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HomeMy WebLinkAboutW_5362_s• I " I -------------T- ! i I I I I ~ l I I ! / ! ··-- i ! -! ------------1----,----- t---.j, U 5 E PI ?'E O I)_ ~ FLANGE Q,D,-;, ¾'' '"" \, Nore.: G4LVANIZc AFTt:.,2 FAP.>l<ICATION ,f·S/~'¢ ><8'GA,v. /30L(S -8"LOIYG 0 -0 r" -·, ! ! . --- s ' -G" ~ii-::~ ,,,15''1.--..J-,s: 1 i ll.,st~ (\J [i Furu_ae: __ P.J__Y-PA ss p1:1NG 7 G '-.3" 7'-3" INS/De. ._ -----··--·--·-· ·->"'-~' ,, , './':J ,··. 't:, '•,' :•~ .': ;•,,I),.,.,,., .. ,1 .~ ,' ,.,., '-¾. '4 r,4/31)_/C,4 TEO i,4DDEll , 1 i ! /0x3 "COMf'C)UAJD ME Tt:/:l. ,, ~ ', , I0VICTAULIC" COt/Pt/NG c ~ OET® SIJ,#'2 !2"xt0" £CC/.l.cD /<' :,..\:/,-,. ._,v11"x\,'l"::t,, =,, ~ ·<ID·.· .f,'"i-_i:''' <-· •. :-.r, .. , . . • ,, • ".J •'-.., I :; r-,-_-_ -lllr-tl• -t IJ-----J.-'T"'"""- 4"SCH-40 PIPE. fO/2 VENTING sra~U,QE SE c Oc. TAIL. 4 SI-( -'F2 ,-EXJST/1\J<; 8" VCP S£Wc/2. 7 ' ~ ·---- ---\FA Ce Or cunl:, ___ }'• t I "' ! ~! I , ,, "' Ir): ' • I '1-i i I , -·· . ···--t -:,!: ,. _j '1 - I 6 ------6 & ,,;;;: (l) EXISTING 12" ,QIVETED STEEL PIPE COJ..IC/2 e.Tc cNCA :::,ED DIM£N5/0N IN INCHES NOiOIN4 L ~lfPP0!2TING .SUPPORTING p//7E PIP£ OJ]_ Pl6 PIPE FLANGE 5t,-:E C 0 ! £ A b IA 13 ~--., 2 4 12 /0 /C, /(j /6 "' 8'' l( /0 ,, 2 4 I 2. /0 /G 14 20 12 f/--/Lf." 2 4 I 12 12 18 /(; 22 -: 1::; 1' 2 4 /2 14 zo 20 26 OE.CTIO.V @ .,f'HALr COUPI..ING WITfl C,/, PLUG £)</ST /2-'IVVeTcD PIPE. !,./NE fel, 90.BG'~~ 4.o' ' ' .,J,/L/2' TAPPING V4LVL= AND OUTLET NOZicLE 12"1,D. PIP/: CEMENT MOaTA/2. S.5' LINED ANO COATEO EXIST. 8'' -¥-ScW~Q PIPE ~ l2"VICT.4llLIC \._ COUPLING WIT/✓ HARN!:. SS 3:l· _ __, -----~7.~-~3-----------i I /2"/3t.lND rLANGe /0' TO !'ACE OF CU,t:2,/3 _.,..__ ___ ------~--=--~ ! COSTA lv1ESA COUNTY W;/TeR .l)/ST/2.!C T Orr/CE N -1_~ NC)MIIVA L ! j"IPc i SIZE 8 I/ /0,, 12// ---14 /I /6' OUT5tOE. D111ME-TcJ2 O.F P/Pc- 8,G2 5" /0. 750'' 12,750µ I r-,, 50" ~;i· .t.. ~ '- 17,375" i • VICINITY MAP· N0TES /_ TH£ COIVTRACTOR___5HAL L VERIFY Ti-IE SIZES LOCATIONS/ ~L£VAT/ONS OF ALL J . , UNDERGROUND UTILITIES, 2. CONCRETE 1HRUST f3LOCkS Sf/ALL 8£ POURED AGAIIVST UNDISTURBED SOIL A/11D SHALL. 8£ AID SMALLER THAN SIIOWN, THE MIN, 28-DA Y SiRE/1/G'TH Sh'At..L BE 2000 PS/, • ~ 1\ 3. BENCH M,-,,RI< R£F£R£NCE : CH15ELE'D X IN CENTJ!!R 0~ Clli?B RETUl'i'N tv£ coR/Vc-R OF ,lN'TERSECTloN, 15 -,-,,. Si. 'f' .SANTA ANA ,;JV£, £ LEV. "" 93. G3 M1N1MLIIV! THICK. Or 'T,HICKN-E SS 01' PIPE WAll (::EMcAI T cYTeRIOR. Cc.McNT TH/CA( ,'.1£S5 MO!lT412 l . .tNING MOR.T44 COAT/NG ', 3/i<o. '14,, .3/f,, 3/1(,:, I• 1/4 ,, .3/,! ,, a/16' 'Id" .J/4" 3/1G" ,;zr 3/4'' 3/11n' '/2" $/4 ,, APPROVED DATE '7/z/d,/ cc11r:nAL MAUAGCr. COSTA MESA COUNTY WATER DISTRICT z 0 j;:l------------------------1 " 0 0 w NEWPORT WATER SYSTEM INTER-CONNECTIONS 01--------------------------~ • v1c1:~lTY M,AP AND SITE PLAi~S A;~D SECTIOi~S ( 8 I D D I ,, G S C H E D U L E I) ' DESIGNED SY_. __ '!, _~·T' -SCALEa JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC, SHEET 1 DRAWN BY /3 ·O CHECKED BY __ v ~ r ~ A-5 SHOWI-J 535 E-WALNUT STREET, PASADENA. CALIFORNIA MURRAY 1-5619 SYCAMORE 3-7128 SPECIFICATION NO. G 1 -1 OF 3 SHEETS • f 1 I I I I I I -.----SLEEVE TYPE CPLG. A. C. PAVE.MENT EXISTING CURB ./ GUTTER 4¥/"<f, r VENT PIPE. OPNG. SIT£20NLY ------------r-J.. __ J Z'-Oq.56/. OP, L 1Jz•• 1~•" ¾'• r::;'LG. ~ TYP. ' 'L47E 3,{,J" CHEC/'il=.R P. COVER·G4 4r Tc 11. FAB/1.. FINGER HOLE TYP. LY,~ /CA~, -- ' N I - .S' -10· -.. 1 -"t. =---:-~-=-:r---7 0 0 0 0 I ~ ' INSIDE FACE OF VAULT . L 1~•" 1/f." >< '#(;"c< C."LG, V TYP. ~ ELEV. 7~.17 CH£.CK IN F/£LD. ..JOIN TO EXIST IZ'A.CP/PE.. SEE. NOTE. I, THIS SHT-INSIDE. FACE: OF VAULT H I\J • ~ h • *" ~ ' r P: ' ' ' ~ <t.. ELEV. 7S:54 <t_ IRVINE. -AVENUE t 0 DETAIL@ THI!:> DV'IG I LADDER 'SEE. DET. G, Th'IS -SI-IT. 8'UODEL5I ·1 CLA-VICT VAL CPL.6. $3=/;3 !Z"x8"E:CC. t':OUC. PQO VIDE THRU.5 1 _/ a ~ C ----------r-; I.. 0 C x .5 ,-., •• SlfOr'✓N o" SLEEVE. TYPE. CPLG. I W/HARN.E.5S se.r I SEE DET. 3, THIS SHT. \ IZ"><8"ECC REDUCER 7' -II" VeNTPIPE. SEE. DE.T.4 / S,THIS SHT- L/JDDE.R SEE. DET. G, THIS SHT. I Z x 4 COMPOUND /9 *.,;" METER IZ" PIP£ SUPPORT TYP. VICT.j CPLG. 4-·-0 ,, , DETAIL@ I/ rHIS DWG !2"8LINrLG. ror.,, f'U7Uf<E. 8Y.:A;ciS) PROV/OE. CAP$ • ,'_, '• FC/TVRE IZ" BY-PASS ---------'-=-'::.__ ___ ------- THRC/ST BLOC!<. • ~-' ------+-· ~._o_.l_~t, ~ ~/ ·v"'·---' . ' . eXl.5TING CUR8 ,f GUTTER ti_ E.LE.V. 75.54 r / I , I I ' 1.9 ' ", . f...-.THRUST BLOC!< TO : I BE PROVIDED IVH.6\1 I'- ' I FUTC/RE IZ" BY-PASS '-_I IS INSTALLED. -:------....;z"GA'TE VALVe }VI TH VAL V.E 130X f--------------------------------------------------------------f"-i"lrt------~-____j----,--'-----L__ A. C. PAVEMENT ..:i,l,!G" WRAPPER le. FORMED TO 0. D. OF PIPE l-l.4LF DIAM.l:TER 3/1/G ct.Ev, 1.s,s4' 1,f£TeR OP,\.{:5. VARIES. Se£ SITE. PL4Y5. ' ~ #.3@~"E..W. I ::::: I ' I I\J L_ ---------------~ CONCRETE COVER -DE.TAIL . 3),:;" PLATE.\ DRILL G ROIVS OF S,;.g"DIA, f/OLE.S@ I ½J• 0. C. IZ HOLES PER ROW., ST.4GGARD. GRIND WELD ~ GALVANIZED SCREWED PIPE ~ FITTINGS MAY BE. SUBSTITUTED FOR FABRICATED -.l· -\PIPING SI-IOWN. fl r '-....._ rr1 ·: -----------------:-i1 TYPICAL FOR 1 • ,....-SITES I~ :3. : -FORS/TE. /ONLY '11 : I I I I ! I 1, i I ' SLOPE 1./PWARD 1 '. 1 1 1-------......,,la,=-=I-------~--,_ r,-----J..tl \ '1----'f---'¾--i.----,,---__ _.,,_._L __......,.,_ ______ __,_.J ........ ______ ~ £NORE.AF? VeNT PIPE.. LJ.-.i------41-z" 0.0. STCJ. STEEL PIPE. Ve:NTS AT INSIDE GALV. AFTER FABRICATION FACE OF WALL. FORSIT£3 ONLY. VENT PIPE.. CLAMP. SEE~ DET.S,RT" '\ 4' r- ~- fz'RING W. CINCH .4M'.710'? NO./. r---=-=t~:::::::3EI*~~ -i-·- '----' Z' • /\, 11,----' I ~- ' ' ~ £.XI.STING I~¥ .STEEL PIPE r--------------------------------------------------------------------~•~ --------~ VENT PIP£. FOR VENT PIPE • fz' xB'' MECH. BOLT W/Z NOTS >II FOR METER EXTENSION CLAMPS IN ROOF: . -. ------------_ ... _-_-_...L-----' v_ _______________________________________________ £ __ L. ---~:_. ------' p L A N s I TE. .SCALE • 3,.(9"= 1'-0" J • • .<1 .. • ....... . 0 . jj • ;., No. 2 3>< 3/sF.B. BRACKE.TS S.'O.C. MAX. - ..: DE.TAIL @ .3/4"¢ GALV. BOLTS 111/ZUNIT PLAIN ( CINCH ANCHORS OR 3/4" PH/UPS TYPE. ANCHORS I ' " n!ili~ ' ' -\9 BENO RODS UP .!JO• /-/ER£ . BOLTS TO B£ IZ" LONG. CLAMP -DE.TAIL SCALE : 3 11 = !'-0" • V) I~ I 14'TYR z•• I > I L -1--0 0 ,__ ___r~ "' I -1--t...::.:L . - FINGER HOLE. TYR -~ _M....;_E___;__;.T A...;.;L=--C_o;;___V._'E___;R_D~E;;.;...T,,.;;.._A..;_;;;I L;;;;._0 SCALE: Yz"=/'-o• SLEEVE. TYPE CPLG. ..:i/4 "le. Z -:j/4 "¢ >< 28 "LON6 RODS THREAD.ED 3" EACH ENO -w----...... ~ -·--~~-~ • S" ~ ' IZ" 1z· :¾" .a/4',e ~I~ -:1-!~=-c=--~~ ...... -~;/4==;~1'=· ,__ ~OD .....__8. STL. PIPE 1/4 DE.TAIL A .SCALE: 1Jli'=l'-O" .;:....H..:....:..A_;,_~:......:...:._N.~'E.=....;S=-S=--_;;;.S....;;;E;;..;.T_-_::D:::........::::E....:....:T A.....;.(;,..;:;:'L::.....® /. 2 N 0 T s THE EXISTING IZ"A.C. PIPE. SHOC/LD BE. LOCATED AND THE SITE. SHOC/LC) BE. LAID OUT FROM THE END OF THIS LINe.. ALTHOUGH TH£ 12 x4 COUPOUNO METER WILL BE FURNISHED BY THE. DISTRICT, TH£ CONTRACTOR IS REQUIRED JV FURNISH THE. METER EXTENSION ANO TO INSTALL THE. METER ANCJ EXTENSION. BENCH MARK RE.PE.RENCI=.: CHISE.i_E.D 'X" AT BCR LOT 17 TRACT 17~:3, NE CORNER /:J TH STREET AND IRVINE AVENUE, .E.LE.V. = 80. 48. . /' -2" '--1 ALHAMBRA FOUNDRY I c!I ',{.' R ½ tf' UNGS @12"0.C. PLU0WE.LD£D I I POINT IN FIELD -++ ¼{~MIN. DETAIL@)_& tfh.5 ow , ./G-::,, I .. 75.54-,,_~-~ .... -. 'tJ. -i-:.. & NO. A -2 300 HINGED COVER VeNTPIP.E. SEE. OET.4, ROUND SIDEWALi< FRAME. - SLOP£ BACKFILL CASTINCONC. VAULT. TO DRAIN AWAY ": /7:HIS SHT. METAL COVER FROM 0<:lllLT (TrP.\ ·1 -' MEµ:JLCOVER (SE£ DET. I, THISSHT. /SEE oer. Z, THIS SHr. ~ a~ le EL. 80,&;;G"l . ",,' -__ , • ' .. " -' • .. ;; . ~ ... ~-y. j c.-L4DOER. SEE ,,,, -I• I • ' 11 I-. . ., GA ~ . " PRE.CAST CONC CLAMP./ t □ . • 1-r OET.,:;, THIS Sf/T. • • UM L. GALVANIZE AFTER nZIBRIC<:IT/0,V. PLAN 1'-Z"' i¼JF.B.BRACK.E.T ',j, HOLES FOR .:Jfl" + INTO RUNNERS It-REIN.l=ORCEV.eNT ~ SEelJET.5, .• • COLLAR (TY-R) • Tf/lSSHT. f< LADDER i I---SEE DET.G, THIS SHT. .... LV. BOLTS W/Z --u 'IT PL41N CINCH 'CHORS OR.!UJ." AM 1/LIP.S TYPE PH. ' • ~ 8tSA7"E ...: •• METER £X7E'VSION • VAl.Ve VICT. C.A'..G. ,.; l<'EGISTER. -'-' •. • I/CORR STVP(TYP.) ' ,· • .. ' . 12"-< 8"ECC • h 1L ~ruooa.. sr 1-1 IZ"x8'ECC • /ZK4 COWPOdND • RED01 CL.4-VAL t', f---·• . REOUCeRl METER ,_ b.. I • ' -~ If i: • j 1-,-l ,I-\. ,,...,_ • h.. _,, -lL _ Jk' ·-• -~~ ----II---• ~ I I --,!. . ' '· -' ,• • ' I ---' ,..._ . : ' • ..... ..... ~ /sL.EEVe TYPE , 11 ~ .~ r7 -~ • l=J:d b, -. • I . • • CPLG. W/IIARN..:SS SE.T • I ./ ., _,, _,o,, ; ' ! :<I • ~ ' .,,,VJ-..,..,_, PIPE. SUPPORT] SE£ £)E.T. I, Sf-IT.I, TYP. I ' .t :.?;·ii • ~ J SEE OE.T. .3, Th'IS SHT. A • o. 3:f r, . .-i • t '-GRAVEL BE.D I'\ ~D D;;. I \ I ,, ,: .. !A ,_-_._ ~.I \,ELD 1/z~ EXTRA .HEAVY HALF CPL(; W/PLUG. ~..5;;;;..._..;;:;E..~C=-_;_T__;_l__,;;;O___;N_;._ ___ @ VICT.CPL& -11= llZ"S'TL. PIPE & 'CHORS. AM 3/4 PL •,j, RUNGS@/Z'ac VG HIELDED I 'I ~ ,£ELEV. 7.5.54 , .. w; I i 'ER£ LADOeR WH. SU, AP 'PPOl<'TeD ON PROX . .S'-0~ + + er. LA 'RS. STOP ODER/Z'ABOVe.........___l~===~ FLOOR. ---....._ ----'c... ELEVATION -=L;.;_A_;_;;D~D-=E.;.;_R~___;D_..;;;;£;;;...T;_A_l.;._=:L~® N, T. S. Burr STRAP DE.TAIL (z) N. T. -5. ('.) :z -CL APPROVED-· .__/) ,~ .»z d. .er;~ GENERAL MANAGER COSTA MESA COUNTY WATER DISTRICT 15 Q tl--------------------------1 NEWPORT WATER SYSTEM INTER-"CONNECTIONS ~ I 1--------------------------1 \ DE5'GNED BY JI /3.T,\j SCALE, DRAWN BY J. II~_ AS SHOWN CHECKED BY __y_jJ__.L/ _ _, SITE 2 -PLAN SECTION AND TYPICAL DETAiLS (BIDDING SCHEDULE I) JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC, SHEET ·2 53S E. WALNUT STREET, PASADENA, CALIFORNIA MURRAY 1-5619 SYCAMORE 3-7128 OF ,3 SHEETS SPECIFICATION NO. <2> 1 -1 • r ~ • ~ Z -~,~$r-.--. /{ JI QU! l(SE.T UTILITY VAULT , 4 11 AtQ VE.NT f:<Jr? / DE.TA IL SE.E:. SH E.E:[ N23 ------I -~ V2!. 0 I/ _,,,.-,----ACP4VcMENT CONTINUOUS--. / TO CVIJ.135 ~. . : 4 11 GALI/ 5TL. POSTS :N JC:,11 CO/JC2E:.TE. ANCH0/25 Wlil-f ½"GALV. 5iL CHAIN THl2UST BLOC!<: 1--f------=5'---'I 9:__". __ ·--7 !. "J 11 4 ~ IO 11 I~" YICTAU,:'.IC/j\, ,/~~ FJ;~ET@J.l.3A2NtSS~'i0······ ~{)_Wf:Q_POLE:, -. -----< • / // vL.t... 1-'L :qc,;J--•• •• -GUY i ANC.'-fOJ:.~ :.· .. /_.,.-' GOUPL./Nr=. · · , · • . ,r------"'.......c.· _ __,S,c.;H'-'-'-'. "'"-"-ii? ___ -'_' ..c.·'_,_,,_,________________________ ~ t-------------------------'------------------ E.DGe A,C. PAVe.D ARCA • -, , '• \ ... ,,, t,, '.,,:',','.,I,,,,..-, __ ,,_, '-1 ~/' 1, • I ':', , ' , , \ 1 ~ •. 1 "\ , I \ t I • 1 t 'r ' /t ";::.I-____________ _,_ ___ -.;.. d3fn:::jtf SJl,2 !::XISi:lvG 5Uf<Jt..D ,Z01$2f GA;t VA:...VF (cue.Z£Nn Y CL05E:D AND !NOP!:. :2.~ 5!...=., TO BE:. ::Zt'5T02.E.D BY OTH.':.RS)/ I ,,-" 14 11 F-CC 11.C X 1 -• !2E:.DUCE:f< -----· -----1----- \ -I ' ' I ' ' ' J_ I ---;,A'311.l;l!.TE 3j;:·, f..lAL-~-7-.·~~-\ :~6 :;-'.'6.---•• OIAMe.T£!2. WJQAPPL:,Q ~-• : : : · '~ -. ' ,, IP ANO IG' DIAMETc/2. NOZZL£ .3/2,s' THIC!,(. THRUST I -\ \__E.,Y.ISTING 30 11 !VfORTAQ COATl:..D STE:.E:.l. LINE. (o//~11 !l:.J. TO 81:.. MORTAR. Lf.1-JE.D 5Y OTl·-IE-...QS • -··-------- WE.LO A-LL 41.:?0UND f3LOCI( ----------- PLAN SITE SCA!..£. 71. 9 '1 .,_ -------·---·-----. .,... - 1 @VAULTS'") • PLAN· ---+-- ·OUT'"-,... 5un,c.n _____ ./ 1...-/ ) I< I.._,-./ /Joor PLANS Or V,4ULT5 SH.OWING 0PE.NI/\IG5 12.E.OV, !G/'IP FAJ:/D BE !::L. 7J,)01J] /./0 T /:; 4 ND .. ;c;',, !'2 11 !:.CC. /2!:.DUC!::.Q SCALE.. -.5'~ "=l'-0" -___.,,..-· i r· . ..._,~-- ' SE:..CT!ON A-A -=-r ~ j ...---ALHAMBRA FOU_ND!2.Y AJo A-23OO ,. ,,_... H/NGE.0 COV=.Q QOUVD SIDE:.WALI< / 1 Ff2AM!::, -CAST !N f'L.USH WITH 1 J/AUI-T COVE.r.J.. ,.. ' 1r;/d PAB'D BE:.ND I _f=L -lJ-50 I NOTE 4 "'-1i-1!2UST 13 LOCK. 5 Pc. 90D BE.!vD /6"V/CT4U/.ICA COUPLIA/Gffi NOT[5 /. -THE. UT/LI TY V4UL.T5 ON THIS SH'e.LT 51-f,4LL !Se IIQU!.l(SeT:1 AS M,41'-/UrACTU.Qc. t> P-,y Tl-It: QU!K.5cT llTIL/TY V4l/LT CO-J P,0, /2,0X 5"71 COSTA A-?cSA, C,4Llr, THE. LOC4 TION.t TYPE. AN.O .SIZ:E.S OF OP£ NINCi5 S/-14Ll /3e MOO/r/ED AS SHOWN 1-l.c.lZE.ON 4ND .SHOP DR.AWJJ\165 SI-IALL /3e. FV/2Nl5HED TO TIie DIST/2/CT IN ACCORDANCE. WITfl S-E.CTION 6"G Or THe .5PECJFICA TIO/VS, 2.-THI=. COi-lT/2ACTOR. .5HALL V,,E,Q/FY THE SIZES, LOCATIONS A.ND Elc.YATION.5 OF A-LL UNOEt<GROUND U//LITIE5, 4NY 015Cl2.c.P4NC/c5 rl<OM Thie.. D4T4 5/-IONN .SHOULD l!>E. f.!E.POl2Teo TO THe .D!ST/.2.JC.T AS ,c.A/2./...Y ,4 5' P0~:51/JLE. FOi< A DJL.15TME./JT. 3.-CON'C/2£.TE. THl2i./5T 13LOCl{S SH-4LL 8£.. POU/.2.,c.O AGAINST UNDJSTL./R/3EO .50/1.. 4-NDSHALL /3c NO 5M4L Ll:./2. tH4N 5/-IOIAJA/, Tl-IE MtN'IA4Uv1 2~-DAY COMPR.E.S:S/Vc 5TRcNGTi--l Qr THL CONCPE..Tc.. SJ-IALL /3e.. 2000 p:s1. Q,D.OP PIP/= PLLJ:S G"EACI-I S/De Or -1 TH!':. PIPE /4 f ~ . _':-..y84CKf'ILL·~ {-; ?A, ~l/ii;,'x/11;:.~/ 1 \. ;:- ~\ •tZ••'A,~ I\ I \ 11A' '\ I 'A'• <;, ',4 .~,;',I-"' //. •\, \ I I .... ' ,, ! , I ' I \JC, II TA PPf/.J(;, __,) VALVE; 1// •l•P '' ...., 1 t ' I\ , .......... t·~c-., ' • '\ \1_,P",4,,,.,__ ' ,' ) I\ ' 1\ I t ' / '7,; ~ ,' ~· '• I, ~-- • __ _JJ ~' '1) ~h ---.. . P20;'::JE:. 3-tfi' w2:-PP:..12 re < FA Bf< !CA T:::.::J 7'0 0-D· OF P.'.!?::. ~5 ,'Y/E:.ASU2E:.D \ !:'✓ F!E:..LD. CONNECTIOJ.J TO !3E Mt'. DE Wt TH MA IN UNDe.12 PO..c55UP.E ' ( .',; f:. -~ .• d il.0 : / • ' ' . .,L -,,.... ,<.jy-- .£ ,l' ' '. //~" / ~ ., \ \ / ~ ')''"' ,i.. "•"'"(,.// . ·'1 'L fJ ' ,, ~ • t'.l ,i ' -, I t 'sf I ;;}'; ·\ :, •' \~ \ • \ \ • 1 I 1 , I , I 0 /_ (1 ','.) /J ' I • I • , ' ; ' ' "/ • y .:5-t:c·f >;;-~·@ SCA L c.. _, /''= l'·O'' ,/ POMONA .4 VE -------- ,/.· Al7/2'0UG!i THe. NOM!.Al4l Cr/2.A;JE. .5HOW/.I r0/2 THc PIPING IS SHOW/41 AS t..l.Jlcl TliE EXACT 6t24D.c. ) .[;HOULO eE PAR4LLl.l 70 TI--IAT or-THc .30''Yl41#. T/-11S GRADE 5//0UL D ,9£ /2£ t,5 TAl3LIS/lc.D /;\/ THe /=ll!LD, l!I 2 BENCH IVAR'K REFERENCE ; SPIKE 1N PCJvV£R POLE No. 693674£ @ IVE: CORNER J1VDUSTRl4L vVAY / SUPERIOR -4VE/V'U£, £LEY-= 87. 98 APPROVED }_,,'/ .J} •/ ,1 L!.., c/' \) ~,..,.,_... DATE........c..,;;,L...0..:....,7L.../4""-'~/:.......__ LiENERAL MANAGER COSTA MESA COUNTY WATER DISTRICT n. i5 ~ ti--------------------------1 ii' NEWPORT WATER SYSTEM INTER-CONNECTIONS 0 :;: oJ i'l "' t------------------------1 > ~I I DESIGNED BY V BT DRAWN BY p /2_ CHECKED BY V..BJ:_ SCALE, AS SHOWN SITE 3 -PLAN SECTION AND DETAILS (BIDDING SCHEDULE 2) J MES MONTGOMERY CONSULTING ENGINEERS, INC. 535 E. WALNUT STREET, PASADENA, CALIFORNIA MURRAY 1-5619 SYCAMORE 3-7128 SPECIFICATION NO. G 1-1 SHEET OF ,3 SHEETS I I