Loading...
HomeMy WebLinkAboutW_5025_SPLANS FOR 30 I NCH ZONE n TRANSMISSION MAIN RELOCATION 16 INCH SAN AND ZONE m WATER IN JOAQUIN HILLS BETWEEN ROAD MAIN JAMBOREE ROAD AND 1500 FEET EAST OF MACARTHUR BOULEVARD l. .l:::',asis oi IIorizwnlal Gontrnl -i,; rPcord of survey RST 2793 in book 82 pages 37 _ 41 recorded in the Orange County Recorder's affice August 10, 1965, Ba.si!:l of verticd control 1s Orange County datum. 2. Distanc<c"~ shuwn ..trc grid distar.ces unless noted, Grou::1.d distance couals I. 000li'l05 ::ime.-, g:1:id dista:1ce. • 3. Shop drawings of existing pipe are i.rdurled here,.,·lth fur ~nfurm;,_Lion only and the information thereon is not warranted by engineer, owner or the City of Newport Beach, 4. Acce.5s outlets and n1anholes an; lo be constructed at approximately I.JOO foot intervals. 30" access n1crnholes as sho,vn on =heel C-8 shall be constructed where relocated access outlets occur. These manho.le.ro c,h;;_l1 not Le cun- structed within 100 feet of any street intersection. The corctractor shaJl obtain ~he approval of the owner prior to inst.3..lling a scct:or. cocitE.ining an accP.f>'i rnanhulc. 5, The schedult uf operations indicated on drawi:1g Nu. C-Z shall be followed unless a deviation Lhcrcfrom is preyiously approved by the owner. o. Whcrt.• tet;>i:; or fL.cn~ed outle~~ are indicated on 16" or 30" pipe, either may be used subJCl t to prH:ir ,1.pproval Ly the owner. 7, All work sh3..ll conform to the standard specification of the City of Newport. Beach, Public Works Department, 8. Public strt>elc; or highwc,.yc; :;hall be maintained free of dust. mud and debris :, caused by construction opc~ra.tinns. 9. Hours of operation shall be limited from 7 a.m. to 6 p,rr_, ur.less written approval of exception is given by t.hc City. Tapping inspection and stcrih- 9.ing operations may be conducted outside of these hours provided reqt:..ired notice i,, givt.•r1. HI. Exposed slopes or surf,1cec: shall he prot~ctf!d ag;i.inst 1crosio11 Ly plautiug or other means approved by the City. t(N.I.C.} 11. Work shall c1.nr1ply wiLh City of Newport BeaCh, PubEc Work$ Department Standard Speci£ica.tiona except :"h<;l"e modi.fi~d by Lhe Job Spec:ificati,·,:1s 12. PROVIDE Tl-!RLIST fJLOCl<S PER CITY STD Pl4N 502·l EXCtPT W/.1£1<£ NOTED OTI-IERWl:5c. 1, \ \! --~=o-~ --- \ % Ii 1.1--------:_.....,--:: _,_ '.".".'.'. _____ ~ -~ ===------t -- -+ SAN NOUIN,._L I.. OCl1T/0,V ;o;p,= .OIA PRESSURE /CROM ST't'I. TO STA, c,,..ss 30" " /10 o,oo //r05 I~ II .. 200 /OrZO ;,:, +/l Ii, 3 1011 • l"iO /{j, -.11. t:-3 7df90 12" ~ 200 W!-IERE OCCURS 10" 200 a" 1.50 . • PIPE PRE5ENTLV BEING MANUFACTURED $617 8·:?f 1-------------------1----1----812 WEST EIGHTH STREET, LOS ANGELES, CALIFORNIA QUINTON ENGINEERS, LTD. PLANNING • ENGINEERING • ARCHITECTURE CW'ID. GY Rf.VISIONS DAT[ REV. NO P/Pi!: OE'SIC'N 5T"6:t!i'(. MOR7",qR ,t:'"L llN<,E CONC, C r'GINOl!R PIPE t.lNED .f' C'O,<i ,ED - ·roTAL 5T L. ,q R l:"1 CV<'.. G/4, SHl!iu .. THICK'NESS ----~ ·--------- /. ?3 11,, #/2 #10 Gl'I D I, 53 #/6 # IC> Gr-I E I. 15 # /6 llf' 12 Gr-I D /,/3 #/6 # 12. 0A E AC ONLY E AC ONLY . .. ZONe LIN.!! ZOM Hit.LS ROAD ---=--=-=:.._:.c=-------- ----+- NEWPORT CENTER THE IRVINE C01\1PANY I \ I• ' " ', .. ''., . .. ,, . :! -,.,, _-~, ~., '., "., /.J/STl?Ne'li-IN TH(7US/?N.0 FEl:7 V/CINITY DRAWING DWG. NO. TITLE PROJECT INDEX C-1 C-2 KEY MAP, INDEX, SOIL BORING LOCATIONS AND GENERAL NOTES 30" TRANSMISSION MAIN RELOCATION PLAN AND SCHEDULE Of OPERATIONS C-3 THRU PLAN AND PROFILE 30" AND 16" WATER LINES C-6 C-7 VALVE BOX DETAILS c:-8 MISCELLANEOUS DETAILS 53-1105-909-6/11 DRAWINGS l FOR INCLUSIVE SCH lI 30" TRANSMISSION MAIN INFORMATION ONLY l SHOP BTM B. V. E.F. FABR. F. B. FLG. FUT. GALV. G. V. Il'-IV. EL. N. LC. RD. s. S . .J. H._ R. STA~ PT. w. :,;c PT, <I. A.V.{AR KEY MAP, INDEX, SOIL BORING· LOCATION AND GENERAi. NOTES - LEGEND BOTTOM BUTTERFLY VALVE EACH FARE FA B1HCA l'ION FLAT BAR FLANGED FUTURE GALVANIZED GATE VALVE !NVERl' ELEVATION NOT lN CONTRACT ROAD SI,OPE {OR SOUTH) SAN JOAQUIN HILLS ROAD STATION POINT Wl ., ANGLE POINT CENTRAL ANGLE AIR, r'AC'C/l/M .. AIR ReLeASE YAL.1-': THIS DRAWING HAS BEEN REDUCED TO BO% OF THE ORIGINAL SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0ESIQNED DltAWN C. KU!?TZ OCT 221965 CHECKED T MITCHELL OFIAWING NO. W-5025-S JDII NO. 65852 DWG. ND. C-1 REIi.NO. Q_ Ill _______ "'_·/._. _;?_'S_/3_U._'/1._T __________ -7_-~_ ·-------------------------------------------------~-----------------------------------------------1 1/) :E :i: .... I . lJl -0 0 N .,, '-" 00 I U) ' \ I I c ... nm. J:J,/ /15 l.3UILT -7-68, "' REVISIONS DAT£ Rt:V. NO 0 .500 IOOo SCALE: (A.PP~OX'.) ( P-ZOPOS.!:O IMP!?OVt=MENrS Na T T<:J SCA L,c ) 812 WEST EIGHTH STREET, LOS ANGELES, CALIFORNIA QUINTON ENGINEERS, LTD. PLANNING • ENGINEERING • ARCHITECTUR ■ ' ' CAP GOO AC. FT /-1. i'V S, E:... 304, 17 NOTE' THE ELAPScO TIME £JETWeEN STEP..5; 57:4GE.ll ANO STEP S,SMG"t!F N 51/ALL NOT EXCEED 30 CALENDAR DAV.S. THIS DRAWING HAS BEEN REDUCED TO 80 % OF THE ORIGINAL SCALE SCHEDULE OF OPERATIONS Pi<cSENT $Y5TEM 2. E;IJT/RE SYSTEM IS SC/PPi.lED FROM 1.3/CS CANYON ~ESi:RVOIR' VIA /<'OU re @/'Ll(M)@)@)( /NCL.UD/Nc; SOME TO cosrA MESA C.W.D,) EMl!!R6eNCY SUPPL..Y AV-4/LA6L..E Ar @ FIZOM M.WO. STAGE I /, PRES£Nr SYStEM c0Nr1Nues TO OPt:R'ATE. * 2. MAK~ 12 IN~H P~!!:SSVl'e'E TAP coNNECT!ON5 AT ~ ~ ® AND 8 INCH AT @ AL..50 cJ"7"APPJ~5LeeVc. " * ** " .. *" /NSrALL 8, 1,.;, ANO .80 //\/CH LINES OESIGAl.,4 reo BY .SOLID t../NE --- STAGE .zI G. OP/:N CITY VALVE Ai @ ANO TAKe :zo-:Z5 CFS MAXIML/1>.f ALSO Sia-CANYON RES/:R'VOll'C THe'N RIDES oN 5C. INCH MW O L1NE. Rt:YER'Si= FLOW /Al C057"A MESA CONNECTION ANO ,AKL= 10 • IS CFS MAXIMVM. OPEN //ALVES ON LJNE @AND Ai@ if-@ CL..05,;i VALVES (j),'&) ¢., @. iHUS Ft::JRD AVO BL..U~FS ,4,<el;A SLIPPL~D !=-OR SHORT ;l:fME OF LOW DEMAND VIA R'OUTE lS)@@(D(a') ANO @r!!.J00 (11,,') CUT EX/STIN0 30 INCH TR'ANSMISSIOAI LINE AT@ ANO JNSiAt.L.. So" ELL ,.7 AND STAGE III eLOSE VALVES Ai e © AND @ cur l:X/S'T/NG PIPE AT ® ANO /NSTAL.t. 30 !NCH EL'-.,;_. ANO VAL Ve -CLOSE V4L. VE, O?EN VALVL:S AT@!!/-@ FOi? MAXIMVM FLOW, STAG£ I. 2 3. 4 EXCAVATE A,,J!D REMove EXISTING 30 ;Yer, PIP£' .BETWEEN ~ ANO @) S1MVL TAA'EOUSL y' RE.CLlt«c!l5k' AN'O ;;¥LAV PIPE, /4LVE ANO FITT!N"5S i3ETWEeN' Q) AND ® _,,,_ ,,.,,..,.,. cL,::,sE VALVES Q),@ ANO @). coNNEcr /ZELAID PIPE AT Q) ANO ® BY M.f'AA'; OF FLeXl.8t.E COUPL1NGS, O.Q BUTT STRAPS, ~:"'EN VAt. ves Q),@ ANO @, ,.IANUARV /, 1966 STAGE .Jl' /. z. ~ 4 .eESVM/:' _O,e'/~/NAt. c:JPE,J:ATIONS VIA.NeW ..tl£!7,e@@®@Q)@)© SVPPLY cosrA MESA C w: D AS le'E'OVIRED. Cl.OSI: C:!'TY v,,,/LVE A7" @ C'ON'TINUE TO VSi: L/Nl:S {ii)Q)@ --TO. Plcl=Vl:Nr ,OAMAGE OZ OETERIOZATION OF LINING. THIS Pr'ILL ALSO ADD CAPACliY IO T~NSMIS.SION LIN/:, " ACTIONS TO 8€ CLcA~O WITH CITY PRIOR TO .6/fiGINN/NG ,,_ * ACTION 8V CITV. LEGEND M, W. .0. -Mtrrli?:OPO(. I 7"AN WA ra;;e OIST/<f'I,:' 'i" C:M,C.WO. -COSTA ,M'E5A C'OVAl7Y WA id~ 01sr~1cr L.. 3 C. j<, .o. -t..AavNA Bl=ACH CO~/V'T"Y l'VA rE~ .cusrRICT --- /c;// -.. 130 --AR £XI.STING N!=WPOtrr 8EACH WAl'Z?R' L/Nl:S {ANO SIZG) i=XIST//1/(S, WA 7",:£ LIN/:5 OF' OT#l:~!!f (ANO.SIZE) P£'OPOScD WA 7',S,e L1NE.S ( ANO SIZE) PRo,POSEO e,:.L .PROPOS;:0 ~eLOCATEO 30" WATER LIN£ EXISTING C:O,\IIVC-C'TIONS ANO Mt:T~.lc"S Tc:> C"aS''T"A lf,ft:,SA C.W.O. IOENTll='ICA TION Po/N'T.S VAL. VtE'.S ( GA T'G 0~ eurTl:lel='(. Y) .t3t.OW OF!= ( O~A/N POIN7") Ate le:t:Lll:F ( h'l(;H .POINT) L/N/!',S: czass;Nc; BVT NOT CONNeCt/EO DESIGNED O~AWING NO, W-5025~S JOB NO. NEWPORT CENTER 30 11 TRANSMISSION MAIN RELOCATION PLAN AND SCHEDULE OF OPERATIONS T,S. MITCHEL'- DIITE 65852 DWG. NO. C-2 C. l<VIZiZ OCT 2.21965 THE IRVINE COMPANY -----------------~ ·-----------~ -------------------------------------~ --•• -.---C.._ (I\ =f ::r I :-1 U1 ,::, 0 irv Ul a, I U> . \ ) , , CHl(D. IZO +---------~ /IS ----S=-0.~2 /OS __ _1_,o"o~+--- 145 140 l3S /30 1es 120 /IS //0 /.7. /. /?5' l:?tl/L. T ----- - R~ISIDNll_ 11.J "" " ' ~ I, -ij ~ I :I,/ I . ' ' ~ ~ ~ ~ ~ ,; &l I:.:: ~~ .. "' ;.. ,, ~ , .. "' 'r I I ~I t Iii ' ~ C\ ~ ~ ~ :i: ' ~ !::- ~ I'-; IJ) " " • Q < ~ ~ ~ ~ ' .... v L ~ ~ ' 0 0 () \l) ' () ' / , DATE REV. NO. 0 • F!,VISH ~ ~ ~ \j I::) l - ()i ~ \l i\: ~ ' \!I ;.. "' ' - QE ---' ------.---------------~---------,------------.--------,-----' ' ·, ~ \, ' \ I !Ti ~ ~ -+------------1----------------!f----------+----------t----~-{ " ~ ~ tt, ; I I / - GPf AC. E: @ t-'YAi!=R LINE \ \ \ \ \ \ ' ' \\ \ 17 16 5 5 :!! • 57' 12" I!!! ' --l CLASS 2001 , I . ~ I Z . I ~ 13 -J -'I " r "'i $-54-2,;;' -------- 14 15 'f I ---------- 812 Wl!ST ■IOHTH STR ■■T, LOS ANGELES, CALIFORNIA QUINTON ENGINEERS, LTD. NEWPORT CENTER PLANNING • ENGINEERING • ARCHITECTUR ■ THE IRVINE COMPANY ti?S ' 1--?0_ I 15 110 -------1------------+~~ /05 lnO PLAN ------11 !C.S \) -· ' ta.a -a -// -.. 155 of.!/ ~ O.•/.✓ • 150 \, I' ~ -;,,1• /.0 145 / , I•) 20 et ~6'.~ .I/BLIWORKS DIRECTOR R.E, NO. /ZeOG DATE/P·Z(-6".r PLAN AND PROFILE OF 1611 ZONE m WATER MAIN AND RELOCATED 3011 ZONE: n STA. 0 + 00.00 TO TRANSMISSION Mi\lN STA. 22•00.00 I 140 l!J I~_ -.J ---~ K ~ THIS DRAWING HAS BEEN REDUCED TO 80 % OF THE ORIGINAL SCALE PLAN GRAPHIC SCALE 0 I 40 ' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DUf(iN£1) £, MM ;i' r. ,.,, r r C ,L/£L L H,WAJ.PU.5 t:NtCKlD T MITCHELL ..... OCT 221965 80 ' DRAWING NO. W-5025-S CIWI;, NO, C-3 llf.'l,NO. ~ '1· -, IA :E' :I: :i UI l'1 0 ~ t-.J Ul ()) I CJ) / \ I -. -. I -., --· L ------;:"/NISH GPA.DE (3' WATER LINE\ av ~ I:) osstS 11•:,,.,\· 5",~ ,0 ~sa %' \) 3o'r"p'E _Gd " ' I:) ~o /6"PI 1;0 Q \ -i- i'. \ -¼\ ~ '1;?-:/ ~ ~ \ ,,, !,\J \ /"Je ' -• -. . I K I i-..: I, I i;uJ. '3J 7 V) Iii I s~o-• \ ' I ' , oJ--' I ' /G' \ ~ \ ~ ::'::: ' -~ "1 I• --.J ~ ;:n,0501 ~ , 3o"PIP" - 170 ' I (l ~ ,::,,.-,u,.,_,.,,,-;,-~,,...., ~ -K'. ~ ~ -- /G,5 ~ -__ ,_ --"'~~ -. ------·--28 f t;,O ,_iO ~ PROFILE """' .?~ 83 84 2s c'G 27 -,, Z!iJ 30 Bl .3 .:? ~3 NEJ,,V IC,." WA TE:;:;( /'1AIN 7 I JOAQUIN }-!/LL S 00/ I SAN R0A.O ! --Cie/s \ --/ 0 ()~ I ::;?6+ 2700 ;-/.?"G.VAL//E lBOXAND /3LIND FLANGE f(1-~~ () ~~ ._--I I /6" PL.<5, O~'TLf=T \1 ' !jl () w1rH eL1No FLAN6c ~~)~1 a,;-,,. a2.oo 11)';· f I I ~o -\'i "I "I 1~ \ \\i j ,;'/ /i?"FL.ANG.fD OVTL/:T 1 OB I \ I () ----{\ r I t:i: 2s,w tT T }fJi , I l ~ I fl\ "' JO"'FiANGEO ,OUrLE1. I qt I Ill IJ t-. z, GAIE VAlVE/ 80.X -ZG . 21 2/l Ze; ~I I ~ z4 -7.J7VIT3L/Nt) FLANGf+.-: ·--+ ------+-----+----------!+~-----~ ---4-iff "' -:+------IZ0.4C, --.. -.J/ ----~,, [J· ~ I)< " 31 --------I • <Ill ., 3:? ~ ~t-1 ~!--~1 /O"G .,-_s--!s:. ½ ~, I . I ~-I • \ I ~ • I ~ l.)(A ~I I I ~~ I \':! ¼ "' t--..i I (T ---() ' i \I 1J --~ ---I \,) 1\:1 J ~ ti ~~ i ' ' --I ~ 1-:i ~ " CLl!<Vt: DATA f'1 'I. . ~!t ' K ,3o''p1PE ,;!;ROAD IG"PIPE h. \» () A€LOCATEO 3o .. 7"R/4N~MISS/ON I I ~ ~~ ~ 0 WATER MAIN I I PLAN Ll' 17°401 3011 l7"40130jf f?r,40 13011 . !!.?o' '19.5•1 -"' 5;?)71,.00' G000,00' GOi?8.oo· I -C) ~ • I •• T• ~Z-9, !4' ~:, ;?,.!$7' ,:,37. ze' C, I L• l843,5e' IBSO,":JZ1 !,!;.5~.51$' ~ FINISH GP.AO ~@ WATER L/Ne. 1 ~ ~ ! '!I,.,---------" " -------.... ---. ----··---- ~lt :,. -"-\) r-. () ::I R • "1 '\) ~ I .. ii~ ~ ~ I 0 N J~ 4J i " ~ 'i:25 ~ ~ ll.i .... ~ I ~ .~ ::::ii , l'l)!t) • ' -' i """~ --- • NATVAAl 'GAOUNLJ i-zz:.o 00'1:~ / .. ~ OF 30" ~,1ra,,q ,/Ne ~ ,-' -.,,.-. ~ -< . ZIS ·, ;<I: \J) / 50",¢ /t;,lf -S•0-0042 00 3o" lJ) ~-....-o;P€-S=a,Ol8 s ,;: /i;," Pl.el: -S= . 210 I / ~,~-,Y. P,0099 ' - ~ lo"P/PE·S= o. -,WP/-f• ---• ,, I . ~ / .30"P/. PG-S ""0.0/04 :/ . .. ?Jo 70 i-l" n ,/ i:,Q" P/PI: -~s <<-.0020. I '205 "' -, I , I /5"P/., Pe·s~o.010.s /6n PIP£ -. (. .00!50 I l!J ..; .,~ ,,r,;o ~d ... ~ "1 ~ ~ (j,q::;, I • l:w''J.• ?Of?_ t; I • nO,,\t' '-I ' nO/.i-J ,.-, '".:!: '· I -' / -._ \ ~ ii-\ !;\ ii'' -\ . />/' ~ ' ' , Qi i .. i.::: ~ l\l.i ~ I i--" . I ,JI 'll i -33 34 .3.5 36 .37 38 .3:9 40 41 ' 4-Z ~ 4!J 44 45 P;::::?.. -, -I • --...... :._,-· /-l L 1::= \9 \I) ~ NOT/:: l 0 ~ l'( For~ CUR:VE o,:irA G '\,;l SEe owe;,, No. c-5 ►{) ' I. \j "I () () SAN JOAG UIN HILLS ROAD -... r.~~G/ --()'<_ () • 'l-1(j ---:i: "I --· ----"-13\ BUTTERFLY YALI/E A ,~o' ..._ K) ,, I I'-<. 1(3 ~ ' NSW /C, WATER MAIN l'I) ~ ii I\) I ".'-1::_: --(1-- K ~ni ' + tti ~ ~ ' Tl ' ""' ' ' (; 9\ -'~Cb'u'Ns'A/R ~cti~I' } ~ I (if\BL OW,-,F;"" d .~ Cl) ~ IJ) ~-~ '{:?J AS So NE ,l,e?-/A.:,·S-,·rBL,/._s -, "' I \l 34 -+--"-35 (4'8e.tl/N.£J ;cc,ru;r,; ,:vR13.) >-<'\ s: ..:!I!. 0 It.,; '_4 Z" E. G~4.,oc;' .;o (.3'Beh'INO /CVT cv.ea.) l IJ\ <: - 20~.0 --~~ ---4,f. • 3G 37 .3t! I "-~ iil --+--43 ~I I ' l 3'P 41 4Z J ~~ ' ~ ' I I' ,-, "' 1 ~ I I!} /~ I I l:,._~ < 1',: . 43100 VALVE VAULT e) lJ\ --.,_ K " I~ 'I-< . I (J!l ~ -~1~ ,_ ----I --~l'\ --~ I I I Cl~ NOTE: II\ \I) _J \) ~ I ~;,~ Rl:LOCA TSO l'A[YI: //At.IL T MAY ,$,: MOJ/o'O ?O I TO 30" T~ANSMISS/ON ~ PLAN UT!C.li!:G A//Alt.A8lc PIPE LENGTHS ~i-m WATER MAIN ANO Acru,4,; tow POINT: "\j -•~VED _ 6 ~k tr), '-'J ~~L'1°t'wORR~ 1EeTOR R.E. NO. /Z..BC'& DATE (0-2.C-GF PLAN AND PROFILE 812 WEST EIGHTH STREET, LOS ANGELES, CALIFORhlA NEWPORT ,CENTER QE OF 1611 ZONE lll WATER MAIN QUINTON ENGINEERS, LTD. AND /.1.I /?S 8tl/LT ~-1-es I \ PLANNING THE IRVINE COMPANY RELOCATED 30" ZONE II TRANSMISSION MAIN • E N G I N. E E R I N 0 • ARCHITECTURE SHI, 22+00.00 CHKD. "' 11£VISIONS DATE f!FV. NO TO STA.45•00.00 , .!'Et:> ' I ~IS ' ·------------- ,i'/0 Zo5 '200 ' ---~ i "► .,. -.•'.;: ,, . ' --~- ·-------·-· - 220 - ,?/.S ZIO - 205 zoo THIS DRAWING HAS BEEN R E D UC E D TO 80% OF THE ORIGINAL SCALE - ~ , , -,- ' G APHIC SCALE 0 40 ' 8 ' lM' CITY OF NEWPORT BEACH DRAWING NO. W-5025-S PUBLIC WORKS DEPARTMENT OIIIGNtO Al"PIIOye, _,'";) JOI ,,,0, T. /'11 TCH'ELL . \i(J_; r/~1-~ '-' (._... 658~2 ~" /~)_ ...... ~.·•-/, DlllollWII ""' ow~. ,.o, H, WA!.f"US OCT 221965 C-4 CHECK£!:> """"· D, T MITCHElL \ (j)=E ~· ,ll, Ul 0 ~!'> lJl m, U) ---~--------~------------,------------r---------,----+-------,---------,---------.----------,---- --------------, , i:35 _ i;2S {) . " ';) .?ZO .,_ 't 2/S ZIO K_ ln ;i?0S · ~ z9-,-;$v'lll _)fo'· w· ~ 200 '-l ~ ' ~ ----- 45 --- 250 ,d5 240 ~".5 2-'0 2i!5 i?i?O -Z/5 --- '2/0 /.l, I. /!?S Ott/LT '1-7-IGIJ I :C~ /2',W, ALIGNMENT I r-E/JclfAL R[Vtf /6'/'IJ' 11-2-•,lll 4 CHKD, l!Y REVISIONS DATE REV. NO. .4G I I I 47 d8 CURVE DATA 30" PtPE i_ /.<'OAO Ll:::-f:Pc>.57'34" ':!:l".57'.34"' R= G0?4,oo' GOOO,oo' T= 5'24,BB' S'Z'Z, 7~• L = /0 4 7, IZ'1 /04 Z. ~!!,' /G/ .PIPE ~•57'34" 5~7?.001 520.35' /03,!!J,08' 49 50 PR.OF/LE --~------SA N ,_/ O 12",•zANG ---------A. QUIN JV/ J.3L/No "': OUiLt:r '-41VGE - New /G" WATeR l'--7A.IN /Z'1rt.'t:1. ourt...cr @4,&+32.00 / J ' ,,l!!l, r.:_ c;; .:0.1890 I' ' \ ' 51 53 OF R'OAO !51 5$ 5 ,4e,• 14' IG' E. ---2~/, 71' I / I , ,,-"=...-,,--rz,4!1 /7'...____ NATV,<,A, G/?v&'/V<>@) ./ ·~ .'"j,,-,,'fJA~A~L:!F~ ~ • ,,- i 812 Wl!9T l!IOHTH 9TR ■ET, LOS ANGELES, CALIFORNIA QE QUINTON ENGINEERS, LTD. PLANNING • ■NGINE ■RINO • ARCHITl!CTURE NEWPORT CENTER THE IRVINE 'C01\1PANY ' ' ' ' 230 --·· ,----- 225 eeo 21!5 'Z 10 ' . ~ -------------t----- ' '-l , 54 .5.S' 56 () () I) () --' \& ½ ~ 1r) I ' ·--------1 ~ ' '1 --~ 1-... "I; /(i,'' P/P£31-S • 0. 000,:, '~ 30"PIPE $, 6.0C)!005 PLAN ANCI PROFILE OF 1611 ZONE m WATER MAIN AMD ~- " " ~ i:.SS :?SO ---- 245 .i?.dO e.3S - ~;,o /VOTE //Se ONLY Ci,/;!,SS EOO Rct.OCr/TeD .JO INCH PIPe er/ST OF MPCPRTHUR BOOL.:PPRO. DHIQNECl THIS DRAWING HAS BEEN REDUCED TO 80 % OF THE ORIGINAL SCALE SCALE 80 ' DRAWING NO. 120' j W·5025·S J(>.S NO, 7: M, t-' ,e M:--1. 65852 DRAWN .. .,, DWG. NO. H,W, C-5 RELOCATED 30" ZONE Jr TRANSMISSION MAIN OCT 221965 CH£CkE.O STA, 45+00.00 TO STA, 66+00,00 TU;TCHELi. ' -~---~) I \ \ \_ (/) :E ~ I lJl \}I 0 or-> -n lJ1 01 I (J) Z-75 E'XI.STIN .?70 WA. Te~ /' 2,:;.s (:) '-J ?G-0 () ,; -;:- t?.SS ~~ ' - i!SO ' f! \I) I fif d.S ~ " ZdO '-.J 235 i ~ -----------------------···--· -·-·----------------· E:,i..fSTINC. GR, DE r1P ao''-1 275 ' WATER_ MA/,V __ { OUT,'-I_} I -·--·--------------------------• --· -----1---------1-------------- -- -' - - i::; c;A.A05 ® IC." -! -~70 '7 -----I -----IIAIN, ( NOP!( Tri) I -----f---- -- --------~L~-:::: ~ ------------------------------r--. -----------------------------.. ------------------~ -~------+-..__ --------------. -------~ -;:-::.·::;--_-= =--f-----------------! -- ----. -------·---PAOPOSE:.D } ,-,'NISH GRADS. --~--_______ .,... _____ .. ---· ---., ---------2 e,,S / -· ------- - - -- ------- I co;0 '/PAG7"-E-£J------B. 1/,G x-F-tb:.. --.. --- ---..::=-.,L_ -----I/ .. -, ---~ --/ 7HIS LINE OA WA TUR AL G~ADE / --_? G.O -----•-~ L~ .• ' --,., --------- / I I .. -. ·-. . --- I • ~-;>-..._ --------I -----· / fif.SS 1 _.. ---_.. -r,/ ....... 0 '~ • ~0;1 -~ ----------/I';.' PIPE S-0 00100 I V" ·O::, ,.._ --------I ,/------30 11 9' /G," -- 9;:i~ , (?, l I I .:SO / --. ----~----------=------~-..:. -,,. .,.. c2 I - "tCP ~j, -~~ ft:: ~~ 1,o/ -----30" PIPE -S-• v· _. ... -I ~ ---' ---/ 0 ozoi:;, ,0 9 ,_. -s < I ,_ .. pJPE - ~ [9/4'< ~ •• ~ 0 ,17u ,. I . 0o/. ~ 0 ~ 15-• O· 4 ... ... • orpe -• . ~. oA<i> ... ,,iJJ:f' ;._ i; '/.",' ~ K -.. pt Pl: - I¼.\' ' ~..,. ..... 30"PIP5 -s. ~ 0.00/0 no/ /(p ~'b t ~ ,, .,..,, .... -~ -= ,.,_,.. .... , ..... '?o -------• <$o ,,,fi' ·~1,,,0 f.i "'~ ---t, 0 J I- ---------------- G7 70 7/ 72 PROFILE 73 74 ': " 75 -76 77 7. 8 7!3 812 WEST ■IOHTH STREET, LOS ANGEi.EB, CALIFORNIA QUINTON ENGINEERS, LTD. PLANNING ENGINEERING • ARCHITECTURE 111 PLAN .t>. = Oi? •IC..' 01" F\ ~ e,eo.oo' L , B<:o,i:?s' T• 48./3' -'9', /AC UUM _' Al£ _IZE:LJl=F '{·? A5S!:k'BUES ( 4' ,3EHINO FUrUIZ.-l:' Ct../1<.e,5) YALVt: WELO LAST ,I JC)!NTS PER ~j': NOTE A80V€ ~ N '' i: NOTE: WELO ALL /(i, "JO/N7S 8ETWEEN 77f3S ANO 78fe>O EX/ST/NG 30" PIPE LING TO R£1'7A/N ' 16" TR'4NS M;//N I \ lf---,---r--rL,.-h--___:,,; DETAIL NO SCAI..C': CD /6 II BUTTER FL V /t/0' YALI/E --4-k FLGD OUTLET, f'-," PlUG //A U/E TO: //AULT DE THIS DRAWING HAS BEEN REDUCED TO BO% OF THE ORIGINAL SCALE 3 -£ELOCAT{:O 30·' TZANSMISSioN WATG!i? MAIN-- NO SCl'lle APPROVE';d d. ~ ASST. PUBLIC WORKS DIRECTOR R.E. NQ. IZIO~ OATE/O'•?&>U: NEWPORT CENTER PLAN AND PROFILE 16" ZONE m OF WATER MAIN 1' I-IE IRVINE COMPANY AND RELOCATED 30" ZONE Ir STA. 66 + 00.00 TO TRANSMISSION MAIN ENO 1/ II : ,• 0 I I 2 I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGNED DATE DRAWJNG NO W-5025-S JOB NO. 65852 DWG NO. CHtCKE:O ~H_w_. __ -+_O_CT_~965 __ +=_c_-~6----I ""-.,, 6 T /VI/TC/-f£LL (J) SHI\D. I Ill" i I \ ' t ':;\ ~ "' SECTIONAL f ~ H RADIUS OF FLANtiE tJ ~---', ELeYATION CONC.PIEI? NOiE:- HOT·DIP GALI/, A;::"TE/7 ,C-A8R. STEEL PIP{ St/PPORT DETAIL@) NO SCALE RElflS!ONS. OR!ll /0 ROW'S OF ¾" 0/Mf 11/Jl ES 15 M7L ES P£R Rl)N STA66EREO t/NIFO,l,fLY STA,VD"11i'O MANHOl.l: l()'-8" 10'' OF SLAB 10" PROYIOE 4-1'4 OIA0 BARS IY/. FACE tP PIPE --~-+--\-......+--,---:-------+-------:-:-----;-~-,t----:il--. ~ / / 2' TYP ~4- _/_ - - - / I • \Q' ,- "°li i I -1--"---t-_J 11----J~~A[Jl)/TIONA, #.; TOP ( /IOTTOM A/;'OCINO OPN'G. (TYPICAL) L (EUN!i E Y,fS © #t:@7"EIY(TYP)4 CORNERS. SOL/0 L/N'e INOICA,55 TOP BAR, OASN LIM!.' INOICAT£:J BOTTOM BAR, ' "- VENT ~.u ' ' .,, I 'I) THIS I I I , I I I I I I_ I ~ ~ " FI/Tt/RE OR EXIST RIMO SI/RFAC'7 VENT PIPES / SECTIONAi. PLAN DRAWING HAS BEEN MAA'H'OLE S/MltAR TO SEC.1"/0AI ~ 30" TRANSMISSION MIIIN 2-,.5 To.P✓ ,en,f rYR , ,t.,f POER 2,. 2 "EJ'TR,4 HEAVY /l,9tF -C 01/PL IAIG, BI/SHI/IG MIO I" CORP STOP_ ·- £)Rll l 1/0L ES R A r;· r 7--~l_ \,,r=~=~tt~-i I I l ________ l SECTION® I---------0 ROOF /' *4 TOP,' BTM 1"YP ?'-"" ~ .. PLAN DRIU-GO-/,z/-lOU:S IN 3 ,<cows ,,,.,, '20 #OLES PE2 /20W- ZO" K/0 c;A, STL. Plff:, /!OGA. ft_ REDUCED C:.ALV APTER FABRICAT'/01") Z" SCt:!:/:WeO ,4l~•VACt/llM ~----,---,- ~ Al~ /ci:Ll!A5!: JIAi.V.E ,--t---- / Wl:lOl:O To ENO PLAN ....._ ~2u EKTRA HEAVY HAlf'" TO BO% OF THE ORIGINAL SCALE Z" SC/cE.WEO Ll/8. PLllC, VA i. VI: ------:;, ...--COCIP'-ING, 8CISH/Nli ANO IH CORP. STOA VALVE VAULT STA. 10 +-':?JO JJO fC/!/Lc ------~~lo-----~,, 12 4•,S PIP/: -----------,#6 " t•x JN 1' B BRJ.CKET <Ill 5"'-0"0.C, UAX. ¾,,~RUNGS@ lt'"ac. PUIG WELti INTO ¾ ",, 2 9 F 8. Rl!AINEl7S ROOF PLAN ~11 ¢ CALV. 801.TS H'ITH TWO t/NIT PLAIN CINCH CHOR$ ' 0 0 IZ"' ¢ CONC PleR LADDER DETAIL $TEEL HOT DIP GALII. AFTl?R FABR. PIPE SUPPORT DETAIL.. @) NO 3CALE • NO SCALE I"~,-10'' ST,:J, PIPE CiALt/. RE£JWOOD Pi.tit; i--+-4'1r~---I '€ p ii' ,I 841' x I Z " 4 L /FT/NG EYE DETAIL NO SCAL.I? r 11 \ ~~- ~",. t;• MACK IJOI.T HYZ Nt/T5 HOT DIP GALY. AFTER FABR, V{NT PIPE CLAMP oeu414 NO SCALt" 812 WEST EIGHTH STREET, LOS ANGELES, CALIFORNIA QUINTON ENGINEERS, LTD. NEWPORT CENTER PLANNING • ENGINEERING • ARCKITECTURli THE IRVINE COMPANY VAi.VE BOX coYeli!1 MAeKEO "WATHE:" S,/;T TO l:XIST c3li:AO!? E.KISTIN/9 CIR FUTU.E!E-PVMT. (,V /.C.J 8"' CONC, VALVE BOX ,,.,..,.,,.,,,,. 4"• ~o· .:oree, /=lC,, ei.t.. -~ , \ fit!" F/Lf..i:!T WElO ,f,"x5" COMPANION l'LAN4E 4" FLG. c:;;.Are /IALV - 4 11 FLANt¥/:O OVTt.(l'r, -~ 3 '-ti" ,I,' WIELDIN(; NIPPi.l: ( 4' FiAft/Gi:O '4-ATI: VAiV. , '--_,_ 4 11 Wet.011o1~ J,11,01"1. /: SECTION -eo'' s TL. PIPE ,r Wl1i.OIN4' Nl1CK r-tANGE "l,J---:'" t-;::,t-::..,, Wl1LO 4-Z"•Z"x ¼/ x Z/fz" 1,-. ~,;.J.~:S,.,,,. --~" .:iAt. V. /30L 1 ·: ¢ Nll, ,t•x~O'LR " " )111:'L.O!NG L:L '-_j • f j ,t." Wl:i.DIN(; .,,1,-/ NGCK FLG, ,f"x~o•L.~. Wl:LOINC. lit.L NOTE: ON V,4L Ve 80XE.5 OVE.Q 4 l=E'ET OccP OROV,Oe PERMANcNT, S1"cM E)(T!;NS!ON BAR ANO WELDED WR€NCI-I NUT. P,Q()VIDc OeTAIL INTERNAL COVER Ow DIRT 1"R40 ,/UST l:!ElOW UPffR WRENC,,-NUT ~UAIZD Posrs ,z-4"aA,v 1Jr1... PIP/:S )( 4'•,;;'; C"o,VC. ;::'/1..1..EO, EMSt:O 2 '-0" PLAN f3L0WOFF ASS.EMBLY VACUUM r1, AIR RELIEF A55EM8L'rt9 - 0 No $CAI.I: GRAPHIC SCALE 2' 4' IS' ~&/U,. ~WORKS DIRECTOR R.E. NO. /2..G'" DATE (<J-26-6<;- VALVE BOX DETAILS NO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DESIGHEO f.58ELL Ol'IA.WN DAn: ISBELL OCT 2 21965 CHECKED MITCHELL DRAWING NO, W-5025-S JOB NO. 65852 DWO NO, C-7 m•o. D \ I.JI -.I 0 ~~ (n I (J) ki9N/:ORCEMENT PER 5P,ECJ,C/CAT/ON COATING RcR ~--- A PP !'!OX. 8" • ' . .. 0 ~ . 0, ' 0 ·'" 3½" LAP. ., ~ ', ~-·· • • • ' ,.. ... ' ~ 0 APPROX. 8" ,:;;RO<IT IN l'IEL..O , • • V .. 0 .. ' " • ., 0 .. ' ' "' MORTAR COAilNG ' ' ' •0 5'-/:'CIF/CATION --:L:c;=== ~~l ___ ~·~·~·,·~·-· __ ._·_.~-·-···_·~"-~·~-........ ·~•~i~;,v~··"'rL..C.~+--'--·~-~•_:_~•~·-·_·~·-;.:_ __ ~·-·_+-_"~·~·----'--·---'-.-·_·~;_ . ......,._ CMOl2iAl2 L.INING: PEP 5PECI.CIC.4T/ON ROU,VD Rl/131'!,ER GASKlE'T SEAL JOINTS "1/ GROUT 'S'7'EEL SHELL GROUT IN ,,,/1:LD l"'IELO WELDS NOTE: SeE DcTAILS AT Le'FT !"OR AOOlilONAL IN...-.:::>-"<:MA ,ION FOR iYPICAL ,-lt°E! <i'OINTS, . p FIELD WELO /On ,.,. ,--- ,;" ¢ CPLG {Pt.f/f E,rTRA h'E4VY -- -¾'J FOi< 30"¢ t; LARCiER PIPE FOR IG'1¢{ 5HAl-l-cR PIPE TYPIC~L f3CITTSTRl9P OcT/.J//.5 NOT TO .SC,<:;LE- -• /_:...:..:...::::..cT...:..Y P...:...;....;.:..../3:.....E-=L:.:.;Lc...:.==£'--'5"-P-l=G-=Oc..;...;..;.T-=-=J;;;_O_/=N..:...=T=Fi:.....O.:........:..R:___:=--- STEEL CYLINDER CONCRETE PIPE MORTAR LINED ~ COATED STEEL PIPE MQRTAR' rzon Ptt°G SMAl.f.E,f-/!5tJiTER St!l'ORE S7At!U!JING 7H!!N SvVA,S SMOO'TH ~___,,/ _ MORTAR L.INED ~ COATEO STEEL PIPE NOT ro SCALE DE TAILS OF FIELD W£LD5 NEAR t°l,..E '-A.<!GER 'T/IAN '20H P'OtNi Al'i£11 BACK• !'ILL.ING GROUT IN FIEUD M012'TAR COATING ' p ' I MORTAR LINING SPIGOT RING-~ CAl2NEGII!! NO. M3SI~ OR Af>Pl20VEO 'EQUAL 5H A,f/N. 13!:LL RING ' SiEEL Slf!!!LL rOR PtPe 20•4 t.ARGER MORTAR $ POINT AFTi!!lc .aACKF/(.(. TYP. BELL ti SPIGOT JOINT FOR STEEL CVLINOER CONCRETc PIPE NOT ro SCAL~ TOP OF MANh'OLe r,i; "A/30Ve GR(X,INO LINE IS IN R/W TO PRO<i'ECT Wl,IERE PIPE - ALHA,M/312A l'Ol/NORY C. I. MANHOLE FRAM!: i COVER 11,0-A•/252 ORl490 W/7'# u•cc.t:A/2 OPcNING 0/Z A,-,-ROVE.O EQUAL. %N¢ GALV. STceL MANHOLE STEPS P,f?ECAST ECC!!Nili!IC =Ne.----..._ MANHo.t.e CONE --..... V '. -, NOi ro SCALe , . • TOP o,,,-MANNO/...!! TO /Se ( l"LCISH WI Th' Stlll!l=ACE WNeN IN S !'Rl=ETS,, IMPIK>YeO ROAO· WAYS' OR Sh'Ol/L OE,i?S I L EXIST. R0,10 SC/RFA.C'=,, cSRC</ND SURl=ACc OR PROPOSt!ED 5"/!$S,teADe SGIRFACE 39• TRANSMISSION MAIN ('20'/'LG, ACCESS OC/ilET I S1• _, WELD ~-18 >" '20 "ACCESS Ol/TLl: T TV SE~ ·., •· MOR7'AR COATED TO -..... M.-<,f------~=+u-1 RIB RlEIA/1'. GALV. LIFTING HANDLES BACK 01" FLANGE .,,-,;c;= • • 81.tNO ·•· PROV/[)£ /j ,1 OiV FLANGff 8/TtlMAST/C OR O ii-le/'? APPl'?OP/f·l.)--tt JOINT COMPOCINO AROCINO 0, 0. Ci"" ACCESS OCITt.er--' 19 I PLAN \ \ \ TRENCH WIOTH _ Z"MIN. COVER SECTION A-A 4" TYPICAL 4 'TYPICAL --:7,~ / FOWER OR TeLEPHON€ TYP. CONCRETE THRUST BLOCK AT /3£NDS II.I ':! ~ ~- ~ } ~ ((j ~ \/) : '. ; : : ' I V I'•, ' . . /.J. L ;95 PU/LT CHKO SY ALL NON-METALLIC / DUCT l"ll"t!S, CONOVl7"S OR 1□□ sewt:RS excePr □□ HOOSE i.ATEli!ALS . □□ ,,. . TRANSMISSION MAIN SECTION B-B TWO ·,AVERS Ol' 15 !'EL T aerWEEN PIP!: ,:f CONC. .. . . I()_.,.. CROSS -SECTION CROSS -SECTION DETAIL OF TYP, ACCESS NO SCALI=: NOTES' /. PGl!IR CONC. Sl/PPORT F<ILL WIOTH 01' TRENC# OR Ai CON7'RACrtJl<'s OPilON0 PRt;CAST CONC. 13LOCKS w1 T# A coNc. ,eoor1NG ,:;; n 13EL.ow BOTTOM OF TRl!=NCH, MAY se (/$!=[). t. BACKFli.L iO ,!JE /3,RO,,,<;;#T VP l/N/ • ,,,ORMi.'1"' ON 807'1-1 S/OE~ o,rr Plt°IF, PLAN -SECTION MANHOLE TYP. UNDERGROUND UT/LI TY SUPPORT AJO '5CALE, FOR LENGTH OF CASING. Set!! PROF/Le' PRonoe 2• HAI.I"' COVPLIN<fS Wl'J"H PLVGS WELDED TO l(VSl[)E TYP TRENCH SECTION Nor TO SCALE -- If!' I I '~A A/0 SCALE: 144 ~-~ 77 7~' ----- - 441 . /(2, ~ IG' 44' 12' '28' '24' ' c;, ,-.._ ,z~• ..,I 3' ,...,, \..! <J' i-c-~I ,~ ' ~ ~ ~,: ....... ~I I~ "'· . (J i ll: . ' 1--. ~i~ Ii'. • l..i! 1~ ..-.., ~ I (/1 ~ FINISH I~ ~-'lo' PAVEMENT ., I ~ c:,, I ~ ~I -.: t -(Nie) "' 0) t Is!) I • <:; ff?Xl5T. "' llj I ~ r---~ I ... ' j G/ZADl!!!. ,:; ·1· ---r r 1 IS& !I: ---\: I --- h 75;, -:.';} !:: '-r----1 75% .... l: ' ' l ~ii -' ---1'1''"" '- cJ--P-~• w,.n--. . ' -~ ... ' : , I --------- ---~ -----r t,- I ' ' I I ✓------------------t--------- ------------. -~-----,..,.-,....--,.r, "7 f/0" SOEFITTS (I (_r. ES v•';I\ SAME t:LEI/ATlthV ' -Ftlr S'ER/,/IC' I : : (1/AILESS ,vor..-o OTHERWISE) I I " :I d..J ' I I 01' CASING' @ ~~o• MAX.~S'TA56ERED. P,iUifSSl/Rl: GROVT OU 'T'Sl,PE' OF CASING' iHROVG,',/ COUPL./NGS. ,,,.---AP~RQXIMA re ' I I I, . : . '. '', 1 I - :;-:: • T ~E\l!SIONS I ' ,r \ ' -., I I ,-\ ,I TRANSMISSION MAIN JACKED CASING NOT iO SCALE DETAIL GROUi SOLID 4'2'x 5;/,;;" /E STEEL CA:IIMS' f:OR 30" TRASMISSIOA/ MAIN. 30" >< ¾,;" ~ S TEl!El CA(J/NG POR I~" TRANSMISSIQN MAIN . CONC, CRAOLE PL.ACED WI iH PIPE / ,\/ <\.' 1 I I / / / 10' ,r--- / _.-/-NA7"Ul<AL <:iROUNO - '20' SAN TYP. SECTION JOAQUIN HILLS (t.OOK.ING EAST) NOT TO SCALI= THIS DRAWING HAS BEEN REDUCED ROAD -------4------------------------'---->.~-----TO 80 ¾ OF THE ORIGINAL SCALE GRAPHIC SCALES TYP SECTION EXIST. 30 11 PIPE NOT TO SCALI!: 812 W ■8T ■IOHTH 8T .. ■l!T, 1.00 ANO ■LE8, CALIFORNIA QUINTON ENGINEERS, LTD. NEWPORT CENTER PLANNING • ENGINl!l!RING • ARCHITl!CTUfiE THE IRVINE COMPANY MISCELLANEOUS A~O.~ A~WORKS 01RECTOR R.E. NO. /Z(/06 DATE 0-U DETA.ILS I I 2: I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OHl(IN£0 A Dl'l,.,WN G. A.5TE:,'.4V03 OCT 221965 4 1 s• DRAWING NO.; W-5025-S JOI l'!Q. 65852 C-8 CH£Cl([O 7' ,t,-//TCI/ELL --+==--,-----; ltE\I.NO, D \ fe ~ :E -4 I en \JI 0 0 1" -n UI (l.') I CJ) . ' I