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HomeMy WebLinkAboutW_5403_S: •. 1 . "'" ·.r----:------,.-' _··•;._... _____________ -;===t============:==========================-----------------------l--,~f~ CO/\ITROL LIST , t 19 000 -~---- E/8,00_0 ~-=-=-=_='. 5 I '- z VTE/Mff MODULE JUPPOf/T fAC/LIT/EJ ' ' I 0150 8[6/N .([A WATER ..., T~ANJM/JJ!ON LINE ~ FO/f' 0<00 TO 0•50 ~ SEE C-!2 "' _:f_~~~_ZQ__ - ' ' ' ' ,. \_fV33·70 I I SHEET ,11011411,NT ! OE\CR!P,ION EltV COORDINATE NC. Nb : NORTH EAST ---------------------.. -t----------"------· ---·---~ C-14 P i CONC NAIL 13.C,? ?4,471.701 l8,058.G28 C-14 (.15 C--15 C-/G C-IC, C 17 C.17 I Q iCONC NAIL 110.,2 ?5,07!.73? 18,050.291 N 11",?'HU/3 18.64 23,271.511 18,075.)04 0 CON( /JAIL i8.~9 ?3,871. 5~71 18,0GG ~r;,G N I CONC NAIL /~05 ?2,C,71.577! !8,083.G83 N-2 ,, i CONC. NAIL 18.41 ?2, 1?7 727 I 8,001.278 " /", 2" I-IU8 /", 2" HUB " 18.00 17. I 3 " 22, 124.3(,5 ??, 120. 14 5 IG.00 ??, 115. G70 ,, 17,GG4. !07 17,127. 017 !G,550.?35 NEWLl!ND 71 -----'-'o V-=.[..:o..Q A:.;...:/.c.=..L ......:P_::_[._:_,4 '-'-Iv_· 3c_O_" J.:...:[_:_,4_:_~;_c..v 4..-'-1.::..:.f R'----'-'T 2>..:.CAC..:..:N..'-J Mc...c.:...::.J j.::..:.J l-=..O.:..c..N....-:.L.:..:../ N:_::_E !"' /000' i I ' t l..=IQ_j__ ___ _L__ __ __J_; ------" LEGEND 50 GO 70 80 SHEtT NO. C-22 C?2 C,-2 [ C-?3 C-23 C-23 C-24 C-24 C?5 C-?5 C-25 C-?G C-2G C-:?G C-28 C-?8 £ 9.000 E 8,000 JTREET /10NUMENT DESCRIPTION NO. COORDINATE ELEV. ~-NO_R_T_H ___ [_A __ l T _ ___, N -/C, r, 2" HU/3 13.32 N -18 r, 2" HU6 I 13.42 N-1"! /",2"1-/U/311244 N 20 i', HU e, II 4 7 N -20 A CONC. NAIL 10.~G N~ 2 I N-22 N-:?3 N-:?4 N-27 N-28 N -2':! N-30 N-31 N-3? N-33 N -34 \ r, J"x HUB 11.79 HU8 II (,5 12.44 l!OBG 12.11 I" ' X HU8 CONC. NAIL I" ' X HU8 HU6 11 8& I I 70 ,,, ' X HU/3 11.C,7 CONC. VAIL f"x NUB HU8 /"x 2' HU6 CONC. NAIL 11.32 I!. 3? ! I 20 10. 7 I 9.13 ?1,"!20.582 11,443 454 21,208.257 11,444.737 21,747.555 li,443.G44 ?0,211. 701 lf,448.2G5 ?0,583.G04 11,444.~44 i~,G43.1BC, 11,453.373 19,075.15& 11,458,477 18,483.004 ll,4G3.7"J7 17,943.238 il,4G8.04G 17,338.0~5 ll,47G.3I/ IG,748.23~ 11,483.783 /G,152.9?? 11,491.323 15,54G.94"J il,4"J8."J"J'!i 15,300.848 ii, 502. II C, !4,G7d.OG5 II, 508.C,07 14,0G5.2"J4 II, 514. 994 13,472.833 II, 5'21 !G,9 12,857.872 11,527.578 !2,G59. 238 lf,529.G4"! ?OOrQQ S!{EET MONU/1/UJ DESC.!/PTION ELEV COORDINATE NO. ,NO. f---'---+----'--+-----+--NORTH EAST -'----+--"-'-----J l:?,0:?5.143 11,510.512 I 1,380.588 11,491 .05"J C· 29 N-35 C-29 C -30 C -30 C-30 C-31 C-31 C-32 C-3 2 C-3.3 C 33 C-33 C-34 C-34 C·35 C-35 N-3G, N-37 N-38 N ·3'J E -I E-2 E-3 " E-4 E ·5 " E-8 f-'j /','2' HU8 /'l 2" 1-/Ub ·!',2" HU/3 /',?" HU5 CONC NAIL CONC NAIL CONC. NAIL 5.37 10.5? 10.33 "J.94 8.G5 3./i,/ 4 25 CONC. NAIL 1.30 " ,, CONC. /JAIL 0. 77 CONC NAIL l.85 " " CONC. NAIL 2.02 CONC. NAIL CONC. NAil 7. IG G.14 10,753. 0/G 10,142. 55G 10,019.557 I0,00?.477 10,009.731 I0,041.53G " 10,000.':!78 /0, 038.4?0 ,, 11,495.877 ll,500.5G3 11,501.507 10, ':!11.1':!2 10, 2GG.177 8,~88.249 8,28G. 13G 7,G5 I .82C, ,, "J, IC,5.4?2 7,C,58. 713 8,303.1/G 7,570."JI/ 7,802.737 ~200.G,03 / ,(~.·' ·-~: , - Offl6NAT!ON F. V. 53-70 F V. JO-G4 ll . .i-l4E·li4 il.B ·/03·(,? H.B ·98-,2 H.B-99-fi? H.8.-97-,2 IJ-IG·59 6ENCH MARff DEJCl!!PTION • JT4MPEO f.r 53·70 IN Tl/{ JO/JTf!WfJT PART Of I/IE /NTEfS{C/!ON Of 6ARf!ELO ArEN//E AN/J 8UJIIARO JTREET; 4? f[[T WEJT or TIIE Pf/OLONG4TION Of TIIE /YEJT CUR8 Of TIIE STREET TO Tl/{ JOUTII, 3£.G ff ET JOI/!!/ or TIIE CEN!Ef(UNE Of TIIE AYENIIE, 4FEET /YEJT OF A f!RE 1/YORAN!, 3./ FEET WEST Of Tllf WEJ~ SOIJT/1/l'{JT C!JRB Rf Tilk:11 IN TI/E TOP Of A CONCRETc fOJT 480(! T f FOOT SOUTH Of !II{ FACE Of THE (//RB A.iOUT 0.2 Of// F10T ,ow,r; Tl/AN TIit ;·11RB. {UY 14.GGO, 1970401. COPPER TA5 JT4MP[C (CE 787t. IN Tl/{ JO!JTllfAJT P4ff Of Tllf INTE(J[CTJON Of 8UJ/14ROJTl/lfT ANO C4Rfl[LO AVtNUf. 3? flt! £4JT Of THE CEI/TffiLJNE Of TI/E JTREET, 70 fff T JO/JT/1 Of Till CENT ERi 11/E Of !Hf 4VfN/Jf ON TIIE TOP Of Tllf COl!Cfi:Tl CURB AT TIIE JOUTII, JO/JTIIEIIJT CUkB RETU0/1 EltV 14 .• ,0, 1910 ADJ (OPPEfi 746 JTAMNC (CE 7872. AT IN/fOJfC!ION Of BUJHAROJTREET AND (ORK TOWN AVENUE; SET!N Tilt TOP Of TIIE 1/0v,TII ENO Of Till NOOTIIEAJT CONCRETE CURB l;ETINN, O.o 1/IG//EI/ Tl/AN !Iii 60TTEO EIEf II. 49211970AOJ. CONE!/ !Ali JTl!MffO (CE 78 7?. ABOUT 0.?5 MIU NORTH 4LON6 .iUJIIAROJT//Ef T fROM TH[ '1/rE(:E,T!c111 Of YOkKTOWN AVENUE; If FEET WUT Of TIIE C!NTER,:INE Of Tilt JTREfT, JET IN Tl/[ TOP Of T/lf NORTIIEAJ T CORNE!/ OF 11/E CONCQUE BASE Of !IIE NORTII TOWER Of TWO TI/ANJM/!JION UNf TOWERS, ABOUT? ff ET /f/61/E{ TIIAN TIIE 6QO!!/YO. !!fr'. 14.107, J970AOJ. ALUMIN!JM CAP JTAMPU 118. -1!;7-!;9. AT Ille IN T[RJECT/ON Of 8//J.1/ARO Jiff ET /4NO 404M! AVENi!E; 52.5 f[ET JOU TH Of /NE CENTt~UNE Of TIIE AVENUE, 805fEfT EAJTOf TI/E CENTERUNE Of THEJTREET. JET!N Tl/f TOPAT THE NORTHEAST COQNEQ 01' A 5 FOOT BY 7 fOOT CONCNTE (ATC/I BASIN. 0.8 Of A FOOT 1/IJHE~ THAN THE 6UTTE1. ELEY 8 'i08, 1970 AOJ. COPPfQ TA5STAMPE!) QC: 7872. ABOUT 08 Of A MILE /J01TII ALON6 BUSH,IQO STREET fQOM TIil /1/TECJlCT!ON Of ADAMJ AVENUE; ES fEfT JO!JT/1 Of TI/E DQtVE INTO TIit FIRE J!;/TION, OPPOJ!Tf A ff RE IIYORAN!, JET Ill TIIE TOP Of CONCRETE C/JtB ON T//E WEJT CURB OF Tllf JTREEr or; Of A FOOT 1/!GIIER THAN TI/EGUTTtt ELEV. 9.96iJ970APJ COPPER 746 STAMPED {Cf 787? !N TI/E JOUTIIEAJT PART Of INTEQJECT!ON Of BUJIIAQO JTRElT ANO INOIANAPOLIS AVENUE,' 3!i fEET EAJT Of THE C[NTE/il!NE Of Tl/[ JT/ifff, 39 ff{! JOU!// Of Tl/[ CENTfRLINf OF TIIE AVENUE, JET IN 11/E !OP Of THE NO/iT/1 f06E Of AN 18·/NCII JTANDFIP{, ABOUT ? fEET 11161/ER THAN THE G{OUNO. ELEV 10132, !970 40J. COfPf/iTAJSTAMPfD !/CE 787[. Ill Tl/! NO/iTIIWfJTPA!iTOf!llf JVTEaJECTION OF 1/AUT!LUSDQIVE ANO f!iONTAGE kOAO OfFOf 8U:IIA/iC JT([tT; 33 fEET WEIT Of //IE CENTE!/UNE Of TI/E f!i0NTA6f QOJ..O, 38 fEET NO/iTH OF Tl/[ {[1/Tf(LINE Of TIIE Dk!V{, JET IN Tl/[ TOf Jf Tl/{ BACY EDGE OFJIDEWALK, :,JJ!"/' WIT/I !/IE WA'.K. [UV 7 019, 1970401. COPPE!i TA6JTAMP:[ 787t ABOUT OISMILE ,VO[.TIIEAJT 4,0116 B!iOOKIIU/iST JTffET f/iOM TIIE CENTE!/LINE 11/TlfiSECTIO// OF TIil PAC/fl, COA'T HIJHWAY ('Jf IOI ALT.) TJ THE CONCRETE 8/i!OGE OVE/iCQOJJll/6 Of OQANGE COUNT) r:ocr COIIT!iOL CHANNEL; ?5 fffT [AJT Of TIit CENTEauNE Of Tl/{ JT(EET. JET IN THE TOP Of AN 8-1//C/I C)NC(ETE Wll:.E, DE fl[ :Tor; IN THE NJ(THEA!T (OPNE~ Of THf BC/06[, 8 INCi/£.' /l!GHER THAN THE BOC 3£ OE :K :.: . 9400, 19?0 AC.'. COPPfO Tl/,1,7AMffC PCE 7872 ABOUT 0.25 M!iE NOkT/1 /UJNi 8U!III/I/OJ!OEET fOJM THE !NTEOJECTION Of AT:ANT.4 AV:NUE; 24 fE[T EAJT Of Tl/[ ('NT[(UNE OF T//::JTOEET, JET IN Tllf TOP or Tl/[ 1/0QTH/'IEST CO,NEQ )f CONCRETE BAJf Of SEWEO VENT P!fE, ABOUT I FOOT 1//61/EO Ti/AN TIIE 600UND. Ee EV 88Z9, /970 AOJ A:UM!NUM CN JTAMffu lJ· 38·(,8, ?.35 Mi:E: NOQTI/W EJT ALJNG Tllf PACIFIC COAJT 11l5HWAY / U.i 10/ ALT) fQOM Tl/: /IEWPJ!J AV:!IU[ CONC!i:.TE Bk!C5[ ovro:o,JJ.'!/15 OF 11/{ /1/G!IWAr TO!!J INTEQSEC!/011 WITH BROOK!IU(/J( JTk:ET,· 4BOJT 010 OfAMliE NORT/l[A!T /i:r)N5 TH:. !T([fT TO 4 :oN.'f/f!E 8R/[)6f ovu;f!OJJ/N6 Of A FWOC CONTQO, CHAN NC:, ?i,5 f[{T NOKTHWEJT Of TII[ iEIJT[(cU!!E Of THE JTQlET, AT THE JOUTlfWEST COONE~ Of THE 8RIC5l. O. ,o Of 4 FOOT NORTH Of A 5 fOO! i/16/1 CHAIN LINK ff /ICE Jf TIN THf !OP Of ANC I FOOT NO{(il/WE:r orrHEJOUT~'A:7 ENO Of A CONCaETE WINl3W4U Of TIil BRIDGE, ABOUT LEVEL WIT/I TIIE JT(!lfT E:£1/ 8. 514, 1970 ADJ. COPPfq !46JTAMfft {(Cf 78 72. Ill THE JOU TH ff LY PAOT Of Tl/[ 11/TER!ECTIJN Of THE PAC!f/C COAST HIGHWAY 4110 8QOOKI/U{J T JT({ET, 130 f{{T JOUTII WEJT OF T//f C[I/TlRL!llf Of TI/E HIGH ;vAY [5 fEET JOUT//EA!T or THE CENTEl?UNE Of BMOrJIUNT JTREET, f'O FEET JOUTI/EAJT Of THE CfNTf//. OF A 40 FOOT CHAIN LINK 6Aff l:ADIIIG TO THE Hl'NT!N5TON BEAC/1 JTA!f PARK, /.5 FEET NOf/TI/Et/JT Of !IIEJO/JT/1 GATE POJ!. JET IN THE TCP Of A /0-/NC!I CONCRETE CUQB. ELEV !0/81, /970AOJ. ?O GfNERA l NOTEJ: l 8AJ/J OF COOROll!4TlS. IJ Tl/[ /NTEI/JfCT!ON Of {/IE CENTtfUNE Of YORKTOWN AVENUE 4Nf' .r11E C!NTEI/Lll✓l Of TIIE T418E!/T CIIANN[L AJ Jf(OWN ON JI/EE! 00?·7 or TALBERT CIIANNEL f/lGIIT Of WAY MAP 2, BAJIJ Of f:Af/N6J.' N 89'34'05"E fO!I T//f CfNTEf/UNE Of YO/l(T.Ji'IN AVENUE AJJI/OWN 011 JIIEET 002·7 OF TALBE//T CHANNEi 116//TOf WI/Y MAP 3. BENCH MARKS COUNTY Of 01/11116[ JURYEYOI/J 8!!/C/1 MARK SYJTEM. • • ' NO. D.U[ REVISION IUD! Al'Pl'IOV!O UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J.W. O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA ,_ ____ . ____ ---------~---------~ DRAWING BY THE RALPH M. PARSONS COMPANY UNITED STATES DEPARTMENT OF THE INTERIOR ! ,_ -. ' • . ;: \/) ' --·t .j ---+--.;_· -------+---+ I 1 • ' --t -. ' N24,200 l r· , ' ·t ~-~-----r ----! ·-. [_ . + , __ __ _] --. --I ___ • --: ___ i _____ ~~-/Or 00 9 x20. 3 x20.4 X 20 5 N24,400 ' ' s~o.oop 8 . X 20. 5 ! l I ' l ' ! ' I l ' ' , ' l i ------ 1 I l 1 l 1 l . l ' . . ---+--- I i • I 1 • T#Rt/.5T tkK 7C.Y. JI PROF!Lf=. I I . --·-· .. ~--------· .... ----' :.___L -·-. G 5+00 4 / ELEC. PULi f30X -L .ST,4, '2+ 78.3.3 N '24,793, GO c !8.404. 5<o N 1200.00 E r:;90.00 JTfl, If J/3] ,V IJZ7. tJtJ t ~90,00 NOTE: ' I I I I VTE/11Sr MODULE GRID COORDINATES ARE SHOWN WITHIN 80.X !5 FOclOWING TRAN5'M/5Si0N LINE COOROINAiES AND VT£/MS/= MODULc ecAR!NG5 .4RE SHOWN IN PARENTHESES. ! .,,., -:--TT-:t'ir-:-i'::1-~Mt=-t-~-'f'.~"'l• ::::=t===Et-r-i'!:'C,:V'7 ! )-{·+· ----+~c=ri++-' -=-~· _·_;_•-i-tl.. __ lf.. f. ~fAIJ~~~1~·fll!-_j_-J:--JL!-=ij ... j ~rl-..-.l..-1~ ~-4, ·_·.;_·_.,· -1-·+•-···--1-~ ,_:.,_:----+-------- ' ,•, , J ss· 1 I --: -+-j----+----+----+-----+·-·' '-"'3-.-a-,,.-71'1-....... _A_P_PE._-o_r._~-e-. -,9.-~_1:_s _________ _ C .tm·t· 3¢> '~I.O. PIP •~ /1·11 ·1'2 PlLOCt,reD /,vfU{rACE WIT!-/ 3l'T C •J?. ' rt..lJ1, 6' • JrJ, J/1/-C/J fil '-----.:::::_ ,..___.,, SCALE: APPROVED ·r ••• .. ·~ REvis,o~EPARTi~~E~F ~::Tl~~ERIOR IIU,OE 0+00 J-iORIZ 1/ERT. I"= 40' /"• 4' DATE OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DIIAWIMG BY THE RALPH M. PARSONS COMPANY LOS ANGELES UNITED ST'ATES DEPARTMENT OF THE INTERIOR OFFICE _.,_,.IIOVllO DIU.W!NG TilLE DAT[ 5EA WATER TRANSMISSION LINE; /0·/11-ll STATION Q;.OQ TO 1/rOO N23,000 20 10 11 ' ~ ' ~ i- ~ ~ Cr, 0 0 23 I '1--7 \ I \ ' - x!9.5 !9.3 , 18.8 , ' 19.2 ll; I I ' ~+-----., I I Sign/ ' I ' I ' so•4..A'oo''E 191 20 I , 21 57A . '20,-'2/ . .9( N '23,271-7? 1 [ c /8090, .3/ ; . x20.4 N23,200 S=<::>, 002 22 0 \ - x20.6 / 21 XJ9.9 -' x20.I I II I ~ -\- ~ ~ ~ V) • --• > 2: - ~ ~ 1 \J ~ ~ \!i <:> I <\; I ~ 0-- ii'-~ 0--~ ~ V) ~ l_g ' ()\ --..: Cl ~ ~ ~ ~ ii: ~ ~ (!:l U') '(I; 19 6 ' X 19 6 [; '1-0-'- ~ '? 20 -t-00 X 19.8 xl9.8 I N23,400 /9 ' /7 xl9. 9 f"I pt, 20 , CULTIVATE fl AREA x20.2 18 PLAN X 20. 3 I N23,600 30 ''I.D. PIPE:. PROFILE X 20.2 EXISTING GROUND 17 x20.5 i I N23,800 X 20. 4 CULTIVATED /5-r 00 20.3 , L----------------------------------------------------------------------------------------.. ·------------------------- 20.5 ' AREA £NI) P. X 20. 3 ~---...J' ~'-__ )i[i ,-->--'4--~~~•J ----I 20.6 II , ; II 20 3 , -20 ,2t ~ i- ' --- X 20. 4 BLOW-OFF VALVE 3 (40 ' ~ 14 N 24,000 /3 HOR!Z. I"• 40' SCALE: VERT. /" = 4' ORANGE COUNTY WATER DISTRICT -~-• P_Pe,,~o J,~ /J{~.. DATE [{-f · '1 / ' ' ' ' NO 1 I I j I I I I 12 DATE Ir) N24,200 0 I[) ci .... " II AOOEO CITY /30LJNOAA.Y ,20 '/0 NONE. -----------------+----4----1 REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ltlA0£ APP/WVED ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA· DRAWING av UNITED STATES DEPARTMENT THE RALPH M. PARSONS COMPANY LOS ANGELES OF THE INTERIOR 0.1.Tt: /0//5/J! DATE /f2//5/7/ DJ.TE //-2,-7/ DA.TE II-3 -11 OFFICE OF SALi NE WATER ltl\'l[W[O OR AWING TIT L[ DATE SEA WATER T.RANS/vllSSION LINE Jo !'f-71 s :r .-1 ·,, -,,\., • • • . 'C.1 ro ·-:, 3 ,·.-\·:- ··· • . EIS 000 i Gate 17.9 ' ' 18 3 4-~ ~----~~-~~- ' + X 17 9 ·-. N 22,000 20 ;O J I l 18 3)( "-. ' I ' + X 18 5 tll '. ol \i N ~ -1-.., ::,: ?2 z "' -~ ' I ' I ' I ~J ,~?~S,., Cone X 18.8 Wall ' i --+-+-¼-- 0 --------------------------------------- I ,18. 18.6 !8.6 ' ' WARD 31 30+00 xl8 6 18.6 xl8.7 ' I-STREET 291 28 19 ' x 18 4 18.7 ( I \ ' 18.6 18.9 ' Pole ox ' ' ' \ ~. N 22,200 N22,400 PLAN .30" 1.D. PIPE::. 5=0-0010 PRQ,!=/lE. 31 30+00 29 u "' ' > 18.5 )(18.7 s 0° 4-1:>'oo"~ 8.9 I ' 1 X I I i ' I I I I ~.-20 ;:==:±I " Ii . ----+,,t-- 1 I I I I I Ill\,-'-+-,-------' : I 202[ I L,---,--,--1 J L-------' • , -'I I X20.I I I J __ _j ,.,Cone j j L __ x )( I .r ' Pool / ' 18 7 ' 27 ----- N22,600 r-EX/5T/NG GP..:...JU,\'D / .,,✓---! 20.3 0 Woll xl9.I X 19.2 N22,800 I ' ' ' ' 20-I-, I u I I' ' ' ------,, I I X I I i 20.2x .,:.: ; I L_ ---j ' 20 3 20 X 19.3 i:c-19 2 AIR l VACVI.IIY/ ANO AIR Rt:LeAse VAL.V=' 27 0 \9 N :,; 2 SCALE: 24 HORIZ '" : 40' VERT. I"= 4' • ~ ---------V ~ - I 1---, 7 ' ~ ~ i "-I I -.. ., . . --+------• t x20.2 ! X 20.4 ~ X 19.3 N23,000 0 0 N > :z - I I X 20 IQ -----------·+---f----1 ------------ NO DATE REVISION M/\DE APPROVED UNITED STATES . DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING BY THE RALPH M. PARSONS COMPANY LOS ANGELES "" /(//15/71 DATE /(J7/5/ 7/ ,, DATE J/ ~2 -7/ UNITED STATES DEPARTMENT OF THE INTERIOR OFFtCE OF SALINE Jl[VllWfD a ORANGE COUNTY WATER DISTRICT DATE 1/-'S-V DATE DR.I.WING NUMBER 1£T NO APPROVED DATF ,,. ,-21 ORAWING TITLE SEA WATER TRANSMISSION LINE STATION 2:i.+-00 TO 3/r49,95 /(/·l"1•7/ 18 C-/G • • /0 ' 18.6 ::: Woll X 18.2 v~I ~I jl!1[ J X186 1:C~~ ~--II _.._~ ' ~ ' '1 ' i z ! i x ! 6. 9 I ' I I ~-·-I 15.7 : )(15.7 Q ' f, ' I 1 I ' E 16,800 E17,000 E 17,200 ' ' .. ! ' . ' ' //-rFENCE . rV 1 i . ;,. ..,. j • -~--------r-------. • j_ I • .,,.-30"7,,0, PIP!: E 17,400 ' 18.8 . , -· -,~-.. ' ' -~'\.. ;"Jlf, '! (.i: . .-, . - I 18~ ii L i Pool 11-:--r 1 ~ Woll:::__J_ /R E 17 ,600 PLAN • FEX/S'TING GROUND I I X 18,9 ~ LJ===c:---/; 1 il O O I I ' 189;--~I, 0 ~I;' Cone. , ~001 __... P/L !1 19.4 LJ X 18.1 . )(17. 51 i I E' 17,800 . -\\I _ _j I ' \ I ~ I I I ' .J 19.3x I I xl9.4 ,.._ ____ I lo ' I WoH -- .. . ( i -~ j Woll / .... ! ' I 0 0 0 ---X 17. 7 1----, , ',, r> L. ! ' I 0 ! ' I I :rconc ,;,fc LlJ I I l ! E!8 1 000 .... llJ llJ 4.J. o§g ~ 0~ \r) ~~ FENCE---!. Cl <fl~ Ct: ., (:j ~·~ X ~ v,. !:12 .·'5 ·• 1 ' . ' ' ·-• rt In • j.. i i lt • ~I .S;e .0,. 00_/ I & I 18.4x - -' I I ' ' I ' Cl ~ '<l 0 S; . - . . " . X 17, 7 EIB,200 20 • . f,J '·•Ill •I '¥' ~----------------------..-----------------------~:= • .S.!=~0§-~0~0~1~7~7~----------------------------------------------------------~-jn,~ ~ ' ~ & Ill /0 IYl I I()! • (l) ~ ~ PROFILE 44 43 42 41 40+00 39 38 37 35..,.00 34 SCALE· \) 0), -.: • '-' 'S. i ~! i 33 HORIZ. I" = 40' VERT. I"= 4' ORANGE COUNTY WATER DISTRICT APPROVED l. DATE II -9 -"I I ~ ~ ~ i ~-,!o,?, APPcP TI-IRU.JT B._t._lt________ p.A/. J·6 73 RlMOYEO C.4JING D/1 , 400EO .STE.EL CASING NONE I I NO DATE REVISION MADE AP PROV EC UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING BV THE RALPH M. PARSONS COMPANY LOS ANGELES OIUWING llTLE OATf DAU OAT E CATE SPA WATER TRANSMISSION LINE STATION .3/.r-49.95 TD 4 UNITED STA TES DEPARTMENT OF THE INTERIOR OFFICE OF SA NE lt[Vll!W[D DATE /()•/'l-11 19 TER C-17 /0 0 0 I[) + {{) I[) E 15,400 ~ ~ Vj <:\: <.., ~ ~ I \ • I I I I I. ] I I I I I I \ i V 1--.: Ir) .... I ~ l(j 58 I :;;-\ Ci i-1 l'!: vj V) V) ~I ' :t ei C>; . ' ~I <,.; <,> 'I: "' ;:<-• I,:, ") 'D ~ -+ S•0.200 X 13.8 0 57 E 15,600 0 l9 .. ; ' . ,,2 ,55+00 E 15,800 !5 == o.ooG7 ) ~_,•I. I X I Cone. I 54 - \.. X I ' 54 12.9 ' ' X 13.2 u [ ' X ' ' [) o?? n ... I o: t91 53 x 13.8 l I bJ xl3.5 _____ ....,,I~ I F ' S? A N-6 c__::,,, EL. 14 10 E16,000 X X -~ ;g<c>6 3-z• s'i \__ S~ '';. 0. Pl P.!' X 14.1 X 14.4 X 13.9 Q PLAN PROFILE 51 51 xl4.4 u l. \ Xl3.4 ' -0 l X 13.4 ' n ~35 T I''--------' X ' ' 50+00 X 14 .4 X 14. ( xi½ Y\~132ch, ~ r--7 vi/ I I X • • I E!6,200 30" 1.0. PIP£. .s = o.oo'Z8G 50+00 X 13.9 I 49 X 15.2 u I Ii X ' E16,400 \ -. • I ' ' CC7 I I I ' l -~_j I u· '-1--' 13.8 / xl4.9 ' 48 x 15.6 X 15.8 ·Wall -J 0 x13.6 (:5J= I X I ' \ 47 X15"8 6 ~~-~6.00 \ 16 xl6.I --~--... ) I ! . i Wall i 4c; ' II:) X 16.2 }(16.5 X 16.3 , ( ' ' ' ' ' 45+00 . X !6.5 X 16. 5 ~ I, ~ t-0 -' I /) u la.I UJ 16.6x Ir) 16.5 .. V V 15.7 X 0 E 16,600 E 16,800 EXISTING 6.k!OUND 46 47 f-lOR/Z. I" : 40' VERT. I"' 4' ORANGE COUNTY WATER DISTRICT APPROVED DATE tt-9-1/ .5 -0,00177 10 0 • ! 4 45+00 4- 3-16-13 /:!EV/SEO /J/:!Of/LE PER AS BUILT /IIFO/:!MATION DJ.I. 1'7'+'-"'--'-'+'cc'c:'-'c=::-'=-=-'~:c':''::-c~":::--'-::r--:'=".:-:::-:::-"~:'='~-c:c'=-+==--t----t, , I RE.VI SEO GR40IEJ,./T ADDEO C.lS!NG I: NONI= NO' DUE REVISION APPROVED UNIT ED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING SY THE RALPH M. PARSONS COMPANY LOS ANGELES on£ 10/15/71 DATE /Q/15/J/ OATE //-Z-2/ OA1"E ,//-"':z -7/ DRAWING TIT lf SEA WATER TRANSMISSION LINE STATION 44,-70. TO 5 UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE llt[VlfWEO OAT£ C-18 P/L - N22 ,000 I E14,000 /0 0 5= 1.00 "" 0, • -.., IY) ;.: ' ti._~ ..._.z 9i- ~· ~I ~ -.., ' co: 72+00 X \ , ... ,,,,.,_, ---------L __ ----l----l--. .1. 7 ' .. E 14,200 s=o.00211o f\ 0 H V 30"SO& qJ • .... ::.; ~ 71 70+00 i x8.9 + ... 4 8 ···----~-' Prt ... ... X 2.2 ,, 2 E 14,400 G<:, G7 . . • -----+------------------------------~ --30"/.D. PIPE':. <o5+00 E 14,600 E14,800 PLAN 30" /.O. PIPE '5= O. oo I ,i:::JROF/t C 58 ' .:ff;.";'7'-::. .,,.,_ ·:.:,.~•~""'i;;~:,.r,ff;"' ,' 1":· ••• •:.,! ~ : ,. . ( • <l!t , " .. .._...,, ~-,.._ • • 1 • ', ' • ., . .,,_,,,.k~----.. t ,,, -..., ' "' •••••. M•. ~~,,~--_.~,,~-..~~~;·~£.~-~;:.~-:; .. ,!;,~,~,t:-UP\81~P.--"C:fisww"....-~ , I' "' '' ,,,., •• ' • ' , , 5 4 •?{~}t,:/,•.:_:t•--~~:./:•.• •,•,'•r•/ • -"-"-'::/ffi!u· ' ,, ~ •• ~ -.. ;;:~ .• • >' • "'?',!«< • .-.., ~ ' . ~-....... , , -. .,.. .. -~ ....... .,, AIR & VACUUM AND AIR RELEASE VALVE INSPECTION MANHOLE f3\ \{-4 ';/ ,.I -,;::, /' \.------~---·-----~ ' -, "9_1 . G3 G'2 GI j GO+OO x6.5 I ' j ' ~-' -' i X 9. 7 ' ' ' ' XS.4 ----~ -) 7.5 ' .:z-1 ,_._1--T ' ' {I ... "' "' 0: ... ., ... ., 0: ::, :c "' 0 0 0: "" EI 5,000 E 15,200 E 15,400 '-, ~"' "" ~~ __, 0 4-1 0 ·:-. ""'· ::c "' ~, I[) ~ "-< 0~ <: -\-". i •v "' " '-'-i~ ({) "" ::;; ~ c:: 0~ 0 <: l/) 0 "" 0 i:: . • ' i:::~ \.9 ~ ~ ~ ~ "' <.:, "' • ~ "' "' '-, "' ~ Cl. VJ w '' ~ ~ /EXISTING GROUND ' ~ V) c-, - ------·· ----·-- AIR & VACUUM AND AIR RELEASE VALVE---------~· IQ 0 -·--..... ,--------~:::'::::':======:___ __ _ GS+oo -·-------~-G-4--~------G-~---~-~--6-Z _________ G_/ ~----~.: 60+~ __ 5'3 . . .--2 ,,3-16-7.3 iREV!5EO PROFILE PER AS BUILT !NFOPMATIOl./.._+-'D,,_. '-'/.I~. +----1 , --·---;AOO EXIST 30" SO. e STE.EL__C:ASING .. SCALE: HORIZ. I"= 40' VERT. /"" 4' ' /../ONc --------- NO DATE ! REVISION MIIDE APPROVED UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING EIY THE RALPH M. PARSONS COMPANY LOS ANGELES DESIGNED L2.__ljfC.tl<''-S OAT£ !Q/19/ 7I UNITED STATES DEPARTMENT OF THE l~TERIOR OFFICE OF SALi NE WATER DRl>.WN .12....,_ SPENC~ DATE UJ/./'t/71 ~---------------------<•CHECKED 121..l~ lt,.c; == DATE /1-2-?I IIEV!f.W.l!D (} ORANGE COUNTY WATER DISTRICT APPROVED DATE 11-r-~1 APPROVED ..,.,f!._t!/a?~-t .,__ DATE //-3' -2/ ORJI.WING l IT UC SEA WATER TRANS/VIISSION LINE STATION 58f-50 TO 7/r.5 APPl'IOVl!:O DATE I c-19 /0 0 I_ x3.5 I I 13.8 ~ I I E 12,800 65+00 in l() 12.8 ' 84- 12.7 ' ll 11.4 X I I. 5 12.9 El3,000 -. • X 12 9 o: 0 . - IJl - 82 x 11.1 12 9 I I.I xi X 12 6 I E 13,200 8/ --------------------- 10.7 x 11 2 X 11 I Orchard t r - I eo+oo II 8 ' . . . . . II 8 ' E13,400 . l5 =lOj.QOif - • . I --,--1-- -' I r 79 11.6 11.4 ' PL AN i I ____ _,.' !fljO'F!L E 78 5.1 a, u 5.3 ~ i 4.6 ' -~ 5.4 ' 5 x4.3 5.2 ' x 3.9 , x4.I ========l====0 ----------x47 x47 . PIPE: ,10.9 77_ 10.5 ' 10.6 ' E 13,600 77 5 to X 10.9 9.7 ' ! .. ···t·- i I I \ l i l i X 4.7 x 4.1 X 4.8 X IQ 8 8.8 , 9 3 1 ' (I x5.7 5.1 1 1~ u uJ uJ V) N 22,200 54 ' ' ---·~ 0 ill + x 4.2 11.4,2 ------:-,:--- )( 4.7 )1.4.9 10 8 ' i E !3,800 X IQ.6 , 8 2 ' GQ.Q_UND ' x 10.6 ") ~ fj)_ ~ t--C) ~ + ci IS rn rnN I:'----(l) •'l' '.'t ' -Ntt) "'-8.1 f-_: . . 1/) z.u • } S ;;.Ck_OG'f,~ I ~--~- 75+00 • ' I -------1 r/l -'- ~ 0() ~ + • I.!) 'SI-"" • ff) == (l) I'-• • Nd) 8.3 ~ ' "' -• • I 1/) z ll.l l 7 P/L 7 ' 8.3 --· . I ll I I I I E 14,000 -~~ .:,.. --~-•---~' -~ -~' ~ 1l '\.. (:, ~~ ~I\: '--~ ~ ------·---··---- -5_ ~Q.rJ0462 11 V $_•fl. 4,]Jjj -r-• :<t /l g a '° t i-~ :it ~ ~ ! ~ ~ '---c;s K ~'l;N {/) i !!I "•Zc,N APNP TW,f(ISf tuoCK5 o.r,1#5 I'll, H<IP , 3-16-73 Rff/lS£0 PROFILE PER AS &!LT IJ.IFORMAT/0/J , ReN\OVG:0 AIR_ V4LVe, 400 41:"STef.L C4Sl"-O /JONE 0 0 E 14,200 AN- O.I✓. • 0 I HORIZ-I'' = 40' VERT I"= 4' NO DATE REVISl?N MADE APPJIOIIED UNITED STATES DEPARTMENT OF THE INTERIOR 0 F FICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DJIAWlNG av THE RALPH M. PlRSONS COMPlNY LOS ANGELES OAT!: JO/tJ/7/ Ont: ;0/f'I( 7/ DATE //· 2 • 2/ DAH /1-,-1/ UNITED STATES DEPARTMENT OF TttE INTERIOR ·• \ /0 a • .----+-1--- 55 ' ' ' I I 72 I ' ' \.~-.-" \ EI l,'400 10,8 ' 3~0 49' 19" 77. 81 25.90 50, 01 CONCRETE /3€/JDING THRO Cf/RV€ (?/,0 C, Y.' 97 S; 0, O!;>'ZOS 95+oo i • ' i. . I ' . ' --•----+ L I I i I 92 PL ;1 N ::,0" I. o. PIPE:. .l PROTfL E 9/ 90+00 * . t '' <' -· --;,,,•·" _· --•" --___ ,.,_, __ "\ ~ E. XISTING G~OUND SCALE• I l l l ! c37 HORIZ. I" • 40' ·vERT. /11 -= 4' I I r I H • u l II " • . I i .. --t NO 04TE REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA OIU.WING 8Y THE RALPH M. PARSONS COMPANY LOS ANGELES UNITED STATES DEPARTMENT OF THE INTERIOR 0 0.Ut: 10/J'I /71 DA Tt: Jo/1'1/ 7/ DATE /./·Z-Z/ OATt: 'd--::3-7I OFFICE OF SALi NE WATER ORANGE COUNTY WATER DISTRICT ••• , •• ,1) •"'"•ovt:o OIUWIMi Till[ 011Tl I 6 "'l SEA WATER TRANSMISSION LINE O·lf 71 '1=:!:;;;;=;..!D:!ATE~/:;-:::L::;;-::;;;;!;l:;=;;;J.-~S[:.TA;LT.f.:.IO'-:j,N~. .1'" 'V APPROVED ?3 • 1 ' ' 10 0 ~12.3 N22,000 ()I~ ~ ~ I'-(J ~~ ~ ~ VJ (5 ---------------- ,, I ---2-----t---- ·---=-=---------- x6 3 N21,800 N21,600 N2 I ,400 N21, 200 PLAN [PE.DE.STR!AN BRIDGE so"1.o . .P!Pt: I i t -:--Ell 600 ------.. ·---r----~--. • ' I" :\,76 < , 6 8 ---------------------i--- l i ,-------·-, ' I N21,000 N20,800 -------EXISTING GROUND I ----------------~--------------------------~--~1_J~-------------~-----'---....,---------L____ __________________ _j_ _ _.-..,------...__;__ ___ 1 /0 t,,,, ¥ ~ :s. -~ 8' --- 2, r,, 7 ••• -----------,.,. --------------. ---. -SECTION STA.99+80 I"' 5' 100+00 IOI ' t l - ·102 :S = . o, 001'1:> PROF/LE 103 104 105+00 /OG 107 SCALE: 108 HOR!Z. !"= 40' VERT. /" = 4' ORANGE COUNTY WATER DISTRICT APPROVED L DATE 1ti -~ { &o 3 0 . ~-. , ~ (' I") R ::,: ~ ~ .,_ ~ " 1---' +-~I0"-1'. _________ !I_O__+_,J'-'0"--------+---1-------1 ' NO DA.TE AEVISEO !NV El FROM 5.30 TO 3.70 f..JO/,,j~ REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR APl'ltOVED ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING BY UNITED ST ATES DEPARTMENT OF THE INTERIOR THE RALPH M. PARSONS COMPANY LOS ANGELES DESIGNED 0, #/CHOL S" ,,.wN ~(T,4. C MECICED APPROVED ; .id:a..L4cy, DRAWING TIT LE OAT£ /0//lf/7/ OAT[ /0',Jig/ 7/ DATE J/·2•7/ DATE 11-3-U SEA WATER TR4NSMISSION LINE STATION ;}7 +72, ~ + DO OFFICE ll(VIIWU) DATE I0-19-71 10 0 -- ~ 12.8 X 12 7 ---h ~-= ---------i II ~~~~:~::~~---~~~~~=---_-_-_:-_-_""_=_=== __ ::c_=_=_=~-==-~==-~==-~=c::_==~ --'2 I --~ -----•••·---,2.1 -• -f7 -'2 I_--• __ : ___ i -~~~ .... '=·=-=·=-=· =·=-=--:c·=·=·===r I==-=====_=-·=-==·-=-·=·=··-::_-::_=-=·=~-=-=--===·=-·-=-=-=~-----=···=-=·-_=:=-=·-=:::·.:;~:-___ -=_=-_=--·=_-_____ --_-___ -_-____ -__ -_--~------_-~ 5 -~--= ~ ,21 -------~ -------------31• -~--~I ( ---f ------------------j---------------------------~ -:24 t-~--•24------~--x2.4-----,24 -" i i 113 -,-,2.3 :____J 2h__ ,.. ====----= ----~~~~ ,2,=~~===-':r-----',,_ : -,,--9-----x~9--------------,-l.9 _______ '_1~9~~----,_:'_•~I~~ -,-,-_9-------,-,-_e------,-,_8--i ,1.e ~-- ~ ----...... ~J' 11 I"' -~.,!11 N·ZQ· /A t---c:. /--//-------------~-~ -=-=· ~~--: __ -_ = ==--=----.::: ----r~ =-~----~ ---------=: ---~= -:+-----== ~-~~------~=-----------r ------~ ·~ -----------i --_/ _/ I -l -- -----~~----__ -_------::-=----w-,~--j '--~~ ,/n'.,_ ~2~5 -_-.~-j -------------J ------I s•---------·=cc-·j71=----==------------=--======-: _ __:_ _ _:;_' _ __:__:___:.::i·-;',_·~-"'-,_s:-,:,-,, __ =:__~_.;::,: __ ~_,;. __ =._:___=:.=..:.c:=--===.._..-=f1!-:__:_:,siC=--~--- ' "~p' ,o " ·-.~~ ' ; *~ : ,j ' O ·:"'! ,:: ' 'j ~ ' ; ;,: ' ,a J • . C 0-,,: " < ' < ~~ A 'Fil ·:,. " ~ : < ~ ' O J ,o • ,:," '"' : "' " ~ '' S "' "·' " 0 A:;'. ,; ,, •• • • • ,: "< • "" , . ~_12_,_-..,.,-_-_ 1 _____ +-__ -x 12 _ _ -\U\\}-,-· -:~: /\ I-~ ~--.111 !\ ,"H,, --i j /--_-\ =s-·1 -i r-~---71 '--~=? r1 ':__k·i---l \,--. I 11□ l ,-~ <63 w ____ i (l O □ -•69 --y -1-//_•/,, ;4 - ---! 11JI-,~-=-/~--~ (_/7~\4:+--+--------t_1coioc_________ ....-..-t----H+-;l )~ I _____ coco] ·1---~-C_oc_,_·-jcl4=dCC=:,_,. ----==-•;4\ /,r·z;:,87'-f~----c~:~I i --·!;;;,, i,"rf2',\"'/x_:__,,"' __ '_6_9_.,.11"7'/7lt,-----·----(63 N20,800 N20,600 N20, 400 FENCE - •\--3' GAS (RET!R.EO) 2 7" RCP. 5D. ---0 ~ ~-rRi ) ' 30" CONG l ' WATER LINE -· - !8"ss . .J /I0+-00 Ill //3 //4 II 5 +-02 J/.C. P4V[M[NT N20,200 PLAN N20 ,000 GROUND µ 30 I. D, Pl Pc! 5"' 0.0010 PROFILE 1/7 118 N 19,800 //9 SCALE: 1-IOR/Z. I" = 40' VERT !" = 4' Nl9,600 ' ' ' I BEJ,IOYFO CAI/Nu R.EV!SEO GRAOleNT;/. tJDDEO CASINC NONI:: Nl9,400 /0 0 P/L NO DATE REVISION t,IADE APPROVED 15 --t-------j;;-==!t:..---j1-h---"''-'-"' __ '\_ ~ 5 ,30 % NOTE· -T/115 SEC T!ON TYPIC//L FOR //IQ //ND V//CUUM -L-/ _____ -___ -===w~7F==='=,_______ /IND 1/IR Q[L[IJS£ V4LVES IN T/--1£ TJ/Ll3El<T _ , C/--11/NNEL R/N --...... . ------ 10-- • 5 • ORANGE COUNTY WATER DISTRICT APPROVED DATE I UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING 8Y THE RALPH M. PARSONS COMPANY UNITED STATES DEPARTMENT OF THE LOS ANGELES INTERIOR DESIGNED 0. /VIC#t'J.t. s "" IO/N/7! OFFICE OF SALi NE WATER DATE 16//9/ 7/ DATE //-Z·Z / H't'IIW(D DATE //-;{-2/ Al'l'IIOV[D DRAWING TIT LE DATE SE4 WATeR TRAN5/V/ISSION LINE STATION //0_-f-_QQ TO 124 ~oo /0 lf-7/ /0 0 __...J I ' x 12 7 ---"----·------ x 1.8 x.l.8 ----"_/ ~ =-c:::·==---+--::::)'l __ I --• --' ----- ------1-------1----------- x 12.I I xl2.I xl2.1 x12.3 x 6.3 N 19,400 /0--- 5--- I I -I I · Asph I I I ' -•-6.4--+ ,i _\_.,'""", ____ • 7-2-"" ___ __,_i----+-t-7 6_.j_\ __ N 19,200 0----/2" RCP /'25+00 SECTION ----xi 6-------1 X 7.9 !'27 5 TA. I? 5 f 9 5 I'' ' 5 ll .EO /,0, P/Pe N 19,000 N 18,800 PL Al\J NIS,600_ AIR & VACUUM ANO AIR RELEASE VALVE _ .s., aoos,0 -- PROFILE 131 133 NIS,400 EXISTING 6ROUNO S"-0. 0010 /94 :SCALE • AIR & VACUUM A/JD A/Q RELEASE VAL/IE _fl~ \/cg, . .l/J1I£: STA. /::)7+ 60 NIS,200 [)JJ.fl./JUB FROM: STA. IJ?+II TO STA. /Jl+ 20 LEFr TEMPORARILY fTJ/l TE5T/7lfi RllllPOS ES. - ( / I j E I 600 -1" 10 0 &13-,?<J-74 AIJPc/J TNRosr Bi.lCI. //NO l)G',;-,1.:e.S l/t.t'T.8cAJP$1,cO'ccl./cc•--+--~ , ,4--2-73 REVISED /JROF!ll PER AS 8/JILT /IIFORMAT/01./ 0.1✓. --" HOR!Z /11 " 40' VERT I"= 4' , • .AOOEO -5T_eEL CASII--IG. ____ -----+--+---~ ,___.___-+I ~/-J~O=N~{: ---~-------------+ --+---~ NO DATE REVISION MADE APPROVED UNITED STATES DEPARTMENT OF THE INTERIOR 0 F FICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING BY THE RALPH M. PARSONS COMPANY LOS ANGELES UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE ER ORANGE COUNTY WATER DISTRICT APPROVED DATE // -1-? I DRAWING TITLE SEA vVATER TRANSMISSION LINE STATION '24-rO TO 138-rOO Ct24 JO 1:38 JO 0 • . _ .. -AIR 8-VACUUM AND AIR RELEASE VALVE f I , ' STA. 148+00 \f!9' 11 ( ·coric ~ ' . f--91 iii: I I -+---· ;; . ____ ,_,*I I 6 11.5 -----------ll, I' f\ ! 1)43 ~ !Goto '01 :II 6 I . -)(12.1 xii 8 ' x I I 6 \~ I ,., S•0.005/0. l5"12C · I -,as~ - - -,i. -i -_ -,u --•" ; ---c--~-c ~-•'"_------,----~~_:::;:;;;;';;;2;;;.3;;;;;;;;;;;;;;;=.;:;=.;;;;;;;;;;;;;;::=:::;;;;;;;;;:;;:;·;:;;:;.=: .. =:';:;2;:;3;;:;;;;;;;;~=========Fi =•=2=2==;;;;:;:;;:;;:;;:;;:;;;;:;;:;;:;;:;;!~.,;;·=.=.;;;:;;::;-~====•=2=.2;;;;;~;:;;;:=:::;;;;=c=~i ~;~~;;::;;:;::: .. ==.:'=-----:·:' ;;::;;;;;~===~;=:::;;;;;;::::;~====~c:-=.··:::·::: •• :c •• t·~~I-~-' 0.6 : .0.6 0.6 ..... ,:_ 0.5 0.5 I 05 : " ':I:\ '0 .5 x 0.5 ,o 5 ii j A I I /(( I ' Ii II ' " • +· . x 12.1 I N 17,800 N 17,600 t--F.ENCe S,,;0.0032/ ;40-,.00 3.85 • ···~-SECTION STA./47+80 I 11: 5' I / / x 12 2 / ~xli9 14!3 . • -x 12 I N17,400 !44 /\ N-25 ~ El 1211 PLAN . ----~-- ~-JO" I.D PIPE PRQF/L F xi 1.8 -~· N !7, 200 1~cXIST!NC3 I C3ROUNO S=0.0025/ /,f.5+00 1H Nl?,000 ·o X 6.4 I • ' ' ' r _ _J I ' ' 1 Cone 1 I I AIR 8-VACUUM AND AIR P£LEASE VALVE 147 !48 5CAL£: X 6.3 149 ! / HORIZ. 111 = 40' VERT. I" = 4' ORANGE COUNTY WATER DISTRICT APPROVED OAT£ NO' OATIE X 6.6 x 6.1 Nl6 ,600 AOOEO sreet.. CASINO REV IS ION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR "' 10 0 O.J✓. ORAN$£ COUNTY COASTAL PROJECT SUPPORT FACILITIES l'OUNTAIN VALLEY, OIIANG£ COUNTY, CALIFOAfllA DlltAWIN• IY THE UlPH M. PAISONS COMPANY LDS ANGn.£S ••" !Qd'VTI NU lt)/19/7/ "" 11-,J· ll OAU 44-1-U UNITED STATll Of l'AII T lllql T ,. . OFFICE ......... ·- OF TMI . IN Tl II 10• -/ 27 ~ ' \J , E.1 Nl6,600 :o t'_ ··.t ,. •' . . . ~ 7x5 I-Tl---, (--------J .........,: =II ~•__J~--- ' II -·---···----------------- Cone :0 Nl6,400 Nl6,200 S =0;001 f{),t--------=;;;;;;;;~;:;;;;:;;~-------------- 0 rf) • N ::,; z - 152 10 ... RECOMMENDED IOC//TION FOR M//Rl<ER POST 2 I 153 154 . ' ! I i I ! ' -2.07 155+00 SECTION STA. /57f00 /";::5' • - 15G -1 rs' s' I I ~ I~ • N ,-<JI I I 11 I I I I I V I I /57 Nl6,000 r{) N d PLAN ENT SLU/li3Y Bl.OW-Orr VALVE PROFILE ~-_Jjl .__ __ 5 -, __.I k I_ . * -I L L ., __ , i '---.. wo:1 N15,800 EXISTING GROUND ·30" I.D. PIPE S, 0.005(p/'; /C,0+00 !GI ---------- 5-0.0100 _ .. HORIZ. !" = 40' SCAt..Ec VERT. /" ~ 4' ORANGE COUNTY WATER DISTRICT APPROVED DATE . ') ' IA • ·, ~ \··t:i,..· . I Alfl lvACUUM ANO ;.4Q AIR Rl::LE:A:Sf VALVE: (IILSO SEE SECT //T5Tli./l4100 (·23 S JN°SPt:CTION MA/'l/"fO(..~ , I .. V S• 0,003Se nj . 11 ~ TEL. DUCT BANK I I "'/2 ss ' I I I I : IL GG SD \ I I I V UNITED STATES DEPARTMENT OF THE INTERIOR 0 F FICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ·--- 10 Q '-IAOE ,t,PPl'IOVEP ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA THE RALPH M. PARSONS COMPANY LOS ANGELES 0,1,Tf 10/IVZI DUt ltJ/lj/71 DAH //·2• 7/ DATE /J-"J-7/ UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE 1'1EVlrW!D I :::+-··- ~-----<~. i-21 • N 15,200 10 0 IG7 \ 10.3· ' X !Q,3 10 -5 I -------, , Coric , Cone N 151000 N14,800 , 5 4 , 5 3 ~.-...• ~xiii --------r I 0 0 x4.9 Nl4,600 PL .4 N P/L xii.I//:) -EXISTING GROUND x 5.1 x II 2 xii.I . • • .' / I N 14,400 .8LOW-Orr v.:4LVc 14\ STA, 174-,. 00 .~ (ALSO SEE Sl{T/ON AT 5T4. !57f00 ,5 5 xii I 11_, ~v xii.I 10 / x5.4 ~ Xi 11 I : ' i u .7 ' Nl4,200 ,51 x 11 I ' C X 5.1 x 11 I x II. I '\) \\J ' C, ltJ ltJ x4.8 ri') - I '"" xii.I ! ,, 4 Nl4,000 • /0 -----------,----------------------:-+------t--------1..------------+--------------------------, IGG IG7 I G8 10 5 5., 0 0010 I G "J SECTION 5T4. 168+00 I":: 5' • l i /70 +(?0 .:!O" /.D. P/PI! /RR. Cr· G'Oil l!Nf -IN STL PIPE PROFILE 17 I 172 173 174 --~----------- 175+00 S =0.0010 SCALE· / 7G HORIZ. Yt:RT. !" = 40' /'' = 4· ORANGE COUNTY WATER DISTRICT APPROVED DATF ' I -f -'I/ 0 ' I NO DATE 'REVISION .,.ADE APPROVED UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING SY THE RALPH M. PARSONS COMPANY LDS ANGELES UNITED STATES DEPARTMENT OF THE INTERIOR OATf f0//9/7/ DATE d2/!VZI DATE 1/-r. . '1 I DA.TE IL-3-71 OFFICE OF SALi NE W TER lt[VllW[O OfU,WING TIT L[ OAT E SEA WATER TRANSMISSION LINE !0·/9-71 'STATION /G5+80 TO 17 29 c-27 j 10 0 ' r---0, tu llJ V) I x4.8 ' ~---I xii.I xii I x > --'=--+---+~=------'" x_ II 2 ------; \---, ~\ l'(\ Nl41000 178 ,4 6 .. 17'?> X IQ 9 I Q;QO,,og N 13,800 ' i ! f 80fQ0 P/L f. : ........ ' X IQ.9 I _,,.,.,,,.,,,,.,,,..I ',,, -' , 4 7 181 181 5------t-:-'',,,, J 41 "-, , 5 2 xl0.9 N 13,600 • l}---12" /RR V t 182 X 5.2 r-30" !.D. PIPE ,5 5 I l /33 0 -~--~ ·-+--~~~ ····-· SECTION ---~:,_-==----------~---_-_____ ----------- 5 TA. 187 fOO /"c 5' ,5 6 P/L N 131400 PLAN l)O o· ' 1 .j . . . ___ ... PROFILE:. 184 l85f00 I ,58 /8(;, AIR c VACUUM .4ND 4/R RELEASE VALVE@ STA. 18~+30 C- (4 LSO SEE SECTION /./T ST//TION 124100 S/.IEETC-?3) X 5.8 X 6.5 X 6. 3 . ' ·" Nl3,000 Nl2 ,BOO Nl2,600 187 188 SCALE· 40RIZ. I"= 40' VERT. I"• 4' ORANGE COUNTY WATER DISTRICT ,,. V C) 'D i /0 i ! I I I '" Ts.~ s 0 0.'oo10 I 0 JI._.... ~"'HP GAS \/ VJ ! -¥ I I ' j i I , ol6·7J REVISED PROFILE PER AS BUILT /l./f'ORMA770/./ D.1./. , ADDED .:STEGL C4S1NG NONE NO: DATE REVISION IIADE APPROVED UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA THE RALPH M. PARSONS COMPANY LOS ANGELES r -- DIIAW!NG T!TL-[ DAT[ I0/19/71 DA rt I0/19./ ZI DATE //•,/• Z/ DATE //-J#-7/ UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALi NE W TER ltllYll!Wt:D DATE OltAW !NG NUMIEII a / SEA WATER TRANSMISSION L!Ne L..-------------------------------------------------------------------------------------------------------------------------------------..L.,:;A:;:e;:;eR:;o;;;v!;;EO~~~:!;:;~:!;:!,:;;;;;;;;;;;;~o~A:;!TE;_,i:tJ==-:;;T=:•=?=;;;;;;;;;;;;;.L...:6~T;:!_:AT'.:;/~O~N~/(_.:Z.~ + TtJ ,.. /O·l'f·7I 30 10 0 JO - 5 0 , 5 8 19 '2 Nl2,600 C) '\) "'" () c5 ' X IQ.6 10.5 I ';) '2 6.6 xl0.3 i0.7 :l-r8"5TL. PIPE. /';)3 , 5 8 x 10.9 x IO 3 I '33 SECTION STA. 200-f-00 l''-5' ' • xl.9 l xlO 5 Nl2,400 I '3 4 xl0.5 xl0.8 7 S •0.0010 X 5.2 10.6 X IQ 9 N12,200 , 5 2 t l ' l ; . •-' i i l ! : I I I AIR & VACUUM AND AIR RELEASE VALVE /99 f 00 , 4 9 N12,000 PLAN 30" I.D. PIP£ PROt'.IL t:: 137 I '38 /33 x4.2 NI 1,800 , A = R_ = T = l = 12°50'!8" !OG7. 00 I 20. 05 239.08 e.c. STA. 199 +&S.52 N./,790.77 -~//,GG/.o2 AIR & VACUUM ANO AIR RELEASE VA"t.VE ' ' .. I t ' 200+00 '201 x6 I • NI 1,600 f I P.Q.C. :S-TA. 202 +27-40 N.//,55"::,. 41 E.. II ,G"::,G,64- Ll ,,. 12 ° so' 1c1'' i X 5.7 R. ~ 933.00 T = /04. 97 L = 209. or,;, X 4.7 NI 1,400 t I C) <Y) ' V x56 /0 + i 0 f t : '202 • 20 204 SCALE; HOR!Z VERT. !" = 40 ' I" = 4' ' NO 0.t,TE REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J w O'MEARA, ACTING DIRECTOR OPANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA OIIIAW!NG BY THE RALPH M. PARSONS COMPANY LOS ANGELES OESIGN£D , ;V/t:Hc>L '5 "" 112/19/71 OAT f /t1/f 9/ 7/ UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALi NE WAT[R ORANGE COUNTY WATER DISTRICT :::;:,, ~ Al'PROVfO __ ~ 0.lT[ //-2-21 DAiE j/-3-2/ llllVIIWlD Al'l'IIIOV[D APPROVED DATE /1-,_') j Dl'IAWING TITLf CATE SEA W4TER TRANSMISSION LINE /()•/t,71 STATION I /~80 TO 2£24J:QO ~6.1 10.3 xD.8 -- X 4. 7 N 11,400 E.C. STA. 204-+.3,:;;.4<:;, N. JI, 54-S.<57 E.Jl,G/,;,.70 6.0 60 5A ' ' 9.7 5.5 ' 10.6 10 ){9.6 X X08 I ---. -----~0~_1___ -I I X 5.6 x5.6 X 10.6, x 10.5 xlQ.4 X9_9_ x9_9 P/l x5.6 ,56 X 5.6 x5.6 x5.7 X 10.3 X 10.3 X 10.3 xl0.3 X IQ,3 X 9.8 0.7 x0.9 X Q.9 x0.9 P•---------+--_______________ --------~------·-_________ ---------+------F~L~O~O=O-~C~O~.ljTROL CHANNEL I -----------------------t---------------::-::---------+---! x0.5 xo.5 xQ.6 xO 5 x0.6 f() 0 lll 0 d 204 P/l t_ .... , .~~~8_' -~ 10~-------- ~0.9 i I r I ! 20Sf00 ,.. ,.. ,.. 4.4x Ntl ,200 14' PrPE r(ABANDONED) " • 20G 7--~ -=----::---- ------~ ~ --· ~- ~ ,~~,~--------+--~---------------· ---------· --- o---1-------~~-~0=-'~G~------SECTION ST4. 215 fOO r,5' 0.7 N ll ,000 207 . i I .[. i -+ i 208 ------ i , "'(" i i --:-y, f-- '209 N/0,800 . -.,_ •• -·>. ' . . )" -------~--., ---------- i -i ' ! ' .. _ ·-··-r- ' ' f " XQ.7 PLAN .. _...;,..,_ +---_.;.. __ --· '' -------------' I • --·-r l ,r t l ---f l I • ! ' 'ZIOfOO x0.8 NI0,600 PIPE ' -.-+· - . 21I 2" Wot11r Lin~ I _Foot insid11 R./UI /Std I">: 1 ,..._ X 10.2 ·x 10 I 0.8 ' I I ' i --.__;__ i • r ' I ' i I ?13 10 5 IQ.IX ,9. NI0,400 l{ 5.4 x 10.3 0.5 o. • .. "f ' ?14 JC4lE: - ' r ! ' ' ss .l. . ....... _ .. ., ... -·· ! I 1 2/SfOO HO((!l vtr;_r. !"=40' /''~4' NI0,200 ORANGE COUNTY WATER DISTRICT APPROVED DATE 11-1-~ 1 • ' ' + ! r i j J l t ' + ! Ell.600 NI0,000 i ' l i I I i ADPEO T/fl{U5T 8t!.OcK BEY/SEP YEBTICAl AL/6NMEHT REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR 'li a 0 --.-'--------- ' 0,/f. O.li. !IIADE APPROVED ORANGE: COUNTY COASTAL PRO, ECT SUPPORT FACILITli,S FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING BY UNITED STATES DEPARTMENT OF THE INTERIOR THE RALPH M. PARSONS' -COMPANY DRAWING T lT LE SeA WATER STATION LOS ANGELES OA'tE OAT! DATE DATE 10/19/71 IQ/i%ll /J-2 • 7/ il-'3-21 IO·if·ll 32 4 , I TER I I 0 E 10,400 + , X 3.6 G) C) (\j 3.8 ' ( 3.7 ' X 3.4 4.2 ' 4.3 ' /5 69°3Z'.ac ,, W I EI0,600 4.3 ' 4.5 ' .Lt:.lx3.3 Sign • 45 ' x 3.3 5.1 4.3 ' 3.3 E 10,800 ···-r • 4.6 ' • . 43 ' X 3.2 ..... .,. .. --;---' • • i i t . ' • t f t • t 1 t 4.6 ' STA Z24f6l.37 N 10038.83 / 109/0, 9,fl' / / 4.7 . / / ' 5.2 / / ,,,. / . Ell,)00 . !E.'f.!St!NG, GROUND -~----..... ·-·----·-------·.-•-------·----"•··-·-·--~--. . . ' I -I l • • ; 1 I ' I ' I i ' I • t l (CHeCK POINT ONLY) , 3 2 46 ' 5 PLAN 3.3 l ; 4.7 ' X 3.3 4.6 ' ,VE/II ~v(µc#T SI/RrACl I ' ' 30" I. b Pl Pt. ! ' ' ------· . -·---··-· ------r- 48 ' 5.3 X 3.7 E ll,200 4.9 ' 55 ' - - ..,...,, i T ! i i I I I ' l 1 ' I· ' I i ' ' 221 -\ - ----( . . 5.8 ' C) C) -...: :0,: <'. - ; Wall - / I -6.2 ' E 11,400 ~ \ ~oV "" \.\ E 11,600 Wall lw T4L8EPT C././4NNEL CROSSING AIR e. VACUUM AND AIR /}tLEA5E VALVE _: ' rr.oo.8.J •. 'Ii 00180 s·= .. UOR I Z. /" • 40' SCALE. VERT I", 4' ORANGE COUNTY WATER DISTRICT APPROVED DATf /( ,-11 ;:;-;;--~ <:> ...., .J ~~ !.\.}~'. l!J: ~·~ ~ 4J t--, <' 4., -<: "-, ll I 'l: ~ Q \Ii~ ~ ::z: ' '\:) ~ \9.~ ~ ' 'I- \ U: ... 'U '\-. ~ jl~ }-., • '9 ~ U\.i \'(· ----..... £ (\J ~ C\l <::, >of C> • "" <(), ~ G)~~ "" , -sl VJ . ' VJ .. )tQ .. ... -•·•··i;::SL .. . .. l • ill ~ ' • l ... -;.;.., ·.; : ' l "" " r "'t·. I :;;.::: ,,,.1-1 i' ~· I \ ~~ ' ........ I . '):, ' & ._.,. • " ;le; ' "" S\) '?> I c:, " ~ "" f ' I , 612·12 RIYIJfO HOf/lZ. d: YEf/T PIPE AL!liNMENT JJ.N. , 214·72 REY/SEO HO!/IZ. 8. YE.BT. Pf Pf Al/6NMENT O.N. NO D4TE REVISION MA.OE APPROVED UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING ev THE RALPH M. PARSONS COMPANY LOS ANGELES DESIGNED o, ;1/ICHOL .s ,,.w, r. TQkt,~6A '"'"" ~ ' :__ .... ::' APPROVED ~'=a _ DAtf !Odq/7/ DATE JiJ/{9/ 7/ DATE //-,,2~ 71 DATE Jj-q~ 7J 0RAW1NG TITLE SEA WATcR TRANSMISSION I.IN!: STATION 2/6r66,87 TO 2.?9r70 UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALi NE W APPROVED OAT E WWWWZJ C CB■! C-3/ 0 ~ ,...-----L--ELI 3 8,, · • ePoles • 1 ; • 243 • 0.8 ' • I I ' '---~~_,_~-_,___,___ • • • 242 • • --3_4 -•3_2------25---2.5-3.0 E 9,000 E9,200 ! ' I i I I I I '243 ~o.5 x0.5 21 ' • .,__~-ePoles • I • 05 ' • E9,400 I - -+--' --,,. __ ---------------f--·---------- ' 1 ' l S= a,0010 5 /0 15 05 ' • • 23/f• • l . ji -: . ---' ~: I -, -' i 1 l l I • 09 ' I 3 ' • 238 • • • 237. 1.3 1.2 ' 1.6 1.7 ' ~30" /D. 'PIPE 1.5 • ' • • 236 • -----,-+ ----,<-- E 9,600 I I i .. -• ' l.. •. ' I l . , -I . -···T···-·-;-·· ·;:----~---~--. ' ••• •· ' ' -1 ' r ; ... ··r--··r·---,--_, -~-- -..i . <-1-1 ' l t ! r · --r----t·---; ---;--·· ' -. . ' ' ______ .._ ______ --~ --. -. ' ' ' '258 ' • t .. . ,_ . ' I I + . ;_, _,_ , t ! ' ' ' • t----•-----~- PLAN I ---' ··---• -------·+-· .,_ :-···-+ - • 237 ' I t. --+--- 11.6 • Poles E 9,800 17 ' • 235 • 13.2 ' 2.3 • • 13.1 ' x15. 2.4 ' • 2_._£3._,f.-P_oles ' 12.6 ' EI0,000 .. ····-·----· --- . ---•----------------------...... _____ --r-.,_._ --·---. I ' I ' AIR fl YAC!JOMANOAIB BE/EASE YALYE 3.1 ' • 233 • STA. 23! I 20 3-5 ' 3.4 ' S .B9'38'.29"W 2.8 •_ 232. 3.1 3.8 . ' I • Poles • -------------------~- 12.4 ' 12.4 ' !. ' !2 .4 ' ' - 12.4 ' E 10,200 36 ' 3.6 I ~"RCP$£WER I I I STA. 230180, 8/ N 10033.88 E/029/.48 4.1 3.7 ' 3.6x 5.7 ,_.:--., X \ -------1 eonc. ·,......-~ E 10,400 --,fJJL .Ht. IIDJI. A.N/L1! I 1 l l APPROVED 8•000171 • V : . • . : V ····.~·~t .• :+ ~ ~ =~~ --..., -v~ 1r~:-~ - I,·--·--T·:1 &, ,,.i I : .0. D.I✓. SCALE: HOR!Z. !'' = 40' VERT /"= 4' 6Jl·72 BHIITD ff(}FfTZ_ d Y/RT PIPE AllfiNMFNT &ADDED on. I lJJ)#f HO OAT£ REVISION O.JC MAO£ Al'l'ltOVf.D UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SAL_INE WATER J W O'MEARA, ACTING DIRECTOR OF'ANGE COUNTY COASTAL PRO~ECT so,,PORT ~ir:ILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA DRAWING IY THE RALPH M. PARSONS COMPANY LOS ANGELES UNITED STATES DEPARTMENT OF THE INTERIOR 34 N 10 000 15 p II ' 13 • • E 7,600 I 14 .1J VCP ----------------·--_,1----------.. --------... --r .. ---- L I .10: .·.· .. [ll- -• . • ' ,---. .i. --.1 • I • a. ---l-. I -SO: . ~ --_,_____ _ ___ ..,_.._ _____ _ 1 • ~- .. - - ---·-----' -. -. -' -- ,--' ---+; .,....._ . ---+--- .?67 I I I -+---~------· ---·---------.-------....- • '----! -_:_r·· ·t --+--·::+ ' E8,000 '"""""" ___ ,,..,_.._ __ , . - __ : -_L ·-----' ---.. -·· ' . ' ' . • --,---'-;-·-:-- ES,200 PLAN EB,400 '' f i •. t ---.. -. . . ' -· .. ----------..... . ~"=~-0 ,r ---J-:-• -_,__=~--±=+''-·' '#_Cc._. - 25/ t E 8,600 . '' ""'· ------ . __ YISTING _$/f_QUNQ ---' ----: ___ j __ - : _____ -___ __;____ • ' ' ' . • . ' . ' . --------·--------·--. + ------·---,------·--. -· ....... -------------- E 8,800 E 9,000 I .. , -I • ____ • _, ,' ---------•-. ,- ------+ . ----------~----~ -------. . -. -' ; +-···----------------------··--------------,----. -~-------. . . . ··-+·-----______ ,, ____ -------' ----------·· ' -' ·---•-----·-----------------------" --•------------····--··-·--·- ----.. -------···-·-· ·--•------------. . -. ~--~---------------•----------· . • • • ' • . . . • . ' . _, - . ' j . . -, • ' -----............ ·---~------· 7··---'-·-~-~--' --; -+~--------' . HORIZ. I"= 40' SCALE'. VERT./"= 4 , NO OATf : ""'"""' -,------:--- VISED /JLAI./ & PROFILE PER AS-BUILT /I/FORMAT/OJ/ IIJ1R1 REVISION. UNITED STATES DEPARTMENT OF THE INTERIOR 0 F FICE OF SALINE WATER • J W O'MEARA, ACTING DIRECTOR • --i ---·~_;..::_ ORANGE COUMTY COASTM. HIO«CT IUr-POWI t'ACIL.ITtU FOUNT .... VALLEY, OltA ... COUltfY, CAI.INIWIA THE WIit M. PAISONS COMPANY LOS meeu b°'"'o • - • I CMIC•to , ..... DUI • .. .,. . . ..... ORANGE COUNTY WATER Ol$TRICT ,._...... -· -· OATl .<t«,&W DATE 11:I·~ /Jli5/?!'C7/0J/ A/-11//lrJlt' (3\ 16 • ";_, ... --~ • . . -· --~ 0M ',4 I 1.·:· • 1.8 ·-· E?,600 "/ x-~ 0_ ~=--I ~1 ------j!---~---~c,.,.,,Jj +------,_l__3 _____ __c34( \ '-\ >< X /.3 I. 1.5 ' 67,#, ?67; 7tl 14 IS 1.5 ' C·-3.9 19 1.7 /l 1.9 ' 14 ~~ l2"WASTE WAT£; PIPE ~--• • • • ~ {TALBERT DRAINAGE DIST)+ --.2.6 2.8 ' 2.3 24 ' ' 15 2.4-----2.5 I ,,,r I r3 GASMAIN(:,~111✓• 1. 50 :;7 -"' l II '-~ .1,-. z' . ';; '··'-':. "-°"'. •. '. : I •. ...:._~ •-:-. -~ -. ii! (SO. CAL EDISON} o---\() , ' I I I I \ I 11 " I • I I ~ . 124/4 00 l"'IIEL PIPE LINE "FIIEL OIL LINE($(:£" ,y• I 4-3 'lEIID STA.262r2:J 1/.:) / ,,~ ,72 I l/l)j'f.- 1.3 1.6 1.6 1.5 119 97 35 E 76,50 91 ----j 1.6 1.7 ia/,..v ' 'I 44°22'J9"W(;/ ,:s•/3£//0 57i/ 262• 7/ 51 / r 1.8 ,.8 II §4-62. 98 E '7r6/l 28 ' ' ' AIR & YA{!JIJM & !fl REL[A SE YALV[ /~ \ -··--STA 262• /5 \f:!j, 1 1.3 1.6 , '1.1.IJ/// I ' /II, ;/ 1 I 1 ~ • I / II ~ ' <:::, '-, N 10,000 N 9,800 N 9,600 N9,400 "' "' ~ ' ~~ ':\)_ , ~ • ~ " i "- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 10 ' ~ ~ ~ ~ ~ ~ " ~ ~ ~ ~ ' > ~ ~ ~ I?:; -~ ~ "' \'\; "" (\;; £ ~ ~ ~ ~ Vl t§ ~ ":j ).: ;.; 0 \\ ~ "' ~ ~ & .... ~ ,5 .-0. CJCJ/t? ~ ~ ~ %; ~ " -10 c'.57 • I I I ' u I i &: r ,, -3.6 ' I c ~ PLAN .;:!I ~ ""· ~i { ~~I ::r:;, ~I l~-J' <>:,j .j\ :"\ ' ~· ~~ ~ ,. ~ '-' :>::i~ '-, "" ~~ "" !c<:, ~ ~ C(5 <._j !,>; ~ '-, N'j "" ~ ~ ~ it <::, "' <,s j,;; ~ V) N "' '-i..; ..,, '<::> "' <,: ~' " ~ c,., ::::-1 .. . : <2::· ":>' ::t:; I '<> ~ V) (5 ~ ~ IA <J) > ~ ) 15 0 -----2.6 N 9,000 EX/IT/NJ OflOIJN!J \ ORANGE COUNTY WATER DISTRICT APPROVED DATE Ll-'i·"IJ ' /0• "- --2.1--, ' • N 8,800 ' ' ~ -/0 <,-, "' :"'O '-.::: c.,.., ' 0 ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUN',AIN VALLEY, ORANGE COUNTY, CALIFORNIA ORAWlNG 8Y THE RALPH M. PARSONS COMPANY DESIGNED CHECKED APPROVED LOS ANGELES , NICHOt. S ..J. <7ARC/ • EZ /'' ,._,, rZ.. DRAWING TITLE DATf 10,/N,I 71 DATE I0/.'9171 DATE //·,2· 7/ DATE //-;f-7/ SEA WATER TRANSMISSION LINE STATION ,?,57r6 ./G 71:J UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE /J Jll!YllWlD Al'l'ltOV!D OAT E DRAWING NUMBER /0·111•7/ lfl£T NO C-34 ' ____________________ .-- NS,800 10 810/Y-FF YA LYE ----· ---------=-=------' -::::.......-...zJ ___ ~ " 1.3 -~----·-·---·----,---_____ .. ~ -L -----1 JON H/61-f PRESS GAS { $0. CAL CO.)----:J 3.1----3.3 _ ~- "';S I II 7 ,s ----~ ---- 12 --=----: ____ ---r" ----------, '269 AIR f/Eif//Sf YALJIE ~ -"' .... "' :.. " <-.,- 3.3 ' ~~ i';j~ ":: .... ,~ ~ -;.l¼.J ~ '~~ ~"' ¼ • ::§ "" ~~~ ~""' "-'-' <,tl ~ ::;;,. "' ~ ~ L-, <.; ::::!: -~ -Ee; -"' ' ' ' 270100 ,,, "' ""' ""' ;Jc:: '--' ¼ ~ "'• "' ' "<:' ""~ e:,• <cc, "' ·•--'-- r---"' "' c:; ;;:: "" § ~ • • <lSS' <>::; "" ------ V j '27/ LI· !7'04'38'' R • J4J' T • S/05' -L • 10/,34' 44 ' ~ "' ,,, ... f;;:, C\J 1:!: V) '-i ' 'b "" <.::, 1---:' ' ,.,, ' t ¼ "" ,..,_ "' •• <to ' "" ..., I::, '> • <::,. ~ -f2 ~ '--, _ooau,o LINE~ 30"1.f PIPE 272 273 E-7,600 ~, l::i : ~- 1 i l i - , ·----+----,._ - I I ---~-I --._,_. I I -l '274 6.9 ' ' Alf/ fACU/JM & AIR R I ASE PAL/I. STA. 274/SO NS,400 E 7,400 PLAN PROFILE i . t··--· ---------------__ , ., . i :11 Rfllf.N lJ. UH[-_-, --_ i \\ i ! : ' r ' I I I-i s • o, tllJZol ~ c:; -~ "" -- l Ii I I '276+00 -Z7Co 6,2 I [40 6.2 ' D N 8,200 r 30d lD. PIPE i I I , I ! I I -I I r , ,z77 : ' i ' ! I I 1 ASPH ~ 6. ' ~[] ....---'sc, 24'HPGAf / Tree 68 ' 65 ' \ 78 D \ ' Pipes Trees D=i ' 12•00 ffi 6.5 6.5 X 7. 9 ' >-<( 7.7. 'ii: ' :r (0 :r 75 ,_ !fl 4 0 0 "-1 MH 0 ' \ 0 ... \ ' 0 ' <( a.. :,,,---~ ~r 75 Di rt j 5.2 ' 5 n E 7,200 NS,000 N 7,800 I I ' T SCALE HORIZ. !''-• 40' VERT. I" • 4' . -,--.-," ---...---··· , • l -+ 10 I I I ' . -t I l ·, 2·15·72 REY/SEO HORIZONTAi d YERTICAL Al/0/11,fENT, ADDED TEL UN£ i l , ------~r o,;v. O.N. l + 0 NO' DATE REVISION IIIAOE APPltOVl!D UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER_ J W O'MEARA, ACTING DIRECTOR ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA OIU,WIMG BY THE RALPH M. PARSONS COMPANY LDS ANGB..ES Ut.llTEO STATES DEPARTMENT OF THE l~TERIOR WT.ER DESIGNED ~-/VICl-l'O'-.G DAU !O/;<i/71 ,.~.. _ _,______EC_/_?MlfZif "" IQ/1'1171 ORANGE COUNTY WATER DISTRICT •~::~:,::, ~-::;; J,!;7:.f/ •EYIIWID APPII0\110 DIIAWING TITLE L------------------------------------------------------------------------------,----------------------..J..!.'::~:£,."""!=_~~~::;;;;;=.~o•~TE~/~/~-~f~-;;;;')~j==j__5 _~11~:A!_ir~t~oTC;;:,!~R ~~ANS'1-iffN_, l!Ne I ' • __ C0/1.'0tJIT v[tl/3·//, ' N85o/0J(; '\ PROP0S[D FUEL PUMP [7,87700~-\ t-A-11'\SWITCI/G[·l.il< (tv!C) \ !, \\ (j----:----t-~ \_ '" [L[C', RICA \L\\ o . NB.53500 DUCT [ 7 1c0 ufJ £XIS T POW[(; POLE POWEP DUCT EDI 5 0 N PL A NT NOTE: J}Lj tANP~t:APIN6 IYIV FPl;IAI C(), PK1/11r;:r i#,IJJ !?F RFrTtJRF D ~ tJ,.11&!-V/IL ,rcJ,VO/ndAI 10 I I 0 V ' ) "-...__-/ \\ ! 1\ i C ---------/ '\.. I i I . ;\' I -65 ./ \6 7 6.8 I " / " " I ( / NOTf Al 6/!ll T lflf(}RM4 T/QII Al /f/(}WII (}II Tiffi ?/AH (l)Nf(}fMf 11) /(/ff{Y /)4!4 JI{/) flftl) MfAffJR{Mfl(TJ f(/fl/lffl{I) 4'1 T/!Tl),f ,/ /l)U4A Cl), lllff,fT Etff4TIPIII 4RE lfldJY# Tl /'IEA-fEIT l).11) ff 9·?f·7Z " T \ ' ----- \ ~1/YC/Jfl -I' i--EifC. DUC,r 0-, = ... , -. t'\Ji "" <c r-....;' C: -"'· h--i "' ' "" ~ "' . ' "': <:::, 0-, :st' ~ t;:j '-, '"" ~ = <N.._, "" "'i ""'..., <>, ~ ~~ -~ "" '<>:,"" "": ""I • """-' "" <:::, '..._ "" ~"" :st' '-C '-, -<-, I lo \ ORANGE COUNTY WATER DISTRICT L---------------------------------------------------------------~-------------------------------------...J..!A;:!PP::;Ro;:::v~•o~~~;;;':"~ DATE ii -f-"11 • INSTAil TEIEPHONE COND:JIT AT MINIMUM 2'·6 11 BELOJ1! Of/ADE TELEPHONE COIIUUIT ShALL BE CONCRETE ENCASED f'Ef/ ill WHEN /NfTAlLfO PARAcLEL WITH POWER CONfJIJIT. WHEN '\{JJl NOT PA!IAUEL, NO ENCASE/I.EN! IS REQUIRED. I f/N, (:rRAPE' O!. fAVeMeNT /-~ -~•-1,'"71,.,,,~'""Y,,n~'l.""~771""--ill 6 CONC/1, ere efNCASeMeNT ·~ 5 'NOt./-/,(erA LLIC CONOolT NfS UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J W O'MEARA, ACTING DIRECTOR ORANGE COUflTY COASTAL PROJECT SUl'PORt FACILITll!:S FOUNTAIN VALLEY, ORANGE COUNTY, CALIFO"NIA t:!1:AWING ev THE RALPH M. PARSONS COMPANY LOS ANGELES 38 • .. " SCALE 1•• 2000' .. r ,, • 11J11 Mi MUI IP...-.cu, INllff _,. •• \\ ... ,. ,, '· .. . •••• C" • VALLEY ./ AT .. , : ......... . '•\'"-· . :-.. :111 • .,.v ...... .. ,=;,;.~_'..' !!__129 ' -.~.:--•• 11 • I . . I , , . i111. ,j 'II 'I -=--~I. --... -11.. A --s1- ; - I • / :, ; ' ' ,. ' I _. '. . ,• • ,' i I • • • , . • -:: l ; ' . .... ........ NE\VPOl(T B1',\C:ll • " II • '1--:: ... ' .... ," .,_ !I • .... --,. . ' . ' ' " ., - • I . . • •• I .. _ ...... ; ---.... • a ;,' .. ,,.. , /' l -. ; ' I I I • • • .. "' "' ... z 30 20 10 fLLII Al/I. SUTIC DH-·! I t! W.L. t I I ... TALBERT CHANNEL NO SCALI IOISON POWllt AIINT Of' WAY IIND IN ALIINIIINT IAIIFIILD AVI. CIIOIIINI .. OOkNUIIST ST CltOSSINI SCHEMATIC TAL■lltT CNANNIL ■IND IN ALIINMINT OH-S IIOIITN OIK( OH-t i FILL t rtLL ______ ----~~--?"<::::::::::::?-"--=-_:::----------,-::..~-----::.'::--- I -------------{- MA•••: MA•SN ~:~:::----\ lSTIIIAT(D LOCATION t'IIOl'OS(D i,tp( LIN( HUNTINGTON BEACH CHANNEL MAIIIL TON AYI. ••o •• AL-•r••~ INDIANAl'OLIS AVI. c•o111N1 DH-S L.ATLANTIC AV(. caoss• DN-1. I ,DN-1 \ TAL ■ERT CHANNEL NIWLAIIO IT. ... IN ALl--■T ',L--i~:-:·~-;;;;-JL---1--• / I I , II L : --'-J-----: I t I I I 1 I I I I 'ILL I ----------,---I ' I _...-----I _.-_.-f~ I I I --I 30 ~HUNTINGTON ■EACH CHANNEL 10 z 0 .. C > 0 CONTINENTAL ALLU'IIUflll WITH SOM( MAJIINI SANOS \ I ---t ~~ I I -~---~ I _....... T __,,,-.J_ : : I -r----FILL : ~ ~ ~--I I I V ---! -:, I 0 ·, ;;;,,-"IAT LATUts~:-, 1 I "" -. ~ ~ ~ : ~ /I I ~ \ ,¾::a-/411MSI ..Ji.!= l / ' \ : ; i 11 : ' "' _, "' -10 ~.r' !. J. \ .,. I / I.. STATIC W.L. : J_' I r _,, L , .&. \ ~-=-INTIIHIDOID IIARSN DI POSITI Sl(PAS(/ '-, / AND MARINI SANDI, PEAT LA1'1RS al.ACM .. SANDI -10 " -20L ________________________________________________________ __.-20 CLASSIFICATIONS AND DESCRIPTIONS GEOLOGICAL ENGINEERING CONV(NTIONAL Tt:" M INOLOGY .lfil. UNl,i(D SOIL CLASSt,iCATtON SYST[M WITH L(TT(R SYMIOL IN PA .. [NTH[SIS IIQCk CONV[NTIONAL T(ltMINOLOIY WITH llll fOII IIOCll SYMBOLS WA.TIit L(Y[L WAT[II S([ltAG[ SYMBOLS FOR EARTH MATERIAL$ H(AYY CAVING LIGHT CAVING GEOLOGIC STRUCTURE I N75W 505 ll!l•IEOOINGI SAM,.LES AND CORES ----UNDISTUltl(D ----OISTUIIIID UNSVCC[SSfUL SAMll'LtlirtG • ----ATT(M .. T ----COIIING IIUlirt SOIL ROCM,S ,,. • • SANDSTONE •• $HAL( CLAYSTON( VERTICAL SCALE I"• 10' HORIZONTAL SC AL£ 1••2000' GEOTECHNICAL MAP a SECTION PIPE LINE ALIGNMENT • C N15£ 75W STlllll( (C•CONTACT) A.O BLOW COUNT FOR 12 INCH SAMPLER 1"£N£TRATION 100 :3.Z:l.-cM's;l21fl0dr••l .,, JOB S1090 GIOTICNNICAl CONSULTANTS, INC. PL ATE I --✓-,.so LIS(O,i,i............ CLAY DIP JN45Wl5£ 7 ()I ~'--~ GIIANIT( ,-, j J • JOINT) S N30E 45W ( S • SHEAltl !•I © r., ..,, © LJ LJ TEST DATA PRESENTED ON LOGS MOISTURE CONTENT IN PERCENT OF DRY WEIGHT "$" BELOW FIGURE INOICATES COM,.L£T£ SATURATION ORY DENSITY IN l"OUNDS 1"£11 CUBIC FOOT RELATIVE COMPACTION IN l"ERCENT OF MAXIMUM DRY DENSITY o■TAINED IIY LABORATORY COMl"ACTION TEST ON llf:PRESENTATIVE SAM,.LE '---OTHER TESTS PERFORMED • • • • • • 111:VISIOII UNITED STATES DEPARTMENT OF TtE INTERIOR OFFICE OF SALINE WATER J.W. O'MEARA, ACTING DIRE-c"l'-OR- ............. OS us TC CN EX CP GS "M SE DIRECT SHEAR TEST UNCONFINEO COM,.RESSION TEST TRIAXIAL COM,.RESSION TEST CONSOLIOATION TEST ORANGE COUNTY COASTAL PROJECT SUPPORT ,'ACILITIES f'Ol•NTAIN VALLEY, ORANGE COUNTY, CALIFORNIA AL (4S/IOI EX,.ANSION TEST COM,.ACTION TEST GRAIN SIZE DETERMINATION "ERMEAIILITY TEST SAND £0UIVAL£NT DETERMINATION ATTERIERG LIMITS (LIOUID LIMIT/ PLASTICITY INDEX l LEGEND TO LOGS ORANGE COlMTY WAI ER OIS I RICl -1\-'1-\I .......... -UUI IL NISCIIS COIPAIIY -• -.... .... .... .... 11.1-11'.-1' /,.,.,,~ 71 II)~/ e,-~I //-J-21 UNITED STATES DEP'ARTMENT Of" THE INTERIOR Of"P"IC( --·-· ....... 1"11'\.■ N1"1.: Sl!A WATER TRANflMl!IStON LINE 10·19·71 t:JRILl. HOLE LOCATIONS 39 C-37 DRILLED August 13, 1971 WITH Rotary Bucket DtAMETER OF DRILL HOLE IN INCHES 18 LOGGED BY RTM DH l SURFACE ELEVATION IN FEET 20 DAT u M Mean Sea Level GEOLOGICAL CL ASSlFlC4TlON DE SC R1PT10N ALLUVIUM (I/ind Blo,m) ENGINEERING CLASSIFICATION AND DESCRIPTION SILTY SAND (SM),brown to _-7 . g!'ay, damp, fine grained, .-_·_ PE loose to. medium dense, large .~-fT amount m1.ca,some organics, TEST DATA M • D • 0 (RC) 29-85-Gs SE QUATERNARY MARINE SANDS 15 Ll...... SILTY SAND ~SM),gruy, wet, _ .• p riediun to fine grained, 29_ 92 -----=-loose to medium <lense, large t-~=~:-:-----t---t--t·:::·:::::-· atilOUllt of r.iica. ALLUVIUM -p l.AY (CL) with small amount 36-82 Caliche fra~->--1: of silt, gray-brown and tan ments at 9 to 10 10 to red-brown mottled,damp, 10 feet ••• , ". um f; rm 39-80 JOB S 1090 L!.L ANDY SILT (MI.) ,gray mottled/ tan._ dam..,, medium firm. ' Botton o[ <lrill hole at 11 feet. Water at 4 feet; cuv• ing 3 to 5 feet. Mud used to hold hole bclm,; 5 fe:ct. Drill hole backfilled, Water sample at 5 feet. SHEET I OF I LOG OF DRILL HOLE LEGEND ON PLAT,E 1 A-2 GEOTICHNIC.A.!.. CONSULTA.NTS, INC. PLATE A· l•I DRILLED August 13, 1971 DIAMETER OF DRILL HOLE IN LOGGED BY RTM WITH INCHES Rotary Bucket 18 DH 6 SURFAC~ ELEVATION IN FEET 10 DATUM Mean Sea Level GEOLOGICAL CL /J SS!FICATION DESC R!PTION FILL ALLUVIUM QUATERNARY MARSH SEDIME~ S Peat at 11 ft. s 5 -.. ENGINEERING CLASSIFICATION ANO OE SCRIPTION SILTY CLAY (CL), brown to red .. brown, damp, medium ~ firm, caliche fragments. CLAYEY SILT (MI.), gray-browri dar.ip, medium firm. SILTY SAND (SM), tan,moist, medillr.l dense. SILTY CLAY (CL),brown,damp, soft, some organics. CLAY (OH), black to brm~n, moist to wet, soft to .. _ -_ Lncdium firm. TEST DATA M-D.o (RC) 9-104 17-112 43-78 60-69-CN .. 5 15 -_ ~ILT CML).brm,-n,danp,sot:t. t--------l--"--¥'4-'-+<h 1SILTY. \~MJ, Drown,aarap, / \ medium dense. Bottom of drill hole at 15 feet. Water seepage at 12 feet. Drill hole backfilled and tamped. LOG OF DRILL HOLE SHEET I OF ! t------------------------~L~E~G~E~N~D~O-.-.N. PLATE A-2 JOB S 1090 GfOTECHNICAL CONSULTANTS, INC. PLATE A· 1·6 ' DRILLED August 13, 1971 WITH DIAMETER OF DRILL ~Ot.E 1N INCHES LOGGED BY RTM Rotary Bucket 18 DH 2 SURFACE ELEVATION IN FEET 8 OAruM Mean Sea Level GEOLOGICAL CL A SSIF'ICATION :>ESCR!F>T!ON FILL QUATERNARY FRESH WATER MARSH DEPOSITS 5 0 f--1 -5 ... . . . ENGINEERING CLASS 1FICAT10N ANO DESCRIPTION SANDY SILT (fll.), tan, dry to damp, medium firm to firm. Dark brown at 3 feet with clay pipe fragments. ·:~ SANDY SILT (MI.),tan,damp, ;,~-:. soft,large amount organics, -p black (neat\ at 6 feet. ,__ CLAY \Ofl), 01ue-gray, witn large amount of organics, 10 --:-= \ .,...,rt 1 ''""'r of ..-..oat. --, CLJ\Y OH .blo.ck.moist,soft. ---CLAY .1...1.._ with organics, -·_-_-\ "hl,.,,.,.c,--•• ~--.f .. 1 ;._F TEST DATA M -D - 0 IRCI 12-101 AL(30/3) 40-62 30-69 48- DS 73-CN GS ~SILT \fn.) with clay,blue-gra ,105-38 r--------+---+---1~-'-rl.:u:111. f,'""'"'iurn fi IT:1 .1.2.. CLAY (OH) ,dark gray to blacK soft, large amount organics Bottom of drill hole at 14 feet. Water on bottom at 14 feet; no caving. Drill liole backfilled. SHEET I OF I LOG OF DRILL HOLE LEGEND ON PLATE A-2 JOB S 1090 G-EOT£CHNl(,4.L CONSUlTANTS, INC. DRILLED August 16, 1971 WITH DIAMETER OF DRILL HOLE IN INCHES LOGGE-D BY RTM Rotary Bucket 18 ' PLATE A· I •2 DH 7 SURFACE ELEVATION IN FEET 11 DATUM Mean Sea Leve 1 GEOLOGICAL CLASSIFICATION DESCRIPTION FILL 10 " . 0 ~ •• 2 • ► • V> • ENGINEERING CLASSIFICATION AND DESCRIPTION SANDY SILT (ML), brown,dry to damp, medium firm, TEST DATA M • D • 0 (RC) ALLUVIUM 5 ,. : 3 CLAYEY SILT (ML), gray-bro1om, r--.:.=-:::. damp, medium firm, \o/'ith organics. 29-90 -•• SILTY CLAY (CL),brown to 10 ~ gray mottled, moist, soft QU-A-TERN"'"ARc-.-:y-c---+--,,o-1="-1ccc-= .. , to medium firm. MARINE -~· SANDY SILT \MI.), gray, wet, DEPOSITS = '·= fine ~rained nediun dense. 'Y \CH), brown to gray, -_.-1 111 damn mediur.i firm. Fossiliferous at 13 to 18 feet w._ ·:-'._:.,.~:::; r !::iANU lSr-1J,u.lue-gray, .. 5 ~---wet,firm, shell fragments. Bottom of drill hole at 18 feet. Seepage at 10 feet. No caving. Drill hole backfilled and tamped. 33-86 27-90 99 CP 22 -(89JSE SHEET I OF I LOG OF DRILL HOLE JOB S1090 GfOTECHNICA.L CONSULTANTS, INC. PLATE A-1 •7 DRILLED August 13, 1971 WITH DIAMETER OF DRILL HOLE IN INCHES LOGGED BY RTM Rotary Bucket 18 DH 3 SURFACE ELEVATION IN FEET 12 DATUM Mean Sea Level GEOLOGIC AL CLASSIFlCAflON DESC R!PTJON FILL ALLUVIUM 10 5 ENGINEERING CLASSIFICATION AND PE SCRIPT ION SANDY SILT \Ml), tan, damp, medium firm to firm. ~-;_.SILT (MI.),tan,damp,medium -_ -£in11,la.rge amount of mica =' 'ii flake• Wl. ;: 01 CLAYEY SILT . \ CH-OHJ, brown • .,,====.,--~~+--l~=~=:·q.: mottled red .. brown,darnp to I-O :-:: moist,soft to mediun. finn, QUATERNARY ~+-~:e:c•c· ,i: .j,\ <Oti,e oroanics, TEST DATA M -0 -O (RCi 105 CP 12 .(94}GS AL(27/4) 14-100 26-84 98-34-C1' M•RSH DEPOSIT! / ;:· CLAYEY S!LT \OHJ,D!ac1<,wet, QUATERNARY -•• , ,i!"'!'-'±!s"-=~=~~----1 ~!lH!;; DE-rs • • • SILTY SAND \SM!), blue-gray, ..., .: :_i wet mediu::i dense. J0851090 DRILLED August 25 ,= .1Q. Bottom of drill hole at 16 feet. No caving; water on bottom. Drill hole backfilled and tamped. SHEET I OF I LOG OF DRILL HOLE LEGEND ON PLATE A-2 GlOTf(HNlCAL C.ON5UL1ANT.S INC PLATE A-1•3 - 17, 1971 WITH Rotary Bucket OlAMETER OF DRILL HOLE IN INCHES 18 DH 8 LOGGED BY RTM SURFACE ELEVATION IN FEET 6 DATUM Mean Sea Level GEOLOGICAL Ii ~ ~ " • ENGINEERING TEST DATA ~w Xw 0 • CLASSIFICATION J t1 ~w m , CLASSIFICATION AND ·-2 • M • D • 0 ~~ ~3 • DES C R!PTION ► • DESCRIPTION w V> • IRCI 5 .. SILTY CLAY (CL), gray-brown, FILL ~ Wood fragment -d.-:unn. .. mg_dium fipn . QUATERNARY -2 SILTY CLAY\CL), gray to brow, 35-85 MARINE MARSH -. -mottled,~cat fragments,darrp DEPOSITS ~ ~-"' fl-5 SILTY CLAY (OL),bluck, damp, 62-57 0 f-·-~.t.t. ~=!I·--CLAY CH),gray,damp,soft. 65 Root casts -· 54-(63JcP -SANDY s·1LT (Ml.), lar~amount .lQ.. - GS -of sand,dark gray, to ---5 --p moist, r.iedium firr.1, shell 24-100-SE fra91nents. I Bottom of drill hole at 11 feet. No water; no caving. .&. Drill hole backfilled. .N il. ,30 ,12. SHEET I OF I LOG OF DRILL HOLE Li:btNU UN )"'LAli:. A-:l JOB SI O 90 GIOTICHNICAL CONSULTANTS, INC. PLATE A· 1 ·B DRILLED August 13, 1971 w,TH Rotary Bucket DH 4 OIAME ffR OF DAILL HOLE IN INCHES 18 LOG GEO BY RTM SURFACE ELEVATION IN FEET 15 DATUM Hean Sea Level GEOLOGICAL CLASSIFICATION OESC Rt PT ION FILL ALLUVIUM QUATERNARY MARSH DEPOSIT: JOB S 1090 10 ENGINEERING Cl ASSIFIC.i\TtON ANO DESCRIPTIO,-., :. ".' SANDY SILT (MLJ with gravel, ,=. --tan, damp, firi11, gravel ::~• looks like calichc fragmen, ~:. CLAYEY SILT (ML), tan,damp, 5 ·, .:... medium fin,. l--t-"-l~-1 i.:.....::...: t=rJf cLAYEY SILT (ML), tan to b . . . damp, ,oft to medium firm. S 10 a·. SILTY CLAY (CL) with organ-~, ics,bro~'fl to red·brown, ~ ·.: damp,soft; black peat -•• 1 9 to 12~ feet. . ·.: C ,, S!Ll , ..... 1. Drown, _ -_ -_ moist, soft. Lo meJiuu fiL"'lll. µo~,~ ',c-::i: --Blue-gray at 16 feet, Bottom of drill hole at 16 feet. No water; no caving. Drill hole backfilled and tamped, TEST DATA M -0 -0 IRC) 21-97 28-84 42-62 34-86 SHEET I OF I LOG OF DRILL HOLE LEGE"O ON PLATE A-2 GEOTECHNICfL CONSULTANTS, INC. PLATE A-1•4 DRILLED August 16, 1971 WITH Rotary Bucket OIAME TER OF DRILL HOLE ,~ INCHfS 18 DH 9 LOGGf.D BY RTM SURFACE ELEVATION IN FEET 9 DATUM Mean Sea Level GEOLOGICAL ~~ ~ " • ENGINEERING TEST OATA ~w Xw 0 -CLASSIFICATION cW ~w m , CLASSIFICATION A"O >" ·-• • M • 0 • 0 ~~ ~? • OE SC RIPTION ► • CE SC Rt PT ION w ~ . IRC) FILL -. SILTY CLAY {CL), brown, .. -damp, r.iedium firm. -· -. 5 ~ .-::? 21-98 5 ~ -• • SILTY CLAY {CL), brown to tar • ,_ mediun flnn. 15-110 SAND lSWfWith gravel, reel- brown, damp, dense. QUATERNARY 0 SILT (MI.), dark gray, damp, 32-82 MARINE MARSH . . soft, r..edium firm. 10 -.. SEDIMENT -. • ;=P CLAY (CL), dark gray, moist, 58-65-CN r. soft, shell fragments. -5 ;.. __ -_ SILTY SAND (SM), dark gray, ,12.. . wet, medium grained,medium .. -dense . 29-93 • ~·p llottom of drill hole at l& feet. Seepage at 13\;feet. Static water at 12 feet 120 after 30 minutes. Drill hole backfilled. ll ~ ~ SHEET I OF I LOG OF DRILL HOLE LEGEND O" PLATE 4-2 JOB SI O 9 0 GEOTECHNtC.•L CONSULTANTS. INC. PLATE A· I •9 • DRILLED August 13, 1971 WITH Rotary l!ucket DIAMETER OF DRILL HOLE '" '"CHES 18 DH 5 LOGGED BY RTM SUIIFACE ELEVATION IN FEET 13 DATUM Hean Sea Level GEOLOGICAL ! :;; ~ " . E"GI .. EERING ... 0 TEST DATA CL 4 SSIFICA TIOlj ; ::-~ .. ., CLASSIFICATION ANO ·~ 2 M -0 -0 OfSCRIPTl0"41 ~~ 'I: 3 ~ Of SC RIP HON ,n ~RCJ FILL -SILTY SAND (SM),tan, damp, . --·-medium dense • . _, 10 .,:.;_ SILTY CLAY (CL), brown, ~. 21-98 medium firm. ~ i •• •• SILTY CLAY (CL), brown,with 95 QUATERNARY 23-(8C.JDS,CP FRESII WATER • • • ~r c fr4pients, <taq,, AL(42/24) MARSH SEDIMENT ~, be firn 25-92 ~ . 5 . . . . Shell fragment () ... at 10 feet. ... SILTY CLAY (CL) with or;;rutic, 45-68 -Peat at 12 ft. . --brown to rcd-broun, daap, . .. ·-medium firm. --.. 0 -· -~-~1LTY SAND (SM), lar;;e aaount ... Open root ~ -of silt,brown to tan,moist, casts ! ~ I cacdi1.r.1 dense, lar&• a.,aount o 37-85 _,: __ Fl.I.·-• I . Bottom ot drill note at lb feet. No cavinf; no water. j.lQ Drill hole back illed and tamped. l,t2. .1Q 35 SHEET I OF I LOG OF DRILL HOLE L£G[NO ON PLATE A-2 JOB S 1090 GIOTICNNICAl CONSUll&Ntfi. INC_ PLATE •. 1·5 DRILLED August 16, 1971 DIAMETER Of DR.ILL HOLE IN w ITH Rotary Bucket '"CHES 18 OH 10 LOGGE·D BY RTM SURFACE ELEVATION ilj FEET 5 DATUM Mean Sea Level GEOLOGIC .lL CLASSIFICATION OESCRIPTl0"41 FILL Peat at 6 ft. 0 ["41GINE (RING CL .\S51flCAT10ff AtlD CE SCA:PTiON SANDY SILT {ML) with clay, brown to tan, damp, nedhr.t firm. Dark gray, with cl~y, at 31, feet, shell frai;ments, TEST OATA M. 0 • 0 !RCJ 14-104 31-90 QUATERNARY • • SILTY CLA y. { CLJ. carK ;:ra:,• to MARINE HARSH ·.op black, ll01st, ::icdi\r.t firm, DEPOSITS ,:_-· soft, with or&anics. 41-77-CN ~!=~ l~!~r ~-::.:5:...jµ1Qn ~=· :ti SM1lY CLAY (CL), large amount 1-~•,..._~~,....,--..._• __ -'l--+--I-·....;., sand,dark gray,r.10ist,s0£t. 31-92 JOB S1090 • • ll Botto,, of drill hole at 11 feet. ~ water; no cavin&. Drill hole backfilled a:xl tacped. SHElT I OF I LOG OF DRILL HOLE L£G["0 0~ P~ATE A-2 GEOllCHNtCAL CONStH.TANTS. INC PLATE A-1·10 UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J.W. O"MEARA, ACTING OIREC10R .... ....... ORANGE COUNTY COASTAL l"RCJECT SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COl'l"TY, CALIFORN'.A .......... UNITED STATES DEMIITMENT OF TIit: 1111 111111 IL NIS:OIS W .. F -INTEIIIOII ...... <zrs __. GU ,------------•.-----------1 c-H /4k~~' /J ORANGE COUNTY WAIER DISIRICI •-•,.eH4--· - .... .... .... .... l<J•J'j •1$ {/);ff-z ,.,.,9 -71 //-5 ·7/ ...... ........ ....... tin.• -••: ...... --·-L---;;;;;--:;;;;;:=;;.w:=;-:::---------------------------------------------------------------------------------------------.J.!••:•:n-~-!;;· t/=;;/}.=:!!/:,~==::;.-~~/l;;:-1!;-~1~/==;;;;;.L.:S,:l!'._AJWA~~R 1;.,RANSNISSION I.IN/!! IO·ll/·1/ 40 C·.Y lnl DtnDtCH POIIT CUl'■,.i,rr -.e ... i I r ' . ' ' , --· • ' ' ! ' ' - \ 8-Mll POLYET/.IYLENE FILM RUl:3!3ER GASKET FIELD APPLIED CARNEd1E SHAPE SPIGOT RING • LctMENT M AR LINING . •, .' : ' . . ' . t==rl"'""--5TEEL STRAP, GALVANIZED . . . ' . . ' ' NOTE.; JUMPER ROD NOT SHOWN -1+------4" SCHEDULE 40, GALVANIZED STEEL PIPE. STEEL &LINDER ~ I E FACE • WITH fiOUND RU88ER GA ___J -FIELD APPLIED CEf,//E 10RTAR I STEEL CYLINDER PIPE BONDED JO/NT TYPICAL FIELD ATTACHED TEST LEAD PAINTED YELLOW. STEE FIELD APP'.IED CEMENT MORTAR7 I STEEL CYLINDER .. ·, ' :-. ' . ~--. . . ' ·.,·., ·<:-.·~-:--. • • .• . ' EXPANDED SPIGOT END -STEE.L SPIGOT RING~~ ROUND RUl38E.R GASl<ET- COATING i LINING EXPANDED !3ELL END -WIRE REINFORCE.ME.NT -CEMENT MORTAR COATING / INSIDE FACE L CEMENT MORTAR LINING FIELD APPLIED CE/v1ENT MORTAR STEEL PIPE WITH SPIGOT RING AND FORMED !3Ell CEMENT MORTAR COATING i LINING !(' FOR 30"¢ PIPE 9" FOR 1r;:; ¢ PIPE ASBEST05 CEMENT COUPLING PIPE POSITION/NG 8 A N D ----------------ROUND RUl38ER GASl<ET 11llD STEEL-JUMPER ROD SPIGOT END "T" 2D ·FIELD TOP. BELL ENO SPRINGUNE ~-Pl PEUNE NOT[: WHEN ONE JUMPER ROD 15 REQUIRED, IT SHALL 8E INSTALLED AT FIELD TOP OF PIPELINE. WHEN TWO JUMPER RODS ARE REQUIRED, ONE ROD SHALL BE INSTALLED AT EACH SPRINGUNE r------~------~-------~-1 ~l~ .I. ,'D ,. OD __ j 3D NOTE: JUMPER ROD SHALL 8E DESIGNED TO HAVE A RESISTANCE NOT GREATER THAN 10 ¼ OF THE RESISTANCE OF TIIE LENGTH OF PIPE TO WIIIC!f TI-/EY ARE CONNECTED MILD STEE.l JUMPER ROD .--Rf.D K ... \ --1, ,~ED --· f--GREEN '10 AWG STYLE RR WIRE >--BLACK TYPE USE TEST LEA D5 TO T/-/R,EE-Wi,?E TtS~ STATION --- _,r---p Ip E. JOINTS " €. PIPELINI;__ ---FLOW 200 '± (SEE. NOTE "I) 1500 ':!: TD NEXT -~ TEST STATION "'I \ / - / \ -CY LINDER. PEL/NE Pl L ·+ I MIN. '-.~~IN S:L A DIM. CON NE TED FLANGE CTION • --/" CONDUIT EXISTING GROUND ·< ... ·,...+---CONCRETE FOOTING ~ INSULA/ING 13USHING TEST LE.ADS FR0/>1 PIPE, 3 LEADS MAX, THREE-POINT CATHODIC TEST STATION TYPICAL CATHODIC TEST STATION • 10 AWG STYLE RR WIRE TYPE USE TEST LEADS TO :'WO-WIRE TEST STATION Pl PE JOINT--...._____ ~ru5w~ p Ip_ £_LIN e I -1 ---------. !--BLACK FULL LENGTH i:32" WALL PLASTIC SLEEVE TO FIT EACH BOLT--7 J/i" THICK INSULATION WASHER, ONE REQUIRED ON EACH END, ' STEEL IA!ASifER, ONE REQUIRED ON EACH END--------- FOR SURFACE INSULATED FLANGE CONNECTIONS. PROVIDE, ON EACH FLANGE, ONE Y4"1x3"LONG MILD STEEL TEST LEAD CONNECTION WELDED TO FLANGE IN FIELD ~ LOCATED AS DIRECTED 15Y THE ENGINEER. ~:,·-~PIPE FLANGE CE NT MORTAR LINING-/ INSIDE FACE__) -FIELD APPLIED CEMENT \__ROUND RU813ER GASl<ET JU///PER ROD DE.TAILS RTAR NOT TO SCALE I \_PIPE JOINT MACHINE BOLT e NUT-~ MA TING FLANGE--------------CEMENT /v10RTAR ASBESTOS CEMENT PIPE -INSIDE FACE ROLLE.D GROOVE SPIGOT END ! STEEL PIPE. WITH FO@MED ENDS CE/-1/ENT MORTAR COATtNq e, LINING AS/3E.STOS CEMENT PIPE. ,--------------------------------------------------c;,, ! • · . FIELD APPLIED CEMENT MORTAR7 ' • --·---------·-·-·--~----~--------f · ------------1 COMPLEfE-,(Oil PARALLEL 70 END OF PT'P{i (TYP) · SIZED STEEL 8ELL RING ROUND RUBBER GASKET i ' RE./NFOf!_CED PLASTIC MORTA"(< PIPE r-CEMENT "10RTA~-vATING E WIRE ~~~=--=·. +.-~ P~--t,--·~~b~~~~ ' '' ' . • ' . . . ' '' . ' . • ' • ,' t ' ' '· ,. • ' : ::-'· \i:::: ···.\::_· '··• . .' NOTES: I. SPAN LENGTH BETWEEN TEST POINTS MUST P.,E EXACTLY RECORDED AND FURNISHED TO THE DISTRICT. 2. EXACT LOCATION OF TEST STATIONS TO 8[ ESTABU5HED BY THE ENGINEER IN THE FIELD 3 80NDEO JOINTS AND CATHODIC TEST STATIONS ARE REQUIRED FDR AU TYPES OF STEEL, DUCTILE IRON i PRETENSIONED JTEEL C{l//lOfR PIPE 4. TEST LEADS SHALL HAVE NO SPLICES 5. AU TEST LEADS SHALL 8E SUITABLE FOR OIR,ECT 13URIAL -1.00 V G. LEAVE SLACK IN TEJT LEADS NEAR PIPE TO AVOID DAMAGE TO CONN ECT!ON WHEN BACKFILLED.· 200'! • • (SEE NOTE '!) l500't TO NEXT TEST STATION FULL FACED,/f'!HICK, PHENOLIC CORE, FACED BOTH --~----~---+-1_5_00'± TONEXT1_--SIDES WITH NEOPRENE GASKET TEST STATION INSIDE FACE TWO-POINT CATHODIC TEST STATION NOTE; INSULATING FLANGE MATERIALS TO 8[ TYPE E AS MANUFACTURED r;y PIPELINE SEAL s IN"iULATOR CO. OR APPROVED EQUAL, INSULATED FLANGE CONNECTION ,,,,.,... ~ .. ,,,_, CA T/-100/C PRO TE.CT/ON DETAILS@ INSIDE FACE. _JI liNOM, \GAP CARNEGIE SHAPE SPIG()r'R!NG ___ • ~-INSID[ FACE WITH ROUND RU88J;,R-1iASl<ET-'GfMENT MORTAR UN/NG / - ' FIELD APPLJEO.CEMENT MORTAR--STEEL 01./NDER ' REINFORCED PLASTIC MO~TAR PIPE_ ---' PRQ(NSIONED CONCRETE CYllNDEf"W£ ··-----, _./7 -,~ ' NOTE.S: I V,,, _____________________________________________ .... ( I, PIPE MANUFACTURERS MAY FURNIS':f. AL;ERNATE. PIPE JOINT DETAILS TO THE DISTRICT ENGINEER FOR APPROVAL ?. FOR PIPE DIAME.TERS SEE f'LA;N e. PROFILE DRAWINGS, I ' TY PICA{... ' ! ' ) ' • • PIPE AND JOINT NOT TO SCALE 1 MOtJNO I SPRE'IJD, /IND RESUt?F4CE I AS SPEFCI F!E-,0. EXISTING GROUND -1 f--·· COMPACTED 8ACKFILL ~~ I -C-H~+ , ,. ' ,, ---BELL AS REQUIRED ~ I ,, / , •. • ~ ~-I _, I OETA /LS CONC. COLLAR VALVE 80X COVER, CLOW F-24'JO OR APPROVED EQUAL-~ FINISIIGP4D£ L£V£L //PEA Ci. VALVE 130X SLIDE TYPE, 3,:iG" MIN. THICKNESS FLARED BASE ------- 30" PIPELINE 1 1r;," ClO TH-INSERTED RUl3!3tR GASKET \ (FED SPECS. HH-P-151) \ 8" STEEL BLIND ' FLANGE, 150 PSI i ~-FINIS/-/ GPADE T4LfJ[PT (Ji4NN[L lllsllfil""""~ 5[[ STATION l57f00 5/l[[T C-2, --8" SCI-I. 40 STE.El PIPE NOT TO -5CALE. C-39 \ II\ , ___. -----;;i---+-~ W, G" MIN., 10" /v1AX. _/ L w •/. 0 D. 'i ~ .i C,"SCH. 40 STEEL ~--4." )i~f!'"Vf 7ypr (',')//PUN(; 5/v'J/T,L/-A/ JJIR 4!1-C'55':,0I OR APPROVED EQUAL, . ,-1--1---+---------------t----t----t, Lf'w~REXCAVATE AND REPLACE WITH BEOD/AJG MATER/Al IF PEAT l HIGHLY ORGANIC MATERIAL IS ENCOUNTERED 1'3) C-33; PIPc, CEf,//ENT-f,//ORTAR ( LINED e COATED ''--. - G FlANGEO ;;TE 7 VAL Ve, 200 PSI. _ ___j ASPHALT DIPPED, IN ti OUT, AFTER. FABRICATION __ _v \ I ' } I ' • EPOXY COATED AS PER SPECS. IN V4LVE SECTION, STAINLE55 STEEL 80l75 ti NUTS. -., T ,._~! --ENCASE_ WITH 4" CONC All AROUND .. , ~-STD. 8" BUMPED HEAD \ 1--1---+---------------t----t------t,i 1---!----f------. ·-----·· ---~-l----1 NO. DATl REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J.W. O'MEARA, ACTING DIRECTOR IIIA,DC APPIIOYID ORANGE COUNTY COASTAL PR~T SUPPORT FACILITIES FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA ' ----------------~--------OM:AWING 6Y ,._ • '·./ UNITED STATES THE RALPH M. PARSONS COMPANY LOI AQII.II DEPARTMENT OF THE INTERIOR I ' ' . r r -' L ' • • 1 \ IN T/JL/3ERT (/11/NN[L R//.1 PIJV[ l 130"CAST IRON MANHOLE COVER WITH 2"/ISPH/JLTI( CONCRETE I i, FRAME, TRAFFIC TYPE,ALHAMBRA n 4" II r, ~FOUNDRY NO. A -lt5Z, OPEN GRATING OVE« STA/3/L/l[D G ,P[G/JTE 1 (SET TOP FL/J.SH WIT!-/ EXIST. GRADE) /3//5ECOl!15E (10'x16' ,; •• 5111/l/JR TO {_1 ~ ill ;J -RETURN BEiW WITH 5CREEN \(.8, I ~ , ·-/ ,-· --FINISH GRADE 1 Si3.0°lci+ -;,J;ll~' ""'f"ID!l"' ~~-d--⇒ ·-4"GATE VALVE ' ' . NORMALLY OPEN '.. . -4"5CH 40 STEEL PIPE · . / r CEMENT-MORTAR LINED '. ,// I£ ~ COATED AS PER AWWA C 205 • -· ---4"SlEEV: ~YPE COUPLING, S/.'71TH- •• /!,"PER FT BL.4/R, 411-055/g()I OR APPROVED EQUAL, 'ilf-'---¥,f-b'"------EPOXY COATED AS PER SPECS. IN VALVE S[C.'IOA! STAIN'.ESS JTfll BOLTS i, NUTS. MAY BE OMITTEO WHERE / MORE SPACE If REl}UIREO -ill ' ' ' CQNC ~LOCK SUPPORT··· J:{~i~ •••• ':)" GRAVEL BED -/ : , OMIT THIS PIPE WHERE VALVES CAN BE II ' ,1t,, TALBERT CHANNEL SET OVER "1AIN, (USE JG," 110 eRfCAST •. & CONC. PIPE IF OVER MAINl.,----------' 1 VARIES j_ 8' (EXCEPT TAL6ERT C!ll!NN[L 11;4j'-;=·w/i:oyffl&iFT'itr!i'AflllDICArEI) ABOVE AIR i VACl}UM AND AIRN~Ef 0 E;~fE VALVE INSTALLATIO_N@ " I X EXISTING GROUND f TALbEP,T CHANNE.L I ..._ 8 AIR i VACUU/.'71NO 'AIR RE.LE.45c VAL Vf_5 ' " C:, I ;"'; "" :a: : '-> "" ~ ' _, -q 0 ______ 4---------j --""' ""' --"' "" ~ <,-, -4 TAL8EQT CHANNEL CROSSING " . i-'tl"t WITH CEMENT MORTAR. -COLOR CODED STRIPE$. /.1ANHOLE GREEN AIR VALVE BLUE 8LOW-0Ff YELLOW -4"SCH. 40 STEEL PIP€, 70 BE PAINTED DISTRICT COLOR ··FINISH GRADE . 1---1-CONCRETE ,, ' "q.' <l •• ', • <\' ·1~i~9!,J 48",?4" ECCENTRIC PRECAST CONC, FLAT TOP MANHOLE RING ---+ 48" PRECAST CONC. MANHOLE PIPE WITH GAO'. STEPS. REFER TO PLAN~ PROFILE OWGS. FOR DEPTH . ''. " " 1 24" CAST IRON MANHOLE COVER i. FRAM€ \ FOR TRAFFIC, ALHAMBRA FOUNDRY NO. A-1254 WITH DIA/>10ND TREAD COVER, OR APPROVED EQUAL IN UNPIJV[D ARE45 (INCLUDING CIJ4NNEL R/W) Pl!VE /./IT// ?"l/5PI//JLTI( (ON( ovr' 4"STl//3IIIZ[D l!GCREGI/TE 8//SE COURSE~ 51/11, TO 8 -24" PRECA57 CONC ~ \f!;J RING AS REQUIRED • .. • ,_· .'<_ • ' PIPE AXIS---......, 1 60LT HOLES TO STRADDLE PIPE AXIS. FURNISH ?~ -lif¢x 3¾" HEX HEAO BOLTS i NUT5. COAT ALL EXPOSED BOLT 1 BOLT THREADS WITH GREASE • • CIRCLE / \ ' , '----5/a"• ROD LIFTING ,HANDLE, j__ r@j _____ \_ \ 2 REQUIRED _ _ ~ __ . J_ 5Y/VIMETRICAL ABOUT 't.. HALF PLAN 'ZO" 8L!NO FLANGE. 20'' ACCESS MANHOLE@ c-40 2" SCI-I. 40, 311;; STAINLESS STEEL PIPE----~ -Z" GLOBE ANGLE VALVE, JENKINS VALVE FIG. NO, 548-P OR APPROVED EQUAL COAT OUTSIDE SURFACES OF FLANGES OF MANHOLE------!.··. , ·7 SLOPE FLOOR TO DRAIN 5/3"¢ ROD UFTING HANDLE:-\\ !'4 "\ \ i HANDLES IVITH TWO COATS OF RED LEAD PRl/,1ER IJND PAINTED WITH ONE COAT Of MACHINE ENAMEL AFTER INSTALLATION 2" SCH. 40 PVC DRAIN PIPE CONC, BLOCK 20"AWWA, CLASS E bl/ND FLANGE -,,.-,,,--,,,-~~~~~.r---'l,s''. THICK, FULL f4CE, CLOTH·INSERTEO 20"AWWA, CLASS E ~U~~~\~\"71 . _1 RUBBER GASKET(FED SPECS. HH-P-15/) -31- 8 ~V....qC,---; ill Ii TAP , WITH EPOXY AS PER SPECS. ON VAlVE5 NOTE.' SUPPORT --------al--- STEEL RING FLANGE--/ .. 1 _ COAT INSIDE FACE OF /:,LIND Fl ANGE 3/a" CEMENT MORTAR LINING • '1-/0lE _...\ --~ -3-3" 5Tctl PLATE 6 3/4"CE/.'1ENT MORTAR COATING ~-!II+-----NOTE; 3 LOCATION OF MARKER P05T5 TO 8[ AS DIRECTED} R[COMMENDED 2' FROM e,Y THE ENGINEER IN THE FIELD, PROV/Qt ONE P/LIN T4L/3£RT CH/.INN[L fi/W MARKER POST AT EACH /3URIEO APPURTENANCE • TYPICAL /v1ARKE.R POST 2 NOT TO SCALE C-40 "' '' REINFORCcD WITH 2,4,13GA. ------~-~-, tlifA;~~1~ WELDED WIRE MESH(NOT SHOWN)-~--7': 13,'ff~Jo,~j ¾ V 0• ' ; :• ~ • , ' ::·r· >: '. ,,,~~;~V!DE 2 CU FT OF GRAVEL CEMENT MORTAR COATING _.·.· •• • I ,,:,,·· -~·:;,._· •;,;';._:~•._i4:_· __ : J•2· S;;;;;;;~-~-::•~· · ... ·. •~••~·;_·.·. __ ·1•~·,;,·_,;',j).1' AROUND END OF DRAIN PIPE \1., ,~ -'t 1.,,1:-r,~,r: 1 20" 0.0, STEEL CYLINDER CEMENT MORTAR LINING - 20" /.1ANI-IOLES TO BE FABRICATED 1/J STEEL CYLINDER PIPE ONLY. IF PIPEUN€ 15 NON-CYLINDER CONCRETE PIPE, 4 SECTION OF PIPE IYIT!I A STEEL CYLINDER SHALL BE U5ED FOR MANI/OLE OUTLETS, STEEL ~ COLLAR OR WRAPPER REINFORC£"1eNT MINIMUM AREA ,1 TIMES T!IE4REA Of STEEL It REMOVED TYPICAL INSPECTION MANHOLE INSTALLATION 3 NOT TO SCALE C-40 20" ACCESS tvJANHOlE --····-· ELL BEND 48'' MJN, 54"F0R30'8END ~ FITTING NOTE' TOPI OF MANHOLE TO BE LOCATEO AT Eflf'TINO ORAOE. EOGEf OF 8/TIJMINOIJJ MATERIAL TO Bf JLOPEO TO MEET ADJACENT PE//IMETER ORAOES, G"MIN .~ "' :.,: Q_ -,._ 'S:: ,__ ' ") I ~--+----'--, 1 PIPE · TEE '4@!2"MAX. 8'' 3"CL,I ~ TYP. ~_,___.c.A.c___ ___ ..; ~o· ELBOW *4 HOOPS· 8" 3"Cl TYP. NOT TO SCALE " ' ' . " ' • ~ • ' ... .--.-.->-'_·.. :_-~·:-: ~-'· <. : : : • ~ -_. ~: • _. J . ' *4--1..t" ~ •. ~40 !2"MAX.- c."M!N..I TYP. ~ '~ ... ;,._.:. :_· ..• ~·.:_. : : .'~ •. ~ 0, 0, SECTION '4 HOOPS • 4 -- '4@12"/r/AX, 8" ~-J.-+l~J r--t-Yt-'\-t--< 3"Cl L TYP A t----t--~- s• -45'8f.ND • 30' BEND TE£ ( TH,~UST BLOCK NOT SHOWN) HORIZ. /" , 20' 0 C-31 , PIPE DIA. A 13 R, A B R A 8 4 0 -4 FtNCE~' i ... ~ i~).( "" i, VA CUU/.1 ANO "";::j "<., LEASE Vi,LVE 7 ~:~j / ('\J. L.(j EX!5TING UNO ------=CL._ T!NGTON VERT ) 8EACH HOR/?. VERT, f HUNTINGTON , BEACH CHANNEL IFENCt X UNDl5TUR8E.D EARTH .; ·,,' • -.~· _., ' - icr 1¥/I , '--·-UNDISTURBED EARTH -- [!2 3~" fUcl LINE t,,,o-3 GAS SECTION@ C-40 CHANNEL CRO I I t) V------20''01L LINE r.,21'5S I I I" • 20' /" • 4, (THRUST 6LOCt<S NOT SHOWN) C-40 C·34 45' BENDS TEES SIZE 30' BENDS 22/z'i:,ENDS A 5 A 8 A e A 8 f-I c; II 40" 38" 3<," 38" 28" 32" 40" 3G" 24'' 59" 4 O" ~--,, _., 40" 30" 34 ,, 45" 40" 30" '.:' 8" 45'' 70" 45" 38" 40" 72" 45" THRUST BLOCl<S@ NOT TO SCALE C-40 {FOR TRAN5t,1/5510N LINE, BY-PASS, t\ PRODUCT WATER LINE) OF CI-IANNEL '4@12"0.C. ' . ") _, V LAP /'-3" PIPE c:i 0 L#4HOOPS A "MAX. ® // Tc E. A J 3''Cl. ': ,: TYP. G"Ml"".I TYP. t---0_. D_,c.________,..;.12~1 /G" 14" 12" 24' -+---+----+----! 30" 28" 24" '20" 30" 24" 24'' 45" ' NOTE,' 4-•4 TIE BiRs,, • CONTRACTOR. 1>1AY FURNISH_. AL TERNA 7£ '.J;,.NCASEMENT DESIGN FOR APPROVAL, ,, ,, -..., ' ,, ....," ,, -,, '~ 3[CTION@ CONCRETE ENCASE/VJ ENT FOR REINFORCE.D PlAST!C MORTAR PRESSURE PIPE/ 1' N07 TO SCALE (THRUST !3LOCK NOT Sf/OWN} ' I • • • • fi:22-7 OELETf/J OETAIL NOLg ·~· _ • Z·l5·72 BEY/fED D!TA/lf NOT I 3 8 o•d' DElETFD OETA!L'NO. 7 REVISION UNITED STATES DEPARTMENT OF THE INTERIOR OFFICE OF SALINE WATER J,W, O'MEARA, ACTING DIRECTOR PIPE .Ill/. 0,1/, MAOII I \ L12-'4 LONG/TU/JINA/.. fj,4,:/S ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES -FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA 1-----,-,,,,---------------r---------1 Dfl AWING SY UNITED STATES . DEPARTMENT OF THE INTERIOR THl RALPH M. PARSONS COMPANY CONCRETE ENCASE/Y1 ENT ; G" -LOI AN .. UI NOT TO SCALE ,C-40 Al'PROYEO 9/10 OlnERICH..f'OST CLEARPJUNT lozo.a \ ' I \ --1 • • ......... ti , I z \ f i 8/10 DIETERICH-POST CLE.Affl"RINT UIIZ0-8 z -----_ t5ATTEEY L !MIT~ E 701. 58'_foR CONT Sec Dvv~ /4022(;, .!_ ~_P._-s ____ _ • rtJR PLAN No SCAt.l!' f'P!P.C SLeEVc -/ \ G-4!' , ,·~i,-.• ··c. . ..--4"1? D (fi'EF, P-8 ', / • CAPlt.t.ARY TUeES ~.{i .. i.~ .. ~~=-; .. ::4-f~:C"". -PLLIG o/l)tlCT SEAL. \ I I T ; PLAN ~ _ / f,, • SC# ,o.,,. H ?;ff \ f'l?R ~o"s W LIN£ 5££ [C\ ,--~Hilr1-, ~ --✓-=:?A?.-1/A§l=-=w-·-·-i1i---~,-.,./-t-----, _c'.::"'=1_ 3o"sw SECTION ,4 SCAl.E' ¼J"• Jt()• C-4/ • ' \ I ' I ' .:: ~-- , . --:8'',', '' •..::_i• ')/ l '.o' 1 ~~ ~~.-~ .. : --l •• -,,,,PM \ I " 2~ CONDUIT i .. J £CTI N 8 !VO SCAi.G' C-<?/ 1 4 SPACc5 @ ft;" I SPACE@ff;• L£TTERS {SPACES PE.e INCrl='8 LETTER HEIGHT(f OFCLJT):O,IZ5 NorEs: STROKE w1oru ~o,02od /, )./4/vfE pt, ATE MA1'£R/AL: ,;;;i' Tli/CI< LAMINATED 15LACK ovc.e Wl-l!Tti PIIEN()L/C PLA sr;c. BEVeL E D1$E s Y~,;/' AT Al'I ANGLE OF 4!5"' V 2, /VAMEPL4TE SJ-IALL BE SECUR€Ly AFFIYEO TO T//E CON'TROL 80ARD PANEL A'ITJ.I l:PO><y' AOl,/ESIVE; L CONTACTS TO ACTVATe' AC/018!.€'-~ ALAA:M 0€//ICI!: ONLY'. C/RCt./17" CONNEC'T/O/(;S TO 8€ OeTt='RMINGO IN Fl6LO NAMEPLATE /3\ --,F,""V_L_L ___ S __ J __ Z_E...,..~~---\§) PSL·/04 PS#·/05 SCHEMATIC WIRING' DIAGRAM. TRANS/vl/SSION f.lN€ PR.E'SSC/R€ At.ARll-1 ... CONTROi. PAN€/, REr OHG 140'2?(, 4 P- S1-IT P24 ( N.I.C.) I }' ! i~#♦-i;() ~:•-.;~ .. ,) [18 [IJ [e:J [19][2QJ n··1 ' , ' i I k4;i~6} P'"r 0¢}) "=-II 3] (TYP) @ [SJ SECTION NAME PLATES ------·----"-··-·· --.. ------_____ .__ ~ M ENGRAVING L~G.:NO g /sr L1;..11c1 1 2ND L1N£ -~-·-•-··----------------·-·-· -~·----I -·g~ WAT£R ____ jPIJ/rlPNa10/_ .... 2 PUMP N.1 /0'2 ... , --------__ SE..4 WAiE.R. ________ ' --•••-• ---•-------,,._, ___ ,. w•---• -3 4 s G SEA WATE/2 ' . ., . ' S£4 WdTE~ . -. ----·-··------.. 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