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Home My WebLink AboutW_5157_S• ILITY LOCATIONS MAY BE REVISED FROM THOSE SHOWN Dim TO RELOCATIONS REOUIIU!!D AS PART OJ!' THE ROUTE 73 EX'n:NSION 'PROJECT. CONTRACTOR SHALL VERIFY TIIE HORI ZQNTAL AND VERTICAL LOCATIONS OF ALL DTILITIES PRIOR TO SUBMITTING PIPE SHOP DRAWINGS. -- 11/GTAU 16' !i"Ti., PIPe. · WATeli' MA/II De7Vl/R SE/! PLAN 4 PROF/l/~ JNSTAll TEMPORARY TE5T BlllKHEAP JOIN WITH Bl/TT STRAP HANPHOlE AFTER TESTING I P/5INF€CTION /US1?»C.!" /6.,,, ....=zc;. BU77t,e,,,z,;Y ,v,4,t:,vE ReMOYI! /IJTl!RFeRl/113 PORT/Oil Or elf/ST. IG" 5'Ti.. PIPE. II/STALL 16" BTfi.Y. Yt.V. FLG. VALVE TO REMAIN CLOSE[) UNTIL PERMANENT WATER l/N€S AR€ COMPLETEP • -:ii "' /..V$rA~~ /~.,,.72R= '::F° r ~ ,..f" PtC tS o+oo 1+00 ' . .,o ··• ., # ' ~-,,_v '>c., t; I 11 Ill l!ss· 11 .... <:) .... SrA. cJ,<?5JIB.C. ,,. ?:5"0:5"5 ee7u ~, • Is :~ ~I le,;_..; _-;;.·y_ B,F,Vp /PT. ...._ I /N'S?.>k',t: 77/R6<>T Q:: I &R: .:I 0/SF" I CAMPUS ~, I #.#,//13 / '/ /,I::'.', 6'1W. /t:Jrt::J-? 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II,:· • q --- -------f~---· ' --16"W '1)-j I ~ " • I,,,_'"' -1 \__J_ I I ...,_ / INTERFERING • _ ___ __ ~---~ \ L d:J//4/e,1'/ST/£.' -\·-~ ..-Sl1.&o/.:::,v;r.P sn .. fl_. ~#V7TS'a.,;?? ,?/' /A/5'TACC BC/A/P F,t:6'. ,/ T#RVS'T BC,t>cR = ,?7 $r -t--+--r+I --:~--~----: ss. --1+---I - ----€%/ST. /ZN C,.,l/,.8,ff-"f,!e,-F NA/.V ABAA/P,?A/ ,~---IMSTALL MANHOLE 5TRUCTl/Re CUT(. lf'EMOYl: 11 7 ...________£:)(l5T. 16' BTFlY. YlY. ---f'>0/?.7'/0N-01'"-EX/S-T;----, ::;J~ E)(/ST. 16" FLG. xP.J. AOAPTf'R li:'A.C,P. AS, RE'(Jl.l) I I I ~=-:>f-.-~ E~IST. /Gn A.C.P. Cl.IT I H€~0Y€ INT€1i'Fl:li'ING PORT-JON OF ,F-,Y-/S'Z-or~. C,,,$/NtS ;'IA/P E.r/ST. /~M .5'T~-r"/P'E DETAIL c:0 A/t7TES: /. /YATER' #A/N S'T,4/7,t:)A//A/6' /S' _,q,::,:7;1/6' I! t7r /r'ATE,i" #A/A/ ?. 4t:L ffATE/' ,C/A/ES S#At:? BE ,r" E /4" or E P, . , . AF'TE',t"' Pt?2'VR' L,WE /S /Y S'ER.WCF, • -"' .4A/C#c7R' BLoc--rs /"'FR C.& B. S'T.O. --,,,:,,, -L <I: T#-PVST B?t?C£".s' .P::R C.MB, S'T..O. -6'/,t:)-L, .. ----1--_!i L'4'4/T,r'.4~"2LLbdR"F~-- #ECES'SAeY ARR'AA/6'E#EA/TS' 7t7 .4SSVR?r 77,,'E E.J'/S77A/,5' /?" ✓/6N J/4LP'ES' ARE R.r.9,';P,4/..VEL> &,vn,:; ME ff 77¥,<'VST 8,t:,:X:.<' ef' ,lf{,?ffR #.,v,v ARe a:J#P.::e rEL>. 3m DIETERICH-POST ZlllB ,003 FJLM ,__ N.T.S. t,,, 4.t:<: r,4,e,v,;s 5'/2!4.t:C BE B.t:OC.f:'E,tJ ;"'ER C..V. B. S'T,t;. -'5'06 -,:;. 7. #. C. H'-P. ~ #,;,SA C.?USt7C/PATE£7 IYAT,!FR' P/9T. C-N. B. ~ c!/7',J-' LI.F >VEH'/'z?RT PEACff. ---------1--ii I I . , ---x, u,!·--~I J-1 / i ~ :[ ~ii ~#~E _ ~1fl~ ~ .,,,. ,::,,,11/, .P. /,--S'r.c. #-4/,V, ..._ I' 11 ·•1 ~ /-"/' /"'?,7,-' /'4?;1-'E -4..VP/..VPr. ::::> I f I ! (7,V 6;#EET /Y-? <:) I I ·= ~~ .6£/A/P /Z,4A/,gE .45' S'H,1)1';(/ : I I ~ j'·_ .. _ Cl) I II 11. Ii i¼ f)ETOU/2 SUl2VEY (n-4 = 7,:,•5!!,'/0" '--'..) 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YLV. . ..:---I !!_':,!_~~10_ f'?Vf-aeT,,(tts@(li;J J A(=-:;,;, G +~, ,t,,;z ----- I.~ : 1/ ':f;, Th'~~-~-l1 .... &~ ~ '-! /? s. . : Q:: JOIN c%/ST PIP£ SEE {:}(:TAIL~ v& '",--~o 36' 1!2' • ii ~ I I .:)(15-,,; z-4" DllCT5 (€.0/SON) WATER MAIN DETAIL N.T:S. G~u ! . ~•-□ _ >' _A!"<--, 11i. 15920 _.· ;/.t /1 u I ROUTE 73 EXTENSION ~ I Jb 7 , (J~ ~ • • -- ,ENG _YI-/ · PASADENA (213)792-3096 {,/.;,/. {,,(L. T MP . ~ ---, _ 5co:,■uLTING ■NGINIEERB· urm ..... ITl4l•PI-•uaucE"/1't'1,'gRg~mi·I ___ E ORARY WATER MAIN /2 /,g I ALO.AMAN, -•FT a LEWI■ ~ALM --1619t_,_ _ DATI/ 1, ,,,,. ,.~ CAMPUS DRIVE 8 BRISTOL STREET DATE 1-. 'Z/~'3 I --T K I . ' I • ..._.1GNED av . . CHECKED av Wm. B. SCALE I FILE NO. DATE BY DESCRIPTION APP'D. DESIGNED AS SHOWN • 606 .16 DRAWN BY.. DATE. DRAWN REVISIONS CHECKED DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-S/S7-S SHEET I OF II • . r-------· --- -,;- 1 . ; I ! J / r ti 1 J iJ "--1 _,,.,., .! 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ROUTE 73 EXTENSION 08 (711: 17 CONSULTING ENGINEERS ~ ALDERMAN, SWIFT & LEWI& ~?ft-«'\ R.£. 1592.0 ~ SO. PASADENA (215) 799-7121 SANTA ANA (714) an.-1re1 PAUi SPRMS (7M) 320-"220 w~ .. !)~Gill~ L :;J I t!OtVUE0?/0;(/?ZI /&'"" $.A.H. b',~h,f/A/ I I ~Tl • ., _, - WATER MAIN RELOCATION CAMPUS DRIVE 8. BRISTOL STREET DESIGNED BY J, R. 8. DRAWN BY P. L. 0. CHECKED 9-Y wm B. DATE f(-/,f,-.9;J SCALE AS SHOWN FILE NO. 65~. 4 ' if/,~. ll,\TE I BY DESCRIPTION Al'P'D, • DESIGNED REVISIONS CHECKED DRAWN DATE MESA CONSOLIDATED WATER DISTRICT W-S'/6"7-S SHEET 5 ~ II (/' \ "· "' ( - ) ~~ "' \ ..... ~ " "'"' ~ "1 1' \ ~~ ) ~ ;/ ' . •' • I e??& ,,PS 4t-. C.?A~ -~ P-AC,l-'c y ---,----rCA--V66"G'- .57A. /~./'R. 3~ L/A/~ .,.A,,, /? ~ ,,,-P 6' 6. C6.A 6-G' 1 ~/.,,=E_; /,4~ J/E&' r rCA A/ & ,£"' G'. d.,m, Qr '!?;?,¢.,P. c'r..-VE "C,,, EC.•?°?.;?;:> ..-c. ,"',r,s; ~~ C /' A/ E "'.,P/ 1/ cc..= -,;;p; .??i: eu_ ,, /t,'J... • ...... _ ,., I I I Ill Ill )( 111 ( t·:. \. 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FOOTING DETAIL 1" = 1 ·-o" --------I -r A"'\ 'JI 6. -i~ = 2 ~ 1 ,4,t?,/VS TAB~ G /"'/,"'£ iS'APP,t.E 9,::,_.,,.,-T- ••• ,F,P/'A/A/Et::,t. r?,:S . .?~,r- .3 "6AC: /"'A',V / i? ~ 6'?Z. ,...~ -5'/,N $TC. ~A~ 8" $4'. 1f---<: / -.- PLAN 1/2 II: 11-0 11 ,. S',,.,,A./T.4 ,4,</,,? /,(;5'/6#T$ .#"ATE..e C CJ# PAI A/ .r r".A c:' /.C // /e"S .. CLA 5-'S' .r7'-6s-... ~- P,-.4C/"E:9 / R,,?A/.s'ES' l 2 3 4 5 ~ ¾N/ A'A/Ch'&),P .6dCT$ (¢ ?,;>r.) 6 PIPE SU~f;>AT .DETAIL@ /_□,j[ 4 CDNSULTlNG-ENGINEERS • ~~- J-.LHAMBRA / R.E 226/1 (213) 799-7121 7 8 9 f-SAN-lA-ANA---(-H4-}-9-19--1--76-t------ ALDERMAN, SWIFT & LEWIS PAI..M SPRINGS (714) 320-4220 DESIGNED BY R. L. 8. DRAWN BY P.. L, 0. ~,· .... --"~ CHECKED BY Wm. B. DATE SCALE , AS SHOWN FILE NO. 657.4 I I -,--,-----...f'.::~ 40 I I 41 • I ls 42 ~ s.,,,,,. ~ ;r. .-:::. /.e:J ,,...,. 4 3 ~ .:=;'6'A1/A/,e"C'.T/,4'.)/4/ CONSTRUCTION NOTES 12 11 -90° STL. ELBOW P.E. X P.E., LONG RADIU~, . . .C .• .M.L~ . 12" X 8 11 STL. ECC. REDUCER P.E. X P,E., C.M.L, 8" DIA. STL. PIPE FLG. X FLG., C.M.L. 6" PROPELLER TYPE FLOW METER FLG. X FLG. W/ STRAINER 6t' -X-6--'' x 6" -S'l'-L.-TEE-, ELG. X FL-G . X F·LG • i C.M.L. 8" D.IA; GATE VALVE, IIANIMHEEL OPERATED, FLG, X FLG. 8" DIA. STL. CROSS, FLG. X FLG. X FLG. X P.E., C.M.L. 8" PRESSURE REDUCING_VALVE, FLG .. X FLG. 8" DIA. STL. PIPE FLG. X GROOVED END. C.M.L. APPROVED ;,;a. I t:27.<AVEC77.t:>d re /CJ.,. ,7,,4..-¥-1-P.tf'. A'A//4/ DATE BY DESCRIPTION APP'D. • DESIGNED REVISIONS CHECKED " 44 45 46 47 48 49 50 51 52 53 54 55 DRAWN DATE ' '-._ . o., Co,'"tr ...... l"ost Mi1e1 Tolol l",oj.,rt $hod ,-To•.r N•-St.-i. PROJl:q E.NGlNHI fill·GISHllEO CIVlt ENGiNHI NO_~------ DATE APFROVtD Construction Notes (continued) 8'' DIA. GROOVED El'/0 COUPLING 8" DIA. STL. ORIFICE PLATE 6" X 10" STL. CONCENTRIC REDUCER FLG. X P.E., C.M.L. 10" X 10" X iO" X 10" STL. SPECIAL CROSS, FLG. X FLG. X P.E. X P.E., C.M.L. 10" X 10" X 10" X 10" STL. CROSS P.E. X FLG .• X P.E. X FLG.·, C.M.L. 10" DIA. GATE VALVE, IIANOOHEEL OPERATED, FLG. t'LG . lO"xs"STL.90° RED. ELBOW LONG RADIUS, FLG. X FLG. C.M-.L. 10" PRESSURE REDUCING VALVE, FLG. X FLG. 10" DIA. STL. PIPE FLG. X GROOVED END., C.M.L. 10" DIA. GROOVJ-:D ENO COUPLING. 8" X 6" STEEL CONCENTRIC REDUCER FLG. X FLG. C.M.L. 8" DIA. STL. PIPE P.E. X P.E., C.M.L. ,t;".DIA'.-BLIND FLANGE. 10" X 20" STL. ECC. REDUCER P.E. X P.E., C.M,L, ... ~·-· --~ 20" -90° STL. elbow P.E. X P.E., LONG RADIUS, G.M.L. 10" X 4" STL. CONCENTRJ;C REDUCER P.E. X P.E., C,M.L. 4" DIA. STL. PIPE P.E. X P.E., C.M,L. 4" -90° STL. ELBOW P.E. X P.E., LONG RADIUS, C.M.L. 4". DIA. GATE VALVE HANIJWHEEL OPERATED, FLG. X FLG. 4" PRESSURE REDUCING VALVE FLG. X FLG, 4" DIA. STL. PIPE FLG. X GROOVED END, C.M.L. 4 11 DIA. GROOVED END COUPLING 10" X 20" STEEL CON. REDUCER P.E, X P.E., C.M.L. PIPE SUPPORcr SEE' DETAIL 8" DIA. BLIND FLANGE. 10 11 DIA. BLIND FLANGE'. 3/4" CORPORATION Sji6p PRESSURE GAUGE WLTH,SHUT OFF VALVE 2" COMBINATION AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY. 4'' DIA, STL. PIPE P.E. X FLG., C.M.L. 10" STL. PIPE, C.M.L., FLG. X FLG. 10" STL. TEE., FLG'O. C.M.L . 8 ° PRESSURE REDUCING VALVE, FLG. X FLG. 8" STL. PIPE, P.E. X GROOVED END, C.M.L. 10" X 8" STL. CONCENTRIC REDUCER, FLG. X P.E., C.M.L. e" DIA.STL. 9o•~LBOW,LONG RADIUS,~E.X P.E.,C.M.L. 6'' STL. PIPE, FLG. X GROOVED END, C.M.L . 6" GROOVED END COUPLING 6" GATE VALVE, FLG, X FLG. ----------- 8" DIA. BLIND FLG. DRILL & TAP FOR 2-1/2" DIA. PIPE. 2-1/2" DIA. BRASS PIPE, THREADED END X THREADED!! END. 2-1/2" DIA. BALL VALVE WITf! HANDWHEEL OPERATOR, THRE-AD"E"fJ···e ND.- 2-l /:i•~-BRASS FIRE HOSE CAP AND CHAIN 'l'HREA!f. ~,., 2-1/2" PIPE END TO NATIONAL STANDARD 2-1/2" FIRE NOZZLE THREAD. INSULATING FLANGE. ---------··---.. - 3/4" GALVANI ZED STL, ELECTRICAL CONDUIT-AND 1/S"NYLON PULL CORD, WITH L.R. SWEEPS AND PLUGS AT EACH ENO. 10" TURBO TYPE FLOWMETER, FLG.X FLG. W/STRAINER ( ROCKWELL MODELO 5500 DR, /~Se) . ROUTE 73 EXTENSION PRESSURE R1EDUCING STATI0N-- ,.__,---.---,--_ ------ ! ~ e-A-MPtJS DR 1¥E-a-eR:tS--rol-S-"FREE-"ft-1lr--- MESA CONSOLIDATED WATER DISTRICT W~SIS-7-.S SHEET 6, a, 11 -~----- (' II ! ~., )~., ~~ ~· ~ ~"" \~ ~V) / • ~~~"' ( ,,_ \) I .; t l --:·-::t. 0+00 1+00 "\.- 2~00 3t00 4t00 5t00 6+00 7+o0 l . I 111 I I I I ....... 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CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF :ALL UTILITIES PRIOR TO SUBMITTING PIPE SHOP DRAWINGS. ~c~'f ~ ~ -----=----------_ _,__.,-' I '/ ' st'E lJET.4/l @-_L AB/lAIDtlNEP ' --......_ II 11/ I I '="--~----------1-----+-.'+"·'·,-..'.\ ----------16"WATER-------------- D>.r. C"ounly Raul .. FROJ(CT ENGINEER l'c,I Mi1n Tctol F,01.,c1 S~ut I To•ol ""· !~ •• ,. REGlSTE;aD CIVIL ENGINEER NO DATE A?FROVEO ___ _ S C A L E HORIZ. VERT. 1"=40' I"= 4' /4/LJ rES' /. 4/41C#;;JF B.L;;J~S' Pee c.u..e. STP---1",:J&>-L ?, rNRVST B£CJCKS .PER c.MH. ST,;. -6'/,t) -L 3-4LL //AL//ES' S.414,<L ,SE ,!i'Lt:7C,t'EL) -"Y'.-F C.A/. 8. ST£>. -?LJ6-L ¢. /4'. C. #. .P ::: #ESA C,::JUBO.t. /.PATE,t) lf/4TE;(' ,7/ST.-f'/CT 1 c.,v.e. ~ C/Tj/ ,?r ,VE,lf//",:J;f'T BEACH ~ --. I. +--..\1-Iii--'\----.c,,!q~------_ ----/6 "WATER---I ,. _.... -•-l"R -I --> ~ o,-..--+tr~=-=-s, --l'f-T ---4----~·-+ -----+-------'NC!.24,._l'-"'5-S' 5,f 'E. 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NIJTo: lv'llTER M/1/N STRT/al/lNG IS 11LtJM; € t')f' Wl17ER MINN DE7tl/JR WA7ER Ml/IN WRVE DATA_ (D !'.. ~ 77• /8'/t," R = 328' L = ¢42.54' T =,!(,Z 33'. §~ M Q, ;&: _,,,, es. 15920 I ,, PASADENA (213)792-3095 SANTA ANA ("/14)979-1761 PALM SPRINGS (619) 320-4220 ,- -------------------------~~-- E.l'/IS'C d'":.'C.P RF/4'PtYE /~-~✓#6 ~,>7,::>,,V .tV" £./'✓BT./,:. u /IC~ /,I/STA.LL. /,:."7/?'.#..L./1C. rZ 6. Yr.' t5: e.C B,::>ff ':-.._ f-- ! I < ,E.r'/S'T. d'''6'A?c' ,:{¢L,,..E ,g_.,,·~--I V /1,</ .P m'-fl:1/STB.La::.< , =58SF ~ /-t't:? ,. ?:F.. If!';' v-4#~e ~ I I I II.,. .??. ✓,P p.rT,:>L/.,f" /~ /"..4 ,t;'.,P 'r,R"':.,./ ,f",Y/9T. /,{, ~.L'? •· m (, .. ~~-~-. ~ --i,. (,~---~--E,r"/ST. /~ ~/&-,:r~~ /,VS'T,d.tL. B,t/A/P ...._____ FL4 ,v 6' ,r 1'. r/ilfl/.9 r .BLcJ,::,t:' = i?7$,F . ..wsmL.:: /,::, :;r ,,.,.:,-/.,'ffE ,, . :, . ·. . ST,4. 6',.. ,?/. ,{,,? .#. .L. ef C " ' • -~. ',f :1 I L; '·Y -¼'STALL /6,.,. B#Qr.,{"fij,/ M~ ' ~ 'I'., /,f/ST.4Ct. T,1/edST 8Ct7C< =??Sr _..-/#6'T"1£L ;t,-" ;S'n.-/'3/rlr /r,F flA,V ~ /4'. L . .!i /2";:JT c,:,,4,: rAR EA/A#EL Ct7ATELJ. . I p-~ ,, .✓,4,#~e:: ~e DETAIL . (Y" ~·- APPROVED ~.d..lkt... PUBLIC WORKS DIRECTOR R.E. No.J.Zf1"6 DATE. ?t-I'}- -;·c:, N, T. 5. \..W7~ ROUTE 73 EXTENSION TEMPORARY WATER MAIN JAMBOREE ROAO a BRISTOL STREET g J/41/.aa,e,._~~="E~-------'-- R<?AP DETAIL A /1i Is'@~~ 11!111, "il' U\ro ill\ ~ & lf:D@ D [i',11 [g ~ l;1 ~ DESIGNED BY MLP CHECKED BY _ _,,Me:L,:P:_ __ _ SCALE 1" = 401 Fl LE NO. 906.16 DATE BY DESCRIPTION APP'D. DESIGNED CHECKED DRAWN CITY OF NEWPORT BEACH W-SIS7-5 N.T,S, DRAWN B JL DATE <f--/?-1?3 REVISIONS DATE PUBLIC WORKS DEPARTMENT SHEET '7 OF II c 'J/72 DIETERICH-POST 2101B .003 FILM .,. \ \ \ )) ~ ~ --1 "' '- " ½ \\ "'1 )i I ~ VJ ' ) o+oo 1+00 2+00 I 11 I I 1-.: If I I i: I Cl) d :i I n:I \ 1 / I 11 -1: I 6T,4. /,6'7,'-8/.8/ ,=.e) 0 nl I j jJ-_ I 1 __ /A/ ST. .3&. ,.,,, ,80,!:T .L:1:::1H'A/ ...J l=',= ==-----_ --'-l1'--(I 4CC,;,SS'.#.H,/,</,5',e/L)G, J I 11 PECK' ,Pe-,e c::4C rRA. 7\ C:, , 11 I ~ 11 R S'rP .z;,,v,s. B 7-//, !i 3+00 4 +oo •--- ~ 3r?e /N.$'...WLL ?",,.A'/,r ~GEA'c9E ,V,4? P' E ,4 S'S' Y. ~A" CW,8 S'TR 5/5-c @_.. l J 1, 1p 11 ' i', ~ ~-s?-....... J,1 11 ~ ~ ~=~c::7 ..... c;j)'G"_. Cl) // ~ I~ 11 -<.O 9TA-Or~.-:2.a~ ~ !\) 874,/8';:Jr't::J.O(s,r,e.) --=.,,..=~~"", ...... ,, I ;, 1ft :1 -I /'AVL-T ~Si 1 /,,(/6'/7<'CC~t,,qP,:Jc:T.?V#'/4/ACCESS ~~(.J>---~~.ff'-.----:. Q: ,, 1./J I ~ 1: 1'\ ~ \Md//4'°8R/P.5E'?JE"C.-r~ ...,.~. = ~~ Ql j,i _'a I/ ii ~ i1 sa.c,;.;,~.3"' ~ ( \ cwcTR4..vs .:i'Tc> .?ff& 87·/"s-a 3 ,,. ,;,;,:a,r ,..;;:?~~':;:-_,,.~ II ·ro /I 11 }"'.4L/L.7Ct:'Jl"&R --:_ ~ P-~Vt:.T I PROFII f VERT. I"• 4' HOR 12. _ I"• 40' 5 +oo II I \ 11 ; .,_; I If I fA 11 I v1 I , ~II I I n, I -1 I ,,,,ol ~ ,-11 " " I i".J II I ....,_ ~ II 1 fA ,,:; II I VJ s+oo UTILITY IDCATIONS MAY BE REVISED FROM THOSE SHOWN DUE TO RELOCATIONS REQUIRED AS PART OF THE ROUTE 73 EXTENSION PROJECT. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND V~RTJCAL LOCATIONS OF ALL UTILITIES PRIOR TO sum-11 I'TING PIPE SHOP DRAWINGS. Di,t. • ~~ Po,, MH-,1 S~aat j °;otol Co,oOy I ,~,~~ ;o o, o/oct ~o lh P~OJECT ENGINEER REGISTERED CIVIL [NGINCER NO _______ _ DATE APPROVED· ___ _ A/OTES I /3/~.:,A/£ /A/ BP/P6E 72?.8E /,f/S'T.#C CEP .PR/,7.,P 7Zl B,P/PCE L?EC;(" C&A/6'TRUC T/,:?,V. ? A'A/C#u'R' BUJC..f'S' PF~ C 4/-B, S TP. -5"06 -,:. . 5. -Th'R'd5'T occc.<S' PE.<" C.A/8. 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DATE 4-/?•:93 / 1-~ I I f~ f~ ·~ ,1/6'TE.' /y,4TE,f:' #A'/,{/ $7,477a0-'d/6 /6 ,4?c?d/6 (f' OF A:/A'a,,e> /4,',4/,t; -ft tJ ~~ "1 15920 ~ ; .:.~DENA R~~.13)792-3096 SANTA ANA (714)979-1761 PALM SPRINGS (619) 320-4220 DATE BY ~ cJ',L ??. /<"' ( AFTPV,("J /#STA~£-\ /8 /4".:,;? C ',\ 6'T,C. P/?..,-I\, :¥~-7,:' '\i RF.#cJP'E B?a/P /Z<U/GE ?" / 7,¥,ea;r 9,e,e, ,f" 4/S';??C,C /8';f' 4d° /d>""S'r.t:, .,&7r"'E- Co .V. ,F'EPv'C -/'< 6 X RE. __ L_ __ APPROVED 5';:;;? ,;,',Lc>,P. /3 lli-f ,:d • :_•y Ef/S77U6/~v B=-R',q:y' ,t-:;:'.CYE "llf'~ L_. ~- : 6~ //VS;. ~'-P. .rZ"..4U6E ,4,f/P 77/..eo:9.T '' '1 Bu;7c.,e' = ??Sr; ,,,-9.,FTER ,4L? .r"'E.,e"'H- .C/,.(/E&' ,4,,Pe" //4/ SE..e"r/CE., ~ ~ . , t' / If' JA".#8a..trE_.e_~_-------~ DETAIL 8 N.TS, W8 t§$,~ ROUTE 73 EXTENSION WATER MAIN RELOCATION JAMBOREE ROAD PUBLIC WORKS _OJR~CTO!I DA' 6 BRISTOL STREET DESCRIPTION APP'D. 1 DESIGNED DRAWN CITY OF NEWPORT BEACH W-S"IS-7-5 SCALE 1" = 40° Fl LE NO. 006.16 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF II i ' r ( \. \ ' *~ ~ 1 ~ "' ~ i~ ~V) , ' PIPE ROLL STAN[)~ GRINNELL FIG. e71 ~R ,4,P,P,rltJ.YE/7 E~-t/A't, 1/2h P x 1/z .. MAClf/NE----------._ BOLT WITH HEKAGONAL NUT ANO WASHER ,_....,. ,, S'TCf,:'. /f:4Te IY/.? ,--------k,.",,znPIPE 5TRAP,GALV.---, A--, ¼-" CLEAR 0l6TANCE FROM \ PIPE \ ?,? j/J_Ef ~TER MAIN f ·\ . ~ 7 . . . . : . . ks;+ ; ; : . .' _.) .. ·, '. 41\ ' ~ ~ ' ~ l'l \ ,;;,1%"' . · ... , : :.. : 0 o/'8N,,p,4. ,¥'7/:y'/,t,",,:r,4. ::::::-:--+J· n· . -1 • 111~ • 1 i #6'<'.68 I, . • .·. . ·. T" . . I .. • 1 .. ~ ' ~ 1;;:irrr·: : • "" '.,;. -0 .1 II' • ." . .. ... • . , • • -~ • • _J"~ • •. • ~ •• • • s:; , :b • " • ·l~ .. ~½?" ·,,. ,• • .. --,· .. ... , •. ',. '· . A_J • FIEltJ APPL/El) --~ MORTAR COATING \ \ 6 1 Bl/NP f'LG. 7 MOlrTAIUNSltJE,, \ P/ffOR TlJ INSTAll-\ ME/t/T \ APPLY MORTAR ---, PRIOR TO PLACING BL/NO Flo. \ \ G" h'ANOHOlE ~-6•STl.FlG. ~ ,,•5ro. WT. 5TL. Plf'l= r BUTT STRAPS, 8';3/onTHICI( CIRCUMl'ERENCE OF PIPE. CONTfNUOUS WELO TO PIPE . Bl/TT STR/fP TO BE FABRICATEO / IN TWO SEMI-CIRCULAR PIECES ANO WELOEO. CLEARANCE' BETWEEN BELL -- ANO SPIGOT ON PIAMETER .oGe 'MIN.,. IZ3" MAK . 0,11. Ccu~t~ Reul• PROJECT ENGINEER Po.t Mil .. To!ol l'rc1~~ s~.-., fc•cil No. s~ .. 11 REGISTERED CIVIL ENGINEER NO, _______ _ DATE APPROVED ___________________ _ LOCATION OF PIPE SUPPORT STATION ALONG Cf. 0 F CAMPUS DRIVE STA.10+76.59 STA.10+86.59 STA.10+96.59 STA.11+06.59 STA.11+16. 59 STA.11+26.59 STA.11+36.59 STA.11+46. 5 9 STA.11+56. 59 STA. 11+66. 5 9 STA, 11+76. 59 STA.11+86.59 STA.11+96. 5 9 WELO OUTS/OE STA.12 ➔06.59 STA.12+16.59 p'l'A.12+26.59 S'J'A.12t36.59 S'!'A.12+46.59 ST.ri..12+56.59 S'l'A.12166.59 STA.12+76.59 STA.12+86.59 STA. 1·2 t 96. 59 s·rA.13+06.59 S'J'A.13+16.59 STA.13+26. 59 f,f) s;,,[,i,,t3'ANCHOR BOLTS--~ WITH Z HE)( NUTS EACH THREAOEO, GALV ?~"' Yz" .-0, '·"" FIEL/J WELO(rY?.) I 1/a THICK 5TEEL CYLINOER MORTAR COATING OR PAINTEO • AS 5HOWN 10N PLANS SECTION A-A N.T.S. DETAILS OF Pl PE STRAP AND ROLLER .Bt?t:7 Pt?ff.V H.fi FR'A#E ¢ \ C6'YE.e /;F~,4,:#,4.#BR.4 fiV,</PRY /-ZATE ;4-/'7:fO r-80,:,TPdlf/,(/ ,4/,#.F,c>A#E ,/ CASING EMBE/Jl)E'l) / C!?.PE.£' /l,f At:h'A;#.8?4 30.CA5/NG(THIMBLt) \\ IN BACK WALL 5EAL /'2)£/,i/PRY fl.4?F A-/<73"7 4'-!!' I WITH BRICK I MORTAR II # F?EY/Bt:t: I ~· ,20 TY?E Ca//"Z/A/6 (7Yr:J \\ 3 -o I \ ,;rL. PIPE \ \ . ., '. ;-. ' :~ .. ,, : . :• . '. . . • • • • . . . . " ~ '..'i'"': *I. ~ ,..;: ,;: ~/, -~ ,.. \I <·.-:· ... ·. E/?.A'/415'/.0.V .:/t?/hr ~ zo 5Tl.f'IPE --I--#G AWGCOPPER WIRE.._ . \ ~~-'-'IU.v ,;,pr'L rrr'?} -• THEllJ,,t/TE 8/?Al'E COAT- WITH 3/lt," HOT COA t.. TAR ENAM~L 3• ~ .,. ·1% ' -~,lflW✓A,"¥17,,W.1,WP ,WN,~' • ·~ .. ,FY/¼</S./a</ V&.{(.T #AfiF,e'#lt: (T/".P..) .PVDA'TE,/' ;,,-:.,r;t.!?3-,{/ g,:,4c;< &/4'#.£{"/C,4£ ,:,,F ,l/",<>R,?//EP E4"YA't: £A/L,) ~~.e'T..4~ a,,,.f/7.,,i./t::9 ,F,q:,yy .::YAT BA'.n: p,_- ELEVATIOM. N.T.S. -SUPPORT ANCHORAGE /0' STCEt:. RAM6E rB ~W9 HINGE , L H 1fzx1Ye STRAPS e================ d"," • ••• •• 0d 0, -: : :; '~ ; :-'.-•• ; •• i,-:: ·: .• ·.-~: ::. :-::· \ ·.' .\:'.'.~_-,,_."'··:. :· <:~. I' ~•,,_IJ I· ·I . I~ FlE')(llJLE E,t/L'.>S' ?E,<"' 8'WC8. ~B ACCESS '-'\. . --. '.' rf' PIPE SUPPORT {<v /O' O.C. _/ ~\/ E.VP .,¥"7~.P ,ZW 77.</6 -EP?'YY awr BA.RF /'?'/F EA/"75' -,,,,-S','FCS' .. . : ., • . , .. ,, .. ·-It ·l'.'.t" • ~ COUPLING l'Zj-0,. -ABUTMENT DETAIL 'A' 30#5Tl. CASING ----,_ -ZO" "10/i'TAR llNEl) I !C6'ATE'O 5Tl. PIPE • ~ 3'x4'REOWOOO PIPE--~- 5UPf'O/i'TS, FUlL LENGTH OF CA5ING • STRAP TO PIPE ,.:> 5'0.C. W/S.i. BANPS SCALE, 114'=1'-0" 3G,,. , Ill: ~ ;:::: ·'Ii cl ..... w 9 ,1 : I ~1 to I I,, 1 \0 I I ' I z.if'I \0 /2,.1/A1/c5E-' /,,.SC/2'6'd 6TE£Z fl,,,,, ffhW~':a,4. ff,f/ H7T,1/ &X.r #G>'.P ~,{/ nJ.,';' ee" 1Y/x1Y/' 25h !?IA. Q Q IG -I f'a"1 PIA . MACH. BOLT', '· q STEEL FLANGE N.T. S. NOTE, PIPE -. . ,;l CELL ?4/,,. IP. &'7¥'. /'7.PC:, ~ • ~ • N.T.S. 3'-11" DETAIL 36,,.,p BOLT OOWN ACCESS M.H PER CAL TRANS STP. DWG. 87·/I sec PlAN FOR LOCATION , •. • • . -S'TG'G'£ FLAA/6'E ;:ET,4/L ,4T t:EFT ... ' . ~-IN5TAll 18'WEl/JEO $Tl.ACCESS. : •. -•. •. ·: M.H. PER AWWA STO.C.?08-5'!. · • • LINER PLATE NOT REQl/lR€D ' .. • ' • I:;, ••• ... ' ~ . SECTION B-B (ci71EJ . '· ,_ -.---,----.--.-. .-. -.. ,-., .. : · .. - . . .. . ,; ,,., .. ·-· .. • _____ . __ c~SJIGSiJ:::: BUTT STRAP 8 HANDHOLE DETAIL N.T.S. BROOK:5 3T METER 80)( OR EQUAL (...--WRAP CONOllCTOR ENOS WITH INSULATING TAPE. LEAVE e 'or SLACK WIRE COILE[) IN BO% 4--c;RAveL BA5e---)1 \ I 1\ NOTE, #£"TE? 5.:7.r $/,/,4C,: SE IN5TAllEO t WIRE5 l5RAZEI> TO Plf'E AT JOINT NEAREST TO LOCATION SHOWN ON THE PlANS ~ #/CJ AWG COPf'tR WIRE -W/TYf'E TW IN5LJLATION ~--G'/ Ca?P (rY .P.} ~ TERMITE 6/i'AZE f'ER PETAIL{];:j ~ MORTAR l/NED t COATED STEEL PIPE (CTS) CORROSION TEST STATION DETAIL ,-B---. N.T.S. 1,.W9, R E 15920 . ALHAMBRA (213) 799--7121 CASING DETAIL N.T.S. PAINT HINGE I ~TRAPS PER PAINTING Sf'ECIF/CATIONS FOH STEEL PIPE SCALE, I" = f' ACCESS MANHOLE DETAIL / E '\ □ CONSULTING ENGINEERS ALDERMAN, SWIFT & LEWIS SANTA !>J',JA (714) 979-1761 PALM SPRINGS (714) 320-4:220 I ~ATE I AS SHOWN \..W9~ ;-- DESIGNED BY T., K. DRAWN BY CHECKED BY Wm 8 "'·/<5'-.5'-3 • DATE SCALE FILE NO. BY AS SHOWN 65 7. 4 . . ... ,. CEMENT MORTAR LINING • : : _: .•. < •• : -~/\:'~[ ·, •• . .'· ~. • . '. ... . . . . . - • L~;n -. -. . . . . . . . LcEMENT MORTAR PlACEIJ IN FIELO LAP WELDED STEEL PIPE N.T.S. .. . .. (2),f/7; /. ir" fc,p ,q: c 3 • ;,i:::0T1:~~:ti ~\ '.; /•:·7-;~A:2 kf.i~LPE~fi/#E~ r ::l::~~ STEEL 3/4"CEM£NT 1:::•r-·>·; '~·;-<·r,{·;:,<::-• • .. ••--~.• .. _ . ·.:'.. . . MORTARCOATING.· .. ··.·.·•·.•···.·.·,•· ... •.·. ~IJzj~;t:.. .. --..... · .... ·. .. . . .... •.·· :.. • ••••• • . ·r,f <? -:, \>· ' I ' I CEMENT MORTAR-' Ye• I CEMENT MORTAR LINING /lf/N. L PlACEO IN Fl£ll) 3/e"MIN. RlllJBE/1 !SAS.KET ~ CARNEGIE N .T.S. THEl?MITE BRAZE OR AlTERNATE--i PROCEDURE BELOW I \.ll • S/i?E[) SPIGOT lf'/NG CARNEGIE '5/fAPli M-35/G JOINT COPPER WIRE / MORTAR COATING J/ .· MORTAR llNED / COATE[) STEEL f'IPE COPPER RE/NF. ~ GLEEVE(~l0 WIRE • OR SMALLER) BRAZE BRAZE COPPER WIRE TO¼" STEEL ROO / COAT CONNECTION WITH ~ •01ElECTRIC SEAlANT"BY TAPECOAT f'RE5S CONNECTION INTO JOINT __ . . . · BEFORE GROUTING ~-· · ·• -•• v-.,-; • • . \ .. ,-.',./ . • ·'._/ ., WELO TO SPIGOT NOTES, I -STEEL SURFACE SHALL BE THOROUGHLY CLEANED TO 8RY6h'T /MET.4t:..BE,F~ -8RAZ/,1/6, 2-THERMITE BRA~E SHALL BE "CAOWElO" BY £RICO PRODUCTS, INC.,OR DESCRIPTION REVISIONS "THERMOW£LO" BY BURNOY CO. THERMITE BRAZE N.T.S. '. APPROVED / d-.... ; :,e= D~J'~ IN EE {/ ··.,.;,.:;,/-, Fl~ DATI APP'D. • DESIGN(D DRAWN CHECKED DATE DETAIL (;9) ROUTE 73 EXTENSION WATER MAIN RELOCATION DETAILS MESA CONSOLIDATED WATER DISTRICT w-~/57-S SHEET 9 OF 11 ! ' \ } i~ ~ ' \.\\ ~ "' ~ "-I • ~~ I, ) ' .-/v; •. r.::<\i" -~·-\,:;·?•··. ~--¼/ EKPANSION ✓OINT MATERIAL I~--BEARING PlATE GREASE f eo GAGE GAlY. 5TEEL f'{ATE f BEARING PlATE GREASE IY4HEA'PANSION JOINT / MATcRIAL : ·: ~ 1/"¢"$'72: ./",t:.4Te #',ft 6/8"P/,"l, ,f ¥/~''.P/A. h' ,::,,: ,,,. 8 10 "LONG ~8H80lT WITff---i'-.,_ NUT¢ WA5HER(GALV.) 3'x3/au PLATE STRAP (¼'CLIP.BETWEEN 5TRAI' I, PIPE) 6:4LV. ??'r2'..e /Bu .....-c?'~ SEE PcT,4/L UPPERLEl"T . .. : 11: 2,;, r l·I· ·. -.-· -.~,.-,-.,J,..·,:•.-;,-.:;:v:. _. •. II • ~ 1·1 ·~: ;. .. ' ~-'._• ,_•,, '•.:: •:. •r._-.' V • • :, "_ •'': .•.·_•, ---l--. O' ,11•. , -. -1 .' : ·, , p • . . t. - 1 • • ---• I -·t .. ._,:,. "' : ;,_~: :.:~,-, v_ ':.'·.:. L 1 °•· ·_-_,-<:' ' ' ••11 V 17 .,. •.: . ~,.... ____ -', -' . . , . . (,? )-115 t:>OWELS g /_ 0 ✓I ~ ID , • f ~ t:' ~ <o :[ 3fh/'PlATE :§'TRAP (f:t.• ctR. BETWEEN 5THAPI f'IPE)GALY. . : ·,;.-•. ,.:-.. · -' .-: ; :• ·: ·.: ·- A ""'1 -.;, ·:·:-:.-.:-.~:::::,•-:·.·.,:.:;· --~-_.,_._ --· . '±·-:~-;-t .-~ ::11:~;::.:>, -: 31 •, ~' V n':"• ~•:,•: : · · · · :ll", G" ,-: • .;,! --~-----•· -~ . . -. ' •· t7 ·-_:_.-,.._._;·• _. ... ~~ ·, ·" ·~ J' ~--·: P' IZ"' A...J FIElO APPL/El) --~ MORTAR COATING G' Bl/NP f'LG. ~ MORTAlf INS/PE P/flOR Tl1 INS1i4ll- Ml?NT \ APPl Y MORTAR ---, PRIOR TO PlAC/N(j Bl/NO FU3. G' HANOHOlE ,--~APPLY MORTAR PRIOR TO Pl.ACING Bl/NO f'lG. r---Gp STL. f'lG. ~ 6'ST[)_ WT. S"Tl. PIPE ,--BUTT 5TRAP5, 8':rh/'THICI( C/RC'l/MFERENCE Of' PIPE. CONTINUOU5 WElO TO PIPE. Bl/TT STRAP TO BE FABRICATE£) IN TWO Se Ml-CIRCULAR PIECES ANO WElOEO. ANO F;ELO .A?/A/T .McJRTt'ftf' t,/,<//A/6'. LOCATION OF PIPE SUPPORT STATION ALONG <i_ OF JAMBOREE ROAD STA 187+71.16 STA 188+91.16 STA 187+81. 16 STA 189+01.16 STA 187+91. 16 STA 189+11.16 STA 188+01.16 .STA 189+21.16 STA 188+11.16 STA 189+31.16 STA 188+21.16 STA 189+41. 16 STA 188+31.16 STA 18 9+51. 16 STA 18 8+41. 16 STA 189+61.16 STA 188+51. 16 STA 189+71.16 STA 188+61. 16 STA 189+81.16 STA 188+71. 16 STA 18 9+91. 16 STA 188+81. 16 STA 190+01.16 STA 190+11.16 CLEARANCE BETWEEN BELL ---, ANO 6P/GOT ON PIA/lfETl:R .06l?0 MIN., .te:J"MA)(. C,11 I Pc,! t.J.,1., Covn11 j ~ou!r Totol P,01n1 ~o ~>,.-, ~•••• l0•~• I ---- PROJECT ENG,NEER REGISTERED CIVIL ENGINEER NO ______ _ DATE APPROVED __________________ _.:. __ LOCATION OF PIPE SUPPORT STATION ALONG t_ OF CAMPUS DRIVE STA.10+76.59 STA.10+86.59 STA.10+96.59 STA.11+06.59 STA.11+16.59 STA.11+26.59 STA. 11+36 . 5 9 STA.11+46.59 STA.11+56.59 STA.11+66.59 STA.11+76.59 STA.11+86.59 STA. ]1+96.59 STA.12+06.59 STA.12+16, 59 STA.12+26.59 STA.12+36. 59 STA.12+46.59 STA.12+56.59 STA.12+66.59 STA.12+76.59 STA.12+86.59 STA.12+96.59 STA.13+06. 59 STA.13+16.59 STA.13+26. 59 WELD Ol/TSIDc ¾/. THICK STEEL . .. . ' .-··1--·-_, __ . ., .. • . : . _ _ ., ... _. _ _ _ _ _..-0 -1/8"1/ f'll:lO WELP t'TY/i'.J l!fut ·--,_.eos -----···pH ' ' , .•. .:-.. ... .,. .. _. .. •.•. ··:.: .. CYLINPER MORTAR COATING OR PAINT£[) : ·•.: '7?. _A~ ~ff_~Wt( ION Pl.ANS SECTION A-A ELEVATION I " ' " SCALE, I ;2 = I -0 SCALE: 11/2 ;l~O" DETAILS OF PIPE STRAP AND PIPE SUPPORT ANCHORAGE B 8Ct.T P&ff A1/ #.# FRAHE ,f CJl'Er' ~,r AC#M,&e-1 r'c7U~Y ?CATE A-/¢&7 ~-CASING EMBEPPEO WIO 30°CA5/NG(T/-/IMBl€) \ 14-:..3° RE,<'/8C.e--~ 1-1 -c-', -----11 _TY?ECJt/?C:/A/Gf7Y,P.J\ 'I , . 3"'-o" IN BACK WAll SEAL WITH BRICK I MORTAR tTY.P/CAt.J BOLT POWN M.H.FRAME' I COVER PER ALHAMBRA FOUNPRV PLATE A-1'150 /$"/. S?E'EZ. ,,CC.t7U&& r-s HINGE , I , tk~ tYe STRAPS 20°STl.PIPE ----+--, e=-,, ::, ',:;C :,.,,,,>••M\ : ,rt/.'.:'-'./-l'.::::-~~?fj;,L("n'/?_) #G AWGCOPPER WIRE THER~/1)~ BRAZE COAT WIT/11/lf/HOTCOAi TAR €NAME'- ~·-:,·.-:.:,. . ·.·. •. , ...... t .. PIPE Sl/PPORT (a)IO'O.C. F/4'.P /4"P~-.e' eMJ7A/&' EPCIA' Y COAT IJ,1,f'E flPE EA/L>S ?E.e =c. .1" -~ -1.t, '; '' : :j: ~ . . .~ • .. .. ' ... ·, . .-. .-:-:_.-~, • • •• . • 1/ " • . . . . " ",\W/l~'v.1"'-,WA~h\V#"~~IP\~~~; ;;-. /2-'"-0h ABUTMENT DETAIL A 30°STL. CASING --, /ll"MORTAR £/Ne{) t COATcP STL. PIPE ' ~ SCALE: 114': 1'-0" 3G" , 1·"" <o .::: I ~rjp"" I ;,,s1 3'x4'RcOWOOO PIPE --- SVPPOHT5, Fl/LL LeNGTH WIO I I i!l~l (o I i"'~;1 \O N/UGe" ,• /"''SCHBcJ $7c,!i'C:.;o/,Pe' 1nm 7,/9''P/r1--- .P/,</IY/T# &?l'-T #EAP cJA/ TtJ";" !TL. PIPE ~E.J-?A#S/cU/ ✓C/#T / Mr1TERMC /,'Yr,') R,:1/,5,4TE.Y po ,:F,?!J·A/ 8,:;,<6',t' "'7#H6""';'cJ--'f,., at' 4-?'EP E,:/7d~ ~ :_j;,6d E,!/P ,¥.?.rTA'R ,:;',:U T7A/& ~ =fYC,:7//T .8:4RIF ./3/rt: E,VLJS F1.E')(/l3LE ,.q;e SRre. COUPLING ~B 4e~<'T~,...r.P./'?c';FC-?sr PIPE ACCESS DETAIL tJR;::;.?ST a/ .q:,:tcE tZU{:'. N T S f",4#,tT, - • - e2✓' 1f/,t1Yt" 2§" /?IA. I Q Q /G -1fl°o'' PIA. MACH.80lT5 • a. . . , . t; CELL ' :::: r--36'¢, BOlT OOWN ACCESS M.H. PER CAL TRANS oTP OWG. 87-/1 sec PlAN FOR LOCATION 3'-11// c S'TEEC:. r"O,✓VGF ____..> ~T,'7/& A'TC:E""7 . ' . ' , . ~ ' . . ' . ... ' -. . ~--/N5T.4ll i8'WElOEO SrL.ACCESS.·: ', ·._:, ·_:_ M.H. PcR AWWA STt:>C.!'08-.59. · · '• .'. LINER PlATE NOT REQIJIREO .• .--: > · .P" <• ::,~ .... ·.: .•: •: :•:.< ••::.· •• -~•"•. :. :.:••~::>~•. •, •• • .:. •.-:." "•:• OF CASING, STRAP TO PIPE tol 5'0.C. W/5.S. :·.-·_ ..... _.·.:~.·:·.·'.' •• •r,.: •. • .• ··-. ·._.. :.·: ~.'., :,: ~·: ... STEEL FLANGE BANOS N.T.S. NOTE, SECTION 8-B I o I ==!\ L_, ~IC:: ·:;:... .----;;-:-,-T:.7·~•:·.-<V":: ~ : .:.• ,• : :· : : : : •. -··-~·.: . : ·_:: ·; :: :· ·.• .. _: ._.,.-. ·,. .;, ; ":-.'·-.': •. _;• ... : ;··:. •::. '.:·:· :•,·-~:_:_.•: ~.:.:. ·._ ... : :._'~ :-> :-:-: : . _:; -~·<.:-:.-.·.:.~{is:.'·:.•,::-.:-:~£·:;·:;:<:' <"::::•1;-:.: ."' .. -~ BUTT STRAP a HANDHOLE DETAIL N.T.S. BROOKS 3T METER BOX OR EQUAl IL..--WRAP CON/JUCTOR ENOS WITH ......--rr INSULATING TAPE. lEA/IE e 'or SLACK WIRE COllEP IN 80,Y 4-GRAVEl 8A5E ~ NOTE: ,#€ TER eo.r 9,1/At!:t. BE INSTAllEO / W/ReS 8RAZEO TO PIPE AT JOINT NEARl:5T TO LOCATION SHOWN ON Tl-le PLAN5 ~ #/OAWG COPPER WIR€ W/TYPE TW INSL/LAT/ON ~6" LLl"',P (TY?) ----y THERM/Te BRAZE PER 1 PETAIL ~ ~ MORTAR LIN€£> / COATEO GTEEl PIPE (CTS) CORROSION TEST STATION DETAIL G~0 N.T.S. CASING N.T.S. DETAIL PAINT HING€ $ STRl!PS PER PAINTING SPECIF/CATIONS FOR STeeL P!Pc SCALE: 111 = I' ACCESS MANHOLE DETAIL G~~ I~ CONSULTING L_ ..... _ _I (7 /J, ~H"'\ A E 15920 , 1~BRA /213) 789-7121 ENGINEERS SANTA ANA (714) 979-1761 ALDERMAN, SWIFT & LEWIS PALM SPRINGS (714) 320-4220 AS SHOWN DESIGNED BY T. K. CHECKED BY Wm. 8. DRAWN BY DATE ?-/~· .J"3 SCALE AS SHOWN FILE NO. 606.16 DATE BY -- • . _. ... , CEMENT MORTAR LINING -· ~ -_.·.•·.:_:_-·.:•·· ... •, -: .. : ,~. .. r. . -~-., ·;J{iJ·_-_:>: : : , . ', . CEMENT MORTAR PLACED IN F!ElO LAP WELDED STEEL PIPE N.T.S. /"A.J/r //A' H..oap nAcEP . -' :~•.''· ,,,·.· .. -. ~:::iT ::~;;:i-:;;i§:;,)x:.·/r;:-4f o/f f :'fL;:: ff;E~ r ~l:::b~ STEEL 3/4qCEMeNT r <i::• -'::'~ ;,::::f<:_:·:'j,':·::~: , • • • •• ~-,-, __ _ . • _ _ ··. _ ·. MOHTARCOATING ~_..;:,.-_.·, -:·.·.·'·: ·:·-:v·_.:·;· . ._,tz~si~~;~..-"'I+-="'::! ... -,,: .. -· : ... ·, .. . ·· :-• · ;; •.•.• l••·.. ;·•·· ).··• t · .. · ·.~ ( >·. {cf ) •:'('\\,. ) •: G. CEMENTMORTAR-' I I Yr"··--· I L CEMENTMORTAR LINING ~ PlACEP IN FIELO 3/8'MIN. RUBBER 6A5KET CARNEGIE THERM(TE BRAZE OR ALTERNATE PROCEOLIRE 81:LOW ' I :,,· ---" N.T.S. S/ZEP SPIGOT RING CARNEGIE GHAP£ M-351~ JOINT COPPER WIRI: MORTAR COATING MORTAR LINl:D / COATEP 5TEEl PIPE L COPPER REI~ SLEEVE(#/0 WIHE • OR SMAllERJ BRAZE COPPER WIRE TO !/4° STEEL--, ROO / COAT CONNECTION WITH "OIElECTRIC SEALANT"BY TAPECOAT BRAZE ;;~{i!fo:;;r:::i: /~TO .JOIN& .. :_ • :: , . , : ,:, ' : _?21 WELP TO SPIGOT NOTE.5, I -STEEL SURFACE SHALL BE THOROl/GHlY ClEANEO TP .a'R/G#T HETA.r-B!i'F-,?,Jc'E-BRAZ / N' 6 . e-THERMITE BRAi?E SHALL BE "CAOWElD" BY ER/CO PRODUCTS, /NC.,OR "THERMOWELO"BY BURNDY CO, THERM I TE BRAZE N.T.S. APPROVED tt1 a.rt.4, PUBLIC WORKS ~RE'i,OR R.E. NO. Z '2L DAT DESCRIPTION APP'D. 1 DESIGNED DRAWN REVISIONS CHECKED DATE DETAIL G10 ROUTE 73 EXTENSION WATER MAIN RELOCATION DETAILS CITY OF NEWPORT BEACH w-S-IS-7-S PUBLIC WORKS DEPARTMENT SHEET 10 OF 11 , I • ' I, ' i\ '\', / ~ ~ ~ I "\ " ~ t) ~ ~ ~ ~ V) -.~ CITY OF NEWPORT BEACH ...... ,.... . ··-A NCH OR ...,,.__._.,_," ...,.,,.,,.__, ____J e, SIZE -· ~-• FITTING , ;:-_;i-:;f, ''"-' 4" "=. ----••• "'-· , .. --M ' ~--~• • ,. -~ "'... ,,. '.::; .. ~;;::-,: .. *~Jt".:. .. , ,.:, .: •""' ., .. ---,, -~. . r ----~!~:~~!~~:~·~!~!~~-f,.~t-1·-~~=-~f=~-~=-~~=~--~1~J=~~r-1 ~r"--'-·1 •-• ij .. --==--t·, -~-% ·,, •. '.:, -:;., ff>,~~ :.~ ....,,-.,.--....,, ........-.-dv,..-,..,.-..,_ ~T/"'(7 .,-0,,A ....J... ~-·1 -., ••. -~ . . :-':_ . 18'' 1\1 =-,...-,,v .Nc-9 Cl4!'N/.>VO' ----=---t----~ • 1 ( • ~~---'(~-' . '._'!> 1· .C:. "· WATER MAI FA7' (r :0-~;"~~s·-= (' I '~) -• """'.'1) ,.,,_,>-t""r: __ -J ~Fs_~~~~\~q Jt • I • • ' • ,, -""'""" "" \ • I ' • • '>r-:-r'"':"", -~':'\~ 2 0I11.WnH " 1 "'--'r MAIN J . ' • ., < . 'W," "' ·•. -' --" --~'1 .. ~ ----_..-.::l.°;',i;,· •_· • I · )3--..,CONCR:T .-· -_ 1,,---.. -" . '" ~ . ,;;·~------~"'=· •• ,. p I .~-... ~ . TRENCH._ ,; __ --'' . . .... ' \ ... (;)'"' • ~ ~~ ~ .. ' ~ ~ ~- ~· ~\ ~~ ii i~ ~¾ ~I ' I~ ~I !L-,-~ ~ " P.C.C . .JPPROACH ~ ~ ,, ~: " l -" ~I ' I ~ GVTl~J. _.., I tc..:,Re LIA/£ ·-· \ { I i_.,_,,,_,,... .,........., ,P,:,-A_, -~ 1,,.-.!T'tM'~E8S/?'rp} A CH nr-w f\lU~~I C: lf'INS L=H=W IN FT. 22 ½' BENO 45• BENO ,.~1..HOR DIMENSIONS '·' '' ,.o '2 '"' ,, Z.7 3.4 i------------iT ., 1, __ ____g_,Q_ ,., 4.4 ... 2.4 ,. •. , ,., 4.3 ,., '' . , ,., , . FITTING THRUST REI' CIPRA HANDBOOK \.. E,l'/.ST..WO ...CnYT_ PLAN •• ._,..._n, ~ ==-n Ct.lRB O;CENl.!V.S FO, 7 8-C F .,._o .. APPl204CII 80/7(),# fnr/ .,·.o· >P "·cF FO, 2•.t,.· MiJ./ ?J '* M,H'.3~' z·.&,· 1--·..r· -1---_:-K· 7 / ~roPOFrnRB I 1-----I / •o~P -. 1....-----1 I ( t'' t /4' !F (JrJE w,ty { G<,;rre;;, Jt:" ELEVATION 2"01.? M41CR aisJ' s,01=w-41.J/-r•R•cs I v,p,oaff I s,oc,µ,v I P< __._~ ¼·Peen: Ir -,., ::-J, ' "·· .. · >·_c_::c:JI C -~, .. . . ... ·, . . ; . £ . :: ~\6 . .go .,., 4 #,:, ~g SECTION 4-A' 4,,/n;;'# ,....,,T.,,,,. ASP#A.C. T~ co.-+v~rc AS ~o llO~-'BLOPEc, -;_,...-,.:H2E4S ,f :5LOPCC> C,.Q/V,li:WA.-$ 8-7CJ•::'>"4 ,t:::/AJtSW SAfAt.O: 1-/.dVE A co.,-,,::zse -----~--~--•~c._,v, s11,1e2 R G CITY OF NEWPORT BEACH I DRAw~ _4...!.__,J,/_ o.-.TE" _ -3./. 73 PUBLIC WORKS DEPARTMENT Al'f'ROVEO \_ \ ~-- CO&flt1€12CJ,4L .l)RJVE,YAr' .4PPR0,4CH ---TYPE'I ·-----" . 7Jcei IC WORK5 OIREC~ ',j ~ E NO') Ct ~'J .. OflAWIN,3 N() ST0-/&0-L ' • 4 •· - ~ 7,.Uf2 TEE =::@ • ·=8 , OEALJENO c&..? 1-,_j 4'5"L4TERAL ~ 90.8ENO ~ 45"&:A/O !-1., ~- 22¼" 8END c:=S3 ~'- ///(,"BENO /'I f·:7 rti(~,...~,I' I H _/,?_';+l;W TYPICAL .5EC;QOA/ T.4P.u T#RL/ST .B~oc,':'s FORCE MAIN PRESSURE TESTS SHALL BE PREFORMED IN ACCOfiOA.NCE WITH CURING REOUIRE~[NTS SPECIFIED IN FOOTI\IOfE ll: TO THE CONCRC:TE CLASS USE TABLE OF THE STANDARD SPECIFICATIONS - Tf-lRUST BLOCKS SHALL BEAR ll.GAINST UNOISTUR3EO SOIL, BACKFILL COMPACTED TO 100¾ Rl:LATI\/E C0"4PACTION, OR CLASS 100 E 100 SLURRY. BEARING AREAS L X f-1 ARE <::OMPUTEO FOR fl:ST PRESSURES OF 225 PS I IN FORCE MAINS LAID IN GOOD SOIL WITH AT LEAST 3FEET OF COVER BEARING AREAS L><H SHALL BE APPROVED BY HIE ENGINEER FOR THOSE FORCE MAINS WHICH o) BEAR AGAINST POOR SOIL, b.) Will HA\/E LESS THAN J FEET OF COVE~, c_) WILL BE TES TEO TO MORE TH"'-N 225 PS I OR d l il.RE NOT REPHCSCNTED BY A FITTING OR SIZE SHOWN HEREON THRUST BLOCK BEARING AREA LX H IN SO. FT. -nTTING TEE OR .,. so• 45• 22\'i!" II1/t-" 1:11 "=IZE DEAD ENO LATERAL BENO BENO BENO ·,:,;.NG 4 ,o , .• ,., '' 0.8 '"' • 4.Z ,.o " ,, 1,6 o., t-·a--.--7~2-,, 10-2 " • 2.8 , .. '° 10.9 7.7 1~.4 ,., 42 '-'----:! l:i.4 10,9 21.8 /1_8 -_G.O ,.o 20.7 14.6 '" Is.e ,., 4.1 __ " , .. 18.9 "' 20., 10-4 -· " " 33.6 23.4 475 2~.7 13.1 FITTING THRUST REF CIPRA HANOBOOK ___ 6~~ CITY Of NEWPORT BEACH DRAt>'N RG nm '>· ~ PUBLIC WORXS OEPARTME:NT APPRO\/rn ___ _ ~•" ?-~,II Sl THRUST S._LO_C_K S PUBLIC WQR~S OIRECTOII -~-~ E_IIO. l.?(:Jer:,. ORA\111110 1<10, STD.-510-L I-,._.,____ • I .. ---1 0 .o ,,::.:'i.',=~:,i .. , ' . ' "+:·--·---~'-J_.~ ': ;; -~r-·• ~:;:,I-;ii 7 •• N• ~ 6" ;,;,:_,: SL0,8 ._.. j L 2",2 .. 11/4• L ·' 1/2" i> INCHOR 30LTS !G"l\lJ SET IN COUCRE TE SLA!l 1 Jo_ 000000 o .Lo·:_-Q~·:o .. a o "; "I o ,~ , ' ' ' / 7 0 "• "'l_ _ t ,, • ~ l,IIN. SLOPE NOTE 11, .. ' W· '• ...1. I ' • u Coop., ~,rt,nQ1 s,011 ijo -,,,., Sold<t<d ,, c • .,,,..,.,.. T~~- C.,,c,.prooo 18" s,...,o~,• 4Q ~•eo1 Vcn1u P, .. ~, • .,, Weld 1/q" PIOI• TO) Tep, P,o .. d• ro, docho, L"')• ,h 80,eom, "'1d ~,on;,. l!t•, roh.,rnl,on i• A•r e, .-.,..,,m Aol,el VOi••• ,o .. o ,.,~,1 No. 14S•C .l I v..1 .. Bo,, Co,.,, And R,,ec ... , Sia 5ll-l ~ -. Copp.. T~b•n'I Trp• K • SO" W,o"gn! Coppu £I1>ow ' l,onn B<>II Vol••• Jo-, Jon•• J -000 7 I B,o~« Ooul>lo 51,ap s ... 1c, Soddlo, Jorn., Jonn J-H9 YERT/f;'J.L 5'CC flOIV CF ltEIIVFO~C£0 COIVCflti/£ ECCEllif.Rf!;_A!_~."IH()lE SHAFT t'£Nf!CAL sn:;~'J!:.£ I ;;~ /.¼:<. i/1!'1,<,.,;5 9~u .. de' P,,•-;.v....--2"".o w,~ n,,n tt,;~= ..§}Jfl.0:#!}'7 i,,'! #71,,ff; ~,"n~~- IYH;', A/D /"4 4 !€' ~ W 64'-'~ ,fVMi',,. 5' O C. I ; 1'F PLAIN :~:OLE SH,4~T ECCEIVT~!C ,;.~ • ~' ~-~- ' :iJ'2_;i14i~"! .·! f ' NOTE.5.- " . .z· /4j" ws,_:z-s~JilP.lt, ~fir~ I All .IO/NT5 SHAlL BE Ft,UEO W/?'H /-2 MORTAR A#C NEATLY ,PO/PrE,t;.1 04' NIPEP OP ,.-.,,.,-5/,;>E 0/ .$H.4/T l. MANHCJte ,r',i?AME,.4,VD COVEA PE.Ii' ,5r,/;)-//2-£ ,,wrH.LETTE,Jf'':o--,, ...... CE/VT.E.4 o,<:'" COVER, .Sll/f?F,,U:E 01"".LE?'TEN .SNA.Ll BE FZaSH W/rh' ,9Nl.5HEO Sf'/RFACE OF COVE.'!' ~ PRESS.UR£ M"1;'1/H(JL£ r'R.4ME r a,,,-,!"R SN,•U£ .8£ .4£#,d,o.l!J.R.4 /OUNPRY A·/SO(J OR AP.PROVED EQ(,'Al, WIFH LE"TTER •o" /IV CENTER OF COVE;;,; ,5llRFACE OF LETTER ,&'.tVSH ,.,-IFH F'/N/5,¥Ell SuRF.,,,,:;£ OF COVER. 4 if'CCENfRIC A'/4;'1/,¥0L£ SHA,£"✓', /f'£OVCER, ANO KIN¢$ MAY OE P(.AIN CONCRETC: F(JR VNREl#F(JRCEO .:SEcl"/ONS, r,NE M/N/,,.,PM T,.VKk'AIE'S.;i .SN,,u:.,_ SE ~/NCHE:S, 1, 70P .STEP ,SN,IL{ OE PLJCE£J 0/RECll.Y ,BE,V~ATh' 'T"#E ,t,fJNH()lE Ct'JVE!l FRAME E.XCEPr WHENE ,51,'l'JW/o/ <?rfa'E.RW/:S,E, 5PAC/Nrl ar .5TEP5 ,W MAFT :!,HALL -'E /2 /NCJIES ON CENTER. SEE .$T0.•404·L. JD,:?..OT~Ci! ,.=--OAcf "-.4_,_C__f,CO '.;9 CITY OF NEWPORT BEACH ~C/14--.r,-1,; Rt;:F. • srv·4o.J.L AcY ,--=--,...: .STO. P.I-V6 -</o E'·CJ/0 OO~WN IV d Oj>.T[ ~/~ ~- PUBLIC WORKS DEPARTMENT l Al'f'RO\i C:ONCRITr-nf"N/;s,"" ~ -:-I • \ } J~,_____ \~Ul'.lllC WOf!KS OIRFS:,,TO_.(l:_ A.E~O._"'LS-"'_; REDUCER AND 51-/AFT FOR STORM DRAIN MANHOLE 0"1AWINO-NO sro. -3o9-.t.. 1 r'RAMEJ I C(l'Yfl{S ,.tACEO ,,.,. t}i.£ 'JJ.J!JJEE flo./!,1,-rt~.w.: t~ O,f ,T(lf ,V,:,_ ~T~ /11A.fK,£1) S.fW.tl( (Jlf IV~rrlf ,t,f4TC4' EK/ST IW.4Tl. .. -. C-0,,,'CQl"TE Cot,,:_4,0 - ~ ~ ,4. C. PIPf r:J~ ll'' VC. P. or j_" P.v.c-. ( sc.1,_ 4-0} ~ 2'-0' {;Y,4 <', --1--_ NOTE I A.C. PIPE SHALL NOT BE USED FOR SE:WE:R CLE:ANOUT RISERS. 2. FOR SEWER CLE:ANOUT PLACED IN SIDEWALK, USE BROOKS PRODUCTS NO l·RB 6 N0.1-R MARXED SE:WER. REF sro-406-L t2; :,., s I . , .. . . " . . .. = CITY OF NEWPORT BEACH "''" PUBLIC WORKS DE:PAATMENT APPROV J .Uy 7-l!J·i2 R~K .,-:;-.,r'-7.,. .--v-9-,:'<~ OHE -1-t--J'!J ~G2""''""'o'"--_ V4lVE BOX COV€J:< OR SEWER CLEAIJOUT COVER AA.ID ,QISe'R 'BLIC WOR~S DIRECTOII I I=' REN('~'="'.- NG STO. -5/1-l 011,0.Wllhl I "\V--:t= ELEVATIO~ VERTICAL VALVE ANCHOR WATER fo'A[N PRESSURE TESTS SHALL Ill P£RFORMUI SUBSEQUENT TO THE CUR[~G REQUIRED m ~OOINOTfc 1 OF THE CQrlCRETE u,ss USE TABLE, ST!l~OARO SPEClFICA-:-1ow.-., 'iEr.TIOrl 201-1.~ 2 ANCHOR SLOCK~, WHER[ REQU:RED, SHAU BE POURFn Ar,:l(NST IIN- OISJURBED SOIL, HACKFILL COMPACIED TO 100-:; RELAT!'JE CCMPAC TLON OR CUI,',~ mo ElOO SLURRY. 3 OIMENSIONS L, H .I i,; ARE COMPUTED FOR TEST PRESSURES OF 225· PS[ IN F(JRCF MAl~S l.l.ID rn GOOD SOIL WITH Ar LEAST 3 "FEET OF CO'IER. 4-OIME~SIONS L, H & 1-1 SHilLL BE APP~OVEO BY THE ENGl~i;E~ 0'< TIIGS( WATER M!\INS ',IHICH (A) APE NOT POURED AGArnST L,MilSTURG O 5UIL, CO:r.PP,:TEJ BACKFl'.L GR SLURRY. {Bl \,[LL BE TESTED rn .~o E THAN 225 PSI, OR (CJ ARE NOT R[~RE'.,ENHO BY A FITrING JR SI E SHC,i,;r, HEREO~. 5 JOrnT FA~TEMER5 SHALL NOT BE E/'PFnflFD IN CCI\CRETE. 6 PORT IONS OF RErnF0°.CING STEEL NOT El'.BECOED IN CONCRETE s:-KL BE COATEfl ',IJTH HOT TA?., EN,\MEL OR GP.L'IA~[ZED 7 NO A~CHOR BLOCKS SHALL 6E R£CUPEO FOR VALVES HI ,IATER MAI\S LfSS THAN 12 IHCHES. fil:1 1·''-·~! CITY OF NEWPORT BEACH I DR~Wr,I R G tt,o.TE ,, PUBLIC WORKS DEPAAT!°!!ENT APPHo.-~o _fi~ ANCHOR BLOCK DETAILS AFPROVED PUBLIC WORKS DIRECT()R flE_NIJ.~ OR,o.1111No No.STD-506-L 08 MESA CONSOLI DATED WATER DISTRICT ., STANOARD VALi'[ BOI ~ 2 G•Lv N~.5!8". G•LV ANC><OR fllHSllED STREET . .,__..,___,. #COVER AS PER ~TAtlDAAD ~ ZEIICH BOLT c•sT., GRAllE ~ "'" l DRAWING NO 14 /;,. • SL•B {4UCH AT ....-4 ~• •?ART] ~ • ...)';,,__,.....--ORAIN HOLE •1 a • l ~) ~ a·! •, 0 ~~ ANCHOR OETAI' ~<O ~ ,-z -·11 • ,£_J ~ ·. Jfi'J 1-":'t~ ~ ,, ' ~-, ... ,,. ; I 2·1.1,N OR,.., 9~0\11~ _ OOMC WLltl,R "'~ I = ~ - -CCNCRElE P~O _,,.,.. ON lhtP FLANS )I ' . '™ ~ SES DEl<l,ll BELOW rJ:~==="";''"'"'==~_J_""tt-~=c,;' __ i_ ® @( 7 I LEGEND OF MATERIALS f!" 'IEIH PIPE ~--J b I-.C:"-c;c.j_,_,;;;;;cc;cc_:::::~"""-------j .0 ,< _:,, G) !.'.lYA"lrEO SHEL ~,~no PJP[ COVER (CEBE -21) JlE.~ NO SIZ[ A~D DESCR1PTJON tr COPPER \,'JR-@ ~IR A:I~ ~.lCU\l'I RtLJEF 'IA'"YF !Af'ill 14:ic) EXISTING J ~ ..._ @ BAASS CW>E NIPPLE -~~-~, i/F~CE l)f CURB Tli~UST HOCK' ~ @ 8RCN?E t.l.TE OU£ ill ,. (SEC SUNO.~~D I ® iROHl1: ADAPTOR ',1/lP k / URA~l\•~ NO. 12) I COPPER WIRE T"W,D X SIIU.T An,\PTCR -----~ -/ . © 90• COPPER 8[\D W/S!,_VER SOLDER ... G ~ ·+-ti/; FL!l~GED OR RINl.i '7' CORPORI.TIO" $TOP -""' '=" /TITE CUN~i:CTimi 'V 1--y @ @~ / @ l)OU8lE STAA-' BRO"'' srn'llC[ !' SAOO\.E 1/..----.;:"-: -~ '-----® GAHA~!ZED CLOSE NJPPlE I GUTTER @ 1/ X @ R[TJ>I~ BE~O / E:>CIST _/ ' @ COP?ER TUBWG {TIPE"r") PAD DETAIL _, _ _,,____ --+ ------\✓ MAIN I I @ s• VENT PIPE c.I. rACC ANO rnvrn @ / @ MR~EC M.C.W.0 (BROO<S NO 4TT CR I f----"7f----,-, H , C • 7) @ @ '~-_✓/. -~ I ) a GENERAL NOTES MUELLlft COMPANY, [LOW l. RH(~ TO STASO(RD 01',AollNGS "°· l ,O.NJ 10 2 roR ACCEPTED 11,\HRIA'.~. / TAPPING VALVE SHALL BE CORPORATiOll OR APPROVED a. 'IE~•[g PIPE C0V£~ TO BC PAIN[[~ sn 8LU£ PCR SE(TlfJN 9.00 PAf<ARJ\PH C :-\ECH~~IC~L-T\'?E EQIJAL. Of T~( ~11,NO(RD SPEClflUTIONS. lAPPrn~ SLEE~~ 31110 l ~~Lt~~~~~~~g/~~s8E 1· OR<" P,S SPEClfl[D 3180 MESA CONSOLIDATED WATER DISTRICT •;::~:,':a' MESA CONSOLIDATED WATER DISTRICT ';.:;'~::'g STANDARD TAPPING SLEEVE AND VALVE 6 STANDARD 1• OR 2" AIR AND VACUUM 8 FOR CAST IRON OR ASBESTOS CEMENT PIPE RELEASE VALVE ASSEMBLY aa-1"' ~----~- ~FIAVITY BLOC'S SllE HI r.llBlr fi.ll --:1· :1~i m· 45· 90· .. ' Vi " ,. " ,, '" ~ .. ~ .. ms w " ~ '" - 12" " BO 14(; o~i:" 12" S~OII• 0~ PL~NS -----~ 3/B'" TIE HO.Fl ~{. ,,-~ J7 ,, Al "" ""-~ t-----= 6" GENERAL NOTES ll«US.T BlOC~ s:ns BASW OH 225 P.S.I. PRCSSUR[ 2. Tt<R\JS~ BLO(l5 5.jlLL Br (I~'.,< .,~.c-~noo [STAIIO~RD SPrcF;CATlCNS roR PURI IC l,IJRK,5 CONSTRUCllO~,llH'iT E□lllOH;, J. ALL PIP[ & FITT1'1~5 SkACl BE ~l!APP£0 W!TH i'IR Pf,Pl:R PRIO< TO P.A(JN~ BLO~r.5. 4. ALL TlE Ell,1$ SHALL B[ (~[~fl.ED IJIO WAl£0 WITS KOPP[RS CO BliLliASll( NO. 50> O!t [:)IJl,L. 3180 MESA CONSOLIDATED WATER DISTRICT ~TAN.WA.RO DRAWING STANDARD DETAIL OF CONCRETE GRAVITY BLOCK FOR ASBESTOS CEMENT PIPE 11 ~/4 •. ;f&.~ R.E. 31452 SO. PASADENA "1 f0 =7 L ~,J ~,,__ 0 SOCKF;'T PIP[ PLUG Cul.MP ~ 2,A,,R, ~~ _L w.'i'AP ON Pll/6~ (~) r:i 0.0 a (ty ® CAROBOiiRD SEPll.Rll.TQRS GRIIVIV€LL FIGS 523, ,92, 594 !i S95 OR APPROVED EQUAi .(TYP @.©a(z.)) THRUST BLOCK {TYP 0,080/ ~'¼'Of'& PLAN VIEW ~ ~-,vpv- REOIJCFR Sl.!E TO BE SHOWJV O,V l,J.IPRO'./EMDVT PlA/VS SIDE VIEW 501L ~,,~r•:; A•E~ '" ;qu~•E fE[l !'.'.IN n~· sm: .,. ,,. ,. ' ' • ,. ' ; ' ~-,. ; ' " 10" ' " " .,. " " " OVER 1;-, T~ ari;;f~J::.,tM?RO•E· GENERAL NOTES flFUST 8,0"K <;J/f<; IIASED OH ~ SDll 8£AR!NG 'IALUC Cf \000 P.~.F ANG,~~ p_s_r WATi'R PRC\;u<t. TkiUJ51 s1oc,s SH/.Ll BE Cl~>S 420-C-ZOOO (STA"C~PO IPfC!FICATJ,JNS fOR P:JBL:C woi;,Ks co•sr•.ucr:cu, LATE>r m1;I0N) l "LL PIPI: f!1l]SG5 ';HI,_[ 8[ WAAPPrn WITH r.u; PAPER PFIM TD PLA(l.•C. BlOCK'i •-~lL TIE MRS S>Alt er CIHl<fJ Atn :oirrn ijlJH KOPP[~S co. enu>llSrtC ll) sos JR EQU•L. 5. THRUST 6LOC< so:L BEARl•G AR{A; FO• )(AO ENOS ANO HES ue TH[ SA.~E AS '0~ io· __O_ENDS ________ >OO MESA CONSOLIDATED WATER DISTRICT STANOM'IO OA-"WIHQ STANDARD DETAILS OF CONCRETE THRUST BLOCKS FOR ASBESTOS CEMENT PIPE 12 ---{b-. -~ "" ... , ... " • 2• Coopo,oli"" Sh,,, JomH Jon••, 19-4~ or M~•ll" H"J'lG'l_ for Comp,',,.,0n F111.,~1\lu Jo.,,, Jon,, 19~~ ~• l,loollor H lSOZ~ CITY OF NEWPORT BEACH PUBLIC WOAKS DEPARTMENT DRAWN ~PROs' ,~~ □ CONSULTING ENGINEERS ALDERMAN, SWIFT & 0..EWIS SANTA ANA PAUi SPRINGS (213) 799-7121 (714) 171-1761 (714) 320-4220 AIR RELEASE AND VACUUM VALVE ASSEMBLY ( ~Bll• 0~~WNG"'0 STD-515-L DATE s,/zey"R.3 DESIGNED BY _____ _ DRAWN B' CHECKED 9yc.._:W~M!!a_!, Bc!,_ __ _ DATE -?°. ?-:,' -5? SCALE AS SHOl'.N FILE NO. 606.16 / 657.4 DATE BY DESCRIPTION APP'□. REVISIONS APPROVED D,d Co .. nt7 l:o~li, PROJECT ENGINEER P<ul Mil•1 lotol ,.,.,;ect ~· ... , "· IH-G15HRtD CIVIL ENGiNt.ER ~goal ~~ .... NO•-------- DAlE APFROVl:D•-------------------- a• n . s ~ ~ •' L •• oe t:l~ •• "> •• Oo •• • a ; ~ !l',lT~R MAIN =--.... ""VEO SURFACE :..c . 6" • 6" CONCRETE COLLAR CLASS. li60-C·l2~ 11 (iAUGE COPPEii WJRE LElfGTH OF ~IP[, I2w LAP INTO \VELl -I" VENT Pl~t; IRO'I cc,,,11-11ac-1, ~ BROOKS 4TT ~ --l'.IUTTERFLV ,'ALYE---l l__l 1)1---. CONCRETE ANCH0/1 BLOCK -CLASS 420-C-2000 ' ' ' ' L J H g_ENEAAL NOTES • ~ STE~L REfNFQ~CING 9A•5 tC~ltO '"'TH .. ,~, .,.., NG 11. M~NUFACT\JA,NC U:-2 ... sQPPCRS CO 81TU,.lSTC ~o ~~~ c~ •P~•OVEC EQUAL I. AIICHOR owe~ O~H REQ<JIR[O ""E'l VI.UE IS "CT HMGED TO TH CR CROSS ~~VIDE VALVE SHH EH£~SION IF JE?H TO VALVE rful EX(EE□5 4 FL J. OJM[~SIO, "C" EQU-'l l<[~C~ ~IDIH PLUS I i PIP[ D!AH[lER •. (l!;TT[RFll \'.UV( OP[R-'JORS SHALL B~ lOtATEQ OH THE LfFT IWI□ SIDE OF THE Y~Ll'E \IH!M ;UM~!IG ON TH[ FLAA1i£0 ENO OF THE VAi.VE IAT TSE Ht OR moss) lll!O LOO~JrlG THROUGH THE VAli( T0\11\RD TH[ PIPE ENO, WERE CQ~CRCTE (~8'iS ~UTH'SS WILL EXJH AT STREE~ IHr£~SECl1VHS WHICH Will JNTtRfE<E WIIB V~LVC BOHS 1HE PIPELINE SH/\lL 6£ MOHD TO A POSJllON Of J.FEET QfF CURB CA•:( TO CLEM ~lJSS CUHER YAL\'(_ilrE ~ ,,_ -'- 6" OR Sl>IAI.L[R ,,. " ,. "' ,.. "' ,.. ,.. .,. ,.. lB" T/IENCH wiOri-l C• _ I ~~•PIP£-~ TYPICAL OPERATOR POSITIONS ~ • -~-PIPE (TYP) t""' ,,, .. • OP~IHTOA JTYP)· SEE NOlE 4 a,~o MESA CONSOLIDATED WATER DISTRICT STM<O,\AD 01.~WPll;I STANDARD BUTTERFLY VALVE INSTALLATION 14 1!3.el. rt..L STANDARD DRAWINGS PUBLIC WORKS _Q.IR~CTQR R.E. DATE__)-· t,.,...,-1!/, I DESIGNED DRAWN CITY OF NEWPORT BEACH W-S/S7-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 11 OF 11 I ' ~ ~ ,., ~ ' "I ~ ~ ~~ ~V} ~ " \\ r;