Alamo_PWS_attachments_2.pdf

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FILE NO.

210/333 210/334 210/335 210/336 210/337 210/338" 210/33'1 210/340 210/341 210/342 210/343 210/344 210/345 210/346 210/347 210/348 210/34'1 210/350 210/361 210/362 210/363 210/354 210/356 210/366 210/367 210/368 210/35'1" 210/360

VALUE ENGINEERING PAYS

COLORADO RIVER BASIN

BILL WILLIAMS RIVER, ARIZONA

ALAMO DAM

OUTLET GATES REHABILITATION

GENERAL

GENERAL

GENERAL

TYPE OF DRAWING

GENERAL,AS-BUILT REFERENCE DRAWING

STRUCTURAL

STRUCTURAL

STRUCTURAL,AS-BUILT REFERENCE DRAWING

STRUCTURAL.MANUFACTURE DRAWING

STRUCTURAL,MANUFACTURE DRAWING

STRUCTURAL,REPAIR DRAWING

STRUCTURAL,AS-BUILT REFERENCE DRAWING

STRUCTURAL,AS-BUILT REFERENCE DRAWING

STRUCTURAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,REPAIR DRAWING

MECHANICAL,REPAIR DRAWING

MECHANICAL,REPAIR DRAWING

MECHANICAL,REPAIR DRAWING

MEC~ANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

MECHANICAL,AS-BUILT REFERENCE DRAWING

INDEX TO CONTRACT DRAWINGS

.TI.TIJ; SHEET NO.

TITLE AND INDEX TO DRAWINGS ____ --~ _ 1.

PROJECT LOCATION _ ____ ~~ 2.

ACCESS ROAOS AND STAGING AREAS GENERAL PLAN .... _____ __ _ _ _ 3.

GENERAL PLAN OF EMBANKMENT. OUTLET WORKS AND SPILLWAY__ _ __ ~-~ 4.

OUTLET WORKS TUNNEL. PLAN AND PROFILE__ ____ _ _ . --5.

OUTLET WORKS INTAKE STRUCTURE PLAN ELEVATIONS SECTIONS AND SILT LEVEL PROFILE~ . 6.

OUTLET WORKS INTAKE STRUCTURE, HOISTING FRAME, PLAN AND SECTIONS-~-__ -~---~-_ --~ ~-~--~-~ 7.

OUTLET WORKS, NEW BULKHEAD GATE STRUCTURAL DETAILS~~~-- -~-~---~ ~--~ ____ ~-~- 8.

OUTLET WORKS, NEW BULKHEAD GATE MISCELLANEOUS DETAILS~-~-- _ ~-~-- __ _____ _ ~~~-- ~.

REPAIRS TO OUTLET WORKS TUNNEL, DIMENSIONAL PLAN AND PROFILE STA. 8+66 TO STA.11+26 __ .. ___ f0.

OUTLET WORKS TUNNEL. STRUCTURAL PLAN AND ELEVATION STA. ~+0'1 TO STA.10+56 _ ___ _______ __ _ ___________ .- .. U.

OUTLET WORKS GATE HOIST CHAMBER, FLOOR LAYOUT PLAN AND LOW FLOW PIPE DETAILS~ ~---~12.

OUTLET WORKS CONTROL TOWER. SECTIONS AND GENERAL ARRANGEMENT-~- --_ ---~-= -~~ ~-13.

OUTLET WORKS, GATE GENERAL ARRANGEMENT_ ~~~-~-- ~~ ~--~- 14.

OUTLET WORKS, 5'-6"X8'-S• SLIDE GATE ASSEMBLY~--~ ----~ ~---- --~---~ ----~-----~ -~--~15.

REPAIRS TO OUTLET WORKS 5'-S"X 8'-6" SLIDE GATE GROUP ____ ~~ ______________ -~-~-- ~~~,16.

REPAIRS TO OUTLET WORKS 5'~6"X 8'-S" SLIDE GATE GATE LEAF 17 •

REPAIRS TO OUTLET WORKS 5'-s•x 8'~6" SLIOE GATE FRAME AND LEAF SEALS_____ _ _ _ --~ ~-~-----~ 18.

REPAIRS TO OUTLET WORKS 5'-G'X a•-s• SUDE GATE INDICATOR ROO ASSEMBI.. Y~ _______ !C).

OUTLET WORKS, 5'-S•xa•-s• SLIDE GATE UPSTREAM FRAME _ _ _ = _ . _ 20.

OUTLET WORKS, 5'-S"XS'-S" SLIDE GATE DOWNSTREAM FRAME-GATES 1E AND 2E -~ __ ~ ~-·---______ 21.

OUTLET WORKS, 5'·6•X8'-S" SUOE GATE OOWNSTREN>t FRAME-GATES 3E, lS, 2S AND 3S_~--~-~---~ __ ... 22.

OUTLET WORKS, 5'-S•XS'-6" SLIDE GATE DOWNSTREAM FRAME EXTENSION~- ---~ ··- __ 23., OUTLET WORKS. !5'-6"X8'-S" SUOE GATE UPSTREAM AND DOWNSTREAM BONNET_ ~-~ =~-----~-. 24 ..

OUTLET WORKS. 5'-S'XS'-6' SLIDE GATE BONNET COVER~-~--~--~- -~ ____ ~--- -·----~ ~-~~--~·· _ 25.

OUTLET WORKS, 5'-s•xs•-s• SLIDE G.ATE SERVICE GATE HOIST GROUP~_ _ ___ -~ 26.

OUTLET WORKS, 18• LOW FLOW PIPELINE GROuP ASSEMBLY AND DETAILS~~~~~- ·- ___ ~--~-~- .27.

OUTLET WORKS, OIL PRESSURE SYSTEM GATE HOlST CHAMBER ___ --~ -~~-~~ ~~~---_ 28.

DrawintJmW..Foi.O ruwo .,_.., r~d to 1/2Nale.

~-Mfl'\!,t?"~~

T..ct~EM§ cilll..,.l»'•

L~

M\11\W .er, li.tllt/AI!I fflW~~~

ALAMO DAM

OUTlET GATES REHA81LfT AT ION

TITLE AND INDEX TO DRAWINGS

A~i$~§~.~ 4 ., b· o .. _.,.,.,,..., J :S:UBWntGar_.~~/o __ --·- ~o·j!\! : ? ~ill;·.·~ !lOA~ ~ _

' ""'''"r" cwN''"'·"'h•0 •·+• ~""'"'" IAPP,Jl;~VA£ ;f>~~~tf,(IJE.O~ ·J: ~tf>A.J!W ~ff JH.E' ~CTI(ll!l Of1 IWc,l!l(),!iA.CW;~W·B·~G~n <CMt£r. ',;Jj'£~~ r'©/l "rliiR.4NC .' •• - •• .f_l'i~~~"~·.:U:;t!'~~~C- '-"-· . ~lSJ:f>I.C1 I'.U l(l), Zll)/J'~

-¥/;_l

5 AFE TV PA ---=-----------·,-- .... ·-----~-- ----- --..,..~------··------~-~'--- ·······~----

C"'

('I vf t

C1~tua

P11ln

Hackberry ..

('I

0\1 i~.J.eacock Pk 1Hfi

00'

... _j _,... ... /'

Y.; .. /

C'ot rpt-f!?

r---£~

"' SA

14°30'

N

NIYADA U T AN

M I w

MIX'ICO

YJC!NITY MAP

SCALI ' 1 ' ' ' I r ••LII () Boundtfl. .or drainaae basin

LEGEND

--... ............. BOUNDARY OF DRAINAGE ARE~ •

EXISTING WATER-SUPPLY Rt:SERVOIR •

FLOOD -CONTROL AND WATER-

CONSERVATION RESERVOIR,

II EXISTING DIVERSION DAM.

® FEDERAL HIGHWAY

~ INTERSTATE HIGHWAY

@ STATE HIGHWAY

NOTE:

BASE MAP TRACEO FROM AN ENLARGEMF.'<T OF lo PORTION OF. U. $. G. S, MAP

( SCALE I : $00,000) OF STATE OF ARIZONA,

SCALE \e M J 11 10 MILES

COLORADO

BILL WILLIAMS

ALAMO DAM

OUTLET GATES REHABILITATION

I

I

CORPS OF ENGINEERS

X v

IOr5

X ~""

- .... r· - . ----

~~ ~-~ ~ #; ·• ~/Jx 60....,__./ ( '!> / ~ t ----

/ ---- ~;.----.. n \l<.h •<.h ~~ .· -lttl.,.-;. -.:-. ·, '!> ~ ..... s x- •... "" < t"'"'~~ ~·- ',,._ ~~~-;;·'' ~- :7'

~ ~~ ;;:7.

"" --0-- ' ----' ~ I -- ,, ... ""''

- -:,:)1 .. ~, y\j;( 'J

I I II # II ~ ........ J!

II

t. II II

• v - ,.. J.lA

II \l \\ \J u

--T-

'~"'-· ------~-~--............L- ·=.-~=,.·~·

... :·· -------------------------,---------- ------- ---~--- ------- .. --~I

U.S. ARMY

~~ADMINISrRAriON AREA

NOTES:

1. I.At<E IJ.IVATION IS APPROXIMATELY fl., 1100 .t

2. EKACT lULl< HEAD OA1I. ITORAGII.OCATION· IHALL II

IDENTIFIED IN THI Fl£1.0 IUIJECT TO APPROVAL OF THI

CONTRACTING OFFICER;

LEGEND

_A BOAT LAUNCH SITE

~ WATER SURFACE

/X

1- x _-A CCIIII lfDod fplnfoklflffYCiiiFI .- llutly rtld /1} lum1rg1d

~~ flftlffll tlf ffffll/11 lffiiGfllfl, CW.oflllll

·I

I

.J

·I I i i

L

U.S. ARMY ENGINEER DISTRICT

J"~ .. ~ j l

~ PLA~

SCALI! I IN • 100 FT

'~:asa:s? ~~ = .2f0 3f0 8 l

"~----··-----r "

+U' i w.

"I

CORPS OF ENGINEERS

DOWNSTREAM

r::: ..... -~ I

AS-BUILT REFERENCE DRAWING

DATUM IS MEAN SEA LEVEL

fNGIHUI: J,R.N.

*"'" 8'1': s.w.w.

CHIC:IIIIIt'l': J.A. N.&:.M.

SlltMITI'III tv:

\fQP_~

~AI.

lfii:OMMINDIO:

U. S. ARMY ENOINUR 018TRICT

LO$ANQILU

CORPS OF ENOINURS

COLOR,IIDO RIVER BASIN, BILL wtl.i.:iAMSAIVER, ARIZONA

ALAMO OAM

OUTLET GATES REHABILITATION

GENERAL PLAN OF EMBANKMENT

OUTL.ET WORKS ANO SPILLWAY

* SEE SHEET OF ORIGINAL AS-BUILT ORAWINGS,FII.E NO. 210/159) S!iPf •. 19.64

'10 ~AHY SPECIFICATIONS rtU NO. II. 0. SDIDI $PEC.NO. OACWO~HIO• e• 0007 210/ 3~ r:vt.l'.tltl

II ' ' ;,: . '' ~

U.S. ARMY ENGINEER DISTRICT

.. 4po.{l5<1'sf • . pill l!>rO<<.I<ef Symm. Abt.

'2~ r----r-J"-1 fT. t ---t -Y"'-- - - --1 I I D ....lJi€, ..::-- A . . I

; I I Hm7e prn ¥ I . pede:sfq/

~ 'f. I c.l D--.J c. :

I I

I 4" x 'Ys"~ \ I ---- -Slot for qcde

I ~ 511ppod pin rin9

I £~_,-Exrslin<J 1"/s"dn/( I I for gqfe s11ppor t p/n

I - I

I f I I I _-::;-;c;-:~:;;;:-:::;-iiiiz-'2-='::- -- l

I ff .. '~.~. .--:- Slo! for pod loci<

B : - ~}~1 :"'P ~ 4 \ - Lock cover :5ide5 j I ~~ r/! 2Yi'd!;:d'19- --- i

. ~A ----

Hasp Yz "<?

ELEVATiON

--- iock/ng bar b<Eni It 4'x%" tk 11 r!:_~

WL I

J.!'!-1'..1 c,f' ®--...L:>.._ rf~j . .,...L --------4 "x '314 "¢

I "'1 f' r·---~~ I ~)\"

------ -- ----r -p;n cover benf " 1

R. r x .:w~ x 1 .9.f'11. ~~

________________________ i I ~1 \" I~"~\;

" ' 1

7 14s" -0,\\ <!)I ,;'1 . "\ , '\" ;;;::I I/ Ewf \\ \' r- ji8enf H. 1 \ ~

· ( I 4'' S! '' ~\\\1 I 1/ X74-"\l I. ~;~ 1\~f1 _ £3(4 "<P

" ·l !'V~"'~=-~~~tk"-~~~-~~. . . { I 314 Pm- __ 1 '-····-y·-.-.·-. ·····-----~r~·- "!\! "\k., · , 6-af. Su ad 0 f' _l_-' ),'_"b·:~·~== -·~,·-··---:'!\ 1"f ~ ". ~ '\:;.- <e . 'PP r m

, 'k.Tx~····· ··=")·· ··h ~ 1'1~ 1''\J ([x1sf.)

1·-·--t· >-···-=·· --·=·-"'-~-~i'"' \.. 1. ""· ~ '\::±'• b::···::.::-_="-r- -:c·~ ~ ""~···'"'\.)!

~ ~\\j, 1"'-~SY lfj ~~

Exrstln9 guide ~~~ ~ '\ ~ ;E. 0"x Yf,:,'~--1-------_Jj-\~Y\\.' \ ~ l\ l v),~' -"-~ j, _\_ '\v

6>1 ~~'\J/7~ I V:~'

I ~~~- 1 r··· -······~~,~-~'l"' ~ ~fl'\ $), C/1'\~·. ·_rn·-, . ""! rfi\. . ' --~ j ____ ~~~"' -- I ~

:"--, !'3-4" i I \ '\J'< ---71 I

:, '\j'"'---Ex rsf. hin:1e

'~ !? 3/f." ~ ~~--~~"~'~--~

··!fo:sp W'.P

-----Cover It: 4"x 3/8"

SECTfOM A-A

Benl ;e m 16 !!ole

4"x %"-----~ .. -f< '%" k '"'- ,,, ')_,"\. \ 'it!··· ..

~)')z-;_7 'ld~.A ~ (;qfe g11'de l11nge t xid. !P. '2>''x '00"/ · !1:. 314" ( Exisf)

StC\ION B-B SECT\OW D-D

---t w•~ ;E o/-;t"--

SECIIOt-J c-c SECT\OW E·E loweR 6ATE SupPoRI P11-.1 (ovi:R

SCALf; ; l/2 IN.~- 11"\..

11/11 DiETERICH·POST CLEARPRINT 1020-10

CORPS OF ENGINEERS

rl> .£." I •' /' .. I -rr:. g X 2;;r •"' !J•

H~ r~~·-j·z ~ : G ~~) JF F G. ! I. Lock cover !€ 318"------;- _(_:... . r:;, j "~ z~;;"' 'f"« , /L_ _j __ t __ - ' ·' ' : j %"lD.Ppe !dig I I " I I I : 3'H, )

II

II

Gofe guide stJpporf pin cover. See ?Jelalis hereon.

n !l c E x;:jf 8 IN 3/ IL- _j 1.--' r·- -l r I ul

I~

-= :t:'-~1{c::1-- £x1~f ladder rung ! oi l I ---------:--- _____ ..

- .- ··~ ! --=------- -_- --- _j_ / ~· . . H ( r- · ~. " ~ . . , " 5~.,, \_Exi5t. 7 [ _9.8_ - li.''L. tz:;:.:---Cuf &of .. EI.g,/:,Z.?< ·::..

. r-- ELEVATIOW

7\

SECTIOI\l F-F

\ II \ '--/ /

( I \ / / . c.---. Jr-I .. · ::. ·.={~ .. --f= =1-'r4~~~+--

I ::........_ " ---- ·. / I ~ ~- ./ -J..'' . X'xr::'/q · I. · "'. .// r£ 8 xe4f- _ 4 _ ----~

L~~-_:3-~" ~ .... · I L______ 6" ----~

Q._' ol r-!

3/4"ID.x!" i

.SECTIOIJ 6.- G.

f.ocklnq bar

• . I

Ptpe spacer i

eo. end----~~

!? 4"x '18" 1: P1n- :o/4''1> x l"'c;.

~Ull7'I..ll'i2Jt'§3CS! ~ ~CtJf 3/t''!w/e fOr each

I I' [ " 'I ~ cl f ':;/ "A-. • ~-~---rt-··· --· -·· ---- .. -----+l------------··h _- ·- -- en o r4 ,.,.... P;n

~'ltzi!2:LZ.2'2':Zll~l,)

Gut.

: l: £_ - ' ' •

~ "'~~~§2-.~s:s.:0J I '""--, ..

--Ex/sf. 7 [ ~,.8 ° 'k6V -

___ _J¢.l:4"

StCT ION H- \-\

G. VI De SwPPoR'"\ PtN Cove.R

SCA.LE: \f"L IM.~ 1 \IJ.

<t/':

v---J ~:;t· _ . 5' 5ofef-( n,~oP, __ I 11

· '.0~~·.. • . !? .z .. ·.·x.-%5 x.4-9.y,.'2 •, - . '-. __ 3- Vti<.T.. 13AR.s 'L"x ~",. 31- :Z:'

I rn, Sofdy hoops ~"I 'Zl)

¢'!1

I i._ _____ _

LOCATE AS Sl-101'1 N

5ECTl0(\\ K-1<

E Lt VAT\0 1\1

E XtSTING LA DOER be"\' P>. IL'E:. 01---1 R,c;;..HT BA.N\'<

SCALE' : l \\';\." ' Fl.

1T 1t c;roflfl'J ~ - -i+-----~~ ==L:::=:ii· .l "-~~-=:·=~~:;

Consfruc:f /adder ! i t1 t -nor in corner of [ I II II exist 7 [ 9.8 not;,. In') frame ----: G ------~ ·.;.· +-] ~: ~I i1

/..lofe:

5ee occompanyrn'f draw1n9s for ladder supporf dcdar/6 crnd 9cde st!pporf de(cl!fS.

! (VI ,

-1---~ --ril 'b ~~ L II _I ~I =7, ~ lj <JJ il-- I

---'..1 \,.., II

<l>l! ;;;'-I I

~~ ,~~ II

J_~

I II I

. i [ l~~L--~---1 ?w--

[x,s. cone. slab.. . Tl ~~-.----v'-~-1 r.··/ /--Benf R 2Y2'xo/8 ____ /__ _ _j_L _ ;.. -- / w( !f' Exp. Sh/eld

.. Ju·~ ·--

- ~g"

EltVAT IOhl

Ea .. :Side.

8W" .31

' .. . 7-~iV-n~ 13 •I " 31 " "

1'-- --c _jl. ..-~ or:s 212 x 18 x 8 --, / li ' . weld fo W' J; /adder

Snfefy hoop srcno~ L-L

. L..-PDER D~a;P,\LS o~ Le \" T 'OA N 1<.

$CALJ!' ', I l~. ·"' I FT.

i-Jofes:

f. Con:slrucf onc/,'nda!l c gaie support p1r1 cc,v(fr plaies c1fld /ock/n9 ntfc;chrn.,.,nf:s with covers.

2. CCJnskvcl cJnd Install 2 qafe qi.!lcle SL!pporf p1n cover-s and locking affqc/?menfs wlfn covers.

3. Conslrud ancl insfal( q ladder on norlh corner of /nlak-e slrucfur:e /70/sf/nc:; Fram<t!-

4. Consfr"c t safefy hoof'S on new laddr!!f'

SYMBOL

DESIGNED BYt

TO

DRAWN ay, DESCRIPTIONS

REVISIONS

U.S, ARMY ENGINEER DISTRICT

LOS ANGELES

CORPS OF ENGINEERS

ALAMO LAJ<£

l:fot:JT/Nf> F~/J,M/5 AN Cov4:RS 6TI?IICTL1f?l+l.. aTAIL$

5. Co;Jsfrt~c:f safdy hfJO,P5 on exJsh/?:J /adder.

):UJ.S.

SPEC. NO. DACW09· ---- B· ---

DISTRICT filE NO. :J} 0/.J fZIJ

SHEET

J_

OF

SHEETS

ARMY ENGINEER DISTRICT

SECTION E- E

SCALI':: liN.• I FT.

4-3" Filled Grouf

8eoring 12. !O''x}"xiO• . "'>, fk 11~1 ~, t"J'tJ :It W. I Z - I " - CJ l.J. N C. 5wedge I., . _ ! ·' , ", . . . . . . ··:Jl .. bolts.

~ -2!

SCALE: liN. I FT.

.I \..

g £/. !Ot!J. 0 t- 3"¢ Min. Holes Pressure Filled W./Non·Shrink Grouf

,,g "Drill·;: hole$ ror 111 -(JUNC 5wedqe bolfs

/~''Drill-( 1-k:Jies fOr I 11 - 8

UNC 5wef/ge bol;

,_-4'-.,!,-__,..., - ·-----r-

!~&w:-:;; ·~- :s.,t -~~ - ?t"x t"Lodder ~\JQ!f. ·

, f'·L.' rot! 3.. -~ , <() '!!I L 11" - -\-.;

r~ <v,

• - - I I I

C !.?"ii"<i::7i_-11 -l_'-_6_'. __ _--OL...r_···.·· ~-~- 0. rill for '::...1 ~-J..?l!. ~ r-e--...:r.:-;1. lfl''¢[xp.5hlelrl

""~~:,:y:_ 'l:-£1[(2~1~-d.

for '\'\6_ $. wedfe.Aolfs _;ta e_l~JE'. ?~ li."x 8 , SECTION D-D . ' l.. ~

:i

-o "'b.:?

~g~

• "' <I g -~.E (l~<S cc ~ "-.·::1<0

0 11? 'i .J c v Vi it

SCALEII/2tN.•,iFT F.......,..J s e e'G e e 0 ·

·OE TAIL ni!"

SCALE': .tllZ IN~- 1FT.

"" Ill .c t' c() ..

r•-'l:Jd,u~ ~§:£ :,.Q<'

PG"'

~ .... 1'·-<{ ~"'e ~;~.;:,.

<Q_~

Plone of' Cross. 8racln9 --- ........ ~-sr 4 w:: 13.i5 5fruf i!Jentli.. dx f ,. Weld to

t. ~ Lorlr/er r(l// __._

["llnqeo' 6t;Jts, Gvi(/8--l';eoring It. 9 '1 ll t '' II l'·l"wifh 2· l"c5UNC )..fj, ~--o-r'-r Toe__o_f_l8 JL_ l_'-2"5q.Conc. f:oofing be/ween Rock(. A.C.

!;in .. Gr. ·

8eering If..

IO"x %;" x 10#

7'·0'1

L

:R5 -1;

Removoble ;f" 5/d. Pipe(Golv.)

w.jehcti? ---- ~ i I r I. I_

~ 0(61<\F 3/ ¢ 10 w:: 29

~- 1 of(; VV: 31

TOP P LAN ¢ 10 W: e9

SCALE: 1/21N.~!FT

Z"Orill, ~ it"ltne Ream ,Cor Sheave Pin~

Drill !~''hole fOr 1-:f Coble St;ekef lbolf ·

.:jl '<)<J

"~"' -'\.-.~ ~ ~~ K

JJ~~

ATTACH GATE

IN . i \20V:ER5

5J±EET.i

1-{" Sh:l.p~_po!,f wjt:op{6o!v) Sse ." Top Pion • for Pipe 1

7UNC HI

"l

'' x 12 "Flush w1~h cone. w.j Welded sfud Anchors.

Fixed 11-" 3ld. l'tpe' ';'IV~O ~" vc<•• ~ I ., ( Golv.) Pos( ond ro/1.-'15 II?CJ· All JOmts weld-·" t ecr ond golv ~.?.

A

~<I)

4i:~ ·B~:~J

_j

W. P. C. G_. of L$ to ink/tsecf:

W./f: or 10 VIF(Typ)

Ciuseef It %"

17' ·I"

V' Oo· -~'t-'(t, ,rg \"c..-

CON5Tf~UCT AND ATTACH LADDER IDENTICAL TO

EXISTING LADDE"R OPPOSITE: SIDE EXCEPT

S.EOE FLUSH WITH 7 C 9. 8 TOP AS INDICATED

SEE 5HE£T 1 ,....,

NOIE:

THIS DRAWING 15 FURNISHED TO SHOW LADDER

AND LOCATION OF PIN COVeRS.

CORPS OF ENGINE

Posf Anchoro9e. /' t ;{ 11 [ye bolt w.jeye ' · _ ~ nut(Golv.)----...._ n:=-~-t:-~· -~ "Golv Coi!Choin w/f 6JI

Top of Post "o/' 1 ____.. _·~chain

I Ill h , ?Jl ~ 1-f "Std. P/pe(aoN.) oAT u M . 1::; MUlN ~tA Lt.vt.L

Trcce !mop oiOJ?!!J tmd ond Shook otafherend

---:=:.-1-t.t -· ( 3 11 Sag mox.) ---:-· ·

!7'-J"

ELEVATION A.-A

SCALE: lf2·1N.'.IFT.

ro/1/nq. AI I joints U. S. ARMY EI\IGiNE. QISTRICT welded l aolv. ·

4J

:...Jil: \;, ).

liN.• lOOFT.

100 ' ' ' '· 0 100. 200 300 tf'_Hfjfflf*l I I

.- ~:-- G~AVEi.,.OiRT. ROADS

I NT.E fWAL IS 10 FT, a. 5d FT

COLORADO RIVER BASIN, BILL WILLIAr.iS RIVER,.ARI,ZOi'!·A

,lLAMQ RESERVOIR DAM AND APPURTENAN-cES

OUTLET WORKS .. ·

OUTLET CHANNEL REPAIR

PROJECT LOCATION

U.S: ARIIIY .. Efl~!~~~~~ I)I~TR"C:1'

.!'!~~~~'s

~-~-I"'~_, Ooo ei'' ,_

Toe of £mbankment....-r r,....~···

I

IV' l~>e,soo r

~0 ,a

:t

I v l :t·

J" ..

"~J/50~~

( 12oo·· -~'-~~-....--!._

,/' -,J <:>

6 ., . ,. ., -Spillway Creh

,/' J< ... -..J Q--.,'

.roe of Etytbankment

-__t.!!.!!--

>f?ROkl ARE;A

0, 8:

COIJTROI.- WI':IR

IV '~t?6 o , o_o d:' ., t IN.• lOOFT.

100 0 LOll 200 300

AI

'3 ., ,., ...

--"· G./It

CMQaiiYo

{Ji..

ALAMO'-' \.,._

._.,.,~,":~ -......... . .. ,. CROSSIN~. '"'.o!\ ~ ... ~,. ..,.•ate

COftH Of EfiGfKI:ftS

S_...A..O ~. _,.-" ""-

·-~ PROJECT~----

/ SITE

- -- - GRAVEl.., DIRT ROAOS /

VICINITY MAP

0 ~ 10 20 30 40

SCALE MILES

TOPOGRAPHY TAKEN FROM SURVEY OF

MARCH 1963 BY THE AMERICAN AERIAL

SURVEYS INC.

CONTOUR INTERVAL IS 10FT. 850FT

~0

DATUM IS MEAN SEA LEVEL

C.ONTR'OI.- Wt:IR LOCATION JM£2, DUQIIPIIOI'I$

UVISIONS

U. S. MMY ENGINEER DISTRICT

LOS ANGELES

CORPS OF ENGINEERS

Al'l'ftOVAl

COLORADO R:VER BASIN, BILL WILLIAM'S RIVER, ARIZONA

AI,.AMO RESE;RVOIR

OAM AND APPURTENANCES

OUTLET WORKS

OUTLET CHANNEL REPAIR

PROJECT LOCATION

SHm I

OF

L -----~ .. --~ .. ~-~--~ .. --.-.. ~---~--~----------------~------~---L----------------------------------------------------_JL-------------------------~----~------~------------J-----------------------------------------------------~--~---=~----------------------------~----~~;-· e5endcpc Sticky Note Critical Location e5endcpc Sticky Note Critical location at vertical Diaphragm/web/skin intersection at midspan and adjacent panels. These areas should have MT on fillet welds.

e5endcpc Sticky Note This area is critical at midspan where the diaphragm intersects. The web to skin weld and the reinforcing bar to skin weld are longitudinal full penn welds.

e5endcpc Sticky Note This top fillet weld should be examined with MT.

U. S. ARMY ENGINEER DISTRICT

A

CO.RPS OF ENGINEERS

k1'DR.I~ ((;l. SPACED ON}

'::/ DIA. B.C.

FOR [B)

WE.t D L

HALF

---+~ J

LEGJEND

c:;::J GAT? R£HABILITimON

!NS1RUCIION!3

~ote' P;~E SPECIF1CATIO~~:o~

~NT\NG SCHEPU/

17 l 28 PUa~a.o.

lt0/349 REV.

. U. S. ARMY ENGINEER DISTRICT

-+-------;tfr

-$---:-~Eil 1~ ALL OVER El'-CE.PT AS NOTED.

~ DIA. c.'SK. f'AR SIDE- IS HOLES FOR CAP SCREW (ill.

IT§} BONNET SIDE SEAL STRIP

SCALE: :?>"=1FT.

'-----~~--------------~----------------~. Fl --~,\Y~A~L_L_O~V~E~R-.-E~~C~E~P~T~A~S-N~O~T~~=P-.------~ i( Olt... c'SK FAR Slt>E fnRILLf'o£E.P

2. HOLES

;z \-lD•-ES FOR CAP SCREW (ill rnl FRAME, TOP SEAL STRIP

SCALE.: '!!.": 1 'F'T.

119"

[]!) F"RA.ME, SIDE. SEAL STRIP:- AS SHOWN

[ll) ~RA.ME., SIDE. SEA.L STRIP- OPP. HANO

SCAL.E: :!.''=II'"'T.

1" t>RILL cf DE.E.P, t!'·7M.C..-TAP z.fc?. £1 1-\0LE.S.

(AT ASSEMfiJLY Wml GATE F'!lAME) l tf-71JC-2.

(PI..UG WITH CAP SCREW ~

(ISTM·A-19S-.55·T TYPE l:l·l'l BEFORE PLACING I!JABI!lrtT)

END VIEW

HALF S\Z.E

END YIEW

HALF SI'Z.E.

END VIE.W

HALF SIZ.!:.

BOTTOM SEA,L

S.E.C T ION B-B

SCALt:.· B!W" I r7.

AFTER. /l.SSEt.\1!.1.'1' f.. FI\.IAL FINISH

CENTERPUI-K.H 2. HOLE~

AS SHOWN.

Parf []2] TLA1JIFAO 50CKf1 CAP5CRC:W

NO/ fO SCA/..1?

SC:III.LE: 3"' • I FT.

~ LE.FT_ H/>.NO AS SloiOWN_- ~ RIGHT HAND Ol"T-'. Slt>E.

f J<.4S"C\.\MJIF'.

2.&

(?;QJ LEA-f. TOP SEAL STRIP

$CA.LE.: 3" = 1 I'"T.

! -11 N.C. 18 ·HOLES

(FOR CAP SCREW (:?JJ)

I1J] LEAF, S'IDE SEAL STRIP

SCALE.: 3'1 = I F"T.

o ~~~· I'

HHHHHE+I

Lf£.4/fNO c:::;:::) 4A710 ~h'A,e>!.L/Oj7IO!V /!V?1f2C/C/10!1£.

GENERAL NOTES

1. PLP.,NE OFF FACE. OF SEP.L STRIPS @ d [2I) TO FINISHE.\'> DIMENSIONS t>.FTER STRIPS ARE FA.STENEt> IN PLACE ON LEAF' (@.

c. PLANE OFF. FA.CE OF SEAL STRIPS [!.SJ,ltJLl,(J1)1 cmJ <! Ht;.APS OF SEAL STRIP SCREWS IJ'i£l TO FINISHED DIMENSIONS AFTER STRIPS A.RE FASTENED IN PLACE 01-1 FRAME mt.C!J AND 801-JNE.T [[).

<~ "':13;;--. ~C:CO>!!iif>{F'f'--tUl!<lq\et>>E-c~R·o-!S':>\U;i'iR<i'!"'i>A!E:Ci!:!!S~C)!"F'oAI<IL:::\t:-'1:'3;EE';/>,._ct=L-'i:Si"fT'ii'i'<:~lfl~S:;---!e.Hs3'!EotJ>;;rtL~STT''i'<:'i'<:IHlll'~S:.!!EP;!:t<'l:f"=3!

WIT\\ 1>.. Mll!.T'URC OF WHITE '-Et>.ll §.. llllSEED OIL li.-ASSEMB.Lii.

4. IN COMPLETED A.SSE.MBLY, EACH SL\D\NG 5\JRFAC'E SHALL BE

RESPEClWELY IN THE: SAW\E PA.RALLE.L PLANES, ANt> ALL JOINTS SHALL BE WA.iER TIGHT.

DiMENSION FOR EACH END VIEW OF PARTS!ilil, [f§l , f!:ll , [WI, ~, S [gjJ

ADDED. PARTS TO BE REPLACED, DELETED NOrE 3, AND CHANGED ONE

APPROVAL

REVISIONS

COLORADO RIVER BASI!\!, BILL WILLIAMS AlliER, ARIZONA

ALAMO DAM

OUTLET GATES REHABILITATION

REPAIRS TO OUTLET WORKS

5'-s"·X 8'-6'' SLIDE GATE FRAME AND lEAF SEALS ni~AN'! SPECIFICATIONS

SPEC.NO.OACWOS-90-6-0007

U. S. ARMY ENGINEER DISTRICT

-rl;!"Dio~Rungs 1'·0" Q,C, f~:,"~R.STL BAR

~ t'-6"

11401 CYLINDER LADDER

SCALE.; fl;i':.{•

Drill t.. To.p ~-11 PJ.C.

fDeep-Z. holes;., each c.,t. flange- for O!D

' A

INDI_CATQR ASSEMBLY

Scale: I~"= I'

Drill and tap 4hales% "deep for"IZ-2.4 number plate machine screws {HID.

Plc.ce numbe~s on up-streo.m eide of cylinders, excej:.r lE 1!- ~E, which sho.\1 be placed on the down-stream side.

See Oil Pressure sysrem, Sheet 28·

Cut qroovesE'' deep with 60'tool. Fill w1th block er;ornel $ba(e---•

Scole' Full

DETAIL"B"

Scale: l·lctlf Srz.e

I"

&·Groove to root of tr.reod

1 ~

I f-' .----=2'-"j'--"---'BC-'o'--re'-----=il

\, Lg:·~n __ J '-2"-12N-2 Tnd. ~

[ill) 1'/s" GLAND Sca.\e: Full~

~ l Ys"PACKING SEAT Scale: Full

~"Drill ,i"spotface, 4 holes for cap screUJs ~

2-l:"

Drill and countersink for'"l2 F~H.

machine scraw~,l211oles, CORPS OF ENGINEERS

6at each end~

~." jf ~' Pol•sh these surfaces $paint WI~ f" -jf -{f

:r=~ .:~ r-r-~····~·~oo'''LlT~"'·~··~·o'"'' lt \ jt ~j 5 ~~·t= t- -$-_ : --' 1

--- ------- ---_c:c-=-~=-=.] I_ - ------- _j i \\ j ~-H,) 9'-11" - J

Dr-.!1 $ counters;nk for"l2. F 1-1. machine screwrn:J, 4 holes

~ TYPICAL NUMBER PLATE

Scale: Half 51z.e

! I·\ ! ~ I 1:2" 64 9'-6" Face to face of supports

~ INDICATOR PIPE

Scqle: Full

LlST OF PARTS FOR ONE GATE

I, : I', I , 1'·10~" R.

-IN

1l'' Std. pipe threoci as shown\ "'!"o.p oppo5ite e 1d ) for bottom support. For~

1o malch radius in 9o9e angle

Drill and tap~''deep for '~>12 -24 N.C. machine ocrew~ c., J.ole'5

Drill~ top ;¥;"-16NC-2, 2 hG:~s for ~

LEGEND

0 REPAIR INDICATOR

ROD ASSEMBLY~

~ PO!l~TER STUD Scale: Full

SCALE: 31N~= I FT.

0 112 F3 E3 E"3 E3 E3 E3

SCALE' II/21N=IFT

I 1/2 0 I

HHHHHH~ =-----:J

IHGIHEEII: [>, k.

DIAWH BY: A. A.

CHECKED BY:

SUBMITTED BY:~

/'w..vt-;LI./at ~ DESIC!t _ !M, COLORADO RIVER BASIN, BILL WILLIAMS RIVER, ARIZONA

ALAMO DAM

OUTLET GATES REHAB! LITATION

REPAIRS TO OUTLET WORKS

5'-6"x8'-6" SLIDE GATE

INDICATOR ROD ASSEMBLY

fiLl! NO. 1111. 0. SIIIUISI

210/351 REV~ A~

U. S. ARMY IENGSNEER DISl'RICi

1" l t-- F l

~r-~~~~~~~~~~~~~--~~- t - I I I I I II I I .j::1' L _______ ) L _____ J l __ J ____ _ r r=-~-----r--~-----'1 --- 11 I I I I I .

~j- 1 I ~j' ~- -L=---=--=----_j .l ____ :-' ____ J: 1~~- -:L ~----- 1 r L T .------ -, :+ 'I' I I 1: --, I I I I' ,_

• I I : I I i I . I I I 1 ; ~

::L I : t!!i _ L., -1 : I 'd! I }1 ~--=--=------~ j ~~-----:-:;---------,:1·:1== :-.r:-1 -~-

-i 111 1 r· ~l 111 I L . 1:: 1 I I 11" 1 I . 1 I I I .

:+ I i I t -1 : ' , r-.... __ .;_ _____ __.~ ......_ __ __;..:....______ --- -r - " ' -- · · ~'T = -,-t 1,. 1 I __

: I I l f:

I 1" I I I I I 1 I

I I I I -~ I I I J- :l ! i I t: ..... __________ .; ..... _________ ./.. ____ .)

---·- ·-r--- 1-J____ -1~~--- 1 -l I I I 1 I I I I 1 I I' I I

] . I I : -t 1 1;1 I I ''---------'' , _________ ). . ·--- _.., + I·---

£.LEYA.TION-VIE&vv A-A fds· 1 cho.m/- l -t-----ffi-----+- - ---$- I

J l : 1 :, .. :r 1 l ___ -,- _____ j. '----~--- -~--r---r--1 r---"·-·rT

Je i 1 -~- i

____ .~---J l~--.,~--L-~L I '2.3" j

HALF SECTION B·-B

4L_ sf .

E.Nt> VIEW

CD UPSTREAM FRAME.

ill -<t

7"

-0-

I

Yvq.-

48"

.r:

~~ l l

I~ 6~, ELEVATION

.....,.....,..,.,.,QQZ& __ , -e;r<~·~•-m--~;ru~~c;-;;,~~~~"'~"~·'h"'>"'l~ .. ~U<><":l';l;zl.;;~;;;;.:ll::<:wa~---""""'-..,.....,.....,_,......,.._....,.

45"

38!6

--- -- ---~\ ~-t -·· --l jrr ! I ,J_, : ! I

+--~---¢-f- J-~--- $- -~~ TYP. RIS SECt

SCALE: '!'1• I' FT.

C.......-l

END VIEW AT BOTTOM OF' FRAME

~""""',;,;,;;i,.,,.ScA.L-~: 3" =1FT.

o ~~ r

HHHHHHI

45"

! •I I 'J r--Lj-l---.y.._J-, ,.--1.-j..I.--l ·II

I I I I I I I I I I I I•

I I I I I I I l

~· ' e Drill - 4 Holes __ ___..

· sym. abt.

Dr-ill thru mating flange a Rea.m for *10><5" Ta.per pin@] o.t assembly.

33"

/ Jt~'?.rill, spotface far.side ---n 2a Dia.. 40 Holes For [f)

~SECTION C-C

SCALE: :>"= 1.'

7" ~.l~"~-t-~=o,.,_-_"'"

I

-------1

DE T. b

GE.r-.JE.RAL NOTES i Paint inskk surmces conracr in accordcmce wlfh conrn::u::f" s~1<:Hk:c1 "frn-;neo: "Pa/nring-Hydraulic Sf'F'"ucf'ur(f}s "''-~t>ur-r,.,.,.,m,r Sfl:>·f'(!>m No.4

AS-BUILT REFERENCE DRAWING

lt---r,._ __ ---

COLORADO R!)IER BASllli,B!LL WILLIAMS RIVER, ARIZONA

ALAMO DAM

OUTLET GATES REHABILITATION

OUTLET WORKS

:r-sf i 12'' I<

EW

5'~6" X a'-G" SI..IOE GATE

UPSTREAM FRAME

• l rr lii\ILESS OTHERWISE !\!OTEO l!lo\'q, OCT08£A.I964 SI"E:CTl'iCAT!ONS . 1\Uc-. a..-

210/352