Amendment 0002 W912ES24R0002 REFERENCE DRAWINGS C.pdf

f 'IN -

WAR DEPARTMENT

CORPS OF ENGINEERS U. S. ARMY

f % : A

541030 5 - 5111 - see sheet 40/ q.) 5 15'-0'

A

4-3" 5'-0" 5'-9

1tn"

UU

A- 4

0-14

/ E/.682 0 0 / 20 4 4

/ 0.

k> 0

306, 440

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0 -00

A L idle 1

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"0 End 1 r\\17 0 2-

1 -IE t

\Ch =0 k /" 0 Ott

Zadden-/tin 21" 7 t-5" /0'- 62 0.

0 0 ¢r k l\1 0

0 CURRENT

1 fg r-=Les -7 -- 4--9-z,e

6'-60 2 HN

. A

4.

5 53"53 0 O ,J

---3-4-=-1

00 10 28/ 06 El 6820 n- C=f---

6'-0 Ji

- 1-0" - Driven 1 1 8 - -9 d: O• pug UaAila-1 J I k Y k}1 -- End

* -0 0

C=*== n

. 0 0-61¥ 5 : \3\ 1-JA Im! -4 -51

LRZ/ . Cli,// k

/1

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04. 0 0

0) 6 Cri==2

-ION

0 0 -1 r El 665.25

'b

A-- -et 4 / 5i. 0

D

5 /4 4/ ,0 °,-LRZ

4-14 0

3'-4" 4 16'-64" 1

Constructio i * /5'-0" 41.

j 6 p r Join+ . 2, A !6 3" Mb r -1

'1 ll'1

C

--- or -Chomfer to clear teeth 15" -42 - h

- on rim in raised position 1

4'* 00 1

6" 6'-0" 11'-6" 45'- 5" SE-6" 4'-4" 15'- It&" A

A r *

18'-0" 62'-6" 14'-2" SECTION X-X S

9f

SCALE I"=1'-0

94'-8" -

PLAN // A & 6 7\6,

1 El 648.44 6/64825 \ m 1

Class B Concrete 45 1-5"

4 -th 11,-24*

8' -4f 1 r I

19'-85 12" 14 15'-0" \ A L--- 1to '-24- \ t -E r ti

/5'- 0" 6'- C /-102 Al -"

9'-8" / \ e'-8 ' 1 ,1

3-L 10'-62- D1 , 2Z

El 682 0 5/ 682 0 Q

\ 1

1 !

1 1

C' An Y.1 1

1 <2_4 -u . 60'-*/ 68 1 92 Ei 682 0 i

LR4 1

El 681.92 1 El 40.61 I

-Monolith No 5 Monolith No. G - A / F t=sd ; 1. . -TT 011 T-« \1

1\1 1 1

OTO

4%=

0 „0 j -52111531-/ 457 , ed Ladder -LRZ 1 1

9" I. 1

\ I/-

1 .1 , ,1 /LE/ 677.38 4.--192

-- 1

«/Hoist chain recess 1 \ 1

r. Opeang '0 0

<16

S> d* 18" ,Concrete above Ej 668 82 -I ./ I in Curlain Wall fo be I=*LA;2 |2'-2£ + 212"

A ==:d ..2 11 , 4, -0 2 I Ji 4 Deep Grout 0

Class A Concrete 0 r-7

C--

1.

72 22

4of lters\ P=1€ 672 *2 1-'4$ recess -ror 10 C--0 E/632/6 1\

El 612 27 m== Girder bearing h>,Curtain \ \- E/ 63/ 5 6-iZ

El 631 0 6=A 9*

4 El 629 5 * + eJd/e Recess 1 -1

* .5-

Rece ed Yt!1 platel ,* Wall 1

R C--= 1 1

P 128/ r/ \-- L,22/ 0 1= 1-f--1-0-4--4-T r EJ 66882 Y 2 Pipe Drain- -n 1 1 b

Iv [le 223 --* 1 7£7- *=·1=L= 1

9 \C 51ODe i on 12

PF==1 / 5% 1 4

\ 9=S

1 11

5#, 14-51/ -\Lc- , n fl 665 25 _LEABSK-L 11

E 6 -25__443 L 1-L 4 6 t, 0- t> El 6240

==== 1- -- 4-

-APE

16iRecess for removal A-f=

00 3/3 of chain pin 5 0 C-Z= r 1. ' r-, r 11 E/6200 A

01 0 15'-- 38 1 1 DI 'b bl ' Alll

1, P 111 j0 I2 -Recess - see sheet 56/6 It, -1 &- #-11

L-U

111& 1.1 . 1,1 1,1,/ 11,q' *dET 619.0 1 'ltjr.

'Y//m/#5**91181/*16 kM/EOF ABiR-f 1' 4 El 657 0 r*a El 657.0 /0 Ly

168 9,- 2 LRZC- 0 1 1 4 .

8'-8*4t b''t

2,ng bolt RBI 5 5 2'-415'

11'LII 0 1 /6-01

\ E/653 5 NPZ

11'-5"

SECTION A-A

5 65/0 1 r 1

7 El 65/.0 .

-Pter Armsture 1 -1111 .8 - 11-

3-

L-115=--- %!

lilli=,5.f'11-k 7\ 6 ' tor / \5 \ Ef 649.82 AT

U

1 El 648 25 F- Et 648.44 >3 \\\ 1 , *P'1 l-

1 1 \ Cieneral Notes.- 1 Recess for removal - 21,kr' 6 94 \.2 4% Nose

N, 0 4 PISTes--*'% \ \ 4,) All concrete to be c/ass 8, except as noted L.P E/645 5 of chain pin

\ 0 1 6440 -tlf» 75--2 1 1 t \/ U Ij j <<<t E1643 5 * Rol?er (Ncrmath 0. 1.

\ C 1111 4, \\ r A Recesses for Fixed Metal Parts __________40115 jof

\ fxcavahon and Filleshmated 6 6/opes shown

111 El 643 08

\0 ':11 lillib 1,1 h5

1r 11,1 El 640.29 \ 5 640.5.

1 1

E/ 640.61 PT *4

"ll 516 390 33 \ Ili 11 .>«1/

0 11- i\\ /3 - 11 - - -t,', 1 \

411 1 1 111 -I' ri-

Location of Fixed Metal Parts -----4033 \ Recesses and Bearing Details for 6ulkheads __40129

Handrading___ 53/6 \L______- / %>A "1 I

1,; 1 W- 1 lilli 1 ---cror details of liner 0 -1- 1 lili t 'El 635 0 \ Pla+e Recess See A-nature Heat

--Ladders, Nose Plates, ing Bolts,etc.

Electrical Conduits

R _40132

/4" 23' 14'15 Y-9",\ 59" ers-ft_»f»11--- --56/ / 656/2

5* & 56 / 6 k ly / Sheet 40/34 00 'N 1% -_40/1 Details of Poiree Darn

5 632 16 i Steel Reinforcing _ El 631.0 lillil Class A Concrde, Anchorage shown E/ 63/.5

401/4 -"0"1 K /2/06 1:lili l lili errick Stone_ _

Ae Recess ) El 6310 1 0 Billi lilli lili (?8' on Sheet 40)35 1 E/ 631 0 1 1 aE/6295\ / 1,>r \/>SS <> 1 ! 1 - a A

1 El 629 0 -h

\\\ El 629 0 A

1 t' El. 628 0 f \ b -34 115'96«1 le /5/- i !1 8

7232'-0...

- I--3.---

-- *101 / -4 kt-5&-r=51· -ft 627 -5-r--z-1 5##4-_ _ 1 4 r ===h 1110/ 627 0

1 El 626 0 6 111111 E/626 0\ \ L '\ E/626 0 / co A A

B EN 620 0 4

.>·r- -, El 62525 Et 62 L_J S ;1 8,1 rEl 626.0

1 #A / a EI 625.0 L--1 7 '11 1,1 Ill Ill 1 1 1 7 r

E16240 1- -9 4 1 16' ml"T'A f , A.5245-I·__ '*_IES':\.310"A. 349" 11

I l 1!I 11 11 1 1 |1| 5/1 i 16-244 *th --1,,(356// 5/ 624 0

/ ) %0.- -RPS*-k-(-eSS /9r5/re ZRPS7.8,2E_« = = ___-rmzn \ ,»5**rci!t=Illi*;31URI!*liN]IR/IM,*V/=111/1 T1!l/5'V)lf#1*111lt#1Ill1111Ell@El/NIEill//=lt'/lillIENlll/=Illl=lili=11/1.8 ESpfa

Y ·\622. *3711-/M NMEI/}83f1l}51/MlikE'gawl/'fTIM/V =, f 4 j'*> 24 -1-' r. r -2 · rh, -rhrAT-r 1-A . rh ' r'-1* ·r-,5 37--2)270-·-r-4 - I I' BE

6/ J Y J 620.0 ls· 18" 9'- 6" 8,- 0" 9,-6 lE

El. 6/9 0

-1- Steel Sheet Pihnq-*' Excava·Hon Slope 1 / on / 1 r-t D4:

1 1 1 1 1 1 El 6/9 0 3'- 6"FT H I I 27'-0"

MISSISSIPPI RIVER

vii*iii*jijAE#,*irk=,}144,i,=ibp*ilij21AJif=jil'IRI//=ijjUill=j)/j=vi/M//MuM/Mil>t 1 MR »Al=11 11 1 11 1 1, limi 11 Mil l lim lim '1 1 1' 1 tzill 11 Excavation Slope l on !

/8"

LOCK & DAM NO. 5A

10 -U l-U fo-0 /6* C h

' * - Excavation 27'-0"

UPSTREAM ELEVATION DAM

Slope loni Ei 0 PIERS NOS.2-5 INCL.

3816" 24'- 0

DOWNSTREAM ELEVATION D--4 MASONRY DETAILS

12'0 5' 10, 15'

SIDE ELEVATION

lili,ill 1

SCALE· 316 INCH=IFOOT

4 U S ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER,1934

H F. P FINISHED STRUCTURE AS OF AUGUST 1936

SUBMITTED APP,14;VED A

f

2 N H 3-26-35 Elevabon 63*75 Changed to 6350 P Q 12-28 54 Downspout drainholes corregted nJ--A--©k'll/' GBC 12-12-34 Curtaln Watt Prorected Y,ews Corrected SENIOR ENGINEER MAJOi«S OF ENmali5 ,t GS c /2-4-34 12" Graver Added

DATE uhARAC.- DRAWN BY: SCN TRACED BY: GBC CECKED BY; KL M

REVISION 35 D

THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED M - LSA - 40/13-FS

WAR DEPARTMENT CORPS OF ENGINEERS U S ARVY

Class 8 Concrete

A 15-'O"

I lilli IDLE END111111 Ill--211 /111 l 111/11/111

4-14 1 11

4-'1 1 **

/5'0" a li

34 ,- 34 4-3 5-0 , 5-9 lili 5* 1 Of

/ u H

- *I 74 77 2,-Y 3- C 45 M N 3H 7 71 / Ae / E 3",of, Seede+a, 1of Chain 4-0 2/ 5-0

11 54 4-3 , 54- .L *4

-+ *I LBL/6 /6-1 ' EllY..L&?i 193 el I E/ 6620

Anchor Recess El 682 0

7 7 1 \ RLII) 1/ 1,

1 1, 46/4 // RL4- * , JRL4 2'-7' /* it fit * rD 0 r V 8 11 *f N

15" 15" ar '0 4, .1 <re

1 9-0

0 0

1 g r

F .41 _1

:O L

0. :0 f-z.1 , d. ..I...i. ..... .........1, El 677.66 E/ 67766 1 7-" fRLI 1 RLE

,0

RL7-153·RLG 2l H /6 64 R L 13A

U

A V

0 0 4! '"* 1 It#% * Girderl ,fr it'

11.»,2

O'

6> V

AL 5. lilli V :O E/ 675.25

.0 5 675.25 REF- / RLIAA 00/Pier V

14 1 TBI 43 4 ..1

0, 4

RLIO, 3 9-31- 4,4 r,Al *11\ / 3 t:. U ' 1 I-Tm

V V 1:

0 11. E/ 672.27

A \54 p .0 Er 672.27 212, Knt' 1:, AC hai'n :3 60-0 Face to 0, 1:, 1 11 .- 11/

RLS fl V » ,4 :

80-OFoce +0 00r O Face to

0, & Cb 0 V

*.6 1 11%,5 #141# 4 66 rderi _9 44 --4, 41 1\11 * 4 441 44-72,3 **Ol / I al : LVr Face of Piers '21 0: .0

1- 1 - ..r.'r.:..1 -rESS b ' ' t

' /.4 //A k 3' ,7/-, -Qi_-_filmr- timt 1:,-1111 r-1-0 1:. Face of Piers Foce of Piers ir*\+ I fFace ot Piers t.. 1

1 , .0 1

* 1.--T //777//A :4 %*d 7

.'' it, Kil 0' 4 54-15

*1

60-0 Foce to 1

+5 1 1 -C -///-. 2 -IN AN -ALRL/2 811* LA 0 4 RL 9-'/ fi*

1 111'lil 11 l,illi , 0, 1:' .0 11:

r r 1 11.

1,11\.\11111]11] lll 04 '1 1 - 4 i , tt,4

92" k

0. •0

11.

9-Z 9LO I5

V' A

---24- 44 4- 1 : t

O:

L_'

V im it

I ii I ii 1./ 1 I I 4 f " DRIVEN END Ick

4-/4 &. 4-14 , toi lilliLL, i:, 11,74,1 I \X\»NO»»»ililliimhtilt

: ii?14 , 1 <:1 #111

/011 j / 74,1

1 , i +

E/ 665.25 'PN 11 . .0 Jr 2/665.25

Guard Rail V WO; VGuard Rail

/ SECTION C-C Recess- :/., ' IR '//, IRecess -f 1

IO 1 i - -)

1. 1%1-T, t'1

GL45

10 1:.

1.

- 25-11" 13'- 1 Z 11, C itd 11 :., <.. 11 Ill

(1) r- i

1,/ IC{

Class 8 Concrete 1"

11'-8'1 14'-5 11 , :iff[» f.Ki li. ./-1- Iii,4411' .„

76540§PLAN E/ 653.5

ViI El 6535 .4JJYs-ul

Sto 84968-4:Roller Gote In raised position- CURRENT Pier Armoture 10: 1 , PierArmature V

Recess- 1 Recea-_;

45-5

-6 r ---- to --/0 YF -

See Detail of Chain Anchor 11 64824 1-

1: %\X U

,0

Q.

19 k ..1 I ijb i 1 i» i. T..I %\LT<*1IDLE END 1 1 1 1 1.12.H 1 1 ..

1:, f Ct

17: 4"

1 k V

'i l'ij 1 , 1 74,1 6-42 9,-/ 10' -6k Id-24 IZ 2-7#6 1-2"

-15-" ' 1

. 1, \ 0

'4 r-* U Y 4- F \ 1 1

1 .l a1

1 4

9-0 1 t

El 662 0 m 0,1 / /:< El 643.5 / if* ii \\S.- . 17 4 1 Q, \1

-14-1 li

1 El 661 92 '1 of Roller i v '. 1 tof Roller / / f / ..1.616, 1' El ©43.5 i 1 , d

5-1

Pler Armoture- % A i-, , f 4 X,/ A f /.... ' r. 7--;-pl--

1-1 -1 -· 679/6}i-- --2.- - \ 31.-If=*4*21

PA

10 t 11 1

1 i 11 /P V

14/

A

Q' 1:V 14

E

--Vi ift 1 /1 V:'

J =FT I

0 f!*F«- A I0 c -1 \

-03 *1 1 061 J / *41

.//1 ' 1: iii /1 1 1 "

11 \,LRZ 7 1 8'3/

rnE167768>2 A BIO 14 7 \ -t°20 pist,no1 5-1 1 1 . 144 j 1

1 1

./1

Recets for re 06'0 i 'M--6 13)1% 1 Z, )r / ia --. 1 1 1

K < 57636 0 § V**83 0636 3 : 1 l 1

10 r C=1

El 675.25 r \ *f Chain Pin ix- 1 1 2-'27» | z v , f> h.il 636.nt,-9 w -tl aL . 1 7 A-=d 9 17 : V b

:1

. i E\.6%67 77- /... -555{ 1 1 10 14*_ ZI i

\51 .l" _k \ 20"I0

El 67221 /S Ah/fer,n Raised sit,b}51 E/-672.I'2A

1 1

1 5j

\L--------------------

V :V

10 7 #r> 1, V

·92 y \ r--4

12*4 V 42= 9 1 1 10

1 Fi =9 1 El 632./6 V:

5 =Bf/5,5,,/1181 'I ERZ 7 i ezzz=Z/% 2. t3 ** E/03/ 5 E/. 63/.5 El 63/ 0 i E/ 63/ 5 P. Ladder ot * \146 1, 3 E/666 62 ==1=-

7 10 I 9

I 1'4/6295 jh6 e

'\.idle End--3-- 7=1 1 -47 »\ / LR3-1-1 r 1 9--*-r

14 For Robbet Angles 0«Y » · ch 13' 'f ki'62'9.'5 1 ' .- YABS El.629.5 44*' =*0 E/629.5 cO

E 44 i..Pl 1 h»lillill -

V

4 And Anchorage See 010 rg

El 65/ 0

V 5

=0 e -4 / _A--ABS r-: p F :-1C3 Sheet 566 OT V

F/ 665.25 =1

/ 0, 1, --tsr -

1 Ir---, ----1

12 \- 14 12" --

V

AP2_ 7- #j Pier Armoture- . 1 V 4-, ...1 6

ERI V V V e . -/- / /, E\6245=0 0

-Fla 1 '/'irl/BfA

D J.

10 , /4 1 "

V 9 V

/\/2 Deep

-4 1 e A-776_ 3-2 9-0 Ils •* D.

DRIVEN END

2 Der /' /El 660.75 IC to t> 1

A 7

*, *8581 f/656.5 r -1 r-7 i--1 r---1 t-7 r -4 V r -1 rn, 1 1 1 1-' £70200 . rh r r,-1 fri

1 1 rn r 7 r b rn r1 1 1 1 1 1 10 9,1 1/11/11'lilli, 1.4 E/ 6/90 i 'P , 1 tb iii , ip i i 'i 1,1 I f

TB/- 449--os Deep El 657.0 r n -- SECTION D-D n w u- « El 618 0 r /

.3-6 X6, 19Z 1 NAT ll t 11 l I L-UL

El 6540 Y

AA 2

It

-21-11., . 6'- ,/6 -- 8 th 2 SECTION 8-8 SECTION A-A

1 =====LR2 '1 ,__ -7

0' ©

- . Ladder cit Y f_

/17- --

U P El 65/0 01 E

D 1/ 0

Driven End C=42===7 r Chain anchor ege bor1 864625, Of , 453Sk¢SEl 648 44 -H),_L I h.

U

S

A 2 d,a steelrod threaded 1 'f-oi <D lou

0/ -03 /7'»ep -»om Axe t Chain 1 2 60 with 2 std hex nuts

O LP El 645.5 Recess for 0 of pler · ·7 JI

J

8-1 r// A li removal of o er,n Normal position El643 li :''j)\./Pier Armature a ._ 2,264--Alf a =844 i- r Chain Pin \-iEI 643.06 4 \7 7·45,6" i,L'/588C..1

%551 Nt le 3

®0 »jll A ID, *%\

/ 1 1;'156012 El 640 5 (Gate on saddle) General Notes k -Rabbet Angle RLIO1 /1 /

\ L

\ E/6390 a

1. Shaded Areas indicate Recesses +o beleft in Masonr4.t 3.1 4

-L / 1 1 64/ r., 1, E/636 0 for conven,ence,n placing and odjuating i-he

=gies 4-Y 4-3 ill

N.

j \\ V Fi wed Metal Parts.Tobefilledwith Class A Concrete

0 .Chain anchor channel / \ 0

\ -41 4J

AA unless otherwise noted \ 5 @1875# x 210"long

1 1' 6' 21102 4 E/ 634 75 2:lullt dit 4 :

3-6 Masonrl, Defo,6 shown on Sheet 40//3

0 632./6 DETAIL OF HOIST CHAIN V Reinforcing 'shown on Jheet 40//4

£/ 63/ 5 V bilf\\\0>y

A86 ANCHOR RECESS, El 63/ 0

E/6295 - \tk:X Anchor Bolts 4 Robbet Angles shown on Sheets 40324036 Fixed Metol Parts for BateTrack shown on Sheel-4433

' >s*satft,/7U /, S. 4" ACK*YUM&64444*L 12" Deep below El 63/5 SCALE 3/8'= 1 - 0" V Armature Heaters shown on Sheets 56/5, 346

V-LL- r 1.

16-64 =- El %27-15 A*=ti*W////Vh</, El 6405 r ir f

E/ 626.0 CO

E/ 626.0 da<5*P>ZY 625 -------11-4.

U

73/11 lili 1 rn rn rl r-11

E/62465-- 1 1 A<REI 6240 - 3

rh

SECTION F-F

v 2 11

SCALE 36=1'-0"

Class B Concrete

Class 8 Concrete/ /itj//ir1

01 ntt 11 n N-I rn r -1 rn r -1 rn rn r--1 rn rn T-7 1- 1 r -1 r-1 rn \ r-1 Il 620.0 C J 0-3 A - P

1 1 1 1 1

11 11 1 11 11 11 11 1 i it it 11 [1 1--1 It1 t11 -1 r

1 11 11 11 1 1 1 1 1 11\

11 11 1 1 1 1 El 6/9.0 U 1 1 1 1, 3 or El 6180 Sta 73 23 8 -1' MISSISSIPPI RIVER

It=1 -1 -1 1 1 t f 17"17"17"

1 1 1 For Detoils of Liner Plate Recess

V ..4,\4

9" 17"7'7' 17" 9" LOCK & DAM NO.SA

't

-6 see Sheet No 4*34 El 631 5

1--Recess for Jddle Costing E th

DAM

fl I a

L

E Ch 4 9

J

SIDE ELEVATION

0 1 PIERSNOS. 2-51NCL.

U

19 4 lAchor Bolts ABB

RECESSES FOR FIXED METAL PARTS

Anchor Bolts ABB H

Recess 12 0 Ip' 15' A

SECTION G-G SCALE 3/16!NCH=I FOOT

i if U S ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER,1934

SUBMITTED APPROVED A f

H FP FINISHED STRUCTURE AS OF AUGUST 1936

VIEW SHOWING SETTING OF ANCHOR BOLTS AB 8 & SADDLE RECESS 1 / /-1,-=x V

J M 0 131234 CURTAIN WALL PROJECTED VIEW CORRECTED

--·-hpvur \1 >fr--Z-

· CHAIN ANCHOR BAR 4. CHANNEL BILLED

DRIVEN END OF ROLLER GATES SHOWN SENIOR ENGINEER «A,-6-6RFE FEIZN-EERa

6 12-4 34 IT' GRAVEL ADDED IDLE END OPPOSITE HAND

DRAWN BY: DWL TRACED BY: GTW CHECKED/BY AHF,KL M

lk* 0%6]flk CHARACTER SCALE 1/4" = 1'- 0"

REVISIONS

THI S SHEET SHOWS WORK AS ACTUALLY CON STRUCTED M - LSA- 40/15-FS

1.

VAR DEPARTMENT f CORPS OF ENGINEERS U. S. ARMY

Pecess to permit 0 94'- 8"

- il.

15'0" pbcing trunnion yoke »- ,Recess for Poiree 62r6"Jill 14-2n 1 h t. " 7% tu, /810

/-0 /-0 /5-'0"

4 * 1 Darn Anchorage Rolier Gate Sdi- See Sh 40 1 00

15" jr

' 3---1-_ Fice of 7-6

I "

42 )2' 2-3 f A ,4 A. A A, A.

V r V V V

' 1 - ZA4 6), € -1/ 9

(b 7 In /

/ El.682.0

Consfruction Joint / / h 51-8 491 5 C

E 1 681.92 4 lf)

4 /

- - - --* - -..r.. 1 Ej 67992 ---- --- Ii-- --4

Im= f: * _ 7,/R r-er U e,t 6LQ„ / 506" - / *6/ 3'-4" 1 =r -Ilt=-Mn=L/6'-6 1 1 0 6 %

. <Class B 1 6la r.

/ / 2190 0 = 1 El 67788

0, / 1 4 -lIS 4,Irs 41lf '. 12-Tr .3'-7 ". 4. LAI\-*ft- 11

/ / (See Sh 40351 Concrete /, 0, te -- 1 / / / 1.- S '1 =4-Lf2 t-Of trunnion

0 4--

/ 1 '.3 '0 1 'ru ' 41

-D .-

5 4 / 7 pin El.656.0 -------------

001 6Ott , 1 4-

/9 1/ 1 -4 3- /0 I i

0, A

/ -*.1#=,-

El 674231 1

# 11 0, I /1

C ' F- r»S

/ 0'

11tI 1 1 +

L--2 T

[-T

1 LRZ/·

4 --0 4 4

3 -4- 3.

/1 - \ 1....-/. 1 0' cTrunnion yoke 1 \1:2 - -54 U

1 10=-*44* m n 0.

l 5 0 66882

0, 4 8, 3" recess 64 of Pier 1 ak---i-

1 If-6: r -1-T-7 1 4 4 I3 Sta 505 0 0 6 0

1 .

'1< A 4 i Ye X -*K

I kt 03 0

I [e i5 07 -13:6---A -11-I41\ 1 (r) k 1, 1 = =a -1 9CP 1 3°2 Wmur Roly c El 66525 O.

tr! ,, 3 1 '.4

% E/.6645 k El 6645 /1 ,5"0 Openlng _ 10-4 ,6'-6"

(b 8q.)/1

SECTION C-C 1 11 1 OD i-* 00 50 JO .5 0 Opening . El 662./73 ee411 1 1 ¥

SCALE 3/86 ILO"

1 1' l '**31 44P 1 :4 16 1 1-r 74

1 4 1 0 !28

5 :Ill 1 4,/

9 1 , L)?/=84 E/6-59.0

A' #1 4411 4-0 041 4 9 Ill -L 3YS«*2-'419'f 4 f lr--7|-C=L'=a

L,/ \

Ipe Drain /Qi "- Iso '-- 45 C= 0 El 6580

: 22 I P , 4 1' ra 51*

1., /0 4 59 |4tr //5118 '-n'0

2-'31 1

1 1

1 El 6570

516pe i on 12 O-0 ....3, ' -lf:1 -1--41 f mr- E1655 67

--1.4 1.0 \ 865567 i (0 1 ..1

1 1

\00- lili1 Cover pla,te,-4 1 f p 4'% _/518 518.5 C 1 -es= $-

1 1 130"r-----------------------_-___1____1____ L.---

(3)- 4

4 b 4 4

4 -------- --

--- '0),L________--- -r--------------- , lili 1 k

2 4 AA £A A A. S 65/0 5% p -4 4 4 - 4 *4r Y

2-0 El.6510 V %»46 lo, Construction Joinis Tainter 'Gate 51# -See 511 40/18 - 1 1,1 'LZR.3 d 6

L- 1, a

1,

- CURRENT

PLAN

SECTION D-D 0 Iii

'% 1 £ a

\ U

Ub SCALE 1*=110' 1 lilli1 ./ YN 27-0"

1 01 T Y

56174 1 , ,n

45' 5. 11'-2a 10-9 6-kil -i.-

.*4'

0- U

-1 .-1 -- 1-:rd# t //MAI'lliall' Handrad Pjats - See si;3FF' rj..., 8'41 |7L4" /9,-82- /024- p u//oirLH-aan u„ tio-, 7,'

/76360 ,A i 15-0 rri

: El 6360

15' O"

CD

, 18,1 916" -6,_ 4'0 "& 7L*" , 1 0-0 1-11-/5 10-4 11 Joint See 5% 4605--L :11 6 'S j k 5/ 6820 r-1 w- El 682 0 : 14. 64

. Sr

El 682 0 -J ifji

6" El 6325 ic 1 1 4'4 El.681.92 / IL 11 1 El 63/ 0 El 6310 -- El 63/ 5 a

1 17' -T:Out 1 4 A

:7---T 1 04 El 6295 t- 1

1111111 --- 71 cons/ruchon 1.

0 1, -- - -- -- 5 ---- *1 -1 1 // L-

1 - - 1 5/ 679/8 0, R=.\ 0' rut

//6292\ h

11/0" 9t6"

45 0-U040'1 .- 2 1

0 r' 6 1 .L-1 f E/677.88 ji - r Recess /or Grouting =,F m 2710 l i , 9-0-1 » fl 6275 3-k

" ... 2

S-..ail O I5

0, # of Bearing Plates C Class A Concrete El. 626.0 1 1 00.

U

2*

\ j V. lUS 78 1 u "/above Ef 668.82Recessed Ladde, lr'i \00\. 1 I'0 Il 6240 4a, A#, El 67429

-4LF-17+0

(n F' »-1 \Ro//er Gate Side 1 L Fl·-1 ,/ TTF

111 1 94 -1

El 672.27 1 ' 6-- L"/ H N

/0 I 3/6 1 Nk>. U tff-r 87«'11 | Ins '/a

AS 7/ (Li 1 4. LJ_ -1 3 4 %£/69/*lie/1

El 674.29 111111Ilt=}illtIlMilMliIlMiltglli=iliENII»*Mlit=lillE=1191180 \1-<

4 : \ 1

M-AP3 A []--1 & c 20-4.( - 7' rlo 1 -1

*61 .-8 rl r-1 . rl 1 [--1 , rn [17 rp ' rn [-1 1»

YI?

-1 1 1 A 1 IX ---+A P.3- 11- l

L-1

\ El 619 01 1 1 1 1 : 1 4.'690 . d' . ; 2 2 -----Ill--

6/ 668.82 0 \ r \ 9=4 206% 1 \ ---

J T E A -1#77rt V/<-690 1 llI El 66882

Sta 505.OC 6 1-1-j-* R

-I r \,1 /40 711*1111-i ' /1/Al -R/77MglM fy r 11 1%'* /0 l, 7-1 1 00 /\ \«0: cio 12 Pece55 In concrete

\ /0 erl 3 .L A

IL --A 85 '1

/10

V 4 aeep.

-C" 1 El 6180 Steel Sheet Pihn

\ |, 644-4 -2 3

-AP2 \ I2 U L LR2 UPSTREAM ELEVATION

4 1*

0'1 YN#)

r*si Concrete- 1 E/.,664.5 \, .4

0 \ \ '1

SECTION A-A

\ /8, \ 1 7

/5-35 \ Trunmion yokeSECTION B-B 11" A ecess 1<

\ =" t, approk·0"xS-6'x 2Trunnion Yoke \ 41 q'

0 See sh 48/3 / 16 *Il- n39.- Ef 6580

.*D

41/OZ Sf OZ 210"

El 655.67 \ w

\ Ring Bolt RBi /6

\ El 6 57 0

4 , 4 Trunnion\ E/1656. TSA-68- t 1 General Notes ·-

0 -Ringbolt RBI

NPZ Common Excavation & Derrick Stone - See Sheet..________________40//40/18

210 ', 0 2

\ 1 lo \ I. L *-s;

L /5,¢·''. 111 +-*\ 1*lf:* 7>18"A Bo,EO Reinforcing____ _ _-__ -_-------------- -- _40/17

' El.651.0 E/.65/0 14-RBI E/.65/. O 1 =

Recesses for Fixed Metal Parts of Roller Gate__________________-____40/15

U P El 651.0 1 N j \

\\ \ ecl' Recesses & Bearing Details for Bulkheads__--________-_________ __40/30

1/AH

LV

51_Sk·' -1 4\t> 25 'GL' Recess

/4-- \.-0 ..0-11 [LF \ k h NP4 Ladders, Nose Plates Ring Bolts,Anchor Bolts &Plates_______________40/32

C \ /648441 Class A =11 \

0.-- 1 Handrailing__--_----_------------------------------------ ----

0 \ \\\\ Concrete -See 0%

Location of Fixed Metal Parts for Tainter Gates_-_______ .-40/38 C-= L P El 645.5 \

\ 'TA 83 -->k ,1\ Sheet 40/38 '-4C Location of Fixed Metal Parts for Roller Gates___40/15,40/34,40/35,40/33

El 644.0 \ -,f

0 ik A ,1 /5-/02\ 1<1 \1 \X _-_56/6 56/2

. f \\ lk-k {/ Electrical Conduits______________

LR2 ' , 40 U 00

1, 45'-0 |7L 6" 7 r04-3

6'-0"_ 15-'0" 1 1

11- 69"

53/7,53/4

For Dimensions not shown on Roller Gate side of Pier- See Sheet____40/13

6 -'4\ 2 8,1 ' 1 j 1 i /49" 1 1 %\ -Ul /8 For Dimensions not shown on Tainter Gate side of Pier- See Sheet____40/20 '11 lo

6 C 0 111 1 11 0 41 1 i TA 64 0 Construct,on Joint- -- ..- .--. - CJrl I

\- - 10·74,4

/5" 216" 2 9% U Roller Gate Girder Detail_______________-_----------------- -53/4

1 F "

-0= 91 \ 8 636.0 \ 0 ,# -Derr/ck Stone

< 6LO" 00111 El. 634.0 4j j i

1 6 --i i4 1 li fo 20"42T 2012"\ *-1 1 TSBI 01.7.

, 111 El 6355 ·-4 »- 48+4 '- 1 Ef. 36 0 \

Service Bridge Platform___

El. 6340 -- | ----- -- _5317

AB/4 9 0 Steel Sheet Piling__-_____________ L> 1 1

El.632 5

El.63/0 1 £-1 631,5 ,/.<

1 E== / fl /1 21 A--- --%-7 A,04»»»

Armature Heaters__________ _____ ________56/5,56/6

4i6"1 13-3 111 lili

----=e-Z El 636 89 Tainter Gate Girder Detail__________________________________________ _53/8

__40/4

AN Concrete to be Class B, except as noted Monot,th Elev=tions,except 55 noted 5hown on sheet

\ El.631.0 11 t>

11 \

/t Cover plate 40/36

E16290

2710 " 65

\ 13 ,/--Saddie Recess MISSISSIPPI RIVER

17'-6" ti'

L r Class'A' Concrete

-Class A Concrete

\ E/.627.5

L-_ EEE 11 r --

I

_1_1_L_i_I__R__L

---- ,_18" <--Excavation Slope loni

3.6260 78

L J LJ

r-- El.626.0 3 LOCK & DAM NO.SA1 1 1 1 j

-1 L_ -EL_23_0_1 1

A .

L __20 F 7\J Or 7 rn ri r r 7 r 7 r 1 ri i ---El '62575 51 rl

L__--_--_______l____h 1 1 1 40 G' 1 11 ! 1

-- 1 ___im 44Excav Slope L_ _ _ fl-62-45--- 1 1 1 11 1 11 11

1 -- EZ 624.0 rh 1 11 11 111.11 1 1 DAM 0/ / lon/ ------ I\Construction Recess for Poiree

+f El.622.5 , ----- --

04+4"2/2/'4*PR/7 "dir·f*' p* 7%- 0 1='64'411 7- jr+P./1 +42 - 4 4 /

I 74 4,Jr· R E-AkE-1 *fM- f- -+

4--- --- -----

PIER NO. 6 - TRANSITION

Joint r f€%'rt?+T- 1.,1 LE! 4 -- Dam Anchorageill #5*tri El. 6 2 f. 0 rl

E- 3, s 4 =f*6,= er Nff#k#afruefMH, r-7 r El El rn rn rl rn rn rl El rn rn rl ' MASONRY DETAILS rO LEI 623 0 w

---f<7-,'of------------ZII _/8_ rn

El.6/90 L.4---1-4 -f 1 1 11 11 1 1 1 , ' i 1 1 '_*Ril -triope Ion/cj tr) ry)

11 1 1 120

----00 0 FOR REFERENCE ONLY Lit I

10' IP'

7t0 10'0.' El 6215 , 4 / iar#71113ZTimmm:'7885.& ,;ReSSSOFEJER-wi SJMMENJJ J.JA·51#6wfkd#Lf*-*---THEI),TE=3*6*4-1 rn¥*v«me,gK El 618 0 tb

(D di SCALE 3/16 INCH=I FOOT

2710" 0 q.' Ld l.p 2

-P

S U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER , 1934

23'-0" ,-216 16*" r'/8 LO 36LS - J-0 /9t0" 14'-2" SUBMIl TED, pOWNSTREAM ELEVATION

APPROVED: A

HFP FINISHED STRUCTURE AS OF AUGUST 1936 4-fo /21'8"

SEI\1106 ENG,N: ER ,/1 MAJ*, CORP17 ENGINEERSRWT 12-12-34 Curtain Wall projected Vievys Corrected RWT 12-4-34 12' Gravel added

DRAWN BY,DWLBY DATE CHARACTER

ELEVATION TRACED BY, DWL,BB SHiCKE[BY KLM 38 D

REVISIONS TAINTER GATE SIDE OF PIER

DACW37- 82-8-0006 7 oF 9 THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED M-LSA-40/16-FS l

HfR

K W.M.

BY

2-2-35

2-2-35 12-4-34

DATE

This recess to be made -in Piers No's -7-9 & 11 -- 3'-3".

see sheet 5310 for

I =2

Construclion Joint

Consfruction Joint-

Consruclion Join t 15.

41 Ii

C

LRZ-k

LR411

4-V

5'- 0"

C

0-U

\/6

5'0

LA4-1

LRZ

1111*5.

It 11 .

8'-0 n

Ring 801/ RBI.

r

I5

El. 682.0

El. 674.29 t/.67/.O

El. 658.0

E/.655.67

El.653.0 t/.651.0

El. 644.0

Construction Joint r El. 636.0 1 El.635.5

El.634.0

E/.632.5 4 x it *4 ..4 76275 _-> 2/1.627.5 r-1 r -1 r-7 r-i '34...4'....r:-0-"p

11 1**.tfdfASM f/6263 El.625.5 .

El.624.5

Slope I on I Slope / on I 16 18' 30" 3-cr 3'-0" 3-'O" lo' 16

/810"

DOWNSTREAM ELEVATION

FINISHED STRUCTURE AS OF AUGUST 1936

Dim.corrected to 3-Cat Derrick Stone &.3-01 - Ring Bolt Bulkhead Recess dimension cornected to 15-2 &202 Plan 12' Cirovel added

CHARACTER

REVISIONS

1 1

A

L.2 Z76455 A

Class A Concrete r r lx'

Class A Concrete-

Trunnion Yoke 48/3

3tt

T--

612-

CYJ

- 21/04

3"

9- El.627.5 r- r-1

-2,6"

Ring 801{ Ral.

4f6

El.6

El. 633.5

11 11 It Il

18" /81

/0'-6"

20: _/2.

r

L

LR4-

1\

LR 2-<4

ch C/ass A - Concrete

Constr. Joird

84<

5'-/4 wl t/.68/.92 nia *

6/ass A

IS-14

r Construction Join+ 4 of Trunnion El. 656.0

Construction Joint Drain Mole in Trunnion Yoke.

Anchor 80115 TA83 & TA84.

11 1 0 of Tainter Gate Struts.

. (Gate supported on Bill.

51-1 36*52'If'

3"

21'- 9 4

0-4

4.5

( 4 of Sill Beam

Rece

_11'- 24 ck of Service Bridge.

6-/a

45/01

APS* ir Concrete. 6

3, in concrete* de x K deep -ir

18.

6-/4

L cr

*LAA

\LR2

\-,--Class AConcrete.

f--- Construction Joint.

TSA 6

A, tn 12"12" "4-U

6 636.89 -=r=zd-ll,r

/1635.5 -4' 2

- 7581---*4*-Anchor 6olls AB /4

AP 4-

r- r 1

8'-8A

U q) q)

L

3-'0"

H. 6342 Sheet Steel Piling El 630.57

- r-7 r-i

' El. 62..§ , 11 1 11 1 f/.628.5 r-7 tz 627.5 88M'*? -4·:# ·,4tl,,lf'144 4:1#-4 1·2,-i',Ilj-,1 -,t.19'4;:iiLTli.:iSN8**!;W39'hi,4n1 1 r-7

/3 Spaces @ 3100=394)" 18// 252/0.

4'-6" 24 4-J

Key 7 --1-

30"

6"

Keyi k

-7

A

33-' 0"

L

* of Aer 9

Si# -See Sheet No. 40/23

ELEVATION

43'- 6"

210"

PLAN

20taa

Construction Join t--;

r lilli

/4'-5

L-U tz

Z"

Mj

-04 l\.

8-2 W c to C of 6irders

,-Si/1 8earn T58/.

Ke L__3

L Construction Joint

Csill-5ee Sheet 40123

10.

t l

19-' 0"

3-'0-210

V f Ring Bolt RBI *

NPl

N j j /Oi 31

NP3

UP El. 651.0

El. 636.07

El.63501

Derrick 5

Slope

0 E/.629.0 El.631.0

1 1 11 1 i/.628-0

, 3'-3" ,- 38" -fO'L-/8"

8'-6"

8t60

Ring Boll Ral

3'-6" 3'-2"

-* of Service Bridge.

6"

A

E/. 68/.32

El. 674.29

EL 6570

tone lonl

El. 63/.0

910" r

»<Construction 5 Joint t/.63/.0 ligirfEC"/,"""?, r-7 r-1

11 11 11 11

Excava ton

Slope loni

3to" 3

C

C

C

C la"

U

0-U

1 1

-1

3i

CORPS OF ENGINEERS U. S. ARMY

Construction Joint r-Ring 80# ABL

-») Nose Plates.

Construction* Joint L r-7 r-1 1 1 1 1

1 1 1 1

1 1 1 1

9 1 Ii=1 1 :mil lk=111*111 Mll i=1

7'6

UPSTREAM ELEVATION

A

9'11 FS_ Excavation Slope loni.

General Notes> cornmon excavation and fill estimated to slopes shown.

Derrick Stone shown on Sheet No. 40// Reinforcing shown on sheet No. 40/2/,40/22

Accesses and bearing details for Bulkheads shown on Sheet No. 40/31 Ladders,Nose Mates, and Ring 80/8 etc. shown on Sheet No. 40132 Fixed metal parts shown on Sheet No. 40138

A// Concrete to be 6/ass 8 except as noted.

Girder end Uandrei ling details shown on sheet No53 j10

__.s CURRENT

MISSISSIPPI RIVER

LOCK & DAM NO. 5A

DAM

P I ERS NOS. 7 TO 10 INCL.

MASONRY DETAILS

12" 0 S IF1 1

SCALE: 1/4 INCH = 1 FOOT

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER, 1934

SUBMITTED: APPROVE

SENIOR ENGINEER MJOR, coi21 OF ENGINEFRS DRAWN BY; J.PM; B.B. TRACED BYi B.B. CHECKkD BY; K.L.M.

THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED

M - LSA -40/20-F S

VVAR DEPARTMENT CORPS OF ENGINEERS U. S. ARMY

206'0"

ql) Special Note.-

Dry earth -fill behind abutment shall be placed not sooner than0 0

\r?- \07- 15 days after hydraulic fill L 5 Hydraulic fill will be paid for as

* -e

CO 1/

Embankment, Dike: see sheet 52/1 N

Hydraulic fill behind sloping wing n walls shall not be placed higher than 26-4" 46 - 0" 1 -H 0

7016 of height of wall39-0 63

4 / Sta 755 27 C e-'Steel Piling to extend h

00 0 25-0 beyond Concrete Sta -149 5C Top El.652.0 /[

12'- 0" Expansion 18'-9"

0 e *LON - e Joint 5'-0" 5 ® 2'-9"= /3'-9 f Expansion 631. 09- 1 1

30 El·39 Expansion C[3 4 26> Joint ich G

Joint Sta.741.OC f/. 664.0 <8' Concrete slab

63 6 0 a3

Outline of Keys ««=/Ai«-alliwit,9 Sta. 738.25 C R 8

El. 630.5 431.

V at 4 Expansion k A 1 1

(3) Dry earth fill0- V r 5lope l on 4

61 6/ 635.5 1 1 Joint - .0 fLC) L< 1 KL E" j 1 81/L655.5

JU 1

8 ..-----'K-Upper limit of

1 0 4

33-0' , 540%".61/4' *, 8f44, = El. 6530 Ch 910"

-2 4 6'-6*' 1 r i-,1 Hydraulic fill

\26.

U R El. 651.0 A

90° eJ 10 ,3341 41 41 11 AC/op AConcff 90° CO V' 1

I

EL 650.5

4 1 7 1-r 1 I 'V r d lon V

8%04 2 1 f...I-

1·-u 0 Kt i 8 , 4. Tqi-z/rey 1 d for 1 Vi 1

41' ovl

1 .

1#1 0 A;

1121 600 .0 EL 645.5Vt, .Ill

BL_L 4 50! _ '11 jOI \ 1 -N

T- 4 t> .' -4 0- /5 " , 12'- u 5-0 1124. ,1 41 1 41 , 5to 7/9 5 C 1 ' , 54 -84- 4 *--1 D / t:

001 1 L-

3'd t El 640.52 Fi 30' 5,/d' 4!/(f §21 | 11 % EL 6360- 17 1=wl S

CO LL

LO --7 6'-1134

----1 j 2<)1 r

Sta 7/4.0 C

L-£ --7 A k y-\. 63.5 Top of Piles r , Derrick 5tone 9

El. 635.0

R

Et 635.5Construction Joint-,' ,\ k rr Apkn 6-I Slope lon I a 5 iN 1 E/ 6320

0 2 0 e -7--/ 'H N i * ria,j

14. d= 12" 6ravel , 1 1 6 ' :,v=;41/A' 5.6293f/2 2/ *M Vit

Qi %1

U || ,1 Slope 1 on1

5 0 k

6* 0-* Z 4-1 E-© Z Sfeel Pilin n C*&» 41 0 2423"

52-'0" 48-'00 43 4220'1 Gh 66LO" Q

*Si69 0 SECTION B- B

724 See sheet 4020 for 5..5'0=

Q) 0- Ck 1/

21-' 6"

PLAN CAnchor· Bolt spacing % 2 u- 8'-0"_2-6' 4@29 " IlLO' 5'- 0" to es' ru ry earth fill

Typical outline of Keys 0 0

1 - CURRENT at 36' Expons,on Jojnts I'

12-0 24* 6

2% rSiope lon 4 El 664.0 &6 Concrete slab fu in Win --

V 9L fDry ecrfh fill .N ///

El. 674.29 <1 r*r .--

12 fo" 3-4 + , / »lope lon 4

EL 650.5

1 -0.652.0 -El 650.5 V

Dry earlh fill / / a 'liu \ 4- E/. 673.58 a IF=- -------Upper limit of Hydraulic fillVilv ---

I U (t of Service BridgeZ-V ,/1 A, -- Upper limit of 1 1 17 ''

8 L 1 V

11 1 6/ 645.5 5ta 52.58 EL 653.0 .--

--/ Upper hmit of 11 1

RIAU

V Z/.645.5 Hydraulic fill 644"- , 8'-44" . See sheet

A 87 A 87 4rd Derrick Stone , 11 1 V Hydraulic fill u U Derrick Stone- V

V

/ 53/10 for SECTION E-E E/.650.5

SCALE -L«_ ' #

1 IV El 6405

12' Oravel-1 9 1 Recess -1-0

El. 640.5 3" t,# H o Coarse gravel V

2 V Y

L R Et 645.5 V t1

Ej.6340 EL 681.92 61 121 4 1 q f //682 0 &1 Ct .E over 6" Pea gravel V El 645.5 E/ 635.5

El 636.0 C /4 A

96--r-- -_1>'. 24 <-El. 629.5 Top of Piles V

V 1

V' f-Slope /0,7/ 6 1 1 \L 24 V

Fill44W 4'/W 1 k V E/.63/.5 3-'6' E/ 640.5 j , - E/ 632.0 r- T-r-T-4 r- Slope I on I VIr

Slope jon 1 '=fljl:* ' I 0. '1 tlitl / 10 A E¥F--1-'-1 --rT-'-1-f*: O/1

18 <% El. 673.88 El 67429 30° n n 7 -1-, 11,/ EL. 67429

Slope l on / 1 5 b '19'/1 11 El El. 6275 6/ 635.5 El 635.5 Vll=LgJzr/44 6

- Steel Piling J ao 661(155 W Concrete 64 : El 632.5 V

M ill El 6710 -4

216" 6'-6 " 9L64 /8' .<1

JO

-.Ii./.. I- 180 V

SECTION A-A

4 &RBl above El. 67388 APS /F U / D 629 0 " F1P V V El.630.5

EL 627.5---

2 ' al 5-/04; +***" *-LR 2//,0 'i--

\2\ Se 12" 12" 6 rav e 1 ----*PL#wm V lope lon I

RAD ,_ 7-1-1% rl V r, r-1 9 vr, A 9 r, tT A il n SECTION D-DEl.664 0

1 , f\ 0 El 625.5 ,- 11 Fill *u.'3.4o.!_1%4% ' '1 6 u 4*' 7» 4/#.//-A2*

Recess in concrete--\\\A lot-11" i 529Ir.*, .0.044,11

/880 H.W. EL 658.4 12 w .dexN' deep 31 1

El 6590

CO

t" Slope lon 112" 0„ - L 2/

U ..c U -c bh 4 4 - 0 41

E/. 658 0 Steel Piling-jm 18"- 1 18"

475 A El 657 0 -...

2/ 6555 8 of Trunnion Pin El 656 0 . /9+dS -. E/655.167 S 655.5 r-- ------ --- ----------

27'0"

El 652 0 51 6'2' R - ------- 4 .-

1 U-lRperU!_mit__of Hydraulic fill 1, f 1-4* »--Clop-* concrete 1

2 /2- / ,7 UREI 65/.0

-5 / -i- -E-C66307-------1** - ET-6-556-/,',,/„,El. 650.5in 1,41_/1 Stop Log Rece55 - El. 652/2

E-7 i i - --

---* Recess for Emergency Bulkhead. %,, - ,«TAEl- IS-163a' -- ------- --z-fl./55/1/5,---L ------a 647 0 1 "1 1 1--/' 1 1 SECTION C-C

*--FT-1 *1 YA' 6>//4' S/-,--* SE/ 645.5 1

,,I/' // 645.5 L R El 645.5 l2l

3333: -----------

-I

111 41 0 54* of Lift Cable TABA 6445

El 64175 1

111 Sta 43.818 10'·6" 12'-3" 4f6" 6'-0" il'-0" S -11

EL 640 5 ---

/ 1 . El 640.5 FOR REFERENCE ONLY

1 111 nl 54;" 415" 2' 4' /2" 2/5 1

El 636.0 1 111

El. 635.5

I n f< ¢84:9 -> i a 633 3 L

1 Ill

EZ. 635.5 11_1 E/.6355________-_______

1---S' 3--1 MISSISSIPPI RIVER

El. 632 0 rl rl r, rl r, rl L

TrTTTFTT TT-r-r-1-TTT-rT-FTT-T--1-1 Class " A "

\ // 6310 concreteh -El 6545 v 4 6340

El.6325 ,r El. 631.5 1

V h 9 9 El 633.5

El 6325

V TV TT TrT-T-FT , FTTT-T-rTT-rrr- T-TTTTT-rrr-TTT 111,1 i r-Tl I, /*4 Y El 630.5-)- _ LOCK & DAM NO. 5A -- -4-- :tif

1 1 1 I I IrTF--7 -6I-dsY* concrete 6/6295-1 ,[ f. Vff62.0 TRI 3 r 1-Y rl rl r-1 rl m r-, rl rl rl rn rl ri r, r, ri r-1 r, ri ---h

1-ilillilli-1-111 1-1-11-1 2 6270-t\-1- V g / 1 1 DAM i /,, ' 1_-1]J J U J u L U U U U U U u U U 1] U U U U U U U UIt 11 El 6275TTT-rTTT 1-TT-r-r--r T-TTT-TTT- -7- T-TTT|

11 PIER NO.11 - ABUTMENT

Steel Sheet piling /

EL 625.5

Construction Joint Note s - MASONRY DETAILS

Common excavation and fm estimated to slopes shown

12"0 5' 10' 9, 28, CD

t'

ELEVATION

,I,,,, 1 l

Pile spacing shown on Sheet No. 40/7 SCALE: 1» INCH = 1 FOOT

Reinforcing shown on Sheets No. 4027 and 4028 U. S. ENGINEER OFFICE, ST. PAUL, MINN. FEBRUARY 1935

Recesses and bearings for bulkheads shown on Sheet No. 40/31 SUBMITTED APPROVEQ Ladders, rings, bolts etc shown on Sheet No 4032 /l

Fixed metal parts shown on Sheel No. 40/ 38 H.F.P FINISHED STRUCTURE AS OF AUGUST 1936 SENIOR ENGINEER/ MOR, CO-RI?5 /OF ENGINEERS

BY DATE CHARACTER All concrete to be class'N except as noted 1 REVISIONS DRAWN BY: LHF TRACED BY: P Q CHECKED BY: KL M 57 b

DACW37- 82-8-0006 5 oF 9 THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED M-LSA-40/26-FS

WAR DEPARTMENT CORPS OF ENGINEERS U. S. ARMY

rL 4-it a % 861 Beorn /Zx/2@65 '%"

V

9-il ''r e% \ fl r45°

1|L_LJ /8 6 4 -=0

ID I L

V it ' . iv, v v1.4-25 V 2 . Jl V We/d4 . \*7.

11 . 4/4 r =m P.* iD

2 2 Ml

-IN

1 , vcr) '1 .

' 3" A -1

6+0 43.61@ ck Lifi-Coble ir

-- 1 19 Ki -1(U 1, it -

1 11 CO

IL__· J

11P Ir--.1

Il t P k/1 11 ff« 1 •1 1'

Q; 1 11 214* 7 :1 t of P, er t5

I1 1 0 r "

IIi 6'-44" 4 1 " 3-79,4 Il *4

'it . I. PLAN OFRIVER WALL PIER NO. 1 11.

21 11 <1

UPSTREAM EMERGENCY BULKHEAD RECESS 0+ If1 i. :

!11 :

{01 11 <3

1 11

II

<1 1 !1. N! 11 CO 2

1 !1 , 111'9 ;

1 It.

-...0CURRENT

,4

><i 11 111 . re i. 11

111 3 3"

(1) 7. 9 Ir'-1 11 i.

1 '1

9 , , lili{ =6 2 -I .':...... 11 11

1 f toi 11 4 <1

'6 [.1 11

<1 61400 4+17 rli> 76' 11

XY

V N El 651.0 Q,! H

El. 656.75

UEZE L - Y4 Ckof Pler '1 a

731 11 9

PLAN OF PIERS NO 2-5 0

00 9

9. <21% 10

UPSTREAM EMERGENCY BULKHEAD RECESSES 17 '4

01 1: k e 9 '. 9 '001 It, IiN

- 1,11

: 9 N r)1 11 · 00 3-7 , 01 : 11V .A17 0-'9k.)

V 7 51 1111

2 : A. 1 11 ' 1 11

% 7 ' 884 11

1 3 »1

9. 1.

k Jrl 11

N. 1 11 P, 4 Jr j It

.. II..

d N. 1 11

9;.

A 1 U 11

6'-44 elli 'I 3'7" ll

E/657.0

Y . 4. 1 11 lI

15"-_2-4

E/ 65675

0: 11 2 g:t *- * .

9 , cr 'L f Cll ii'\ a a l b 9 '0) 1 11 \.. :

1 9 1.11 ... 14 -IN1 11

N 1 11 to 0 1 11..

3-7 1 ,III) '

V -IN

V V 1 IMr0) J

% 4, 4 +

0 : 9

.. e?

R) V

L _10 9 10

KI

1 9 <: 1

V g , 0

N t

V.:

4.E:Ell- ' e 9 g, MI Wire Mesh @ .50*/0'

"*12"* 65*42519" 9 Ch

Welded to Beam

V n V

SECTION B-B

'' q 3 '1

" e V

SCALE - = 1'-0"

25'- 9

9 9

CO A,

V

•· 9

Q)

V

9. REINFORCEMENT SCHEDULE.

, El 63/ 0 9

NO 1 WT

(D MARK SIZE TOTAL

V .. REQD EACH

V

86 / Consists of n '' 9 g '9" 2- 12 x IZ 65*x 25 9MI 3 48"x 25 515 464 a

4- M 4'x 4" x fx /310" e P

V 9 9 862 Cons,sts of:

Total 464 1-12'*12'I e 65* A 252-9"

V r V Includes reinforcing for Emergency D .

.. t SECTION OC Bulkhead Recesses Piers 11-05 /ncl

BULKHEAD BEARING

'9

V · r MAKE IMARK BG-2

V

STRUCT STEEL WT 1674 LBS

e ..

%, 0

7 .

El 631.0 General Notes.

1, 1, 3.-L

V 9 V At / Bolta 4 F x2 0f. V V 9 'V 1-I" g Hd *Hex Nut V · . 3-1 V

Spocgr 8 4%4* 96 *\*54/ .

-2'4" 15" MISSISSIPPI RIVER

01 0, 0-L"

1 V V· lr-*-r 0-04

W

7 LOCK & DAM NO.5A

6'-44 V

V DAM

1 SECTION A-A 4.)

V 00 v P: - -IN RECESS & BEARING DETAILS

BULKHEAD BEARINGS 2 EZEZE#-

2 ROLLER GATE BULKHEAD

(r) 2

MARK BG-1

V

MAKE 4

12 6 0 4' 8'

V' //

STRUCT STEEL EACH WT 3877 LBS Ml WireMesh@ ,\ SCALE· 3/8 [NCH=1 FOOT V

BOLTS FOR EACH WT 11 0 LBS .50%' Wekled fo Beqm

_1 450 U. S. ENGINEER OFFICE, ST. PAUC, MINN. OCTOBER, 19341

15-61

SUBMITTED; APPROVED:

SECTIQN D-D

SENIOR ENGINEER 1!AJOR, 06PS OF ENGINEERS

H.F.P FINISHED STRUCTURE AS OF AUGUST 1936

BY

SCALE 4- = 1,-0" b

DATE CHARACTER DRAWN BY: GTW TRACED BY,GTW CHECKED BY; M G

REVISIONS

THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED M-LSA-40/29-FS

H.F.R

BY DATE

a r

A

1-22 r---a

1-0.'

MARK LR3

FORGED STEEL

L

O d

1.a

1 4 j-

U r1 18

Y Y , 000- «\

For top rung only

LADDER FOR CHAIN RECESS

2-

'SRry

MAKE99

WT. 10 LBS. EACH

.4 al D

18" PROJECTING LADDER

MARK LR I

FORGED STEEL

4 -41

2-f-Dia.

4 /4

SECTION C- C

2" Dia.

RING BOLT

MARK RBI

FORGED STEEL

S

MAKE 22

WT. 57 LBS. EACH

CHARACTER

FINISHED STRUCTURE AS OF AUGUST 1936

REVISIONS

SEE MCCLINTIC-MARSHALL CONT. CG[9032 SHEET 12,2,10&11.

MAKE 48

WT. 11 LBS. EACH

i

A

Y

Y r---

A

V

Ir

PLAN

c LR4

-1 fLRE

ELEVATION

A.6

V

LADDER AT DOWNSTREAM END

TAINTER

MARK LR4

FORGED STEEL

/2 «

/7 r

PLAN

r-LRL

PIERS

MAKE 28

WT. 6.7 LBS. EACH

L-Rd-2 17

LR 27

ELEVATION

RECESS LADDER

MARK LR 2

FORGED STEEL

. ho/es

A P3

MARK AP 3

MARK AP2

ANCHOR

CO

0)

A V

MAKE 486

WT. 8.5 LBS. EAQH

for ia.holes A85

V

PLATES

STRUCTURAL STEEL

MAKE 32 EACH WT.

MAKE 20 EACH WT.

A P2

24.0 LBS.

37.8 LBS.

El. 657.0

Rough

D

T, 423" 45 /1·412

Ti r

I 2

-0

-D n

SECTION

N

El. 682.0

/8

PLAN

E/.665.25

ELEVATION

LADDER AT IDLE END IN TOP

OF ROLLER GATE PIER

MARK LR2

NP3 or NP4

SCALE: = 1-0

Std. Cu+ */asher

FORGED STEEL

NPI or N PE

MAKE 85

SCALE: 1= 1 -0'

NPBorNP4

ABII

NOSE PLATE

ASSEMBLY VI EW

ABS

A

EEEfj.

8"Thread

E

EACH WT. 8.5 LBS.

Anchors

<LR2 for \ dimensions see de+a i I std O.G. Washer-

51 e eve-3

2'- 3 ,161

6+d. sq. head and Hey„ Nut

ANCHOR BOLT

MARK ABIO STRUCT. STEEL

21/2" STD. FNPE SLEEVE

CAST IRON O.G. WASHER

/11 /1 1

A

Std- sq. head and hex. nut

BRIDGE ANCHOR BOLT

MARK ABS

MARK A 87

222" Pipe S leeve

(6+d. O.G. Washer

MAKE 80 WT.23 LBS. EACH

MAKE 80 W T. 12.9LBS. FOR EACH

MAKE 80 WT. 6. LBS. FOR EACH

<ThrEad Std. sq. head and hex. nut-

ANCHOR BOLT

MARK AB 8 STRUCT. STEEL

11/2" STD. PIPE SLEEVE

CASTIRON O. G. WASHER

STRUCL STEEL MAKE 80 WT. 18.6 LBS. EACH

STRUCT. STEEL MAKE 128 WT. 14.4 LBS EACH

A rr)

MAKE 80 WT. 8 LBS. EACH

MAKE 80 WT. 4.9 LBS. FOR EA.

MAKE 80 WI 2 LBS. FOR EA.

MARK

MARK

C i Dic. holes for enchors

NPI

NP2

CORPS OF ENGINEERS U. S. ARMY

pr--

JI 4 A// metal.f" thick

TOP PART

C LASS A CAST STEEL

MAKE 4 EACH WT. 277 LBS.

MAKE 5 EACH WT. 287 LBS.

r

TAINTER PIERS

ROLLER PIERS

11 -+ 1

Dia. holes for anchors All metal thick

MARK N P3

MARK NP4

LOWER PART

CLASS A CAST STEEL

MAKE 8 EACHWT. 281 LBS.

MAKE 10 EACH WT. 279 L BS.

TAINTER

ROLLER

PIERS

PIERS

5 Dia. holes for

Bo/+ing to forms

SECTION A-A

TAINTER PIER

DETAILS OF NOSE PLATES

MARK NA

SECTION B-B

ROLLER PIER

44 EIG

1 'Dia.

ANCHOR

STRUCTU RAL STEEL

MAKE 126

SCALE: S= 1-0

WT. 4.6 LB. EACH

LI

6g t L

BOLT

MARK ABII MAKE 81

SCALED 6'- 1'-0

h

WT. 0.78 LB. EACH

MISSISSIPPI RIVER

LOCK & DAM NO. SA

DAM

DETAI LS OF PLATES, LADDER RUNGS,

ANCHOR BOLTS AND NOSE PLATES

IF 9- 9, 4, 9

SCALE: 1 INCHES = 1 FOOT

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER 1934

SUBMITTED: APPROVE[*

If

SENIOR ENGINEER MfJOR, CO»/ OF ENGINEERS

DRAWN BY: R.W. T. TRACED BY: J. T. N. CHECI,ED BY H.J. R.

M-LSA-40/32-FS

D

WAR DEPARTMENT CORPS OF ENGINEERS U. S. ARMY

'1 4.

9 8L4" i apT/2" q • 4 7 9 L A rt

V 9 W -9 I.

Face ot Pier 0 1 V (\1

V V q V

4-70 X: -, 9 'T 9 9-4 =Libq El 082. -2

I.

ER//u r ta==Fe..1 Y

V i, 6 '

1 11 A

IDLE END

1 1 El

9, L V $!31

0 A ',3 E z:z: V

A 2

.L 8- of Roller SI t 3 if 5%9 0)

\ t;

-1 %. i /5" V TBI Bolts F- rj 1 11 :6*

V P 99 r 11 0 3 6

*1

6-4 r' ll- 9 V V

V V V k V

1, /

V 9, 0 V g

9 V 17 En 4t- flver Idle'19 CO 0.) -I---1 LL·

V 9

9 , IF V C Y LO %

t._z«232-72©Li==i En \ rk'lvl

V

--- .4 7 001 V

' en

--fl

9 (11

TBI \

Drlv 52 V

*'14 , 9 »31. V Corrosion res,sting steel plofe r,veted C\1 \It tv 21-1 T

/m

V. to beam w/th countersunk nvets 15" 21* d>- \

\0 TB'

C V 11 -1 -7 -ZI

5% g

9-/ . V -, - 99- \

21" -v 311 - DRIVEN END 9 1 03 , c rs- w r

\ foce of Pier

Uk:E< J-r

Face of Armature-' Face of Pler-/ J \, 1 -urNAU--X

r. 3 12" 1- 0 -I.-trl»y) »»Corrosion rests+Inbolta * 1 I ®\E V V'

0 E

V , 5 --IVT 9

15.'16 4 r -

/0 6, 4"

1 N Z.

6-4 V (\1

SECTION E-E

V S 9 90 , 01 01 SECTION F-F

1 \\

, r U.1 u-J

\\ DRIVEN END ONLY

SECTION 8-8 Freof Pier-J \\ DRIVEN END ONLY I , 444 Tel . f-T--0D of Pif-r. El 682 0 \

I.. - r

L____J N U-

Ct - < 1(6 -g 1-----4 q 1 4 .

11 t q 1 2:119 1„ 1 11 1 g

7'-5" gd-41 -9-6 1 7-6 f -1 .j

E-----Ii - .4 Q1 r 1, / \2 1, 1 15"

I D 70 Ch7 5 4 -5

5----1 1 q g C \\ \ Z U.1 Z

V

- J

C)

C - S \\ \ i.

8 1 do il\€ C-4 -nEl 67788 I **I --- & -1£01k / S \\, \ L 1 C " 1/\

' 9 f , 1 1 L V ,\1 \ 7% Dia Holes * *1

15" 2 '\J, I * TE Dio Holes - \

V -1 (Il- , -\8

1 1

-1 eL

Z V . 1 i

1-

. f/e/d« 1 #1 Drillin 01* f

43 Drillin field« · 11 5-2-=4 /

0 , -0 % - 0

\ q 11 Ul to -0

1/

El. 675.25 ' =En <1 1 9, \ -51 g 1' Cl f TBI 0£ U

C

-r

LU

i

BJ L____|

1 L SE> ,

(1, i : ' -/16 E----

--r Ti' m +524#-t->- \f1r M 4- L1 . r \5 3 /2 ; 9 1 C) f-tb-Ro//er Raise Ct q -1-,\\BJ

E/ 672.62 d Pos,Hon,- to c -@ E

El 672.27 --- A f

9 \, - 0 \\

//1/2 n % -0 ZO \1_-_ZIZI

----r v 00 \ a -

ERI ER 2

..f' 8 j -3[**0 4:\ 35\ <0\ 8___-3

'1 , 9 L r\00

'6 - \ U 0 L /-1

1-----4 ,00 1 1 f\ C C 4- \ - P-P-*.IP....." FlAMA re V tj-f=EE=Z- - C--=-21 t Z4

C o uu \ E HEC, 1 IUIN WA 1-< b

M

O =A )\ \032-=r, M

Cj \ : e,1 41------1 ER 2 driven end n b k %

0,1 r

0 t. u V

I, -lk ·

\ MARK ERI MAKE 30 WGT 20 6 LBS EACH

CO : 2 un\* tm====1 c ER I idle end CIOS -Cht- TBI _

\ MARKER2 MAKE 30 WGT 286LBS EACH

V U

42==1 0 n \\ ...»23

0 \

'i £ 0£ STRUCTURAL STEEL

0 , Oct

SCALE I"= 1'-01'

cs <1 1 -% »,4 ' 0 V L V

G =

X X V

Note 1 0-5--tr --\Aj --\ 2 -- QU <r)

=0 r--4-5 El 065.25 \-9 1\1

\ 1

U n 1

1 03 CO

V -e€-q Erection Bars ER 1 and ER 2

\ 1/2 5"

IN \

9-<54-n & F E and Brackets TB 1 are included I i 'Holes -Drill

V V

O 00 ic:*- In Steel,Structural,Miscellaneous\ in Field m On

Item No 25 B

L =OJ =,-00--» *IN

E =0 355&:f-?r- 90 ''3 04 g 9 4 A:=Weld -1-

N 0* 01 U

\3 U

,-<Exe q

4 TBI CO

kL in CO Al

O 1 U 0

0 0 Z

-cu %\CP- C 1, \

QD

' 2 KI r r //r CD CO

0' g

9 " leo Shirrl.7 Z X 6 97- li- --

1,6 -19 0 for

X

CO

U \ t

CO

BJ Z

C 0\*

-r

0 813$ - 1 101 ---51

9 -- 0 ed --, .= 4*,L ,I -Tel \0 62 L r- 6--dD c r --:rs -* V_ u n \E

\ 4 Y Cut and Bend, 4 9O 73 In

E-9)

It 0.1

,I

4%/i Ce

CD <1

L_

Q.)

V /0 / ,„ -Of-IN'-'153 \ 1 f re -92500' -* 4. j

.0 1 U /6 f Weld Weld 11

1 1

-- 'DNE -, -cn

' O \,--S-J I 0 L 5'*3"x fx 813" 9 =S

0 *9 9:r = Al- /

7 U/O'-6 m 4 C V. · = >< -IN.

-4/1 fBi A' 9' Ch

\ d e 11 r* 73k BJ 9

-- g

V \ --PJ

g

9 JQ 04 - Ch <3 <1 0 ed

//R -0

% BRACKET

P -69 edCO

9 5 638.

0 Ii' zo 2-24 q

-- 20 I IE 1.

V

-7-FLAR#

en\* 3 '1 STRUCTURAL STEEL e //5,1

=(9 , \CS-Pr-

El 038 0 64f 62 £1 03615 LZ* il

Z 3L6* MARK TBI MAKE 70 WGT 2 431 LBS EA CH

L

95-9 5'-9 =o

<1 C

-61 e AL3 SCALE *= 1'-0"

1 1 --» >2122 g

4-' g

E/.646.5

C.J 4- End V '1 Saddle Bolts' 9 gu L 0

BJ 4-Bt 44-

C)

JI b Dnven d 9 -

..Z En ecessfo AB.

q 1, Co q El 646.46

CD

n

.% idle V

7 0 0 <i

,-99 04 £/ 645.5 831·

5 sh/) oted) . R5odd le 0 of Roller jf

-C ./ CURRENT

-A hdandos n

-/0 =0 S m q B C El bend 05 V q 111

CO -co / cn Normal position 0 g r.0

1, g 2/9- 48'-05" Qj C , VIdle End (Opp

El 643.06 -84 1

' .co V /643.5 *4 :g 0

Drive, . U 19Of \0 ,0 /1

1 0, n f

Flhah -- 1 - -2

2 <-1. *- 81

<1- 24*15;ITIELL--/ri5--0.Jil------1-0: to'' -£9 _B---

-Recess for Armoture g Hea +I ng Unt b ven

2-ER2 · p fl

End show25'6 R concrete 401 rrlweilitit.0./.1 EL 640 29 9- -..<E/.640 5 T-/-4--4 g i . a L---L-3 „4 / \113 --- -

LD ¢\) < -*9/ 33 fIE--4 -2 / 31-1 === 1 -1- 6,14 R <* ofRo//er 22 MISSISSIPPI RIVER oil i . 9 19

4 % v 1 / 1\3 --t=KEl 638.5_s_ Jubmered position

L.4 ZY TZ -

V

<9

LOCK & DAM NO. 5A

4 \0 0- 2 El 636.37 L 3ZK 32-Ky- _L_L-1-

A 1---&436=22-/EE . 1 11 \*0 5 thorance E/ 6360 1

-el P 7 " 41 *t--28 x & Anchor Bar DAM

9 1 1 6 ziloK 15 . 248 .46 for 3/7/ms V

4 Y TBIJ I1 - -- 1 El 636.75 'Po 9 V LOCATION OF FIXED METAL FOR

A 6 p \,Bejms 3fx91 440 # V 1 V

--1 r-'

CO 2* Anchor Bar 3 f#%

ROLLER GATE TRACKS

-- 3*-i Anchor Bar- -17" 7" T 17" 12" 6"0 4' 8'

1- - L r 1

V Ill J

.Bi32 .

1 11

V-af-6' /0-3 i. 9 m.* SECTION G-G SECTION H-H SECTION G-G SCALE 3/8 INCH=I FOOT l .

O-3 25 9 U. S ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER, 1934

9 1 AB-8

BELOW ELEVATION 64308 ABOVE ELEVATION 643.08 BELOW ELEVATION 643.08

SUBMITTECDAL, APPRolED,\CS Jodd/e- 32 Gkout DRIVEN END ONLY DRIVEN END AS SHOWN IDLE END ONLY

,9 1 _ f- ispgO9 / :4 1// E/@ 3/.« Y SCALE -=1"-0"

311 . IDLE END OPPOSITE HAND

-----SCALE f= 1"-O" 4 SENIOR ENER 6 , MAJO'bRPS OF ENGINEERSSCALE 3-=1'-0"

M.F. P FINISHED STRUCTURE AS OF AUGUST 1936

V 7.

BY DATE CHARACTER SECTIONAL ELEVATION A-A DRAWN BYI KKW TRACED BY: GTW CECKED BY· AHF

JCB

REVISIONS

64 6 SEE MCCLINTIC-MARSHALL CONT C E 1905 SH E 2 &£3-CONT CF 19051 SH 20&21 -CONT CE 19051 SH 22

SEE MC CLINTIC - MARSHALL CONT CG 19052 SH 53 M-LSA-40/33-FS

SEE MCCLINTIC- MARSHALL CONT CG 19032 SH Il

7/2.-2 If

Y

-1.

VVAP DEPARTMENT

Re

A r 11,1 J-li

111- lop si jr

, i , /,HR26 0 3-H<2 A 11 Y 11 I tr.T --1 0

Down

-1

/All Railing Fittingsj ar\«85*% - *.d·»4% · Agi

, .-B5 1 H/i'2 \\

... 11 I. K- : 49.

fHR 2A b c>- qt·> 4 cil e

P 1

4.

JOL/O"

H.F.P. FINISHED STRUCTURE AS OF AUGUST 1936

87 DATE CHARACTER

REVISIONS

SEE MCCLINTIC-MARSHALL CONT. CG 19032 SHEET 16AB & IBBB

k

A

98---7---7 C Ill

1 1 1 1 1 11

1 lili ¥ 1 lili

»»\Std Floor F/ange Anchor with +KS" Ig. exp. bolts.

PLAN

-HR28

r.1 El. 682.0

E

31 3"

SECTION A-A

HANDRAILING

MAKE I

MA KE I

PIER NO I

MARK HRI

MARK HR2C

-4001 col MR' 1

T--2-T--7-- 1 ·711 1 P I

1 11---r- 1 I1 1it '111 1 1 1 1

Cl

1 It 8"

D

T

'5.

r- r.,fl

V

A

D

7. C

Threaded pipe cap

4'-10

Angle Flange Anchor Yvith *'k 5"ig.

exp. bolts.

2-HR27

sheet 53/5 lot- C -61

J.

Bevel flange3 with >Thread flanges2 hole3 for 8 bolts

(/ to pipe

\4

4 Moles- tap for - 11' e dia. cap screws for 9"

Bottom flange. Drill 16 dia. holes forlop Flange.

1-& x 5 dia. C.I.Companion Flange.2 A lip -

Ey ' a

, a

/ 1

' 1

1 , r rHOO rr)

1-

MR3A

/-1' Std. Pipe

.k_

V

PLAN

HANDRAILING SUPPORT-'6'

SCALE 311--0

/7-11

6'- 61

All Railing, Fittings, and Posts T' Std. Pipe

'r ., fE L_ a

A

-: St

A.

ELEVATION

HANDRAILING PIER NO. 1

MAKE 1 MARK HR3A

Std. Pipe Threads

1=J l

2" Std Pipe--4

3,1=*25-

V a

_n

E

J f·

7-/--/7 / 1

/ 1

1 1

I , 1 , 1 1

6'6

HRSA

El. 682.0

\0

A

H R38-

CS

l

D r.

7f

-13

VO

\0

K

\0

41 0 5 hop cotter pins

- 4 Holes-tap for 5" ,.

scia.cap screws.

for Bottom Flange.

LL: .

Drill 16 dia holes for

Top nange.

' f r '..Ey

- d

HANDRAILING SUPPORT-E

SCALE 3= 1--0

rn

2"x 6" dia. C.I.Companion Flange.

,-a

V

CORPS OF ENGINEERS U. S. ARM'f

General Note:

For Masonry Details of Pier No.1 See Sheet 4018 Mandrailing MR4, MRS,HR6 detailed on sheet 40/42

MISSISSIPPI RIVER

LOCK & DAM NO. 5A

DAM

HANDRAILING PIER NO. 1

1' 2' 5 4 5

SCALE: 2 INCH=I FOOT

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER 1934

SUBMITTED.

APPROV--------

-dEN fOR. ENGfN - R MAYOR, CORPr YF EN GfNEERS 68 DRAWN BY, S.C.N TRACED BY: R.E.F. CHECK]fAv. KLM, M-L5440/37-FS b

Y

M.4

A

-Bouna l

WAR DEPARTMENT

H.F.R

BY

-Bound t

4 Trask Base _

El.664.09' thickness of gravel roadsurface on earth fill t

Sta.897.92 C m'-G Concrete Roadway €" Concrete Curb

U

A yi lo

V .

(h v

A

- »15=:=101< all intersection of

(B) fl 0oes o,/ s/opes 4 c Ste. 749.5C

<4-Y-

O

12 Layer of grovel to be placed under derrick stone from Sta.749.5C to 30.42.08

DATE

CURRENT

FINISHED STRUCTURE AS OF AUGUST 1936

CHARACTER

REVISIONS

58.824 346

.3C

Earth

Sts. 903.60 C \

45Ld'

El.664.0

Floor surface

Rai 15 6

41'-9"

4 41

1 Spaces @10,-0, S+a.719.5 c

J3' Thickness of

12'-0"

22'-59/'

Floor paved with concrete blocks 8"thick. Expansion joints between blocks; and between blocks and adjacent concrete surfaces.

PLAN

(6 f

SCALE: 1'= Id-0" jo

Fill

77'6'

70'- 0"

12'-9" n

39'- 0'

84'-O" n

35 -9

548.908.52 C

6 5f

LL_1

IT-1

1-T-1

F k l O 9 r

A prow. Ed,e of CB.&CLAR. 20adbed Shoulder

Slope l on 5.5

Rip-Rap

X

6 6

//9 49(y 1 j

4'Thickness of J 0

Derrick .50one 5/. 634.0

67'-6"

Storage Yard El. 664.0 y i.til·:iii.)1'.4,;,95·,i.

Earth Fit!

tB

.1.

q.'

/0

CORPS OF ENGINEERS U. S. ARMY

r c 719 0549 .'V.

41#f f r*,7 E<.60.9 110*liE{1li=111 'EMII&54"Euved"mill

S m e x

SECTION C-C

SCALE: 1'=Id-0

A rox. Ort "=11==11=At=lim=/1=1/

,Concrete Blocks to'-o'c to'-o" # 8 El.664.0 12" Rip- Rap

Am/ © Gravel

- ,2 i Earth Fill * 5,5-Na+Ura! Ground Surface 'L.RE/.645.5 mim:"9&11=11/Mi/E=1/jw"Milw"Wliaa"RY"Mlimll=116Nilgill=111i#*IMUM//8=111WJIM"Mlimilm/18=iii li -111"=Ilm

__-- EL 642.0 *'

12 'Rip-Rap 6" Gravel

U.R. EZ.651.01

SECTION A-A

SCALE: 1"= 30'-0"

No+e:

Top Soil Excava+ion will not be required under S+orage yard.

6 Grave!

1€ Rt p rap 2-'O" Derrick Stone

UREL€51.0

E/.664.0

'' ji .

0.

90to"

El.664.0 49" Gravel

Slope ton3 Earth Fill Embankment inal

SECTION B-B

SCALE: 1"= 2010"

t

*ilik=.

1710-

Eli

U ofRai hil=DEE#

MISSISSIPPI RIVER

LOCK & DAM NO.5A

DAM

5/.660.9

GENERAL PLAN OF STORAGE YARD

10 5 0 1,011.,/!/11,1

SCALE: I INCH= IO FEET

U. S. ENGINEER OFFICE ST. PAUL, M[NN. FEBRUARY 1935

SUBMITTED: AP,EBOVED.

L:si 262<99/------SENIOR ENGINEER MAJOR, FORPS OF ENGINEERS

DRAWN BY: JNG fRACED BY: GBC CHECKED Bn M G

THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED

:E

M- L 5 A-40/39- FS

70 D

Summary of Computalions:- Cornponents of Resultant:-

V (Longitudinal) - 8,494,900 lbs.

H (Transverse) = 1,328.500 /ba H (Longitudinal)= 930,300 lbs.

Eccentricity> Transverse = 2.16 ft

Longifudinal - 3.88 ft Center of gravity of piles 45.87' from upstream edge of per Maximum corner pile loading of 30 tons has been computed about a diagonal axis of approximately 7° from lhe longitudinal axis of the pen

This gate seated PKj »

BNH-4

WHr r

Average load on piles / in this row 3 Tons

Center of Moments rl

W i5873

Y

W i

JI

V

DOWNSTREAM ELEVATION

r 7

THIS VIEW SHOWS THE LOADING WHICH

WILL PRODUCE MAX. TRANSVERSE TIPPING.

k

Section f El. 668.82

L..P El.645.5

El. 682.0

This gate in dry.

-- Bulkheads and Poiree Darn in place.

Section 2 El.657.0

Section 3 E.l 651.0

Section 4 El.63/.0

WH

58.ction 5 \ fit. 6/9.0

27 Tons average load on piles in this row.

K-WHLE-

24 Tons average /oad on piles in this row.

Poiree Darn -

Maxirnurn corner pile /oading 30 tons-

1, A

Za H o near side ofpierPoiree Darn r-1 1

H.F. R

J.M.G.

BY

12-12-34

DATE

Pl/th.a

7 rl rn rn

UO

Er. 626.0 rn r

(U

ZnH r rn r-

FINISH ED STRUCTURE AS OF AUGUST 1936

33.5 TONS CHANGED TO 3OTONS IN NOTE.

CHARACTER

REVISIONS

39t6

94'-8"

PLAN

ri rl r-f le- rn

SIDE ELEVATION

1-Ro//er Gate Sealed

'i

El. 631.0

THIS VIEW SHOWS THE LOADING WHICH WILL PRODUCE

MAX. LONGITUDINAL TIPPING AND LOCATION OF RESULTANI

LL

23LO"

Ernergency bulkhead in place on near side of per

I.

PV£4

El. 624.0 r 4-

M/£2 r7

, Bulkhead

--,/CURRENT

11 1 r -1 r

1 1

WL3

U.P El. 651.0

WHu

WIND

CONCRETE

OPERATING

MACHINERY

CORPS OF ENGINEERS U. S. ARMY

TABLE OF FORCES

FORCES USED IN TRANSVERSE STABILITY

SUBSCRIPT DENOTES SECTION ON WHICH FORCE ACTS

CHAIN PULL

ROLLER

REACTIONS

BRIDGE

REACTIONS

WATER

HORIZONTAL

UPLIFT

WATER DOWN

BRIDGE FRICTION

MARK

W4

W5

OP

CV

P1

P2

Wl

ZnV

Tnv

Zav

Tav

BI

WU

WD

F

P3

P4

PS

OMI

OM2

WH4

WHs

WHG

TOTAL

FORCE

12600

10900

12600

300000

963700

1158800

736700

3036800

3050200

45000

45000

134000

42000

51000

24000

18000

349500

100000

500300

802400

58400

2464800

872500

35000

ARM

56.31

43.89

35.00

29.23

71.00

13.50

13.16

13.36

13.41

13.43

13.50

19.17

13.00

16.90

8.19

8.19

18.81

18.81

19.00

8.00

17.91

6.16

2.51

12.08

8.68

50.07

REMARKS

WIND PRESSURE

20 LBS. PER SQ. FT.

OPERATING HOUSE

OPERATING HOUSE

145 LBS. PER

CU. FT.

SEE SHEET 47/ 3

11 11

EST. COEE OF FRIC..21

FORCES USED IN LONGITUDINAL STABILITY - HORIZONTAL

WIND

HORIZONTAL

WATER

ROLLER

REACTIONS

CHAIN PULL

WLI

WL2

WL3

WL4

WHLI

WHL-2

WHL-3

WH[_4

WHL 5

WHL6

WHL.7

WHLB

WHLg

Tn H

Ta H

CH

ZnH

Za H

33500

25600

187500

500000

277600

202500

98600

36100

351400

29200

22900

259000

44000

10000

10000

52000

58.10

35.00

70.88

18.67

18.67

8.33

2.41

16.83

16.83

4.70

9.38

8.65

22.90

50.73

22.90

50.73

67.74

SEC. 1 & BRIDGE

40 LBS. PER SQ. FI

WIND PRESSURE

CRANE AND CARS

SEE SHEET 47/3

FORCES USED IN LONGITUDINAL STABILITY - VERTICAL

CONCRETE

BRIDGE

REACTIONS

OPERATING

MACHINERY

CHAIN PULL

ROLLER

REACTIONS

WATER DOWN

UPLIFT

OP

P1

P2

P3

P4

P5

BL2

OMLI

OML-2

CV

Tnv

Tav

ZnV

Zav

WDL

WUL

300000

963700

1158800

736700

3036800

3050200

355000

127000

45000

45000

134000

51000

18000

42000

24000

872500

2464800

57.50

51.46

46.89

42.25

47.52

49.71

30.27

22.07

52.88

64.38

55.36

66.36

5 SAO

66.36

45A7

48.20

OPERATING HOUSE

SEE SHEET 47/3/ 1/ It

General Notes:-

Hydraulic Assumptions:

- Full uplift over entire base is assumed above sheet piling and below poiree dam. Between sheet pi|ing and poiree dam pressure is assumed to decrease uniformly from full head to dry side of pier.

Shaded diagrams represen,4 hydrostatic pressure al r= /000 lbs. per sq. ft.

Transfer of load thru keys into sill and apron has been neglected.

- ly' ·

B Tons average load on piles in this row.

ORIGINAL DESIGN DATA SHOWN.

THIS SHEET NOT CORRECTED FOR

MINOR CHANGES IN STRUCTURE OR

EQUIPMENT AS ACTUALLY BUI LT.

MISSISSIPPI RIVER

LOCK & DAM NO. 5A

DAM

DESIGN DATA FOR ROLLER GATE PIERS

10' 1,5'

SCALE: 3/16 INCH = 1 FOOT

U. S. ENGINEER OFFICE, ST. PAUC MINN. OCTOBER,1934

SUBMITTED: APPROVEOt »t_

SENIOR ENGIN 1(AJOR, CORESOF ENGINEERS

DRAWN BY, B.B TRACED BY: B.B. CHECK66 BY, W.z.L D

M - LSA - 40/A-FS

HAT.

R.W.T

BY

Operating House ' Sheet No.41ll

Assembly Operating Machinery

Sheet No.472 E/.682.0

High Water' 1880 El.65.4

EJ.65/.O

L.F? EL 645.5

EL 626.0

IJ,

432 .4:.

Poiree Dam

·· r 1 , 12\\'0_14*, 4-*54!j <6 1 It 2#24 /\1 1 IS. 111 *Ti -h -h«in " I

<I

4 El.677.88\

E/.679.18 j -

\ 120#er 0

G /8'-06"

R

1 \ \\ I e in-on EL 672-8 2

P j I\

2-r:...+

1,it I

5.'/*

Libi

U.R El. 651.0

6-1* r--Pier Armature r

D

-- rEl.621.0. b ' m [1 _ fl]_ _B [n [In:.k[Ni.:.:11]<,ofh:-EFEA-::i- j::*,£Ffi11r#T 't- I.t./

- lA-lWl>2SP»'Z*)1%**?;*ij

12-4-34

DATE

f/. 6/9.0

SECTION_ THRU DAM AT ROLLER GATE

FINISHED STRUCTURE AS OF AUGUST 1936

12- Gravel Added

CHARACTER

REVISIONS

SEE MCCLINTIC-MARSHALL CONT. C-1905 SH. ED[2,13,14,15.16,17,18,19,20,23.24,25.26,27&28. CE-1905 SH. E 2&E3.

CE-19051 SH.I,El,9,10,11,13, IS,16,17&22, CF-19051 SH. 3.4,5,6,7,8,14,18,20&21. CX-1905& CE-19051 SH.2, CX-19051 &CE-19051 SH.12.CE-19051 & CF-19051 SH. 19. CG-19052 SH.51, 52 &53. KERLOW STEEL FLOORING,CONT. 12482 SH.At.

h rs;.' t Rolle-rGate in Normal Position El.643.5

_.:»164¢5.25 E/.625.(*2;

r

[f) q.)

U er, E

»- Adjustable Sheave

4-Ft il fa ,\1111-61 4- ri h--- ---kSulkheadin Carry» Position

El. 631.0 b .....*0 .

..·- b ..

. A ..

b , I p ' , . .:- 25., 4-El.626.0 9 .........1.]11:'.' -i'11;..'...1.]..'...Ill -ill- i]'1 81 8 ili P 1,1111

Bulkhead Picku Device - Sheet 58/7 Estimated Weight - 4,580* fmergenc Bulkhead -Sheet 381 1 Estimated Weight - 52,175*

CEI. 657.0

CURRENT

r

1--j

E

1 -r \L

D d

.It j

P

-r ji

H

/ 5' - 0"

1 mr

Z- 44.

2. p

P

/9 P

:: P

Fr

D P

5'-0"

18 L

D

4-

D r n"

-4

--t

=ZI,

U

-1

.1

P.

:-U-

F

Base of Ran El.681.92

P.. D f \\

1L

El

It ss» , , - /-1,110

_11==*z__1_«.L_

L-___L

80'- 0"

1 1

-Lic)'-idf'l'»---+

It__ J

1 1 lillfl flfl jillflll lil ili litill lilli f_

-L

_LI

UPSTREAM ELEVATION AT ROLLER GATE

_1

El. 631.01

88'-IO-2" Overall Length of Roller 6ate

1.L

-L

-_f

4 -f, 44-it

FOF REFERENCE ONLY

MISSISSIPPI RIVER

LOCK & DAM NO.SA

DAM

ROLLER GATE

GENERAL ARRANGEMENT

SECTION AND ELEVATION

6, 1,2, SCALE: 1 IN.= 6 FT.

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER, 1934

SUBMITTED: APPROVED.A

SENIOH LAGiNEER MAJR CORP*/ ENGINEERS DRAWN RY, B.F. K.