W912P518B0003_TPlans_-_Package_A_RTA_-_Certified_Final_2018-07-16.pdf

WAR DEPARTMENT

I

II

'' I t+

' ' I!

I' I I 1 I I I I d

I

' I ' I

"' ::i: ,--+--1-,,,,rt., - ' I 11

~-HB--1 , ,

I 11 I I I

.+:<>· '--1:&- I I '>': ,. I I 1

-.t< I !.'1 "> I' I )I; I 1:1 ,. -1 'I'

I 11 'J I I" 111 '- ·-I 1ir § I 1;1 a:i I I, I 1-I

+.1+-1 I~!

I I

_,____ -1--m- l iri\~ I

'-5" Soft Rubber Plug cemented in place

Soff Rubber Plu9 6" long cemented in place

6" Soft Rubber Plug cemented in place

0,1 '' I !:)I

I~ I :;z I

!lf:i§a

I I

El. 641. 64

. ~-Grind edqe of an9fe fo i"rad.

Work line

UPSTREAM ELEVATJON {DE\.'._!;LOPED)

SIDE SEAL ASSEMBLY

SCALE:

'" L:C.1' DI ;,;.:_.,

cl '·..>.' -

- ; ; ·'· . ·.~ -I '

;i I '

'I I I ! I ' ... I I

4", a:i Angle ~ I

• 1 I

<Skin Ii!-_ Mk /43-I" -~-., I I

I

I I

' I I

I I~ r-----n I ; I 1

~ ::i I " I . ' r

~ I

I

I

I II 0-: I ;

11 I 'I ' , I I

I I<) 1 I

I

I I 'I

I I

I " I ' ~ :~i~~-:t_J _____ Jl __ ' I '

.1 I ,·,' ~ r '

. I 1

I

" I I :."'· ..._ 11 I I

" I I

' r--We/d " ' : "·" <-:>

" 11 1

I I .\·:,1· -- 1='=-=t!-=-: -;...-.:- .I::-.:- -=:.I '! ' ' I' - 1'"·•

'<II•

cha;,nel=-"

.;:·:_-."'~·~i;;·~"-~. ,· 4" Sill ' ~-r· k-

ELEVATION

DETAIL F

f

I I

SECTION

" 11• l~ " 11t

I H I I.~

E-E

I If I 1;1

-i ~+--++--~

[ __ ~F-1-----~J:1-f- F

UPSTREAM ELEVATION

~~I ..._ . I I ..._ .

I z Sfiff<'ner R- f'Skin R

SECTION F-F

___ J-...._ 4V3-6

DETAIL A

Symn-1. about this t -

Proride drain hole 1n this connection

GIRDER

SIDE ELEVATION

..---+E z5·-o·· Work Line

I -I

Girder To 2"Min.

5;5·~:fi-r-~ ' I

Cul -----l------f-------:- :---- 12 J.fC

Infer media te Girder- I I

' I I I . I to"x//i!

' ' /Z'-o"

F!anqe t/;ce

1-L 6>5x f

IZW-

Cut I I

5 .. , 5"xf'Ls:-~ I I ' I

SECTION B-8

SCALE: " l. - •'-o" 2 - i -

Q''M. t.. .In.

'---+E Note: Use Buff or l"Fillet Welds all around af all contact points he tween angles and be/ween Angles and Flange~

-~·,_::: .. :_::\f. \·· DETAIL G - TYPICAL

BRACING

4 !Jia.-

SECTION A-A

' I" 12 ·Si to 4;_ Gate

3T.9W25

., , 1 f!olfs ___ /~ !

f,k~~Jc_; "i1 ··-~__:..=£!o,=-1'. _______ .. . .... _________ :u_ i s

Girder W&b

2·.Jx3f US

.L-.5•3@7.8

Skin R

--?;-- --1--

StiffentJrs -------1,---.

2-6

DETAIL C

SECTION J-J

C.uf end of Col. as shown

1 Chain Guide

I .

11 '' c• <f floles lo be drilled in sho,o

- of'ler 0.5.Ye1T1b!y lf//117 11fk. 143 -/ { 3. 40" ,_----n~~F=""'~~~-'!:,-'!::-=···=·-=·-=·-'"-=~~-.b:_y=""~~~~~ } ~· -' -1-. ox!; Ii! - ,,,. ..

§ee No_fe_fl" ____ ~ / ~ ;\~.:

i 1 ~ :;:2::·:·.

. 4~" 4 3.'' "1111:; ~:--:.-:·. ,' •

Nole A - This weld lo be \H: f .. Web fi' 13 1:, :: "· f ''!or bollom ond infer media!. G -· d \ ~~ ·~·•· .

. d. d .3"f( , 1r er "-g/lc er:s on 13 or 1op \ ;;(' '1,.

girder5, bolh lop and bo!I01Tj IZ W 1 .., &~ . ~ I ~

J_.

z Rad

-Tread Stock

--~ ---- ----e__;:~C!P z»-- 1 \ IJ 'xi" ff (Bent) '4~

' -.!~~ r--- --1f' Drain Ho/es

DETAIL E

SCALE: HALF SIZE

Crest f"I. 6 48-00 -r8' ___ DETAIL D -_~YPIC/~L

;- Weld

Weld andqrind 1 smoofh qs shown

SECTION C-C

SCALE: HALF SIZE

Canvas 7askef

Beveled Washer

Mk 14J-8

'·:".-\; :',:". ·~~.:.,··~· .-·-,,,... - Cresf

Grind Leq ;f . ' "<' -\: · · · - . ".-" An9le as shown Weld Ji .. lonq and grind smoofh. See Oefail 'j"''for /ocafion

SECTION D-D

SCALE: HALF SIZE

10·

, _ t ·I s11rr !P.Y.

---:.:t>-

9•

Chain f'skin R iCha1n Pin s"!:SSt Hale .bared after assernb/y

40° j Skin Ii'

1"s111t R>.----"" NS. i rs_

91: zo-z t . 1 (~ale stop on Pier Fac_e ~f ~'.e11; _ ,,r see dw9. 2 85

I I I l I 1 'ti II; ( t=:-,t;;jj;;;:,:""~"-;;:;-.. JI; - - ~ .. _ ----•rr --...- 111 !

II Iii :

It fir 1 h t!I r ,, .ilf-l- " " 11

)~j~ I z-4!

1?"[3o#xo'-3j"

DETAIL H

. 4 I· 17-52 Revised to conform fo shop dw s. CES.

DETAIL J

CORPS OF ENGINEERS, U. S. :~~---·1

-------- ·-- ------ ·-·- --- - - - . --- ----- -- ___ .............. - .. --·-·-1

SECTION G_::G

Drill and Tap far ?!oles for f' Cap Screws-- ;g ..

-.--~r- -·--

9.CZO

SECTION H-H

DETAIL B

SCALE: 3".,, 11-0"

GENERAL NOTES:

See dw9. 310 for General Noles and reference dwzs.

For location of sections C-C and D-D, and details :A;' '8,"t:;F."J-{ and 'J" see dwg.340 For locafion of section A-A and defai/s C"and i)'' see dwg. 341 Girder Bracing is hilled on dw9. 340 i

..----~--·-*"-" -• -·n---·-• __ ,,.. __ ,,,,_._,_.·-woe-----•,,.,,_ ____ , __ .,...,~_,,,,...,"'""""..,,,._,-,,_,,_,,_,,,__.,._. __ • .-._ CUMBERLAND RIVER \llATERSKl:D

CENTER HILL RESERVOIR PROJECT

CANEY FORK RIVER, TENNESSEE

DAM

TAINTER GATE

GIRDER BRACING AND SKIN PLATE DETAILS

IN 187 SHEETS 12'-'·~· Lw_,_6'L' W.,..wo'--___ __L1· ____ · _r SHU> N0.143

SCALE: I INCH • I FOOT

U. S. ENGINEER OFFICE, NASHVILLE, TENN., NOVEMBER 1945

APPROVm::OE::

-- 00..l.

HEAD ENG!NEE;R COL., CO

DISTRlCT ENGINEER l

------------------------ -··--·---·------··--··----------- -------------- ------------------- -- ---------· - -- --·---------.--·-----·---~-----------··--- '--·-----·-·------.--- ----------- ________ ,. ----------------'=R=EC=O=R~-~-w-~_&ta_lNG ::t~-~~~ --------·· .. -----·~-----h3ecxlct Polygon h3ecxlct Callout

PAINT ALL SURFACE OF THE LAST 4.5IN OF SKIN PLATE

H3ECXDSL

Rectangle

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

H3ECXDSL

Line

REFERENCE O

NLY

: ,2'

WAR DEPAR_TMENT

I

J:

'!J

I ()

_J''x 4' Filler ahov"' El. 677. 0 (weld continaous)

De/ail !3

El. 632.5 f Plate :5 /ice El. 6 77. 0

I f ".5/<.in Plate ---

El. 663.5 :':

I

El 685.0

I I I I

-su20.0

CORPS OF ENGINEERS, U. S. ARMY

REQUIRED LIST

MARK

NO

REQ'D

---- 0 Es c ~-~;T-1 ON-----~M_A_T_E __ R_l_A_L-.--E-S-T. WT. T~E-~ AR KS---·

LBS. EA. 1 - -~----.-•"---~-

f--!_4_0_-1_R--!-g---+-~S_k 1_n_P_la_t_e _-~e_n_ter_s __ e_c_f_io_n_~_3._!_r._5_1e_e_l-+-_J~~-~qq_L >--1_4_0_-;_L-+--8 __ _ ___ d_o._ _______ d._c ____ --1 __ d_o_. --+--IG-",_:Jo_o_+-----l 40-2R 8 do. -End 3eclion __ d~·-- __ J!e,100 .,.-.~~-----------------+- I

140-2' 8 do. do. i do. i 18, 100 ·---------- --------- -1-------+-1 ----+------- 8 End f"raming-as .shown 1 do. ' 14,000 * Sheefs 140!'!1/ t ____ -+_8 _ _,__ __ d_o_. __ . ---~-o,op._!J_a_n_d_. --+---·· d_o __ _ _1_4,_o_oo_*-+-__ d_o_. __ --i lJ!L!_--'-_8_-+-_G_1"tc_d._e_r_- ~o!_~qm ______ _,__ __ do: __ 13, 730 3heef 141

do. 14/·2

8 do. - /nf,,r1nediale do. 13, 100

/,fJ-3 8 do. - Too do. 7,070 do. -+_:_'----+------'-----------+-----+-- ----------+-------!

L --~---~-8-~_G_1"tc_d_e_r __ !3rc_~cif79, ________ ~--- _clo __ ~_l,6 __ o_o_~_:5heel 143 R *' This includes weigh! of Trunnion Bearing Mk 144 ·,?L.

j i Plate Splice El. 6C3.5 Ii I JI I "Dr.,,in Holes

I , f ~1

--~2~--~.5~z b · b LJS

4@ 3'-11·" 12'·5f "_

J. l .. - -if" Drain Holes__)

Detail 8, Dwg. .34.1

12"u Slop Defa1'/ ·H"

See Oelc;il Fon

i. Pin ti. 660. 76

Chain Guide-~ t'I. 651.8 t El. 851. O t._

Nork line and back or Channel 3ee Sec. C-C on Dwg.343 .Owg.34S for this corner I ,, • ! I

_ . -:1'-- If!. -(J d.-d. I J;" ·- ·--~----- : .J'-1J·~ .') '~i.} .. ~ 2::6 g" .~ . 3@ 8'

'·.j<, · ·. . • .Jx3f U7 .3 x.J/ LJ7 I ~;~ ·::.~' -.: :

- ~' ~··_ '.t:

l l -· l l ~ l f F,. id J . t S · \ • I I " ~-. ,_. 1e 01n - ee

4-~;: . ,·

FIELD NO TES:

Field connecfions of Skin Plate Ribs lo Birders, of

Girders lo Columns, and of' fJrac/n9 Members may be either welded or rivef]d.

SKIN

De/ail C on Dwg . .343.. .5ee Dela/I A on Dwq. 343 ::.

PLATE- UPSTREAM ELEVATION (DEVELOPED)

Li11,-10"

Chain

5ee Section G-G on Dwg . .343

CENTER SECTION

MARK 140-IR - AS SHOWN

MARK 140-JL - OPP. HAND

END SECTION

MARK 140·2R - AS SHOWN

MARK 140-2L - OPP. HAND

r--;z IV l.J5

NOTE.: ___.---

See De la1'/ on Dwg.344

Use J" fi'/lel welds :J 'long, 6 "centers, al all conlacl points helrveen rraming Members and Fillers or Gussets, unless noled ol//erwisc, SECTIONAL ELEVATION

END FRAM ING

GENERAL NOTES.'

I. All mafcria/ to be S!rucfural or Plate o/eel unless noled olherw/se.

2. All shop ./oinls are welded unless no!ed oll?erw/Be .

Walertighl joints are conlinuo11s welds. rusion we/diny syrnbols shown on Dwg. 142

.3. For Framin9 Plans see Owg. .141

4. For Pin and Trunnion A ssembl_y "1ee Dwg, 342 5 For Girder Braciny and 5kJn Plate De/ails see !Jwg. 343 6 For Pin and Trunnion De fails .see Dwg. 344

7. For Anchorage Details see Dwgs. 283, 284 aod 285

8. For Secl1'ons C-C, D-D and G-G and Details A, 8, E, F, J and

H see Dwg. 343

DATE DESCRIPTION BY CHKD. AP'PR.

Rl:VIS(ONS

NOTt::

f"or manufacturer :S def,;i/s refer to flirginia 8rid9e Roanoke, Virginia, Confract J/- 6380

CUMBERLAND RIVER WATERSHED

CENTER HILL RESERVOIR PROJECT

CANEY FORK RIVER, TENNESSEE

DAM

TAINTER GATE

Co., SKIN PLATE AND END FRAMING

IN 187 SHEETS

12" e" o 1' 2' 3' 4·· 5' w.~~-~-~-~-~--_J

SHEET NO 140

SCALE: i INCH= I FOOT

R~COR~ING AS CONSTRUCTED

r;, I _ fi-<.<./ 3-2-53

,., .. ,._ OMOM••--- ••• '"''" •------• ,_,__. -----------------'"'""""-••-- -·' -------- ··----------- ------· ------------~-------------------------------- --~------· ... _,_ ____ ,, ___ , ----------·------- ------- --- -------------------- ___ ._ _______ -- ----------··---- --·-·- ----------- - -~~------·--·-·· .... _ ---··"--~-----·-···------ - -- ---l

WAR DEPARTMENT CORPS OF ENGINEERS, U. S, ARMY

.................................................................................................................................................................................................................................................................................................................................... ~~~ ........ ~~ .................................................................................. ~ .............................................................. ~ ...... ~ .. ~ ...................... ~ .................... ~ .......... ~~,. .... ~~~~ .. ~~~ .. ~~ .. ~ ........ ~~ ............. "'~~~ ...... .,~~ .. ~~~~~~~~~ ... ~~ .. ~~~~~~~~,.~~~-.,..,.,q,µ, ~

102" C''-1/J" 1----------1<---------- ----- ·----------- -----------<-;

!?"Zinc nit

;_/· .I il

I Co/.,_ I. /, r1 Tt-unnt'on 8eart'n9 /';, '2sc.so 7 i --

~ -4r,:·· t li'ffG-5 11 -

1-.. >- .'BF\

t ' c.~ l?W/3.3 t li--- --. -- Pc -

/ lrfk/44-/4 11'"&/fs Mk 144-11 !"Drain !fo/es r--f f-==f~, I ~ --~- ~ ::± ::J-''LC " -

It I L ___ _:-~----------------f It t -I I' 1-----r------------~---t

J... - 1 .._ ._ -- 0:1 l ' I -<=_,----#, "", -~""~-- ' ~ 11 l I I

...... " I I j \\ 1 /-&11 ?~"x3"x/I" weld all I

1 \ I arotJnd fo girder plafe 1 -- ·- -f f'f' ;3311 lli$ '!l'lli'fil

;h;f\

~--- --*v --- ~ .:::.-~:: -- - -

I 1 1 I I ' . - 1,, Pin fl. GGo. 75 1

Ii[- I ··-- 1;r- 1r 11 r

{I

*v · , 1 1rJiF 1v;1#

~1 ~h

SECTION A-A

(DEVELOPED)

Ci::

' Cl

', Qi

Q:

--2_

1ffi 4 t?

!Yelded Slee/ Trunnion 8~ar1)

Mk. 144-?R i~o··( Abl)

Pin

:~ C_J" I I I I I

!"¢.Jack screws. See setting defails fh,-s sheet.

'fYe/ded Steel Base Mk 14.1--1

SECTION B -B

~ I' ?_ ·: ___ _j --.~-__ ;nJP~/~I ~'\------------· -------1 v-----

'" /;:"Cork

• "•p:

·.~.·. ····1o1·1'.'..

, '·•···''''" :· ,, . '~-- - --,-·---....... - ...... ·T--·-~ .• " "1 ' ... •• V, 'O ' " • ' " •v, ' " . " ' ~- " "' ' " ' ' ' " ' , i•· "l ". ·~-' ' ''" . '

' ~ ~ ·- .. ~ '" ~-"' ·------- -, .. , / I I: 1' I I I .····:.:\:'r..: v ' l I I

" 0 . {: ~ : u .. ".l I

I -~- _ _l_

I I I

• ·.". : •. .; I I f I J

-I .. --~~ 4 '

' ~.-.-.· ·;, \i: :,>/ :~:;, '' ; --.\ ,:::>·:- ; ' , , _,:_;;-:: f ,·::. :_ :~::: ._, •' ,,,._t;,• I 7

""C. k~~ 1't or . ·. . .; .;~.'.~-:-~! . . .. '

:.~:: ·.-. -: ~~-·:·_~.; ._:.:~;~ i' -

': :::.:,~~- ~ _ .. : ·. ,.: <·:'- .. k';.,'1¥..J-:IJif=--=--_:_·=---=-- -=--=-----=--=-=- -fA= -. -1

Face of Pier-

!<eeper Plate Mk- 144-.5 ~=[_'."_~=~~= ~---:-1.-,,,,,, J

" ";':-'O, ';, 7:_:i:§i:I c I 1

" 11 '11 r-;.,, , 1

1~ '

' C)

,1 1,( ·~ 11 -,.

• u --:.;:--ilH_ --- -LI/;! t-._~T/I I ~ ~ --· -- -~·~'SE- f<;SSSSS"\\S\\~S\ ~~ - - - - -- -1 l • I ~ r "... ~

I_ I It ------1·1 I J I' I ---- 1\\ I 1 !4"010. 'Pin ; ' 1

_ d: Pin c__ __ __ H ___ _

I ill i ;-----Mk 144- 3 ·--- : : :

& lil I I i I : :

I I I ' ! I I - . _ I 1,1 ;I I I I f

U>I i C:,i

I ;Elj @~ ''.' s: '

Kee er Plafe H-----\&1 ;;~ __ :;I " ~ R, l ~k 144-5 ' ---

SECTION C - C

1 ! . e.

.5ee selfing defai/s

-~ SYMBOLS

Fl ELD WELD

GROOVE PLUG WELD ALL FLUSH

I I I ~ I B E~E~J ~--J-~- !l~_T H--~ . ~~~::_~=-

FUSION WELDING

TYPE OF WELD

BEAD !FILLET 'SQUARE

- I:> r--~i.---~/, ::-;;i_Jf'ace of concrete

·\~_· f Pin

NEA_R_ S~[J_~---L FAR SI D_E I BOTH SIDES

PITCH Of WELD

INCREMENT:] ALL AROUND ---:-i _ __L____/ _Jl __ y

I FIELD WELD

" ~-1-?n I

\-INCLUDED ANGLE 7

\ ROOT I

SI~ s~·/OfJ:NJNG"-..4~·

· .. ' I

!"or confinuaflon se"' ··'·: L Dwss- 2d<S and 2-tf _ --~:, I 181 rv12-5 /.~~

LINCREMENT G \

8 - I 8 -----j l FLUSH :;- - 7 IL ~on/ ROOT J 7---SlZ~-r-e

- ' 'L-' --- '-<!-:·--ti_,..,: =c.1!,~ I ' ' ::;; ,}k !.44- 14 . . ' .. ·:;-:·'!n==i":===r=r======f====::"~ir==7 ------- -:i--c

. . . . .' I .. · : . : ;· -iTI C

-~~~~ . . I . :;··~

~'l 1·::

u ·I -· ·

~~ ~ . , . ; I . : ·,:

i . . ' ·. I , ',-;;

I , . -

'! 11 I N ... .: ',.'•',·,_·,·,...._-,·,·, ·, 2 Cork , I .-

1 ' •• ,.

-: ~ I· .

C::i 1:.:.

1----

I I I I I I I

, ......._ I. : ?:

-' -"-.'--+' ; -'.(-~~~. $~9591:-:-r!!l1 , 1 .. -

,"-1·:·., ~I::~::

~ I ... >., a--µ +--!I'"'''. I' ---l I 1 111. l 7 !f i::c~- _ g I ---;;--__J

' ' __ I - -"-

- S<ZE _/ OPENING

LENGTH

• GRIND --

\_SIZE __ / FLUSH

SIGNIFICANCE ry--· -- , I

, I

I ~ • \ I • •., • I

'"f'·-·v' ' I

1-~1 ~-

! v [~--~ I • - 2 ~: ___ ____,____, .___SEE NOTE __ ~ __ __! SEE NOT_E:_6_ I SEE NOTE 7 --------~

WELDING SYMBOL NOTES:

I. In plan or elevollon, near, far and both sides, locations refer to nearest member p(Jral!el to plane of drawing and not ta others farther behind,

2. In section or end views only, when weld is not drawn, the side to which arrow points is considered near side.

3. Welds on both sides are of same size unless otherwise shown.

4. Symbols govern to break in continuity of structure or to extent of hatching or dimension lines.

5. All welds are continuous and all except V-ond bevel-grooved welds ore closed unless otherwise shown. · . . 6. When welds are drawn in section or end views, obvious information is not + tH' given by symbol, I -- --..

'~1-··n~~--~ - ' ~ ' : ';'·i§?\'05 0-0~ m I I - ' 1. In joints in which one member onl,Y is to be grooved, arrows point lo that ! member, unless welds ore shown 1n section. ,_'_'' ~ • 'I I .·., I - "' ' . '•.' I I

_ -~--:_:_:_~_L 'J! i 11 I I ... ~.. I~

-~ ~ .. l 8. All dimensions are in inches. ----··----------

' -- /p"Bo/ls Mk.!44-11 .·:· B ... ~ . . . :

-~. •'••:I I•• .; • :";::~ .:.-~- .. : •;, SECTION D -D

[: : :: : )· /"ace of concrefe b- " • __ ,J_!_Q~ . . . . . , ...

e"Sh1;;/ .. -

• ' ' . : I , , ' 3" - - ·r:: , ' . ' . - .. ' ' - ...,._ - - ,......,._ .- ...._ -:r-:-: , .

... ' ... ·1::·.~ ' l -: -. ' ,. ' .

· I :ti, ·

, -i·: .: .

, I .

. I .. ,

• • 1 ' .... ri.

I I . , I ,. - I ~· :, I ::~. I I ' -:- '1, ~1,-::

- ll:'i' .. -I • ' - I ' ·. ;

I - (:ii-:•::.

--·-·---- - --- I;-:·.: .

1--.. , . ' ';

I ' "'' '·" I ' " • "-,. "' -· -I ' "

I I '

I ' .... " . . I r,;,'' . --I : .. , ,.

I l .. ' '..

--·-----,'. I , . " -, . , l , . , D ""-: ~ Ir.~; _______ :/] ::::;

. . . . '' i·::.;

..:...._ - - - - -- ...i.•1.:.:'.'.:

• I " •' . . . ·.:,;.:

, . -. . . . .... , •• to.' ' •

' ' • : I> . . ·'• , -,_

I • • • ·,. •

' • ' '. , .. · 1' - : ... ··::~:.: ::··.:~, ·1 ~--l'-71:" ;c7f;_" ?.'" t --··-------

;c4 E" tc4e" .3" 4 '/ear I Pin f 1 r- 9" 9" i

I ···--~-1

I

3' ' 3" 'e "Jhims ' I rr- "l ' I

I ' -i "l

I Zinc fi'// r Jock, Screws :l " ~ . ---·,:--

JI t • 11 e" /"Jock Screws ----- --------·------"-----

E_J

ELEV.A.TION

I I I

I "' I '"' ' \) <I) , I ' "' ''

' I """ "' "

I

I --· I fleldc?d Sfqe/ Trunf!lon !Jase

' 1§· f Pin\ _[lj ., .,.. _ 't' ~1nc?j_I/

+- '. I 1'..~ . t=::·,,,::: l:--300 . I E

JY-eel TrqnrJion ng

Q)

Ld J ! ' --i An cl. GGO. !5__ __ _

"' I i ,, Trunn/on 6irder

-/"y4·· 801·- Tap !Or MA 144-i?

SECTION E-E --

GENERAL NOTES:

I. See D wy. 31-0 for <Jenera/ Nofes and l?el'erence Drawin9s.

Z. See 0 w9s.2BS and .284 ror Anchoro9e 6'/rders.

0- Jee Dwg. 8ff for Pti? and Trunnion Defai/s.

TRUNNION BASE SETTING DETAILS

1-17.52 CE_S.

?-?4·'47 lk'6'v1s, EWC.

CUMBERLAND RIVER WATERSHED

CENTER HILL RESERVOIR PROJECT

CANEY FORK RIVER, TENNESSEE

DAM

TAINTER GATE _

PIN AND TRUNNION ASSEMBLY

IN 187 SHEETS 12" 9 11 6M 3" 0 I' SHEET N0.142

I , , I , .J...l.~-1.- ____ _J

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u. s. ENGINEER OFFICE, NASHVILLE, T!i!NNZ., NOVEMBER 1945 ~Bh1lTTE'.D: APPRO~?/~~OMMENDEO: A ~PPROVED:

,__-.£__,,., ---·- -----~:»~-JUAL~-- ;-'th/,~ SENlOR E.."lGJNE'.ER HEAD ENGINEER C~~~F ENGINEERS

DISTRICT ENGINEE:R

DATE I DESCRIPTION I BY I CHKD. \ REC .. I APPR, - SUPV. A.H. K. CHEt':KED.f#)( TO ACCOMPANY SPEClFICATlOHS

DRAWN £,W,,C, TRACEnEW.c. DATED MARCH 1942 Q-4/342.2 l~~~~ .......... ~~~ .... ~-·~~ .... ~~~~ .... ~~~~~~~ ....... ~~~~~~--....... ~~~~~~~ ... ~~~~~~~----......... ~~~~~~~~~~~~~~~--~~~~~~ ... ~~~~~~~~~~~~~~~~~~~~~~ ... ~ ... ~~~~~~~~~~ ....... ~ ... ~~~~~~~l...~~~~~~~~~~~~~~~-R-E;V.;.;.•·~l-O~Nns ... ~ .... ".'"'~~ .... ~~~~~~--""'~'J. ... ~ ...... ~ ... ,.., - 3 ~H. ~-UST' -- til!'ft!P eRK' :?4

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CURRENT MOUNTING BOLTS ARE BURIED BENEATH CONCRETE/GRAVEL FILL.