE IRON P!E._E -CLASS 52 PER CITY STD.-106-L ,.....-~ .... ------,-----.--.. --.. .---~----,-·----·-----·----..--...... ,-.......... ' e ltlSTALL DUGl'ILE IROPI 15-(1,td~MJ) BEHD MIB ;_..._ ;: GotmffiUGT l'I IRUGT BLOG!< PER GITY OF NEWPORT BEAGI I \ /" GHl. §10 L. I fil c'----@ REMO''E ltlTE:RfERl~IC POR+ION Of EXIS+ING PIPE, FITTltlGS ,~ ArJD l'I IRUST BLOGI<. ' (__. @ IPIGT~,LL 6" OUGl'ILE IROtl PIPE CLASS a2 PER CITY , .• • I ,·' ·~ OF NE'.\IPORT □EAGI I 5TB. 106 L. , '-.,/'-.._..A, -._ • r , __ / .• _ ~· _/• ____ _,, ., --•'-.,__.,'. _, • ..._ ..._ _r_..-, __ .,' ----·· . ~. --- 8 INSTALL AIR AND VACUUM RELEASE VALVE PER CITY OF NEWPORT BEACH STD.-515-L. INSTALL BUTTERFLY VALVE (MJxMJ) PER CITY OF NEWPORT BEACH S-TD.-508-L. fil (@ •, ;N~~~ 1~"-~Y~+l~-;~l-,~;;~ 1 1 FOOT LONG PUP (PE><PE),-,), '< \. ' :"\. \ ( ' ' { I ( ! INSTALL 12"x6" DUCTILE IRON TEE (MJxFE) AND CONSTRUCT THRUST BLC(CK .PER CIT'!'. OF. N!c\'leDRI~ B~A~H _s~,~10-L. INSTALL 12" tlUGTILE IRON MJ~MJ GLEE\'E. ~ 1 REMDV!i: EXISTING !l" DYTTERFLY VALVE. · 1----'. ......_.\_..,.....__.~..__ ... ~,.._ ... _,,,,\...../ INSTALL 6" BUTTERFLY VALVE (FExMJ) PER CITY OF OF NEWPORT BEACH STD.-508-L. @ TIE BACK NEW VALVE WITH CLAMP SHACKLE AND TIE RODS. ~ .... ' ....... .,_ --.,. --~ -..... --......---...,_,----.. -, ffi r'@ l~IST6LL ~• +RMISl+IO~I COIIJaLIMC (DI IC+lbls IROM i: -, , -....,___'-GAST IRON). Wl1H STAINLESS STEEL tlUTS Mm DOLT£. .....__\_.. '--'--·· ...___. \.. ---' ---· ..... . •-. .. @ INSTALL OUCilLE IRON -22 1/z 0 (MJX MJ) BEND AND CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD. -51 □-l. THE BEARINGS SHOWN ON THESE PLANS ARE BASED ON THE O_C.B.M .. NB3 16 70 ADJ. 1977 ELEV. 6.086 L Consulting Clvll Engineers and L.ond Surveyors ~ 9 NORRIS-REPKE,INC. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CENTERLINE OF BAYSIDE DRIVE, BEING N85"44',35"W AS SHOWN ON THE CITY OF NEWPORT BEACH DEPARTMENT 0 0F PUBLIC WORKS STREET IMPROVEMENT PLANS FOR JAMBOREE ROAD, TRACT No. 5130. IN THE SOUTHWEST PART OF THE BRIDGE TO BALBOA ISLAND AND MARINE AVENUE; 0.5 OF A FOOT SOUTH AND 1.3 FEET WEST OF SOUTHWEST CORNER OF THE BRIDGE, IN THE TOP OF CONCRETE RETAINING WALL OF CHANNEL. 18231 IRVINE BLVD. SUITE 204 TUSTIN, CALIFORNIA, 92680 7 ) 0-6410 r II-7-'!J ACK P. NORRIS DAT 6 7 BRIDGE 8 9 10 11 12 13 14 COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO 22 REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS AFTER COMPLETION OF ROUGH GRADING. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL 23 DISTANCES. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR 24 SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. 25 TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 10 ABOVE FROM CAL-OSHA. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATION. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD WITH CITY OF NEWPORT BEACH STD-510-L. 26 G/1/r J.s. ffi AS BUILTS DATE EY DESCRIPTION APP'D. DESIGNED LFV ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STT::EL NUTS, WASHERS AND HEX-HEAD BC-LTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BJNA-N RUBBER. FLEX AND TRANSITION COUPLINGS USED TO JOJr.[ P!PE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACl<LES AND OTHER HARDWARE MAY EE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT tilJST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED 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 STATING COMPLIANCE WITH THE APPROPRIATE SPEC I Fl CATIONS. DRA\\N m -·1 ' u r L .J C-2928 BEMEN BAYSIDE DR. AND BALBOA ISLAND BRIDGE MARINE AVENUE WATER MAIN REPLACEMENT REv1SIONS GDA CITY OF NEWPORT BEACH r;C""HE""c"'KE""D --t□:-cATE;;,---PUBUC WORKS DEPARTMENT W-5228'-S SHffi 1 OF 2 JPN B NOV. 1993 0113\ TITILEWA T.DWG J.N. 01-13.1 ~ 7 L ' C i' ~ ;;:; z M n ,, C 0 ~ ~ L C <·· DJ j"Jj ..u "~--- - ·I · I ) ! I I / uJ C < Ill 171 JJ 0 JJ ~ < L G) z C <' Ill 171 ::0 ii/ r•: I ,_) '·• 1 ' • ' ' :j I ~ ~ ,: 0 0 6 :0 g ;r, n ~ 0 0 ~ el ~ u ~· M u -~ 0 ~ 0 ~ z -· ' -G) -------. ·------1----- n Ill - ~ ,... . I U - -L \Y" ---. -- 0 ------------------- 1 ----- NOTE: SEE PLAN No. IMPROVEMENTS ------J-~~---_-_--- --------i -- IV EXIST. 18" CIP-1'- *~ N +I + 00 D ~ + • o.:: 1./l . z -,: ·-1-1-0 ,,U) U)--:, MIN. +I ~ +I + ~□ N + • 0 ;:: • 1./l ~....: I.I) 1./l -r . 0 ;t .... ",-I f---.... I-I 10,. I I \I r---... / ---? , ~~ ; A f--,--1 ~"--,,.,- CfP TEe WITH r· .\ ' lEA{)/30 JOINT8 / ' iG ' v· . EX. 12" CIP . '& . 1.£)(..8"4-p-°CJP.//ER.TICAL 1 ! B cN.O {PE /JY lf:!A{)e/J '"-Jo11Jrj 30 "£ LotJG / TIUcf{ef./EO WALL /' 26'± HORIZ. DISTANCE 16•± VERT. ANGLE ELEVATION NO SCALE 11'± ANGLEELPTA. TEO AIR R E S - 1s•± VERT. ANGLE 22•± HORIZ. ANGLE /~) v ~XJE-} ffi\ .. ,, > ,,i,,::.../H-1,1,1,\--~~-+1--...J..lh \.._...-~ -~-------'./ 26 '± 1-o-----------::.=...;=--------J '"-----'-__./-PRO Fl LE , ---j,f::--CON:rRACTOR-TO....\IERl~-OEP-Thl-AND-LOCAllON--P-RII R ---T<>=CO ._.. IOR=:1O NOJU•J C11_1 HORIZ. DISTANCE HORIZ. 1 "=20' : INSPECTOR-IF-ANY--ISeREPANetES--ARJS::F-.---7--- SCALE: VERT. 1"=4' - 2 (;,"GAS /'-9" T.O.P. --.., R-5663-S FOR STREET ON MARINE A VENUE. 3 * z !; ....: II) ~ ~ NORRIS-REPKE,INC. L Consulting Clvll Engineers ond Lond Sul"Vlllyors 11,, -18231 IRVINE BLVD. SUITE 204 I '\......t?USTIN, CALIFORNIA, 92680 714 7397s,w , I L._ ~ (/-i,~3 ✓ JACK P. NORRIS DATE • -fl in .,; 18[? SCALE 1 "=20' 22•± HORIZ. ANGLE PLAN NO SCALE DETAIL Z CONSTRUCTION NOTES ~ @ INSTALL 12" DUCTILE IRON PIPE -CLASS 52 PER CITY STD.-106-L @ INSTALL 12"x6" DUCTILE IRON TIEE (MJxFE) AND CONSTRUCT /\I ~; , ___ .-~r:;:s----....~,~______,....,__.-______ ~---·-\. _.. . '°" THRUST BLOCK PER CITY OF NEWPORT BEACH STD.-510-L ~ ~ 'C'.:'.) INSTAbb DUGTlbE: IRON 45.(MJ,,MJ) BE:ND AND • , __ -~ _/--..._ \---·v ·-,_,-,, _.-'-....._ __ ,--, .,, ,./-' &:.. CONSTRUCT Tl !RUST BLOOI( PER CITY OF NEWPORT BEACII ! @ l~ISTALL 12• DPCllbE IROM MJIIMJ SLEEVE. _ _- -~ ··-;,-· STD. 510 L. ~ -~ ...) & ·--' ~ REMOVE: INTE:RFCRING PORTION OF EXISTING PIPE, FITllllGS ) , s REMO',£ EXISTIIIG 6" BUTTCRFL4' \',A,l\lE. . ./ -----{12" CIP :});(::;) AM[) THRUST BLOCK. ,.) '-_ • ,. • . .., . , _. __ ,.. .. ----~·-------' --_,.•· ,>Q INSTALL 6" DYGTJU;: IROM PIP[ GbASS a2 P!.R CITY J) @ INSTALL s· BUTTERFLY VALVE (FExMJ) PER CITY OF z '!}_ m -\ L~ _ ~F ~10:'l~ORT 9-e:AGH ~":°· _106 _L _ -· 1 .-• .. __ , _______ ,...-c OF NEWPORT BEACH STD.-508-L. ·\-:--Q IN;TALL AIR AND VACUUM RELEASE VALVE PER CITY OF ® TIE BACK NEW VALVE Wini CLAMP SHACKLE AND TIE RODS. • \:::::,J NEWPORT BEACH STD.-515"-L. INSTALL BUTTERFLY VALVE (~JxMJ) PER CITY OF & (®- .J-~ ' \ ~--...,, ~' -, __ ,., -, ...... INSTALL 6" 'fRANSlllOII COUPbl~IG (9Uc::rlbE IRO~I I! ' ·). GAST IR9N). 'i\lFR-1 STAINLESS STEEL NUTS AND BOLTS. ,. NEWPORT BEACH STD.-:508~[; --, , -- fil¼------...1,-;~~~~ ,;._ ouc11LE··;~~1 ~IP~ '·; fd~~ ~m1c: ~~-P (PE,ePE)' 1 ~ ~ ~~ \. --I .... ' . ' _,1'. '. . .t -I l _! . ...J -. • -, •-_._. -\ -,,.· r_.....,.-~-.• -•:,.k. ___ _,,.,, -.,_ __ ,} APPROVED ~,a,;,t l---l---l-------------1------lucrOR l---l---1---c-----------1----1 R.E. NO. 311799 r.,/1/7, J.S. & AS BUILTS DAlE 11 (•/,'1 BY DESCRIPTION APP'D. DESIGNED . ·---· ,----. .,,, INSTALL DUCTILE IRON 22-1/2.(MJxMJ) BEND AND CONSTRUCT TiiRUST BLOCK PER CITY OF NEWPORT BEACH STD.-510-L C-2928 Bf!WIDl BAYSIDE DR. AND BALBOA ISLAND BRIDGE MARINE AVENUE WATER MAIN REPLACEMENT LFV DRAWN GOA CITY OF NEWPORT BEACH f.,,C"'HE""CK"'ED.---"-'----1-:cDA"'TEc----=-'-I PUBLIC WORKS DEPAR1MENT W-5228-S RE',!SJONS JPN 8 NOV. 1993 0113\MAR.DWG J.N. 01-13.1 I I ·I -c,---- \; z z 0 JJ ~ < z UJ z C <- OJ rn IJ "~---- 0 ~ .. 0 ..lJ C' '2 <:_ I ,C.. Gl L C $. OJ 0 JJ ;g, < z G)