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5HEET 1,1011 1'1£NT DESCRIPTION ELEV.>-----C_O_O_R_O~IN_A~TE __ _, SHEfT "10NUMfNT DESCRIPTION flEV. 1----C_O_O_R_D~IN_A_T_t_--1
NO. N . I/ORTH EAST NO. NO. . /JORTH [AST
C-14 P CDNC NAIL 18.G? t4,47!,701 18,0~8.C,28 C?2 'N-/G i",2" HUI!, 13.32 21,':!20.58 11,443.454
C-14 Q CONC. NAIL /'J.5? ?5,071.73? 18,050.21/J/ C-22 N-18 /",?" HUb 13.4'2 '21,'208.257 11,444.?37
C-15 N /',2" HU6 /8,64 Zl,7?/.511 18,075.304 C-22 N-1'!! r,z· HUI!, 12.44 21,747.555 /1,443J;44
C-15 0 CONC, /JAIL 18.~, ?3,871. s,1 18,Q.;c;.~i;e, C-23 N-20 /", HUI:, 1/.4 7 20,211. 701 11,448,ZC.5
C-IG N-1 CO/IC /JAIL l~.05 ?2,Gll.577 !8,083.1.83 C-23 N-20 A CONC. NAIL 10.,e, 20,583.C,04 11,444.~44
C-IG N-2 CONC, NAIL /8.41 ?'Z,!'ll.727 18,0"J!.?78 C-23 N-'21 /", HU6 · 11.7':J /'J,(i,43.18/iJ 11,453 . .373
C 17 ,, ,, ,, ,, ,, " C-24 N-22 I", HU& 11.(i,5 l'J,075,15& 11,458,477
C-17 N-3 J',2" HUB 18.00 22,124.3,5 /7,/;,r,4,107 C-24 N-'23 /", HUf.> 12.44 18,483.004 ll,41i3.7'J7
C-17 N-4 /",2' HUI:, 17.13 2'2,120.145 17,127. 'J/7 C-25 N-24 CONC. NAIL 10.8<; !7,"143.238 //,4,8.io4C,
C-18 N-.5 /'',?" HUB lli.00 ?2,!!5,G70 !G,55"J.?35 C-25 N-25 /", /?.II 11,338.o,s 11,47G.3II
C-18 !/0 /i, f',2" HUB 14.10 22,/11.3/S 1&,005.848 C'25 N-?G J", HU!; 11.,5(,, /G,148.23, ll,4lJ:,,783
C-18 N-7 CONC. /JAIL /?.OC, ?2,!0C,.'}07 15,445.(i,!5 C-?li, N-27 !', HUI!, !/. 70 /li,,/52.'J?'l ll,4'!!1.323
C-l'J N-8 r,2· HLJa 7.r.o ?2,08G,7'}8 15,288."J?O C·?G N-Z/3 {', HU8 {/,(i,7 l5,¼G."J411J !l,4"J8."J')'}
C-1'!! N-'J !~2" HUb 4.38 22,015,4211) l4,732.7"J7 C-21; N-2") CONC, NAIL 11.8? 15,300.848 ll,502.1/C,
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C -27 N -3 I !", HU/3 II. 20 I 4,0G.5.'2'J4 II, 514. ':1'14-
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C-28 N·J'Z !"x HU/3 !OJ,/!!
C-28 N-33 I",?' H/J/3 10.7!
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SHEET MONUMEN DESCRIPTION EL e ~ 1---C_O_O_R_D_J_N_A_T_E _ __,
-NO. NO. NORTH lA5T
C-2'':1 N-35 /'',.2" HUO 5.37 l'Z,0?5.143 1/,510.512
C-29 N-3C, r;z" HU/j /0.52 11,380.588 ll,4'P/.05"J
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C-30 N -37 /', 2" H/Jfj 10.33
C-30 N-313 !',2" HU/3 '!J.'J4
C ·31 N -3, CONC, NAIL 8.G5
C-31 £-I CONC /JAIL 3.GI
C-32 E-2 CONC. NAIL 4.25
C-32 E-3 CONC. NAIL 1.30
C-33 " " " "
C-33 E-4 CONC, NAIL 0.77
C-33 E-5 CO/JC. NAIL 1.85
C-34 "
C-34 E-7
C-35 E-8
C-35 E-'!!
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CONC. /JAIL Z.02
CONC, NA fl 7, IC,
CONC. NAil r;, 14
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10,753. 0/G 11,495.877
/0, 14?. 551;; 11,500.5!.i'j
10,0/"J.5$7 11,501.507
10,002.477 10, '!!II. I ,2
10,00'!!.731 IO,?i;t;.177
10,041.53(; 8,~88.24,
10,000.,78 ll,28C,. /Ji;
10,038,400 7,C,5/.82!.i
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8,303,//!.i 7,570."Jlf
7,802.737 7, 200.C,03
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STATION
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JTIMPEP fY. 5!-70, IN TIil JOIITI/Wf.fT l'AR! Of TI/E /NTEfJECTION Of 6ARf!ElD JVENUE
ANtJ 9UJIIARtJ .f!REET; 4t' FEET WEJT Of TIil l'ROION6ATltJN Of THE WE.ff CIIR8 Of TIil JTREET . ---4j
TO THE .f/)/}Tfl, 3f.5 fEET JOU!H Of TIil CENTEQ£/NE OF TIil Ar!!Vlll, 4FEET WEJT OF A f!Rl 1/TOtANI;
11 FEET WEST Of THE 11/fJT, JO!JTIIWE.ff C!J/(8 f(ETURN IN Tiff TOP Of A CONCRETE l'OJT ABO/IT If/JOT
SOUTH Of THE FACE Of THECIIRB A80//Ta2 Of A f()Of LOIYEQ Tl/AN THE Cl/RB. UEY 14.oo0, f97041)J.
C/JPPEQ TA6 JTAMPE~ RCE 767!. IN 11/E JO/JTIIEAJT Pl/RT Of THE /NTEQJECT/ON Of 8/JJIIAROJTQEET
AND 6AQfltlf) AYfN/Jf. 32 fEfT EAJT Of THE CENTERLINE Of THE JTtEEI, 70 FEET JO/JIN Of TIil
CENT ERL !NE Of TH! AVEN/JE ON Tllf TOP Of THE CONCRETE CURB AT THE JOI/TH, J6!JfHEAJT Cl/RB
RET/JQN. fllV. /4.oi/J, 1970 ADJ.
COPPfR TA6 JTAMPEC RC£ 787!. AT INTfQJECTION Of 81/JIIAJO.f!Rff! AND fOQKTOWN AYE/VUE; JET IN TIil
TOP Of THE 1101,TH ENO Of fHl NOQTI/EAJT CONCRETE CIIRB RETURN, U.• H/61/f/l THAN THE 60TTEQ, El!Y fl. 4ft)971JAOJ.
COPPER fA6 JTIIMPEP QCE 787f, A80Uf 0,25 MILE NOiTH AION6 .illJHAl,OJTQEf T FROM TNE 1/VTEQJECTION Of
rORKTOWN AYEN/Jf," 7f FEET WEJT Of TIIE C!NTE{(l/NE Of TIil Jf~EET, JET Ill Tl/€ TOI' /Jf THE NORTlltAJTCORNfQ
OF THE CONt~fTE BASE Of TIil IIO#TII TOWER Of TWO TqANJM/JJION LI/IE TIJWERJ, 180/JT f /El! 1/mN!(
Tl/AN TIit 6QOII/IO. E/EY. 14.107, 1970 AOJ.
ALUMINUM CAP JTANPfD //.8. -/(,7-(,9. AT THE !!/TERJECT/ON Of BIIJIIARO JTREET ANO AfJAMJ AYENUt; Jf5f££T
JOUT/1 Of TIil CENTERUIVE Of TH[ AYENIIE, 80.5/EET EAJT Of THf CfNTEQl/NE Of THEJTREET, JET IN TIit TOl'AT
THE NORTIIEAJT CORflEQ OF A 5 fOOT er 7 FOOT CONCRETE (ATC/I BAJ/I/, 0.8 Of A FOOT 1/IGHE( Tl/AN Tllf
GIJ!rt~. tltr 8.li08, 1970 AOJ.
COPl'EQ TAG JTAMPfO RC! 787t. ABOUT 0.8 Of A Mill 1104TH AlQ/16 8/JJI/Jf{) JTREET fQOM TIil /1/TfRJECTION
OF AOAMJ AVENUE; f5 ff ET JOYT/1 Of T/IE OR/VE INTO THE FINE JTATIOH, OPPO.f/Tf A f!Rf IIYO!MN!, JET IN TIil
TOP OF CO/IC(f TE Cl/RB ON TN! WEJT CIIRB OF TIIE JTREET. 0.1, Of A FOOT 11/61/lR, Tl/AN THE 6/JTTIR, EltV. '-''i,/¥70
COfl'ER TA6 STAMPED RCE 787f. fl/ TIit JO/JTIIEAJT PART Of 1/VTERSECT!ON Of 8/JJIIARP JTR.!ET ANO
INOIANAPOL!J AYfNUE," ,r; FEET fAJT Of TNE CENTER.LINE Of TIil Jf(fff, 39 f{{T JOU!// Of TIIE CENT!RLII/£
OF TI/E AYcNUf, JET IN TIil TOP Of Tiff NOQTHED6E Of AN 18·/NCII JT4NDP!Pf, ABOUT Z ffET l//6HIR,
Tl/AN Tiff GQO/INO. fl EV. 10.192, 1970 AOJ.
COPPfQ TA5JTAMPfO Rtf 7872. IN TN! NORTHWEJT PART Of {Ill /Nrt~SECTION Of NA/JT!l UJ IJIJ!Vf ANO
FRONTAGE ROAO Off OF BU.ff/AR.& JTQEfT,• 33 fEET W!JT OF fllf Cf!VTEQl/NE OF TIIE fi0/VTA6E ROAD,
38 FEET NORI/I Of TIIE CEl!TEQllNE OF TIIE OQ!Yt, JET IN Tllf TOP Of TIie BACK E06f Of J!OfWAIK, UYEl
WIT// Tl/£ /YAU(. ELEV. _7. 019, !970AOJ.
COPPEQ TA6 JTAMPEC 7872. ABOUT 0.15 Mill NORTIIEAJT 4!.PN6 BROOKH/JQJT .fTQE[T fQOM !llf ClNTtf(LJNl
!!ITEQJECTION OF Tllf PACIFIC COAIT l/!611W4Y (/1,S. 10/ ALT.) TO THE CONCIET[ .il!b~E OYEQCQOIJ/N(j Of
OtAN6E COIINTY f:OOF CONTROi CHAN I/El; ?5l!lT EAJT Of TIit CENTE,L!/'IE Of TIit .fTQtET,.flT Iii THE @I'
OF AN'8-!NC// CONC~ETE WNEEl Df fl!CTOQ lN THE NORTHEAJT CORNE!( Of TIit 8Q106E, 8 tNCHlJ N/61/E~.
1114N TI/E BR/Dot btCK. El. 9A00, 1970 AOJ, . • • ..
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COPtlQ T46JTAMPE(i QCE 787t. ABOUT 0.?5 M!IE I/ORT/I AIUNG 8U.fl/,IQf}.flQEET ffOM TN! INTERJECTION Uf
ATlA/lf A AV:11/JE; ?4 FE fT EAJT Of THE C{NTfRLfNE Of TH! JTR!El, JcT IN Tiff TOP Of TIil 1/0QTHWEf[
COQNEQ Of CONCQETE BAiE Of JEW{Q VlNT P!Pf_, A8/J/JT !FOOT 1116/IER THAN Tllf 6QO//IIO. !l!V. 8.8f9, 19'/0AOJ.
AlUMlNUM CAP JTAMPEI! IJ·J8-li8. ?.35 MltEJ NDQl/fWfJT 4lON6 TIil PACIFIC f{)4JT Nl6HWAY (11.i./Of A£T.)
FQOM TIIE NlJVPOQT AVENUE CONCRETE 8QIOaE OV{QCQOJJ{ N6 Of Tl/! 1110/IWAr /'UITJ 11/rt(JfCT!ON WITN
YQOOK/IU~JT JTREET,' 460Uf 010 Of AM/IE NOQTl/!AJT AWN6 Tllf. .fTRE!T ro .4 C/JNC,tf{E 8'1ME OV(ICROJ.f{Nli
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3. BENCH M4RKJ.' COUNTY Of ORAN6l JUQV(YORJ HENCH MARK JY.JTfM,
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UNITED STATES
DEPARTMENT OF THE INTERIOR
0 F FICE OF SALi NE WATER
J.W, O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES
FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA ....,_ __ .,...,,, ____________ ...., ________ ---t
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DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WA1ER
J w O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PIIOJICT __....., PMIU.mea
l"OUNTAIN YALLl't, OIIAIIIII COUNTY, CALIIIOIINIA
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UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J W O'MEARA, ACTING DIRECTOR
ORAN$£ COUNTY COASTAL PIIOJECT SUPPORT l'ACILITIII
FOUNTAIN VALLEY, OIIANGI COUNTY, CAl.i,OIIINIA •
Oft I.WIN I l't'
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APPROVED DATE
. DEPARTMENT OF THE INTERIOR
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J w O'MEARA, ACTING DIRECTOR
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FOUNTAIN VALLEY, ORANGE COUNTY, CALIFDIINIA
OIUWING BY
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LOS ANGELES
DESIGNED £), 0 S' DAT! tJ. /5 7/
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SEA WATER TRAN::JMISSION LINE
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NQ DATE REVISION
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J W O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PftOJECT SUPPORT FACILITIES
FOutlTAIN VALLEY, OIIAN8E COIJNTY, CALi,OIINIA
DIIAW11rfl IY
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UNITED STATES
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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
DIUWIN(il IV
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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
ORAW1M6 BY
THE RALPH M. PARSONS COMPANY
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x 12.1 xl2 I xl2 7 xl3.2
O')
l\J ' u
~
E JI 600
)( 7.6
--~ --------=-=-----=-------------5_ -----~ ~----------------
x 2.4 )( 2 .4 x2.4 x2 4 ---------+----'-"--"----JI. 2.4 ~ -'-""-----X2 4-----+-----+~X 2 .,
~
5 -----=-~------_--------------=---10 ------
xi 3.3 :,:13.2 xl3.I xl3 I x I 3.1 xl3.I
/0
-=-~~-----'---Woll=----:-_---Wall---
------------
5.9x x5.6 x5.9 ,-------
E IJ 400 ,~-,~~f,. ----' ',, -I I/------------: I i ~--~\' • ~
' ' ' '
I -
1
:
'
!
I
' :
I
i • 1··
' ' l ' I j
l l
N2 I ,400 PLAN N2 I, 200 N21,000 N20,800
: J
I
j l
I '
i
-----7---------~----~LL--1-_______ -,-_-__ -r-j_:j_:_:,::~ __ :,=_~, -=-+-==i:=-----=--=-----=--==--=-==:--t~-=£..:.XJ~S-T~JN..:.G~-.::G __ R~O~U-N~OJ·-"~------------t---:---:---------~. -:---:------:-=::-----==--=--J_cc_=-=--=-=--~,-CC ... :::.:::_:: __ ~=~----J.,-_ ----=-~~-~-=--~------1 10
2J, 7
SECTION
STA. 99 +80
(",5'
i ' I
l I ~,
I
I '
100+00
t
' ! I r
I
IOI
1
'
' ;
t '
I I
I
I
0
102 103 104 105+00 IOG 107 108 • 10 1/0+JO
SCALE: HOR/Z_ I": 40'
VERT /" = 4'
ORANGE COUNTY WATER DISTRICT
APPROVED L DATE
,
• RE.VISED (NV el. FROM 5.30 ro 3.70
REV!SION
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
0RAIIIIN9 av UNITEO STATES
DEPARTMENT
OF THE INTERIOR
THE RALPH M. PARSONS COMPANY
lDS ANGELES
DA Tl ....
0.1.T[
OAT[
10/(9/71
10/19171
11-2·11 il-3-ll
ltlVIIWID
,.,,11ov1D
,2 4
' I '
N20,800
10
0
--·-
x8. 5 Q_\
------
xl2.8 xl2.6
II
)
N20, 400
FENCE-
•
27'RCP. 5D.---0 . ~
. :,;·: .
' 30" CONC.
, WATER LINE
-'
fil
1a"ss . .J
/10+00 Ill //4
ti so /, o. I"/ I"!:
--
,---
' ' ' : Cone
--
-
----
x 11. 3
Wall---
-
x5.8 -~----, ,-' , Cone :
&s=o.007Q ..
' j.
!
P/L
//.C. P4VEMENT I
10-
I
S----l,=--=--:::---c-'""~-~--==:1:-v iR1rJ_
C40
/": 5 I
NOTE
THIS SECTION TYPICI/L FOR AIR AND VACUUM
/.IND AIR RfLE4SE VI/LVES IN TIIE TI/L/3ERT
C/.11/NNEL R/N
'
•
-2--+ --
-----------------------------
---
-
-
X 11.4 /\ N-,20 ~ E L ___lLil-
X 11. 5 XI 1.5 xll.4 X 11.5 X 11.5
□
l
N20,200 PLAN N20,000
H SO /. .(J, l"'l l"'t:
S" o.00/Cf
PROFILE
117 118
•
-----------------------
-
~ 11.4 X 11.4 x 11. 3 xll.4 X 11.4 x 11.4
10
--Wo 11 :
LJ C 0 '6' , 6 4 , 6 8
□
,----------,
: Cone :
I
I I
N 19,800
//9 l'?O r 00
X 11.6
-,
1
Cond
'
I
SCALE:
-------
X I!. 8
,6 9
Al~ I VAcvvM ANO A1~ ~c.::eAse-vA.::v~ @
ANO IOSQ FT ACP.4VEMENT ST4 il4f00 c-40
S[E SECTION /!,£LOW
l
I I
X \
N-21 ------1------'
-----------X 12 . I A x 11.8
EL 11.79 -
X [1.7 xll.7
_ _)
X 6. 3
x6.9
I ---v
Nl9,600 N 19,400
A1~ l vAcqv-n ANO Al~ Rt:Lt:Ase_ VALve
' i I
I
i
j
l
, 12
/0
0
•
HOR/Z. I" = 40'
VERT. I"= 4'
REVISED GR401eNT /JDDEO CASINO
NONE
REVISION
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J w O'MEARA, ACTING DIRECTOR
IIIADE APPIIOVEO
ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES
FOUNTAIN VALLEY, ORANGE COUNTY, CALI l'ORNIA
OltAWINQ 9Y
THE RALPH M. PARSONS COMPANY
LOS ANGELES
DAT! 10 d9/ 7 I
DATl l(i/fq/71
D.Ht: //-Z·Z /
UNITED STATES
DEPARTMENT
OF TH[
INTERIOR
OFFICE OF SALINE WATER
ORANGE COUNTY WATER DISTRICT DAH il:-:f-ZI
DATE
APPROVED DATE 10 .,,_.,/
•
x 12.1 X 12.1 xl2.I X 12.3 X 12 5 X 12 6 xii4 ----~ X 12 2 X 12. 2 X 12.J X 12 .4 xl2 5 X 12.4 X 12.3
X 6.3
I Pool
-------1----------------I
N19,400 N 19,200 Nl9,000 N 18,800 PLAN NIS,600.
/0 t A/fl & Vi4CUUM AND AIR RELEASE VALVE
0
8--12"RCP
PROFILE
!'27 !-?8 131
5--
0 -SECTION
5 TA. I? 5 f 9 5
I" ' 5
X 12.4 N-23 D EL 12.44 xl2.4 I x 12 .4
C -__ ':7 u ' ' , , cone 1
' '
~ 6.7
N18,400
cX!S7!N<S 6~0VNO.
!84
~ 12.3
5C4LE:
x 12.3
5
10
10
X 12.3
HORIZ 11'" 40'
VERT. I" = 4'
ORANGE COUNTY WATER DISTRICT
APPROVED DATF // -1-? I
X 12 .4 X 12.4
ffi
X 12.2
,..
t..._ .
1,-zo-.;:t APPcP TNRusr /11.1:J. //NO P••c•4~ //<FL'r,IJ£AJIJS O.J/.
'4.·2-7;} REJIISEO 11/lOFILE PER AS 8l/lLT !IIFORMA7/0II. 0.1✓.
, AOOGO STEEL CASI/.-JG
/0
0
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, CALIFORN4A
ORAWING flY
THE RALPH M. PARSONS COMPANY
LDS ANGELES
UNITED STATES
DEPARTMENT
OF THE l~TERIOR
OFFICE OF SALi NE W TER
\
N 18,000
/0
()
A
I I~ S-0. 005/Q
/5 ll
1:38
P/L _jj__---+--
8'
10
I
11
11
H •
11.e c x 12.!
N 17,800
I-----F. !: NC I!!
~
/40~00
--------------
0 ~---------------s-----------SECTION
STA./47 f80
xl2.I x 12 I
10
/+/
.. ________ ,, ______ _
; X 12.2 ~xll9 II 9 ' (
N 17,600
; ,
-------------------
/ //
/
/
I
\
x 12.1
Nl7,400
N-25 6 El 12.ll ~x'l.9
PLAN
~~.JO" I .. D PIPE
PROrlL,E
/,f.!5+00
x 11. 9 xi I .8
N 17,200
cXIST!NtS el?OVND
J •
X 11. 9 xll.9
0
5
10
• "'10-
L
19
xll.4
Nl7 ,000
AIR ~ VACUUM ANO AIR RELEAS! VALVE
:
.: ;
!+7 /+8
\
AIR & VACUUM AND AIR RELEASE VALVE (T\ ~
I
lJ
' x_!l.7
X 1.3
SCALE:
STA. l48+fi0 \C-40)
~
x. I 1.4
I : x6.3
i n l,,-......__J
j
t l
j
l4S
HORIZ. /11 = 40'
VERT. I" = 4'
'It
·'
. I ,
x 11.6 I
X 11.8
r--__;_•_x6.3
1
N16,800
x 11.7
,
j ,
-
.,._116
,
/\ N-26 x 11. 5 EL 11.86
x 6.6
ll'j
-
0
• ; E r1
'------.
X 11.6 xii 3
0
AM
1110 _OAH "EVIIION
OF/LE PEN AS IJIHLT /JlffMJMTIDII
S7f!!.f:I. CASINO
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFf'ICE OF SALINE WATER
J W O'MEARA, ACTING DIRECTOR
-(}.JI.
OftANM COUNTY COASTAL ,t!IO.IICT .IUPt'ORT MCtl.lT'ia .
l'CMINTAIII \/Al.LIT, OIIANII COUIITY, CAL .... Nllo
0•~•1•• l't'
THI ULIII M. PAISOIIS COMPANY
-CMKftD
ORANGE COUNTY WATER DISTRICT
APPfllOVtO DA"!£
•
t
i•·.
~ t I 4 1
xi I 3 1
x 6.1
Nl6,600
,'O
0
~
' (J
llJ
llJ
V)
fl')
11)
/52
.
~
10 -I I
RECOMMENDED IOC4TION
FOR M/.!Rl(ER POST 2
0-I
I o -,
//'
' ' ' I 3' I
I
-
' '
~' ~ ::7/~
' '
)l I 1,6
Cone -, 0 GQ
Coe
X 11.4
S,OW'-OPr VA<.Ve'
ST,,/. 157r00
SEE SECTION BELOW
'l
j
0 • 0000 ,,
-----------___ --a--
.);.11.2
/\ N-27
!__:__j.EL.1170 ,1·4 j
-----------
-
-
-
-
153
~~
• '
' ' ' '
I' '
-
i l -2.07 ' I
.. r -----,
' '
Nl6,400
154
10
N16,200
155+00
6.8
• -
ISG
-------------
' ' '-,
TJ/15 SECTION IS TYPIC4L FOR ',,,
8LOW-OFF V4LV£ 41 T4L8ERT CJIANNEL ..... ,_
8E "M ..... __ ---
H • -----
5€CTION
STA. /57f00
x 11.7
157
---------~----..... __ _
' I ' ' ' ' ,=
' ,.
' I : ' /_'
P/L
158 xl0.7 xlO 2
_.--
I )l 5 9 1n
Nl6,000 PLAN
ENT SLURRY
rf)
N
d
158
PROFILE
I
Wall
, 10. 9 x 10.7 ' I
-
-
-------~-----
xll.6 x,11.6 xii 6
Wall
N 15,800
EXISTING GROUND
30" I. D. Pl PE
5 ,Q.005(,,/3 ,
II u-15" !RR.
IGO+OO !GI
~I? ~N-28
EL 11.67
IG'Z
5 0
t
,-----7
x4,4: I
'
s-0.0100 _ ...
IG3
HORIZ. /'' • 40'
SCALE' VERT. I"= 4'
ORANGE COUNTY WATER DISTRICT
APPROVED DATE ~ 'l
54
-
0
In. 3
--·~f7
1
'I '' V
IA
S• 0,00.:JSe
n
I (it.J
Alf1. .Ql:LE:A,i: VAL.Vt:
(1/LSO SEE SECT 1/TSTII tl,~00 C·?3
/NSPl!!'CTION hfAHh'O'-i!!!
<
/~---_-_·_· =
--,-------✓---
r
~ U)
' TEL. OUCT ~ANK
~'12 ss
" I I
I I
i ~,;;<.'SQ
I /
I I " I
APP@ P£/fccS YcRT. BEAIIJ-I/T ~ STATIOAI.S
v l(J7J REIi/SEO PROFILE P[I( AS BUILT !/../FORMATION DI./
, , R.EV/S/:.0 GR.40/eNTe PDOEO C,:;S//..JG
' . /.JO/..J ,C-"---f'.-"'="-'-~-----------------------+----+--~
NO DATE 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
THE RALPH M. PARSONS COMPANY
LOS ANGELES
OAT'f IMV71
DATI IO/l!l./7/
on1 ll·Z· z,1
DATE J/-,7-11
UNITED STATES
DEPARTMENT
OF THE INTERIOR
OFFICE OF SALi NE W TER
lt£YIIW[D
28
•
•
10
0
(
':._+ -
. -·1 -
/ --------
!O 9 ,
)
IO
5
10.3'
'
I
---+-._
/GB , 10, 3
-----
,59
J_
x5.4 , 5 3
-
-... ~, 0
,10.1 ,_-_---\ ~70•00'----->t ~ 11.05 I /iii -------------------
x II I T x II I
, 3 ){ 1.4
•
13LOW-Or,,. 1->4<:Vc (4\
STA, 174-,. 00 -~
(ALSO SEE SECTION AT STl/. !57f00
x4.8
x 5.1 X 5.1 -
P/L
x II. I/ / ,._") x II 2 f I 'I-xii.I xii.I I I .J x II.I I II )(II. I x I. I xii. I x I I.I
10
' xl.4 ){ I. 3 X 1.2 )( 1.3 JI. I. !5 )( 1.4 ~--\ /1. -----~-
'-~-")' -
-
-
-
-
-
-
-
----,_ -
-
-
----==c=J==~==-:::==-:-c-::!J:======::::-_:-c-.:-==p====-:::-::. ==··====-CC·======t:: .. -:--:. ===========:=-c-:-:-::======r=--:--:. --=-=-=-=-=-=--=-=-=---:-.--:-.===·· =-=-=-=-=-=-~=====i=~~
,,
_: ____ J ';__I-_ ~~ _.--______ ------,1.4 ~ ,12 ,11/ = ,1.s ,,.._ ,1.s ,1.1 _ •'-8 ,16 ,1.a ,1_a_ _ __--":8__ _ l"l''-6
5 5
cc=--' -' 7 -i
12)f,,,2 ~ , 11 9 ~-, -~ ' .; •• -
•
l
i
N 15.,200
D
'
/GG
10
0
IQ
x 11.2
/J
IG7
--1==---
.:.I ,
N15,000
)(10,8
5., 0.0010
IG ")
SECTION
STA. !68f00
/'' a 5' •
I
10.91 ' I
Nl4, BOO
I 10
f xl0.8 C__
10
I t
!
f', N-30
L EL 11.32
-
_ _;,~"'
"' -c-.;
"' ~ ~ r;,' Oil Ul-le -
• , IN:SrLP!Pe
170 +C!O 17 I
!RR.
xii.I xi 1.1 x 11.1
ME-0 '-
0
x 4.9
' □ --c r·-1
1 I
• I I
I
/ U/C r--
/ I / 1conc
Nl4,600 PLAN
EXISTING GROUND
-PROFILE
172
---~. -"-••·------
-------------------
-x 11.2 x II.I
N 14,400
173 174
x 11 I x II I
BLOW-Orr VAlVe
175+00
r
1..1( !:
N14,200
S =0.0010
SCALE·
17G
HORIZ.
VeRT.
x I I. I
I"= 40'
/'' = 4'
ORANGE COUNTY WATER DISTRICT
APPROVED DATE L I -f -'I/
/\ N-31
L:::. EL 11.20 )( 11.2
N14,000
> II
' ' ' ' ' ' ' h
/0 ,
0
17
'
' ' '
NO' 0.1.lE REVISION l,IADE ,I.PPROVED
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
DESIGNED CJ. ICHtJL s
o,,w, ~-~KUN'. (>,f-
c H EC I< E O _ _______:_______
APPROVED,,._=~===---
OAT£ /0/Jq/7/
DATE fi2/l'IJ7/
DAH 11-l-• '7 I
DATE fl~:J-71
UNITED STATES
DEPARTMENT
OF THE INTERIOR
OFFICE OF SALi NE W
ltf\11£WED
.,,11ovlC1
DRAWING TIT LE OAT E
SEA WATER TRANSMISSION LINE /0·/9-71
STATION J<P5•80 TO_ 1_7 f 29 c-21
.I
10
' (J
x4.8 ,47 ,4 6 ,4 7 , 5 2 x 5.2
0
xii.I xii.I x> ---"""-----1---+-~~-----11 \ I 7 "!J x 109 / 80.,00,,o 9 ll IQ.9 /81 xlO 9 xlC 7/82 X 10.8
10
~ ' ·--'F'\_""
====i==:;o~·f==~·===-~=====~ .. ~-=-====j====-=-~==-::::.=-=-=-=-=-=-=-~-:-:_:=_=--~t-----
c:, ~-t
x 1.5 ,14 -
XI .2 x 1.2
-30' ID PIPE
x 10 9
AIR c VACUU/v14ND 4/R RELEASE VALVE 'I\
STA. 18'::! +30 'fJ:9/
(IILSO SEE SECTION /IT ST4TION ./24100 SIIE[TC:23)
,5 6 , 5 8 ,65 ll 6. 3 P/L
I 184 ,108 ,,o,/85+00 ,108 ,109/8G C __ ··-'-"-' -187 '-"' -···-,II.I -;=y8a 10----------------------+---------~--------------~10
5 5
, I I ' II 'II
• 6.1
X IQ,9
x 10.5
XI. 2
X 10.5
:.1.2
18"!:i X IQ.9
X IQ.5
x I. 2
. -----... _____ ... ===::.:··===~---··_· ___ -_~--... ·-· --'----
X IQ.9
xl0.6
/ '30+00' 10 8
10.1
·-·-----
x 5.8
"
------\--oi~,t------------------------+--------------7ff-------+-----
-~ '-"-=======f====~~=====~~===~~i·:~===_:_:__-===i=======-.:_:========-:_:_-:========:_:_i=========-_:_:============:=:~=r==-:.==:=:========:_:_:_:__:::::============c:..::=====lc,::===:.c.:_ ====p, ==~=====ccc_··-======"" •• I ''' ------' • •• I • ' I "·-_-_-_-_--_ -
-~ ~ xl.6 xl.5 x'.6 xl.6 xl.6 \, xl.2 ! xi.I xl3 xl6 xi.I xl2 xl.2 xl.3 xl.4 xi.I :,.II xl.4 xi.I ---
' " ·' "
:i. II 2
0
x 11.1
' ' ' ' ' '
~-! C
178
.y
41
'
x 10.8 X IQ.8
341
5
10
10
5
X 3.5
N 13,800
xl0.6
"--/, ---_,
l
/80+00
SECTION
5 TA. 187 fOO
I"' 5'
ll 10.6
I
Cone:
I
' --
-
_J -0
'" x4.2
!8 I
ll 10.9 X 10.7
L
I
N13,600
• /h-12" /RR
"
l
!82
------------------------------------
X 10.5 L', N-32
EL 10.69 x 10.6
j. Vl
X 10.6
''" LJ I I LJ
I
I I
N 13,400
t ' -,..--·-'--+' -+-!--+---'--'---c-·-~---i-~--~-~--,
+ [ ' : -._:.· l 1
' I
' ,-.-. ;·
\ t f
I I
I 83 !84
-----------
xlO 8 xl0.8
"
PLAN
' '
X IQ 8
; E'lil:STING
' 1
l
!
PROFILE I
!85f00
LJI
I
' '
Nl3,200
xlO 8
GROUND.
I '
I
l8<o
x 6.2
x 10 8 X 10 7
10
Woll
x 10.4
x 10.9
x5.6
: ' ~ ) : Pool r-1 Cone ~
,6.1 ~---)------~·.--... ✓=='----II
" ' . ' .... ,, _________ , I
Nl3,000
: + :
l
'
I I j
187 /88
xl.5
x 10.4
x 10 9
~5.6
0
SCALE:
)ll.8
ID.~
X N-33
,,,.,,.., ~ ,6 EL 10.71
18'!)
1-/0RIZ. !" =40'
VERT. I" • 4'
xl.8
x10 3
xlO 7
.,/ I
.J
x10 I
xlO 4
b.' x '
l -~~7_,·'-----1 !.l :
Cone I
x 9. I
' i I 6
Nl2,BOO Nl2,600
I
I
FIJ:NCE
.
z ss-U
C}
"O
, lJ l6-7J REVISED PROFILE PEil AS BUILT //./FORMAT/OIi D. /.I.
, AOOEO .STl:E.l D:IS'/\0
,. NONS
NO D.HE REVISION 10,DE .ll"l"ltOVt:D
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J W O'MEARA, ACTING DIRECTOR
OR/INGE COUNTY COASTAL PROJECT SUPPORT FACILITIES
FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA
OIUWIN6 av
THE RALPH M. PARSONS COMPANY
LDS ANGELES
OEllliNED D. 'IC/-IOl. s
::::EOJ;~~ "" lf2/IVZI
0.lTE IQ/19/71
UNITEO STATES
DEPARTMENT
OF THE INTERIOR
OFFICE OF SALi NE W
ORANGE COUNTY WATER DISTRICT AfOJOIIIOV£0 ~n .,,
DU[ Lb~· ti
DATE ti-I-71
IIIYIIWIO
.Al"l"ltOVID
Olt.lWIN6 T 1-T LE DAT£
APPROVED
, ? I SEA WATER TRANSMISSION I.IN!!
==:.!D~ATE!!;. _itl::t;;;-;!;;;-;;;;;;;;;;:=:;.l,-.:,5,:_;T A~T~IO~N!...-"/
/O·lf•71 30
10
10 -
5
0
♦ I I
/
N/2,600
() 'I)
~ -Cl) ..._
K <r;
':I-()
ci
, 5 8
P/L 8 , r/. 1 ----j
. '
'
+-
l I
j
, 5 8
I ~-l----
,6 ,6 5
/ cJ /")3 X IQ 9 X IQ 8
X IQ 3 iO-1110 3
I
i
N12,400
. ,
• :l-I 6" S[L. Pl PE -
' I ' 1 ' I I I 1
I !
I "J 3
---------·---------
1"-5' , .
--
-6.4 x6,5
X 10.8 X 10.8
l\10.2 xlO 2
N12,200
S •0.00/0
+ .. . , ' •
" ~ '" '
' '
• I + .
I
I .. 1 1
' .
I + t ' I
154 I ':)5+00
I I
!
l
' "
.
.
'" +· .
j .
··"--+
--·-
' .
t
'
/SG
'
. .
. -
i
..
AIR & VACUUM ANO AIR RELEASE VALVE
I ;
I
ll.lJ'
~
. . . .
Nl2,000
/99 f 00
,49
PLAN
I
I I
I •
i ! I
I
PRORLE
x4.2
NI 1,800
i
GROUND,
i
I
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SCALE. HOR!Z !" = 40'
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2
NO DAH 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
DRAW!Nli IY
THE RALPH M. PARSONS COMPANY
lDS ANGEL.ES
'"' /Q/1'1/71 ,.., • /tJ/19/ 71
UNITED ST A TES
DEPARTMENT
Of THE
INTERIOR
OFFICE OF SALi NE WATER
ORANGE COUNTY WATER DISTRICT
D.l.1'f //-2-2/
DATE )/-'i-"2J
ltlYIIWUI
A l"l"IIOY 10
APPROVED DATF /1-., _ ') j
DRAWING TITLl
SEA WJ/TeR
STATION TRAIVSM/5SION LINE IO-lt-71 3/ '
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APPROVED DATE //· 1-1 1
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APPEP T/lt,U57 81.0ci!
BEV/SEP YEI/TICAl ALIONNENT
NO OAT E REVISION
UNITED
NI0,000
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STATES
!1/J t
' !
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J W O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PRO.;ECT SUPPORT FACILITJi,S
FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA
DRAWING BY
THE RALPH M. PARSON$ 'COMPANY
QIU.WING TITLE SeA W.4Tl:R 5T4TION
LOS ANGELES
q'
UNITED STATES
DEPARTMENT
OF THE INTERIOR
OFFICE OF SALi NE W TER
32
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, z 14·72 REY/SEO H08/Z. ti YEJil PIPE All6NMENT I).#.
NO' DATE REVISION MA.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
LDS ANGELES
UNITED STATES
DEPARTMENT
OF THE INTERIOR
OFFICE OF SALi NE W TER
ORANGE COUNTY WATER DISTRICT
o.-.Tf /(}([q/7/
DATE fi?/19/ 7/
DATE j)• ,2-ZI
DAU tl-9~V
ltEYfEW[O
Al"fOJtO','EO
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DRAW1NG TIT!.[ DATE OIUWING NUMBER ET NO
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NO DAT£ REVISION II.I.Of .l.l"l"ltOVID
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SAL.JNE WATER
J W O'MEARA, ACTING DIRECTOR
OF'ANGE COUNTY COASTAL PRO.iEC'!" Slli PORT f.tr:ILITIES
FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA
Cit.I.WING BY
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LDS ANGELES
UNITEO STATES
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OF THE INTERIOR
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NO DATl REVISION
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER •
J w O'MEARA, ACTING DIRECTOR
OltAN8E COUfeTY COMTM. ll'fl0"8:T UPOIJ MCLITIU
FOUNt-VALi.ET, OIIAUI COUNfY, CM.1 .... ,JL
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2,'"2-~ ---i•1; ~ 264 .. -2(5,5 +00 '° O,H REVISION UNITED STATES r
u 26J ~ DEPARTMENT OF THE INTERIQ.R
~ OFFICE OF SALINE WATER
ORANGE COUNTY WATER DISTRICT
APPROVED DAIT ll· 'i· ,._,/
J W O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES
FOUNTAIN VALLEY, ORANGE COUNTY, CALIFORNIA
OIU.WING BY
THE RALPH M. PARSONS COMPANY
LOS ANGELES
APPROVfO •
DIUWIN!i T!TLI! SEA WATER TRANSMISSION LINE STAT/QN E'57r5/.I,
UNITED STATES
DEPARTMENT
OF THE INTERIOR
OFFICE W TER
DATE 0111.1,WING NU,-9£11 ltT NO
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ORANGE COUNTY WATER DISTRICT
APPROVED DATF //-f. 'I/
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JIJOEO TEL. LINE Q./1.
NO' DATE REVISION fllADE ""'"•ovn
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
Dlt&WIN.6 IV
THE RALPH M. PARSONS COMPANY
DltAWIIH T JT I.I
SEA WATER
STATION
LOS ANGELU
... -
UNITED STATES
DEPARTMENT
OF TH[ INTERIOR
OFFICE II
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INSTALL TElEPHONE CONDUIT AT MINIMUM 21611 BELOW 0/IAO{.
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WHEN INSTALLED PARAUEL WITH POWER CONOUIT. WHEN """\[Jj)
NOT PARA:LEL, NO ENCASE/I.ENT IS REQUIRED.
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VERT. /I'~ 4'
ORANGE COUNTY WATER DISTRICT
APPROVED DATE ,, -Y-'\t
l:15· 7ZtAPPlP TE!EN,oir°E llNf{MJlF, REY!fEO IE( t·¼ IJ.
NO DATE • REVISION MAD'E '-""'lt0Vt:0
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J W O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PROJECT SUPl"ORT FACILITIES
FOUNTAIN VALLEY, ORANGE COUNTY, CAL1FORNIA
DRAWING 8Y
THE RALPH M. PARSONS COMPANY
•
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SCHEMATIC SECTIONS
IAIT SIDI
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IITIMATID LOCATION
f'•O,OSIJPI LIN(
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-
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ILLII AVI.
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TALBERT CHANNEL
NO SC.AL(
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■IND IN ALIINIIINT
IA.FIILD AV(. CM)IIINI
.. OOICMU.IT IT
CltOSSINI TAL■l•T CNANNIL
alNO IN M.1.NIIIIINT
DM-1
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(ITIIIAT(D LOGATION
P'llltOPOl(O .-tP'I LIN(
HUNTINGTON BEACH CHANNEL
NO SCALI
MAIHLTON AVI. ·•· IN AL-•l■T~
INDIANAHLIS AYE.
c•oss•••
ATLANTIC AVE.
C1101s•
TAL■ERT CHANNEL
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CONTIN(NTAL ALLUYIUII ' I _..-----.._ I --:--:f-:.r ! : tll -; 1~-'\-.I _v T ~ ...L 1 1 1 -PILL
30
NWY I
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ANO MARINI SANO. PEAT LA'f'l.•S HM:N
.,. , ... -10
" L _________________________________________________ _,-20
-20
CLASSIFICATIONS AND DESCIIIPTIONS
GEOLOGICAL ENGINEEIIIING
CONY(NTIONAL
T(ltMINOLOGY
~ UNl,i(D SOIL CLASSt,ICATION
SYST(II WtTH LITT(lt SY•■Ol
IN PUtlNTHISIS
IIQCIC CONY[NTIONAL T(lltlllNOLOCY
WITH I'll ,ott ftO(IC
SYMBOLS
WAT(" L(Y(L
WATllt Sl(PAG(
SYMBOLS FOR EARTH MATERIALS
H(AYY CAVING
LIIHT CAYINI
GEOLOGIC STIIIUCTUIIIE
I N7,W ,os {11:l[OOINGI
SAllll'L[S AND COIIIES
--• •UNDI STUR l(D
---· OISTURl(D
UNSUCCISU'UL SAMPLl"tG • ----ATT(MPT
----COltlNG lltUN
SOIL IIOC"'S
,, .
1 , SANDSTONI •• .... -:: Sil T STON(
SHAL(
CLAYS TON[
VEIIITICAL SCALE I"• 10'
HORIZONTAL SC A LE 1°•2000°
GEOTECHNICAL MAP a SECTION
Pl PE LINE ALIGNMENT
•
c N1,c 1,w
BLOW COUNT FOii 12 INCH
SAIIIPL£11 PEN£TIIATION 100 ~l.2:111c-1;l!t11d1id,••I JOB 51090 GIOTICNNICAL CONSULTANTS, INC. PL ATE I
ST"IIC[ ( C° CONTACT)
AND o,, JN4,we,c
J•JOINTI
S N30E 4,W
($•SHEAR)
7 --lf:50 LIS IDri"i"f "''"''•I
'" {•!
@
Ci)
@
TEST DATA PRESENTED ON LOGS
l
DS us
TC
CH
EX
Cl'
GS
1'111
S£
AL (4S/10l
MOISTURE CONTENT
IN 1'£11CENT OF DIIY W£1GHT
"s" BELOW FIGUR[ INDICATES COllll'LETE SATUIIATION
ORY DENSITY
IN POUNDS PER CUBIC FOOT
RELATIVE COMPACTION
IN PEIICENT 01' IIIAXIIIIUIII DIIY DENSITY 0eTAINED IY
LABOIIATOIIY COMPACTION T[ST ON llt:l'll[S[NTATIVE
SAllll'L£
OTHER TESTS PERFOIIMED
DIIIECT SHEAIII TEST
UNCONFINED COMl'll[SSION TEST
TRIAXIAL COllll'IIESSION TEST
CONSOLIDATION T£ST
EXl'ANSION TEST
COllll'ACTION TEST
GIIAIN SIZ[ D[T[RIIIINATION
1'£11MEAIILITY T[Sl
SAND [OUIVALENT DETEIIIIIINATION
ATTEIIIEIIIG LI Ill ITS
(LIOUID LIMIT/ PLASTICITY INDEX l
LEGEND TO LOGS
ORANGE COUNTY W~I ER DIS I RICI
-/l-~-'t/
•
• •
• • •
... N1'1 ............
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE Of SALINE WATEII
J.W. O'IIIIEARA, ACTING DIRE''"Cl'TTOR ..
ORANGE COUNTY COASTAL PROJECT SUPPORT :"ACILITIES
fOl•NTAIN VALLEY, ORANGE COUNTY, CALIFORNIA
.........
1111 UIIII a NISOIS 'Wm
... I I P
• ,., GT.5
-_.G...,,_T-i.s.,..,..,,..,.,..,,=...,,.--c-• /. I< (J/lA/FELIJ
........ , P0---4???; w >
---■ YIT\,I
.... .... .... ....
/1,1.l'(-1'
/,,,.,,~ 7,
I/).,/ q ... 7/
11-3-7/
S~A WATER TRAN!IMISSION l!NE
ORILI. HOL£ LOCATIONS
.
UIIITED STAT[S
D[NIIT■[NT
Of' TN€
INT[IIIOII
Ol'FIICE ·-· ·-· .. Tl: ----
/{)•/1/•1/ 3 9 C-37
' I
ORtLLED August 13, 1971 WITH Rotary Bucket
DIAMETER OF DRILL HOLE IN INCHES 18 DH 1 LOGGED BY RIM
SURFACE ELEVATION IN FEET 20 DATUM Mean Sea Level
GEOLOGIC AL ~-• " • E NGIN[ ERING TEST DATA -~ x~ 0 -CLASSIFICATION .~ -~ "'
, CLASSIFICATION AND >' ~-• • M -D -0 ~ .! ~ • DESCRIPTION O! >-• DESCRIPTION ~ ~ • (RC)
ALLWIUM -SILTY SAND (SM),brown to -(Wind Blm,,n) -gray, Camp, fine grained, .
. -p loose to medium dense,large 29· 85 _GS
-amount mica, some oq;anics. SE •
QUATERNARY 15 µ__ -SILTY SAND (SM),&ray, wet,
MARINE SANDS .. nediun to fine grained, --~P 29· 92 --loos~ to medium <l£:nse,largc -~ -, ar,1ount of nica. 82 ALLWIUM -. LAY (CI.) with small amount 36·
Caliche fra8• of silt, gray-brown and tan
ments at 9 to 10 10 to red-brown raottled,damp,
10 feet ~ -1' ·---1:um firm. 39-80 rANDY SILT (ML) ,gray mottled
tan. damn medium firm. I
Botton of ,lrill hole at II
...!2-feet. Water at 4 feet; co.v-
1ng 3 to 5 feet. Mud used
to hold hole uclo.· 5 (e:ct. Drill hole backfilled.
Water sample at 5 feet.
LI!,
Q
30
35
SHEET I OF I
LOG OF DRILL HOLE
LEGEND ON PLATE A-2
JOB S 1090 G£0TlCHNIC..A.!.. CONSULTA.NTS INC. PLATE A-I· I
DRILLED August 13, 1971 WITH Rotary Bucket
DIAMETER OF DRILL HOLE IN lNCHE S 18 DH 6 LOGGED BY RIM
SURFACE ELEVATION IN FEET 10 DATUM Mean Seil Level
GEOLOGICAL ~-~ " • ENGINEERING .w Xw 0 -TEST DATA CL.bSSIF"rCATtON j ::' •w • " CLASSIFICATION AND ·-• • 'j ~ ~. • M -0 -0 DESCRIPTION ► • DESCRIPTION w -~ • (RC)
FILL rn.SILTY CLAY (CL), brown to
red-brown, damp, medium
firm, caliche fragments. 9-104
ALLWIUM ,::: CLAYEY SILT (ML), gray-browo
5 5 "::: danp, medium firm.
:-:.~ 17-112 --. --~......:.
"".-' p SILTY SAND (SM), tan,moist, -mediUM den.se. --
-===--SILTY CLAY (CL),brown,damp, 0 10 -• 43-78
. . -soft, some organics.
QUATERNARY _J CLAY (OH),black to brown, 60-69-CN r-MARSH SEDIMEN1 , moist to wet, soft to Peat at II ft. -\ "" r-. . □c um 1rm.
-5 ,, -ILT (MLJ.'brown,ctarao,soft. -
YSILTY. SAND \>MJ, orown,aar:ip, I medium dense.
Bottom of drill hole at 15 feet. Water seepage at
12 feet.
_e.Q. Drill hole backfi lied and
tamped.
..<2-
130
~
SHEET I OF I
LOG OF DRILL HOLE
LEGEND ON PLATE A-2
JOB S 1090 GIOTECHNICAL CONSULTANTS, INC. PLATE A-1 ·6
lfN DI~ CLUIPRlffl _,.
DRILLED August 13, 1971 WITH
DIAMETER OF O~ILL HOLE IN INCHES
LOGGED BY RIM
Rotary Bucket
18 DH 2
SURFACE ELEVATION IN FEET 8 DATUM Mean Sea Level
GEOLOGIC AL
CLASSIFICATIOf..l
JESCRIPT 10N
FILL
QUATERNARY
FRESH WATER
5
MARSH DEPOSITS 0
. ---. -
.-. -l
s ·--
ENGINEERING
CLASS 1FICAT!ON ANO
DE SCR!PT!ON
SANDY SILT (ML), tan, dry
to damp, medium firm to
firm.
Dark brown at 3 feet with
clay pipe fragments.
-:~ SANDY SILT (ML),tan,damp,
::.,;._-.. soft, large amount orgnnics, -• black (oeatl at 6 feet. ~ CLAY (OH), blue-gray, w1tn
large amount of organics,
10 ---\ M,rt 1 of 1"\0at.
-11 CLAY <OH . black,moist.sott.
_5 -CLAY \~L wtth or1antcs,
t--------+---+-·+~::::::..c, I, S ~ ~ ~• ( ~n.) "wt~~': 1 a; :·blue-gr, ~, ·" E'•~hun fl m
...!2-CLAY (OH) ,dark &ray to black soft, large amount orRanics
L<.2
Bottom of drill hole at 14
feet. Water on bottom at
14 feet; no caving. Drill hole backfilled.
TEST DATA
M • D -
0
\RC\
12·101
AL(J0/3)
40-62
30-69
DS 48-73-CN
GS
,105-38
SHEET I OF I
LOG OF DRILL HOLE
LEGEND ON PLATE A-2
JOB S 1090 C.EOTf:CHNIC-~L CONSULlANTS, INC. PLATE A-I :2
DRILLED August 16, 1971 WITH
DIAMETER OF DRILL HOLE IN INCHES
LOGGE·D BY RTM
Rotary Bucket
18 DH 7
SURFACE ELEVATION IN FEET 11 DATUM Mean Sea Level
GEOLOGICAL
CLASSIFICATION
DESCRIPTION
FILL
ALLWIUM
10
5
~ -_ -1
5 -
ENGINEERING
CLASSIFICATION AND
DESCRIPTION
SANDY SILT {ML), brown,dry
to damp, medium firra.
c: 3 CLAYEY SILT (ML), gray-bro""• -~ damp, meditnn firm, with
organics.
---SILTY CLAY (CL),brown to
10 :.::: gray mottled,moist, soft
QU-ATER-N~AR~Y---+-,orlo="+-c-_~_, to medium firm.
MARINE ---SANDY SILT (ML), gray, wet,
DEPOSITS c :.c fine erained-□ediur:i dense.
.... LAY t,.CHJ,brown to gray,
.-:...1 1~· medium firm. Fossiliferous at 13 to 18 feet
~ :--' • _ SILTY SAND l .:idJ, u.1..ue-gray,
-5 -<--wet,firm, shell fragments.
Bottom of drill hole at 18 feet. Seepage at 10 feet.
No caving. Drill hole backfilled and
tamped .
TEST DATA
M -D -0 (RC)
29-90
33-86
27-90
99 CP 22 "(89JSE
SHEET I OF I
LOG OF DRILL HOLE
LEGEND ON PLATE A-2
JOB S1090 GEOTf:CHNICAL CONSULTANTS, INC. PLATE A-1 •7
DRILLED August 13, 1971 WITH Rotary Bucket
DIAMETER OF DRILL HOLE IN INCHES 18 DH 3 LOGGED BY RIM
SURFACE ELEVATION IN FEET 12 DATUM Mean Sea Level
GEOLOGIC AL ~-" i5 • ENGINEERING TEST DATA "u ·~ -CL A SSIFICA fl ON cW -~ "'
, CLASSIFICATION AND . -• >' • M -D -
0
'j ~
w • DESC RIPT!ON O! ► • 0-E SCRIPT ION ~ 0 • (RCi
FILL -_--!~SANDY SILT \Ml), tan, damp,
10 .:. : medium firm to firm.
-·a 105 CP 12"(94/GS --AL(27/4) ·-U--
. -2 14-100
5 --. -
ALLUVIUM :-:_,,SILT (ML),tan,damp,medium 26· 84
• • firm, large amount of mica
i.lQ.._ ~
flakes
LAYEY SILT (CH-OH),brown
..:......:...: mottled red•brown,darnp to 98-34-C:S
0 :-_-: moist,soft to medium finn,
QUATERNARY -.. '\ sor11e orQ'anics. --M•RSH D00 "0 IT! / ---CLAYEY SILT (OH), 01ac1<,wet, . -
QUATERNARY -::-:-:. I •nf>
~~f~~ DE·
,s ---
: : -1 SILTY SAND (SM), blue-gray, 29· Q1 wet mediu::.1 dense.
Bottom of drill hole at 16 feet. No caving; water on
bottom.
2Q Drill hole backfilled and
tamped.
.12..
2-Q_
.12.
SHEET I OF I
LOG OF DRILL HOLE
LEGEND 'ON PLATE A-2
JOB S 109 0 C.[OTfCHNICAL C.ONSUL1ANT5. INC_ PLATE A-I •3 -
DRILLED August 17, 1971 WITH Rotary Bucket
DIAMETER OF DRILL HOLE IN INCHES 18 DH 8
LOGGE-D BY RIM
SURFACE ELEVATION IN FEET 6 DATUM Mean Sea Level
GEOLOGICAL !~ • ~ • ENGINEERING TEST DATA ~w <w 0 -CLASSlFICATlON· cW •w "'
; CLASSIF1CATION ANO >' ·-• • M -0 -0 ~! • DESCRIPTION 'j ~ ► • DESCRIPTION {RCI w ~ •
5 --SILTY CLAY (CL), gray .. brown, FILL ~
Wood fragment "~ damRJl!l~dium fi1;1D ·--.
QUATERNARY -2 SILTY CLAY \CW, gray to brow, 35· 85 ---mottled,\'cat fragments,danp MARINE MARSH ---\J\ -H t, DEPOSITS 5 t---P ~SILTY CLAY (OL),black, damp, 62· 57 0 r-l.=fJ:..(. -u··-CLAY CH),gray,damp,soft. 65 Root casts t---P 54-(631 CP •-
--SANDY SILT (ML), lar~amounl _!Q_ -GS --of sand,dark gray, to -5 -24-100-co _-. moist, medium firra, shell
frarnients. I
Bottom of drill hole at. 11 feet. No water; no caving.
...!2-Drill hole backfilled.
.1.Q
~
30
~
SHEET I OF I
LOG OF DRILL HOLE
LEGEND ON PLATE A-2
JOBS\090 GIOTICHNICAL CONSULTANTS, INC. PLATE A-1 ·8
DRILLED August 13, 1971 W!TH Rotary Bucket
DIAME fER OF 0,.!LL HOLE IN INCHES 18
LOGGEO BY RTM OH 4
SURFACE ELEVATION IN FEET
GEOLOGIC AL
CLASSIFICATION
OESC RIPTION
FILL
15 DATUM Mean Sea Level
ENGINEERING
CLASSIF'IC.4.TION ANO
OE SCRIPT ION
SANDY SILT (ML) with gravel,
tan, damp, fin,1, gravel
looks like caliche fragment
TEST DATA
M -
0
-0 \RC)
>:-:'-:: CLAYt:Y SILT (ML), tan,damp,
99 CP 27 "(82JCS
•
DRILLED August 13, 1971 WITH Rotary llucket
DIAMETER OF DRILL HOLE IN IIICHES 18 OH 5 LOGGED 11Y RTM
SURFACE ELEVATION IN FEET 13 DATUM Hean Sea Level
GEOLOGICAL 6► ► 6 ENGINEERING
►"'
,_ TEST DATA
CL A SS\FICA TION
' I:'
~ .. ; ~ CLASSIFICATION AND ·~ M -0 -0 DESC AIPTION ~~ "'·~ • • DE SCRIPTlON ... . (ACJ
FILL a SILTY SAND (SM), tan, damp, -----aedium dense .
-:-:-3
10 -SILTY CU.Y (CL),brown, dai:,p, 21· 98
medba finn. 5 10 s '..:. medium finl. 1---1--"-·-t-• -~1 21-97
28-84
QUATERNARY
FRESH WATER gr. SILTY CLAY (CL), brown,with 95 23-(8c,JDS.CP or~c fragments, damp,
ALLWIUM ~CLAYEY SILT (MLJ, tan to b,uo •
:::::::ff' damp,,oft to medium firm.
QUATERNARY J--'<-t~'o"-1----_;· SILTY CLAY (CL) with organ-
MARSH DEPOSIT: :-:-~ 1cs, br0>.T1 to red-brown, ---damp,soft; black peat.
JOB S 1090
0
::-:-: 1 9 to 121' feet.
: -_: CU. Su,1 (ML), orown"'-, ---i
~~ moist,soft to mediwa firm.
Blue-gray at 16 feet.
Bottom of drill hole at 16
feet. No water; no caving. Drill hole backfilled and
tamped.
42· 62
34-86
SHEET I OF I
LOG OF DRILL HOLE
LEGEMO ON PLATE A-2
GEOTECHNICfL CONSULTANTS, INC. PLATE A-1·4
DRILLED August 16, 1971 WITH Rotary Bucket
DIAMETER OF DRILL HOLE lh INCHES 18 DH 9
LOGGE-D BY RTM
SURFACE ELEVATION IN FEET' 9 DATUM Hean Sea Level
GEOLOGIC AL ~-' i5 • ENGINEERING TEST DATA --<w
CLASSIFICATION .w -~ "' CLASSIFICAllON ANO >' ·-• • M -0 -0 'j ~ :-:. • OE SC RIPTION ;. : CESCRIPTION (RCJ -FILL --SILTY CLAY (CL), brown, --damp, medium firm. ---
----
5 :.. -?, 21· 98
5 --. SILTY CLAY {CL), brown to tat ,
--5 ,.,_ medium finn. 15-110
SAND \S\li with gravel, rea·
-. brown, damp, dcn9e.
QUATERNARY 0 --. SILT (ML), dark gray, damp, 32-82 r -
-
MARINE HARSH -. soft, r.~dium firm. IQ ---
SEDIMENT --• _p CLAY (CL), dark gray, moist, 58· 65-CN
Ci:: soft, shell fragments. ~
-5 ~--SILTY SAND {SM), dark gray;
...!2-. . . wet, medium grained,medium
-:.,:" dense. 29-93
Bottom of drill hole at 16 feet. Seepage at 13\ifeet. Static water at 12 feet
_e.Q. after 30 minutes. Drill hole backfilled.
~
2-.Q
~
SHElT I OF I
LOG OF DRILL HOLE
LEGEND ON PLATE A-Z
JOB 51090 GfOTICHNICJ.L (ONSULTANTS. INC. PLATE A-I •9
AJ.(42/24)
HARSH SEDIMENT me itG firn. 25-92
5 ~-.~ ~
Shell fragr.,ent 0 r-::-":"'-:
at 10 feet. .:..:...:., SILTY CLAY (CL) with organic 45-68 Peat at 12 ft. . --brown to rcd-brO\ffl, daap, . ----medium firm. ----0 -· --SILTY SAND (SH),lar.;e acount -. -
Open root J}_ --of silt,brown to tan,moist, ' casts . ~ , ocdi1.r.1 dense,lar&• a.,ount o 37. 85 _,,. .. fl·• , ,.
BottOGl ot drill hole at lb
feet. No cavinf; no water. Drill hole back illed and
1Q taaped.
~
,o
35
SHEET I OF I
LOG OF DRILL HOLE
LEGEND 0111 PLAT[ A-Z
JOB S 1090 GIOTICNNICAl co,nuLTANJS. INC. PLATE A-1·5
DRILLED August 16, 1971
DIAMETER Of DRILL HOLE IN
LOGGED BY RTM
WITH Rotary
INCHES 18
Bucket
OH 10
SURFACE ELEVATION IN FEET 5 0-ATUM Mean Sea Level
GEOLOGIC ~L
CLASSlflCATION
OE SC RlPTION
FILL
Peat at 6 ft.
QUATERNARY
MARINE HARSH
DEPOSITS
0 ------Iii, ;_·_:
·-1 --
E NGIN[ ERIOIG
CL.\S:JlflCATION APJO
CE SCR:PTiON
SANDY SILT (ML) with clay,
brown to tan, damp, oediur.i
firm. •
Dark gray, with cl~y, at ~ feet, shell fragments.
SILTY CU.Y \CL) ,oarl< ,:ray to black, noist, 3?diur.i firm,
soft, with organics.
TEST OATA
M -D -0
!RCJ
14-104
31· 90
41· 77-QI
t!:~1;-~:r .5 10 f::::il.SM'DY CLAY (CL), large 81110\lnt
1-.1.1,•~w'.a~---~--+-...;~L:.!II.....:. sand,dark gray,1:10lst,so£t. 31-92
JOB S1090
• •
ll
35 ---
Botto:• of drill hole at 11
fe~t. ~ watcri no cavinb. Drill hole backfilled a:id
taoped .
SHEET I OF I
LOG OF DRILL HOLE
LEGEND O" PLATE A-2
~EOTlCHNICAL CONSULTANTS. INC PLATE A-1·10
'
... ......
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATEII
J.W. O'MEARA, ACTING DIRE""ClllrORID
ORANGE COUNTY COASTAL FRCJECT SUPPORT FACILITIES
FOUNTAIN VALLEY, ORANGE COl'l'TY, CAL\FORN'A
........ ,
1'111 UIIII a NRSQIS CDMNIIY
... 7 -•t l Ill trr.s
UIIITEO ITATEI
OE-T ■ENT
Of' TIC
INTEIIIOII
-__.t;u.r,.sc... ____ _ .------------•_-----------! -• J..l'CIM,,,, D
ORANGE COUNTY WAIEROISIRIC1 ·~•,,eNd<' b -
.... .... .... .... .......
....... """' ...... :
.. ,,w ==...!-:!!:::i/l;;;:-o/:!::-::::1:!::/ ==:;;J-S'._"E_A--'WA~r,&~aR-T.'-'R ANS/11/SSION I.IN~ ltJ-lf· 7; 40
,,,.
' •
FIELD APPLIED f.
8-MIL POLYETHYLENE FfLM
RUBBER GASKET I
,,
' (=::i-----STEEL STRAP, GALVANIZED
STEEL ctrUNDER NOTE.; JUMPER ROD NOT SHOWN
FIELD LIED /
CEMENT ~RTAR__/
-INSIDE FACE /
CEMENT MORTAR LININ/J
CARNE4/E SHAPE SPIGOT RING
WITH 1ouND RU66ER GA __j
I ;_CEMENT M • AR LINING
' f!ELD APPLIED CEMENr-M,ORTAR STEEL CYLINDER PIPE BONDED JO/NT TYPICAL FIELD ATTACHED TEST LEAD
->+----4" SCHEDULE 40, GALVANIZED STEEL PIPE
PAINTED YELLOW.
ro'R,1G"¢ PIPE
\\ ·, '
II,
I
STEE PIPr---v1t/TH CARNEGIE SPIGOT 4ND fOR'n/1=
COATING & LINING
·,
8-M'N.,
,
POLYETHYLENE FiiflVI
RUB/!,ER GASKEI
FIELD APP'.IED CEMENT MORTAR7
-EXPANDED 8E.Ll END
' / I -WIRE REINFORCE.Mt.NT
01_/CTILE IR,ON PIPE , STEEL CYLINDER --CEMENT 110RTAR COATING
FIELD APPllED J
CEMENT IVIORTAR , 'CEl1ENT ORTAR LINING
roR 30" ,p//PI PE "" •
DUCT! l[ /1RON Pl PE"'\
PROTECTIVELY ,iRAPPED i LINED
STEEL CYLINDER CEME
. ' . . . . . •
.·.--·.·--•'",
.• -··:-.·,· .... '· .·., .. · -.. •'
NT i'IORTAR LINING---' INSIDE. FACE.-_J
-FIELD APPLIED CEMENT
\ __ ROUND RU58ER GASKET
ROLLED GROOVE SPIGOT END-
.· ...•.• ~-•.• . . ' • . . .
EXPANDED SPIGOT END !
.STEEL SPIGOT RING --·1
ROUND RUBBER GASl(ET
,i INSIDE FACE
L1 CEMENT MORTAR LINING
Fl[LD APPLIED CEMENT /v/ORT4R
ST[E.L PIPE WITH SPIGOT RING AND FORMED !3Ell
RTAR
CEMENT fV/ORTAR COATING i LINING
/(' FOR 30"¢ PIPE
9" FOR /G" ¢ PIPE
ASBESTOS CEMENT COUPLING
PIPE POSITIONING
8 A ND -------..
ASBESTOS CEMENT PIPE
-ROUND RU88ER
GASl<ET
INSIDE. FACE
ASBESTOS CEMENT PIPE -----"--------~·-·
/t/1/..D STEEL JUMPER ROD7 'T' 2 D r FIELD TOP
SPIGOT END 5ELL END SPRINGUNE
-PIPELINE
NOTE:
WHEN ONE JU/VIPER ROD 15 REQUIRED, IT SHALL
6E INSTALLED AT FIELD TOP OF PIPELIN{ WHEN
TWO JUMPER RODS ARE REQUl,~f.D, ONE ROD
SHALL 6E INSTALLED AT EACH SPRINGL/NE ~---~. -~ ' I ~ l~
t----3_0~ ~-4-_,,, -=
NOTE:
JUl'IPER ROD 51-IALL BE DESIGNf.D TO HAVE A RESISTANCE
NOT GREATER THAN 10 % OF THE RESISTANCE OF THE LENGTH
OF PIPE TO W/.IICH TI-IEY ARE CONNECTED
MILD STEE.l JUMPER ROD
JU/v/PE.R ROD DE.TAILS
NOT TO SCALE
NOTE.5:
I. SPAN LENGTH BETWEEN TEST POINTS MUST f.,E EXACTLY
RECORDED AND FURNISHED TO THE DISTRICT.
--RED
'
\_PIPE
.~ED--
'10 AW6 STYLE RR WIRE
TYPE USE TEST LEA OS TO
THREE-Wl,?E Tl5~ STATION -
,,,---PIPE. JOINTS --r--m"/ ,-~:,--cl,.. -f-lf---l P!P£U_N_f. ___ ,..
FLOW
GREEN
-BLACK
C'(L/NDER,
PIPELINE
•
/" CONDUIT
-EXISTING GROUND
·,-.1.1--CONCRETE FOOTING
' 1.9 IN SULA i/NG 13USHING _,
(\J
,.../ __ z_o_o_'±_;'_sE_E._N_O_TE_"1~) __ ~~~I
,-----1,~-'_5_0_0_±_T,_O_N_E_X_T___ ~ C
TEST STATION
~INSULATED FLANGE
CONNECTION
TEST LEA OS FRO/r'I Pl Pe,
3 LEADS /.1AX,
l.12"DIA. .I
THREE-POINT CATHODIC TEST STATION TYPICAL CATHODIC TEST 5TATION
•10 AWG STYLE RR WIRE
TYPE USE TEST LEADS TO
:'WO-WIRE TEST STATION
--BLACK
PIP[ JOINT---.__
-_____\ __ ·-{· PJP ELIN_!:_ ____ . ··-" ---------···------
FULL LENGTH i:Jz" WALL PLASTIC
SLEEVE TO FIT EACH BOLT-~
½J" THICK INSULATION WASHER,
ONE REQUIRED ON EACH END -\
STEEL WASHER ONE \
REQUIRED ON EACH ENO------
/VIACHINE BOLT i. NUT--
FOR SURFACE INSULATED FLANGE
CONNeCTIONS, PROVfOE, ON EACH
FLANGE, ONE ¼{'~x3"LONG /Y/ILD STEEL
TEST LEAD CONNECTION WELDED TO
FLANGE IN FIELD ~ LOCATED AS
DIRECTED BY THE ENGINEER.
-· --Pl P[ FLANGE.
FLOW MA TI NG FL ANGE ------------~".'I "~ CEMENT MORTAR JOINT
200':!: (SEE NOTE •I) • --FULL FACED, !t/Tfl!CK,
Pf/ENOLIC CORE, FACED BOTH j
_ __,j_l_5_0_0_'t_7_0_N_E_XT_T_E_S_T_S_TA_T_IO_. N_~--,1~1500'± TONEtT1 __ SIDES WITH NEOPRENE G.ASKET
TEST STATION •
INSIDE FACE
NOTE; INSULATING FLANGE MATERIALS TO
BE TYPE E AS "1AN(fFACTURED l!;Y PIPELINE
SEAL i IN'3UlATOR CO. OR APPROVED EQUAL. 2. EXACT ·lo CATION OF TEST STATIONS TO P.,E fSTABU5HEO BY
THE ENGINEER IN THE FIELD
3. BONDED JOINTS /IND CATHODIC TEST STATIONS ARE REQUIRED FOR TWO-POINT CATHODIC TEST STATION INSULATED FLANGE CONNEC"'fION
ROUND RU8BER GASKET
ALL TYPES OF STEEL, DUCTILE IRON i PRETENSIONED STEEL cYUNDfR PIPE
4. TEST LEADS SHALL HAVE NO SPLICES.
5. ALL TEST LEADS SHALL BE SUITABLE FOR DIR,ECT /3URIAL-lo00 V
lo LEAVE SLACK IN TEST LEADS NEAR PIPE TO AVOID DAMAGE TO
CONNECTION WHEN BACKFILLED.
CA T!-10D!C
NOTE. S: • \
I. PIPE MANUFACTURERS MAY FURNISfii. Al'7:ERNATE PIPE JOINT DETAILS TO THE DISTRICT ENGINEER FOR APPROVAL
?. FOR Pl PE DIAMETERS SEE f' L A;N e, PROFILE. ORA WINGS,
J
EXISTING GROUNDZ
!,\'~'"' ,'/
,,_,....
TY Pl CA PIPE. AND JOINT OETA !LS I
' I
' • '
NOT TO SCALE
1 MobNo I SPREAD, A/\/D RESURFACE
I AS S/::>t:CI Fie£).
-COMPACTED BACKFILL
CONC. COLLAR--
VALVE 60X COVER,
CLOW F-24'JO 01<
APPROVED EQUAL-~
FINIS/I Gl<4D£ LEVEL //REA
1 '11o" CLOTH-INSERTED RU8!3tR GASKET
\(FED.SPECS. HH-P-15/)
\ 1 8" STEEL BLIND
I FLANGE, 150 PSi
Cl. VALVE 80X
SLIDE TYPE, 3,1,;;"
MIN THICKNESS
FLARED BASE ----
· FINIS/./ GR//DE Tt/Ll3[f.i.T (Nt/NN[L
SE[ STI/TION !57f00 SHEET C·2(,
(' --
... -. -" JI, \
----~--~ --i '_j W, G" MIN., 10" /V/AX. . 1.w.1. o.o. ,i,W i
/4v;REXCAVATE AND REPLACE WITH 8EOOING MATERIAL If PEAT e, HIGHLY ORGANIC MATERIAL rs ENCOUNTERED
TYPICAL TREN(;H. BE.DD/NG
NOT TO SCA\L E
1/70 DllTiERICH..f'OST CLIA,1tl"tt1NT lGI04
--~--
30" PIPELINE -12" 3'·0"/YIIN, f--c--H--~-----------
G"5CH. 40 STEEL l. , ' '
--8" SCH. 40
STEEL PIPE
---4"5U'EVE !'(pr CJUPUNG S/vJITH-!3lAIR
4 I I· C ': 5~01 OP, APPROVED EQUAL,
EPOXY COATED AS PER SPECS. IN VALVE PIPE, CEMENT-MOR.TAR ,
LINED i COATED ---...'---._ 1
--
(:;
----
G FLANGED GATE 7 ~
~=1~~tl:=~~~ :-:: ·--. ~rECTION, STAINLEJS STEEL 80175 ~ NUTS.
l
VALVE, ZOO PSI __J
• ·.·,, _____ -.._,
\
'
' -i
"
I'-'--'-'-'--\'-' ASPHALT DIPPED, IN~ OUT, ,
AFTER FA8RICATION
' I ( ,,
-ENCASE WITH 4"
CONC ALL AROUND
~-STD. 8" BUMPED HEAD
' \ ... • -l 1. I. '1 -•• -CT",...., '
-PROTECTION OE.TAILS / 2 '
NOT TO 3CALE.
ORANGE COUNTY WATER OISTRICl
• APPROVED
. ' . i
:;j
,
• r .... 1-l--l----------------t---+---1 1-l--l----------------t---+---,' 1---1----1------. ·-----·· -···-+--1----1
1110. out: REVISION 1-'-'--~.:=""'--------------.._ _ _.__-t ..
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J.W. O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PR°'"5CT SUPPORT FACILITIES
FOUNTAIN VALLEY, OIi ANGE COUNTY, CALIFORNIA t-----,...,,,,.-------------....... ---------1 011:AWING BY
THE ULPH M. PAISONS COMPANY
UNITED STATES
DEPARTMENT
OF THE
INTERIOR
~' -\ • -' I ~ ..
fJ:_ ~; ,, ~-~~_M,. .... ,,1,,,,,,:.·111£...ara
I ~
,\,._ " ·,
' -
l
\
:--:-----:-------------------------------------+---\.--·-----'
. r1i-t WITH CEMENT MORTAR 1 24''CAST IRON MANHOLE COVER e. FRAME 60LT HOLES TO STRADDLE PIPE AXIS.
FURNISH ?q.-lif.;x 3¾" HEX HEAD BOLTS
i NUTS. COAT ALL EXPOSED BOLT IN T4Ll';[RT (ll4NN[L a/W P/JVE ,-30"CAST ti<ON MANHOLE COVER
fl/Tl-I 2"//5P!-14LTI( CONCRETE I i FRAME, TRAFFIC TYP(ALHAl18RA
• Er, 4" TA"IL ED //{,(,"£GATE 7' FOUNDRYNOA-1?52, OPEN GRATING OV« 5 ° ll ,.,, ","-(5ETTOPFL/J.SHWITH£Xl5TGR//D£)
B//5Eco111sE (10'~16' ' I"-•
5111/LIIR TO {_1 \ ffi /j RETURN BEN.Ii YVITH SCREEN
\(-8 • I '~ ,---FINISH GRADE
I ;lll;JDqpl~f'ITTC!JJ S_; 3.0°1
C 205
TALBERT CHANNEL
8'
8
q
0
f TAL6f.P,T CHANNEL
-EXISTING GROUND
4/R Ii VACUUM 1ND AIR RlLEASE V4L VtS
!
X
I t
--
COLOR COOED STRIPES
MANHOLE GREEN
AIR VALVE BLUE
8LOW-0Ff YELLOW
4"SCH. 40 STEEL PIPE, TO
8E PAINTED DISTRICT COLOR
rr!NISH GRADE
48\?4" ECCENTRIC
PRECAST CONC FLAT
TOP MANHOLE RING ---
48" PRECAST CONC
MANHOLE PIPE WITH
GALV. STEPS. REFER
TO PLAN~ PROFILE
0/VGS. FOR DEPTH
\ FOR TRAFFIC, ALI-IAM6RA FOUNDRY NO. A-1254
\ IV/TH DIA/r/OND TREAD COVER, OR APPROVEO EQUAL --\ ··-·-------~---IN UNPAVED /JRE/JS (!NCL/IDING (ll4NNEL P/W)
' ' . -----
•
PIIV[ WITJ-1 ?"IJSPl/liLTI( (ON( ovr • 4"STl!/3IIIZ[D
liGCREG4TE 845[ COUPS[~)\ 5111. TO 8
· ?4' PRECA5T CONC ~ \[_!)
RING AS REQUIRED
... '' ' ' ' ' ,4 ' '
-' _' --~ •. ~--·', -:1,
-20'' ACCE 55 M~~ ····-\@
OF MANHOLE: ------i .. ·. ,_ •· SLOPE FLOOR TO DRAIN
2. SCH. 40 PVC DRAIN PIPE
CONC. BLOCK
NOTE -SUPPORT-----+~
LOCATION OF MARKER P05T5 TO 8£ A5 OIRECTED} RECOMMENDED ?' FR0/1
6Y THE ENGINEER IN THE FIELD, PROVIDE ONE P/L IN T4l8[RT (fl41'1NEL fl/W
MARl<ER POST 4T EACH BURIED APPURTENANCE .
TYPICAL /11ARKE.R POST
NOT TQ 5CALl
'2
C-40
-'~ ' ' <I '.o' '
-_'e-·,·: l.L ,: --''?.
TYPICAL INSPECTION MANHOLE. INSTALLATION
NOT TO SCALE:
NOTE• TOP!b OF AIANt!Olf TO BE LOCATEO AT ElJfT/1/6 6RAOE. E06ES Of BITIJMINOLIS
MATERIAL TO BE JLOPEO TO MEET ADJACENT PEf/lMETfR GRADES,
-~
J .
,9
:a' "-
~ ~
< "l
PIPE i
7
<i)
'ZO"
PIPE AX15~_,
i !30LT THREADS WITH GREASE •
-CIRCLE
HALF PLAN 20"
BLIND FLANGE
CEMENT 11/0RTAR LINING
J
20" M4NµOL ES TO BE FABRICATED 1/J
STEEL CYLINDER PIPE ONLY. IF PIPE UN€
15 NON-CYLINDER CONCRETE PIPE, A SECTION
OF PIPE /VITI/ A STEEL CYLINDER SHALL BE
U5ED FOR 11/ANHOLE OIJTlETS. STtEL fl
COLLAR OR WRAPPER REINl'ORCE/r1eNT MINIMUM
A~EA 0 / T1!1ES T!IE4REA Of STEEL le. REMOVED
ACCE.SS !v/ANHOlE.
NOT TO SCALE
-1 . ",'\'' ,_, ~-.·.-_·_: :"' •.
. ' ' . • . ' "' ' --" rJj;: • ..
•.• . ' *4---t--1. 01/,U "
• 4 -
•4@/Z"MAX.
8' _I-IJ,._/ r--~~>i'(',
•
15'.
I
\
"4@ /c"MAX.-· ,,
'< .' ,; .-_
•
-4
TAL8E.QT
(TH,Q.UST BLOCK NOT SHOWN)
8
4
0
-4
TJNGTON
1/70 DIETPtCH-P'OIT C~RNINT lCIIII-I
CHANNEL CI< 0 5 s I N_,G=-+-'/_8--+--R_;_EF'-
HORII. I" , 20' C-40 C-31
VERT !";:. 41
$ HUNTINGTON
, BEACH CHANNEL
UNDISTUR8ED
EARTH------
BE.ND
'---UNOISTUR8ED
EARTH
PIPE
SECTION A
BEACH CHANNEL CRO
{.!?3~" FU[( UNE
[1 11 o-3 GA5
I 11}
\/-----20" OIL UNE
r.,,-2r' 5S
I I
!_1
1/[F
HOR,?. I"= '20' (THRUST 6LOCKS NOT SHOWN) C-40 (34
VERT, !". 4'
\
C-40
512 E.
30• 6END5 45' 13 ENDS 22/z.8ENDS TEES
A 6 4 8 A 6 A 6
I G" 40" 38" 3<," 38" 28" 3'2" 40'' 3G" -rz4" 59" 40" ,_,, 40" 30" 34" 45" 4:J" • ---30" '.:;)8" 45" 70" 45" 38" 40" 72" 4!:,'
Tf-lRUST BLOCl<S 5
I.JOT ro .SCALE C-40
(FOR TRAN51t!ISS!ON UNE, 8(-PASS, ~ PRODUCT
WATER LINE)
BOTTO/vi OF CHANNEL
'4@ 12 "oc.
LAP !'-3"
CONCRETE ENCASE./V!ENT
NOT TO SCALE .,_C-40
I \
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3"CL.
TYP 1------1---~A_.___
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IG" 14" 12" 24' 30" 28" 24" ?O"
30" 24" 24" 45' 4"J" 51" 45" -SO"
NOTE: s, CONTRACTOR NtAY FURNISH_ ALTERNATE PIPE'
'-<,_NCASEMENT DESIGN FOR APPROVAL
' '"
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CONCRETE ENCASEMENT FOR REINFORCE.D PlASTIC /V!ORTAR PRESSURE PIPE 7
NOT TO SCALE (THRUST !3lOCK NOT 51-!0WN} C-40
ORANGE COUNTY WATER DISTRIC1
APPIIOVEO
' • •
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OFlETEO OETA/l 1/0"9 --_ · JJJL_
BEtlfED OflAILJ N/JT f 3 8 """' DELETED DET4/L ND. o.N.
NO. DATE REVISION 1111.\H AP,-flOYIO
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J.W. O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES
-fOUt,ITAIN VALLEY, ORANGE COUNTY, CALIFORNIA 1-----------------------------1 DflA'lflNG av
THi IIALPH M. PWONS COMPANY
CMltllD
All'll'flloYI D
............
DATE /y /.·
DATI / /
DATI ll>j l'I 171 un u:-,1-7;
UNITED STATES
DEPARTMENT
OF THE
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LETTERS /SPACES P£.e l,NC/1=8 ,
LETTER l-iEIG/-IT(¢ O~CUT)::O,IZ5
NOTE s: STROKE' w1or11 = 0,020"
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SCHEMATIC WIRING' DIAGRAM.
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LTEM ENGRAV/Nffr L4GENO
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' • •
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NO. OATE REVISION MADI -APMOWD
UNITED STATES
DEPARTMENT OF THE INTERIOR
OFFICE OF SALINE WATER
J.W. O'MEARA, ACTING DIRECTOR
ORANGE COUNTY COASTAL PROJECT SUPPORT FACILITIES
FOl/NTAll\i VALLEY, ORANGE-e0.l™TY, CALIFORNIA
OfUWING IH
THE RALPH M. PARSONS COMPANY
LOI ANelUI
UNITED STATES
DEPARTMENT
OF THE
INTERIOR
ORANGE COUNTY WATER DISTRICl
• APPROVED DATE ll-i-'l I
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7·7•1L 'LYl6rD 16 Jl~•~o-,,,,-INTI ,
UNITED STATES
DEPARTMENT OF THE INTERIOR
• , .;,;:. :->01',~f'-$At.It'( *TER.,;c • • J.w. owm .. AttMeDIM . ·_··
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OftolWIHG BY
GRAPHIC JCALE
THI WIii M. PAISONS COMPANY
LOI 1Hf11a
J EC TION
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ORANGE COUNTY WATER DISTRICT
APPAOYIO /J...
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