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TE NEWPORT:· BEACH ---------------.. - N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT THE TUSTIN AVENUE 16 INCH TRANSMISSION MAIN ~ ~~:::":::o'\ 4~~ ~ MIRA LOMA TO PALISADES ROAD CONTRACT NO. 1079 :I_ ~ ~ ~ ij I ' APPROVED !' ~ ~ J f ' ~ ~ 2.Z.-,;7 DATE; !a I' ~ ', ., ~--16" TRANS MISSION MAIN !%~ I-r v ,-Y'i -e__ ~ / -L OC.AIIOR _-__ -•MAP 200 Q 200 40<JAiET ------ I I rj ~ V) ~ Cl '( V) ·' ;-.I ~I -t I LIST OF DRAWINGS SHEET TITLE 2 3 5 6 7 8 VICINITY MAP, LOCATION MAP AND LIST OF DRA·W I NG S PLAN AND PROFILE STA, 3+00.5~ TO 13+00 P LAH AND PROFILE STA, 13+00 TO 26+00 PLAN AND PROFILE STA. 26_+00 TO 38+00 PLAN AND PROFILE STA, 38+00 TO 46+23.5t SANTA ANA-DELHI CHANNEL CROSSING DETAILS PALISADES ROAD JACKED CASING DETAILS MISCELLANEdUS DETAILS JAMES M. MONTGOMERY CONSU,_llNG ENGINEERS,,NG SUBMITTED A..z.l~.R. ~P.• 1,eee S-4-c,1 • i'ROJECTNiflNEE✓ R E NO DATE SHE·ET I . : ______ I r---•• ! • I ' [ \ I I Ill ~ ::,: :--t I lJI 0 0 "1\ .p,. 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McFERRIN NAYLOR DATE 1-----'--___J _______________ .L._--J-~CH~Ec;;C;;;KE;;'D;'-"~,;;DA"'TccE __ _ REVISIONS LIDKE 5-3-67 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5049-S SHEET fi OF 8 --------------------- I I I ! \ UJ \,]1 0 ~ ~ O> ..£) I U) i 1 ; !ti it ~ ~ te ~ 30 ~ -Ii, ~ i r:1J f'l 20 //6 PIP€ ~~ -EV n~o· I /0 ,.,; "' "' 1-.: ~ "''l._ ..:. '\.: ,, . ff) N ii! N . .... :,: ();: i:'!i ;;:: () fl1 ,::i: ' ' I 0 i j -----· STA. 24 -I-01. 4fi. <;t PT. LI~ 48° .3.0.1 L2 11 RT. --, .. CQNC. ]H.RUST !3t.OCK .L=s.s, H= 2. 4' S€=0£:CTA7l-7""h'IS SIIT. -STA~_2.3 ./-951 ft;" SL.Ct:"Jl£ TYPE-CPLG. FDR STl:EL ---.. PIP£ TO 4. C. PIPE CONN. SF§ D£TAll T/1/S S#ceT 5'TA. 23fSO PROV/De TY.PE"1'" G' Fl,?l: JIYD, ... s~"' s110::rzr· - --· ~ SIA.. 2:?t :>B,77 st Br .d.E '¢5"-LL~- LlITT 1324 BLU·LA~ 9-61i Ct,1,4/N l!NI( rENCii' -• ~GATE 1/ 100 I I/ . 3/6 STeEl PIPE WEt:JJ l)lL • JOINTS Mn/<7.4? ~--mi' •-s::-' i ,~: Cl:7A7cl1 I ~ · .. •w i,; . ~. ~ 'I~' ' . 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AGAINST UNOISTI.IRl3E, EART/.f, - " SeE DETAIL. PROFILE STA. 24 / 74. ~rl-·27!•" ..D/A, PILE St/PPOl?T.. 0 "Ste DIFTA71:-Tll/S S#T. - '<"¾ / /7¾//1.0./.),)( %' ,i!! MORuJ!JI? £/NED Wl:L.tJED. STEEL 7PE / ,S-i~·· "~~o. h _ > . ,--o-~-. -¥ S: -0.0/20- I I ~~ """ ~ ~ g" • 0 "' .,, ~ I!.; N . ~ 'lz ~ N' ~I;'-...__ ~" • "' ~-'I--,_ . ('/J ~ _w -..J ,i \'II lfj"' \'II II., II.I .... ' • . ct L'li " .. ~ ~~ ci ~~ ~ ~<::) ~--.:"::t: Ct)----~ 25 ' . .. -. 20 s --7'4 11 iFX PANS/ON ~ JOINT MATEl?!AL-~----=v- 77fi7.Y;;tf;77EINF. CORI:: 8-"'7 VERT. EQI.IALLV SPAC!!:D W/ 3/'8" COL.I:) -DRAWN WIRE COIL @ 3 11 Pl TC /.I, 15"" -~·24" O.JA. ·-- CONC. Ptll: -~ /3Al?S EAC:JI S11)1: ·or PIPE .3/4 'X 12 • GAL V. 130lTS W/NtJTS ( WASI-IEl?S. 4 l<Ef;['D. t:ACh' PILE CAP, I. ,, -l,ff" STEl=L ;'STRAP /0 RING Gll?DEI? / PILE DETAILS l 0 90°/:LL 'Z"S7L. SCR. ECC. PLl/G VALVE 7N5lll.7°Z.ANGt:: SE'i 4,,.FLG"t)~ 0OTU:T-. - STA. 24 -I-90. 4¢ ~ PT. -4 = 48° 39' 31 11 RT. CO/Vr:. T/..IRl.lST BL.OCH L. :5'.5':/.1:' 2.4 1 SEE DETAIL TAT/$ S/..IT. STA. 24 f 95 /6 11 SL.€1:VE TYPE CPlG.' FOR STE/EL 1/ // __ 2 "AIR 0 !1AC~f·.47R "ffclG;iJSE //Ai.II&' '2 "X 9 11 SCRl:Wt:D FLAIV~E ZuJJ.IR VALVE DETAIL STA. 24 t 7G NOT£: PUCE CONC. AGAINST -l/NDISTl.l/?13ED EAl?T/.1 Zi'AQ=z'n PIE£. 014, SCA/.€ /~ l'-o" SCA Le h" = I '1 SLEEVE TYPE CPL~. SI:£ SPe"ClrlCATl()KS tj ~ ~ ---~'---_ ~~ _rt_·_o._'F_P_I_P_E __ _ SLEEVE TYPE COUPLING . ..DcTAJL • STA. '23 I-95 -STA. 24/. 95 SCALE 14p=/1 , / I PIPE TO d.C. PIPE CONN. ALL WO/?,'( /IV/Tl,/1/V TIIE ELOOD CO/\l'TROZ. ·-Di ST/?/C T RICI-IT OF W/.1 Y St/AL l /3€ •••••• E"°mEO/?Mt!:D IN. ACCOR.DANC£ WITJ-LZ:, :!)~,• FUTU/?,E Cl.ll?/3 EXIST. ,o/lV ~v FUTU/?£ +~ C'«' 0 ... ' '-----J--1--' BRIDGE ,\!> '' "' ., <? - "" -.;,..., c)(IST/NG • /3RI OGE ;.,, /4" ~ EXIS7/Kt;; A. C. CU/?.B_ £XTST. • Cl.JR 13 f GUTT€/? 6"8LOWOF.F EX/ST. GOARD-RATL-·· -=tcYAlN L/jv"/-( rENCE __ Tl/STIN AVENt..1e ~ ~ I "' ' ' " ~ i '¼J ' ~~ ~ ~ ~ I 0 I * 4 PLAN_ AS 81JILT -5££ S!l£~T/110.3 FOR .Sl'All0,17/k'G-·~- /6"_L /"I r, ... )//""). EL/NE. "'L S.A A.l"rA ANA -D ·1 [/ T'7T7fA/J,fZ::,z.· -~--.LL~--~-hi _:AIDL.~ --~ ELHI ~.L'VJ..Y.C::.J SCALE VERT. I"= 4 1 -/-101?/Z. /"= /0 1 I ' C/20.S-SING STA, 25 tOO STA. '25 -106. 73 .q: PT. LI,., 45° l7. ~-CONG. T/..1/?UST /3l0Ck A .... 13 scr. Fi. A.C. PIPE: ALT. L= 5.5~ /.1=2.4'ST/:EL ALT. PLAN . -CONC. TblR.DST SELECT M47EJ?LA.L = S'.E.l:.C.. SECTION. .. PROVISIONS Or T/.IE CONSTRUCT/ON P£RMIT G/?.4NT£t:>. l.3Y ORANG€ COUNTY.~ EU212.l2. __ CQNTRQL DISTRICT 4ND ,,,,, 4NS STffMPl:lJ--WTm -Ttl E APP/? o·v,23z:- QE ORANG€ COi7lvTY7='L007.T-CONTffO~ 7.)ISTR/CT. CONTRACTOR Sh'AL·z:·;117.IP.L 4-cvPP OF S,4/1.) P-el<'Al/7T7fNO.-STJIMPFLJ PLANS ON T/../E ,/0/3 SITE. D D C-I 079 JAMES M. MONTGOMERY COts!:L;,TJNG ENGINEERS,JNC. APPROVED e;5.~J/,:;7 SUBMITTED ..&..a111,-• R.?.:J/J. PROJECT ENGfNM ASS1T. PUBLIC WO~ S-</-1,7 1---+--+-------------+--I R.E, NO. /'21100 • _ DATE DATE_ -22-~ SANTA ANA-DELHI CHANNEL CROSSING DETAILS RE.t.9?P~tu • ,~JAa1:1<&: CHIEF ENGINEER DESIGNED 15RAWN _s_s_,_, _. S-4-G1 DATE BY DESCRIPTION APP'D, Mc FERRIN NAYLOR R. E · /IIO. DATE l----'---'-------------L--+cCH~E~CK°'E='D~'-'-lrcDccAT=E~~'--I • REVISIONS LIDKE 5-3-67 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT " W-5049-S SHEET 6 OF 8 IJ) --:---,--------- 1 I I I " i! 'I ' I -it i; , I ! ! I ij I I i _! 'I !I. :! ' -, 'i ,, -.-il ------- _2_--qfc4 lie /3,4/?S 11 -------------- ----- ,4S_BP/LL :?Z' /z % TZCJL £Lf30ff __.---/G" PIPE CONCRETE TI./RUST ,Ot.OCl'I' WIT/.1 130TTOM AREA -OF 17 SQ. fl. _A.C. PIPG AL.i: ONt.Y TJ.IRUST /3l0Cf(S -STA. SCAL..G CONCRETE TI/RU'ST /3L.OCI< A= 7 SQ. FT. A. C. Pl Pe At.r. ONLY 44 I 70 (STA. 45 flO f n n l /2 WATER n TRAFFIC S/t;JTAl:- CoN.OVIT) -------- n 1 0 o a \ COIVC. TJl.f<(IST /3ll/'S. SEE L)ITAIL 41.30VE ,~ 12" M7N. 0 --0 D 0 ------------- I SECTION A-A IG 'X 12• €CC€1VTRlc\1 _ _______,A----'-- ReOUC!EIZ'" ..i/5 .iLIIZT 7:0IVCRETE Tlll?L.IST-/:JLOCI< 4= /0 SQ. FT. ~-PlP-C . .J..J..J=: 0,\'. p-------- _ at'£ P/£C£ ffELiJ£JJ --5T££.L ;y_,o,.: )f-1-6 H B,!"?'00L :" . lc:,,-n,76~Er-W/R-GD. 131?.4/IK"II ~CONCRETe TQJ?t./ST 13, OCI<, ,4 • 10 SQ. Fl. !2"FLGD. X JI.E. f;ATE VAL.VE ---~-6, ,...fl.'LQNG ,WQ,,1 --SL.EeV£ TYPrCPt.G. ,, NOTE:: CONTRACTOR S1/Al.t. -CONFIRM Tl-IE LOCATION f .OEPTtl OF 7#£ EXIST/NG 12" A.C. PIPE ANO CONST-;?t.lCT T#E CONNGCTION TlleRETO---_ ACCOl?DIN0 TO TJIIS OETAIL ANO TO T/.li: SAT/Sr.ACTION OF 77/E ENGINEER . CONNECTION TO EX/5'1. 12".4.C. /JCl?OSS CAMPUS AT PALISADES P.P. SCALE f/J"= 7-'- PRoV/0€ 12" GATE --V4L17E -__.--~£ DETAIL.. Al3QYE.- 3" G'AS <--'-------- I I,, 1 __ II--.~ +:"WACER-=i 1 3 " lif'A] E /?__ _ I 46 I I I I 0 EXIST. 12H A. C. PIPE C 3" GAS ______ cur SECTION rROM extsr. /2H,4.C. PIPE p - -7G' CZ:,<f.SS' /5-0 ---ELl?E --+--=-c =- -- s_u_R_v:_E_Y_~_ ·--'----E= STA--:,/5//3 INSTALL \ lo q 131.0WOFF 8 u Sl=WER =:::,,..., --- A CA CIA TRAFFIC STGmJL \ CONDUIT \ 30 11 DIA., o/.i,; 4 STi=-l=L ft. -Pl PE -r:·s:zrc1< Fra. -- ANN V LA R SPACG WITH SANO \ \ \ /. A. C, P!Pli: ALTl:(?,N.AJ'E • - ----p??of77D£ 2-3 X4 REDWOOZ> PIPG SUPPORTS rt.ILL L.€/1/t:;T/.I OF PIPG /'3ETW€EN COLLARS. - I I r 11 I D \ l'ST. I JI I I " I 2" GAS I I '·• SEWM) I JA CXED CASING DETAIL --S-TRdP TO P/Pt, WIT/I STEEL __ _ STRAPS_ 5' 0. c. SCALE 3/4'=/1 2._s_ret:_z. PIPE 4LT£R_.A/AT€-P/?01//,0E 2 -3"X ,/." REOWOO/::J PIPE $(IPP0RTS _RL_LL. Lt:NG.Tj,/ Or PIPE. WE'L.D-AJ.I. P1Pr.J?J17v'TS LIETZ 1324 BLU-LAR Q-6i --------------- -_, ___ , 11 /lf.H I Ld _, - -77/CKElJ CA!HN6 -5££ __ O£T,4/L 8£LCJJF IG"GAS I 24· STORM I I fr) 'A M.H I I ~ ~ I I 3 I I ~ u I ---IN.STA.:'. L 12" TEE W/ rL.4/VGE/.2 OVT(.ET I I ---~Pf?OVIOt: 3f....o" SPIGOT EJVD 13Y 0, 0. SPOOL /30TI-I EN.OS 0/'C Tl:E. _ CAMPUS IV,VNFCT EilJTH'O.D. ENOS TO GXIST. -PIPE WIT/./ St.lFEI/~ TYPG COUPLL/Jlt,S. M41NTAIN-z'M?N. CLEAffiI],/CE_ _ _,,__.,-__ 15ETWEEN TRAFrlC t.ANE AN/:)____ . ANY O!e>STRlLCilON PLACED_ ZN .STl?i=ET. AS .iOLLT tfl,[ff 16"/l!?H #AT£/i' ,M',41/411?£l(}CATEil 8'#.£. TO CLEAR-P07i 0,JJWT&f'-;Jfl//A/_S 1- /-IJ~AS #}',¢/A/ /Al l6u .MA'IAI LOD?TIOU/ .60A'hY6 ,P/T ,4£EA.ALl. lllt£5-Ar'f.'0,f. ~rT. .8£/0ff .-FOAIJ SL/li'FACE. - APPROVED \\\ Da. NOTE_:___ /. -CONTl?ACTOR S/.IAL.L G/J/i: -C7ifi'_ AT LEASi~_E_ DAYS-NOT/Ci: 81:FORE -CUTTING INTO t:XISTING 7-2 11 -PIPE. -cONil?ACTOI? SJ./At.L COMMG'NCG-WO.RL! AT 7:00 O'CLOC!< A.M. ! CoMPLIETE CONNIECT!ON ANO Rl:STORE ~E/?V/CI: -1\10 LA Tl:/? T/.IAN II, 00 O'CLOCK A .M., 4 UOVRS AFTER STARTING . 2.-T/.IE CONTRACTOR S/.IALt. PROTcCT-7/fl PLAC.!: ALL EXIST/NC C/Tlt./TIES--OR ANY OT/.li:R UN.Ot:RCROUNO FACIL ITle'S l:,VCOUNT€/?G'D. OR WIT/./ TI-/EJ[EPRO-VdL OF Tl.le VTIZ7T~ -'REMO//c__ .IML.0:-l?EP_LACE OR l?ELOCATc AS REGIZ/7lr£/). Ali. 4T Tt/E CON71?4CT0/?3 eXPeNSE. 1 SCALE J"= /0 1 C-1079 JAMES M. MONTGOMERY CONSULTING ENGINEERS,ll>JC. SUBMITTED a&~./. Ass'T. PUBLICW6RKS DIRECTOR ,-•PAL I SADES ROAD JACKED CASI NG DETAILS .8.,. ?:h~eu,,£ 'd ·-rb,, "88 8 .s-~-+r PROJECT EifGINE[R.sv R. E r.o. DATE ,-i--t-------l RE. NO /2-i1P6 DAT~~ 2-2 -,; ? 5 6 77 S-,/-67 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN -Mc FERRIN NAYLOR Fl. E. NO. DATE 1----~-~-----------~--1-----+------I CHECKED DATE LIDKE 5-3-67 REVISIONS CITY OF NEWPORT BEACH W-5o 49-s PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 ----------------- ii ) ..J \JI ~o .I). ..9 IJ) I Ul I ' . I ' ' I j ! l i i ' I r J ' • I • ------· .WIDTH OF DUCT +B" ,·--- ALL NON-METALLIC PIPESkCONDUITS AND SEWE S, EXCEPT HOUSE PIPE O.D + 8" 4"TYP. POWER OR ---1--l□□ DD TELEPHONE DUCT . □CJ CONNECTIONS -r--+-l/2"THICK.£XPANSIDN JOINT FILLER MATERIAL • COflCRETE SUPP0RT I I I . SECTION REPLACE V. C.P OR CONG.PIPE WITH CLASS 150 CAST IRON PIPE PIPELINE ED- 1 ----w,ifTFR • . CONC. PAD •• 'C •. .. . .. -------------,;"7,1 . ·-. - NOTE: -· _ . . __ __ REOWOOIL_ BLOCKS BACKFILL TO BE BROUGHT UP UNIFORMLY ON BOTH SJDES OF CONC. SIJPPORT - ' -~1· ' ' ' \ VARIES 6" FIRE HYDRANT.ASSEMBLY ( BURY, SEE NEWPORT BEACH STANDARD SPECS: BROOKS PRODUCTS INC: IOY4 "DIA. TRAFFIC BOX SERIES 4-TT WITH • CJ FACEA/w,COVER MARKED "WATER". PROVIDE INSULA TEO CONNECTION IF -sTEEL PIPE ALTERNATE IS USED SLOPE UPWARD -2'-0~'+: -' TYPE REINFORCEMENT CAGE-SEE SPECS. t, BELL RING GROUT IN FIELD SEE SPECS.FOR SHELL THICKNESS SAFETY FLANGE OR BREAK-OFF •, "' • ~ • " ··.•. llo :, ' . 1/, RISER f----,-- • SPIGOT RING CARNEGIE MOR 7'1R 21" PIP£ ( SMALLER) NO M-35I6 OR.EQUAL 'MORTAR LINING DAUB BELL AT ENO OF LINING 2I/32"ROUNO BEFORf STAB.BING, THEN SWAB _ .. RUBBER GASKE.T. //2"FOR 16"AND SMALLER 3/4,,EQFI/B" AND LAIIIJER -sMOOTH.-271,'ANO-L'ARGVl,7'0/NT :·· AFTER BACKFILL, BELL AND SPIGOT JOINT 1/8" MIN ~t l/16" MIN PENETRATION STEEL RE f41N!NG ROD --••1r GROUT ft✓ FIELD I I I CONTRACTORS OPTION FDR 24" PIPE ( LARGER ' ,'.f-:)i)?\:: ,· -. - 4 CONT FIELD WELD ..... .• .·.• .. · . : .... : : .. . ' · ... : .- 4 . ' OMIT RUBBER GASKET IF FIELD WELD IS MADE ON INSIDE OF PIPE. PROVIDE GASKET IF FIELD WELD IS MADE ON OUTSIDE OF PIPE. FIELD WELD A FI£/..li Al'l'UED I GROUT I I I CONTINUITY BONO ROD,' 3/8"0IA.X ?"LONG; MILD STEEL ROO,BOTH -_-=,;SIDES. WELD 2 !/2" OF 00 TO BELL-ONLY AND 2 J/2 "TO SPIGOT ONLY. ALL NON-WELfJED, BELL ANO SPIGOT JOINTS IN STEEL PIPE TO BE 4A -CONTINUITY SECTION A -A ,BONDED. BOND ROUND RUBBER GASKET MORTAR,__..:.--- 2I,, PIPE €SMALLER DAUB BELL AT ENO OF LINING BEFORE STABBING, THEN SWAB SMOOTH. 24"AND LARGER, POINT AFTER BACKFILL. • MORTAR LINING: V2"FOR 16°PIPE t SMALLER 3/4" FOR l8°PIPE ~ LARGER BELL AND SPIGOT JOINT - HOUSE SEWER CONNECTION FOR ADDITIONAL PIPING SEE DETAIL ABOVE :_::.---i 4"X 1/4"BllTT STRAP ACROSS PIPE TRENCH ' ' CARDBOARD SEPARATORS ' NOTE, LINOERGROUND UTILITY SUPPORTS ARE TOBE PROVIDED • WHERE SHOWN ON PROFILE OR WHEM ORDERED BY ENGINEER. ,--• :_.,,i ---------------:, '-------------------- UNDERGROUND ufiLITY SUPPOR DETAILS CARDBOARD SCPARATOflS-~ IT'l'l'J - !1/.r 7 SOCKET PIPE PLUG CLAMP GRINNEL FIG. 607 QR APPROVED EQUAL, TYP. r -:~•-·: -.~::-},'\,. j;. -'-' • ··•··>+- JIB"TIE BAR, TYP. <kt '.ell•1•tdi[,! ;¢-1t; lf1'"1:iieytl'\t& r't t f% ,;ye;($/ .....;::;:_. -=-- CURVE THRUST BLOCKING 3/B"STL.BAR TYP. _,,PROVIDE VALVE STEM EX- ,r TE/V,$10N IF DEPTH TO VALVE NUT EXCEEDS 4F_T VERTICAL BEND ,'. --- BLOCK DETAIL UEi'Z 1324 BLU-LAR !Mii i ! -I • TYPE 118 11 TYPICAL FIRE HYDRANT LATERAL I . o DRILL IB->/2"HOLES IN 3 ROWS@ 6 • HOLES PER ROW FIG. 375 t'IRINNEL RETURN. BEND OR APPROVED EQUAL ~~ DRILL I "DIA. DRAIN HOLE AT BASE BROOKS PRODUCTS NO. 65 METER BOX-CONC_ BODY COVER AND /-ID OR-APPROVED £DUAL 2'AIR VACUUM€ AIR RELEASE VAL.VE I 2 "SCR. PLUG VALVE ' 2"CPLG • .JAMES JONES~., ·,=::irmi,:=:=~ll',k=t!1tw., NO.J-t!JS5 ORAPPR.,. !!'- EQUAL. 2"CORP. STOP J. JONES RED BRASS 'NO. J-1505 OR APPR. . 2 "COPPER TUBING EQ. Z "G.l PIPE ~----.~11 B"SCR. GALV. CPLG. CAST IN CONC BASE \\i:. ~:_·./:t-_=~- ::-~:·-~-.-. :-~ -~: 0) ~ ,1!'-Q" 4-2"x1/4"FLAT BilR SO. ANCHORS DRILL2'/2"1/JHOLE 4• CONC. BLOCK BASE. BLOCKS TO FIT DIMENSIONS OF METER BOX. /6~TRANSM1SSION SJ----,t 2 ''x2-l/2" BRONZE ,-.:---..=~ BUSH/NE MAIN ,_ ; 2 '2" EXTRA HEAVY HALF CPLG. ANO 2 ½"X2 "INSULATING BUSHING FOR STEEL PIPE ALTERNATE ., .., -Q: ~ tl -Q: ~ " I - Cl~ :~! -~~ . -~ff .~--,.....'---2 !l,/oot1BLE STRAP SADDLE N"-J-979 OR APPROVED EQUAL. I -" TRANSMISSION MAIN ' ....... PPER TUBIN,G c ;i; ,-:;; <o 2~" 3''-5" ' -,. MIN. j ! ✓FACE OF CURB I VENT-PIPE ' I I _, ' . ' I L ~ -~--. T- ' ETER BOX SIDEWALK --- PLAN AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY D D -.... ··--:-r-· ~ • .... ., BUTT STRAP JOINT '._._. . . ;~:-: :: :_ • -.. ~ -: 'i .. :::'/ r : -';_· ·;,. ·. ):-i:, ·,•\/.-·: >;p:::_-; .. :_;;: i : :-,------- _! 1 FJELD WELD~ ,_~----,,-- STEEL CYLINDER CONCRETE PIPE MORTAR LINED AND COATED OR ASPHALT MASTIC COATED STEEL PIPE ALHAMBRA FOUNDRY VALV£ BOX CAP TYfl.E A 29912 OR APPROVED EQUAL ' "' - 12 "SCH. 30 STE El PIPE !''DIA HOLE 8' 13/16" 1/J HOLES ON 10" BC II 3/4"DIA fl/2" 3/8 "If. WELDED 1-----l----t,---TO FLANGE :::,--y--~~~-J-_LJ,,,)~"7T7,T7."7T7,T7,~~pg~ -~- 8• 3/4" X 11/2" GALV: CAP SCREWS 8" SCH. 30 STEEL PIPE ALL WELDS 1/4" DETAIL 'ti II HtJT£.-"0Lf'E BOLES IN GlJTTEJ? ~#/9'1V~;i~';ff. :6;'~!~:::~:r:: . · ,, ,, C/?ALJE/?. I ,, 11'-0WOFF COVER SEE DETAIL :II\ BROOKS l'ftODIJCTS INC. /0 i!o • ··· DIA.TIIAFFIC BOXSERfES~TT. AT LEFT / WITH C.I. FACE B C!)VER e" . MARKED "WATER I PAVEMENT SURFACE ' •"MIN. . 2~ ' B"C.i. SOIL PIPE 3 _4 , MIN WHERE VAL VE BOX ___ _, 1~----ip;;,1.,,PE"°Li"1ii.N,icEc--'j-l s~1Nid'.R»1'"w,-. -t-LI PROVIDE VALVE STEM £)(TENSION'-~-- 12"MIN FLANGED OUTLET SEE PLAN ( PROFILE SHEETS TACK WELD BRACING If_ TO STEM PROVIDE INSULATED CONNECTION IF STEEL PIPE ALTERNATE'fS /JSED. ~ __j_ 7, .L -,l".,--.......__pED WOOD WELDING NIPPLE CEMENT MORTAR LINING B, COATING, SEE SPECS . BLOWOFF DETAILS AS BUILT BLOCKS s:o"MIN. EXIST. CONC. CURB OR FUTURE CURB. 8" SCHED. 30 STEEL PIPE ASP/iALT DIPPED !IN t OUT/AFTER FABRICATION - ENCASE IN 4" OF CONG ALL AROUND. c-107:g C ~------,..--------------,--,--:;..,------,,,--------,-,;:;;;;;;;;;:~--_;:;---7r--,,r,--, -----------------"-----"-1 JAM ES M .. MONTGOMERY APPROVED CONSULTING' ENGINEERS,INC. A_,&;)§£, • -SU 8 M ITT ED --------~-------'+-----J ~ PUBLIC WORKS DIRECTOR b J.r-~-.,.,. -t3 aaa &~1--<.7 ¥. I l R.E. NO 12.BOG PR~J~·~GlNER R. E. NO. CATE DAT~ 22-6 ~ c MMEJJP. Eo , ~~ (1 -n,LJ/LI CHlFENGJNEER DESIGNED 5677 _5:.../-67 DATE BY DESCRIPTION APP'□. McFERRIN R,I:_ NO. DATE l----'----1--------------~--i CHECKED REVISIONS LID KE __ _____:__,.,, -------~ - DRAWN NAYLOR ---- DATE 5-3-67 MISCELLANEOUS DETAILS CITY OF NEWPORT BEACH W-5049-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 ~---~-- ' ,.,, . ,, IJ ! ! if 'I I Cl) \JI 0 ~.D. -9 CD I If)