LD4 River Wall Reinforcement.PDF

BY

i-

WAR DEPARTMENT

A

36 Spaces @6'= 18'-0" 4.j" t##*tuN

YZ Fil

PLAN

SECTION A-A

V

-LYS

GATE OPERATING MACHINERY RECESS

Substitute bar ,*

CS for (3-here- .

See Typical Section-Sheet20//2

0.658.0

, DATE

f

Y e n n Inl

6'-6" n m tt n

N

J-u

/-0 1 / 1 21 r Ki -cr I m n

D n

MAIN LOCK

n

PLAN

P

1 0

-E/.648.0-7-

R;

LI 1.645.0 -/' rl ri ri r, ELEVATION

RIVER WALL DAM RECESS

SCALE: 3/32"= 1'- 0"

FINISHED STRUCTURE AS OF MARCH 1937

CHARACTE R

REVISIONS

m

P

E/. 672.0

Min. /2' 1

L. P El. 660.0 . < f

Z

(n

CO

m

1 Dia. pipe (gciv.)

End of pipe flush with face Plate to be flush with face

See detail

LOWER GUIDE WALL

STA. 369.OB

E I. 672.0

M in 6

El. 653.0 t

See detail -.:

Reinforcing in this space to be the same as shown in sections

" .P'and"Q"- Sheet ZO/12 d-Uj£-0 E-U

Eli 672.0 h

' 60.0

El.646.0

2f6"

I.

D ETAI L "W'

SCALE: l'= 1'-0"

El. 672.0

U. P. El. 667.0

See detail '4

DID

LAND WALL

47' -3-"

1-3

Ill

1 1 of concrete.

UPPER GUIDE WALL

STA. 578.OA

STA. 344.5A

STA. 2245 A

STA. 104.5A

STA. 8. SA

STA. 63.5 B

STA. 135.58 „

All pipe & fittings 141 Dia. Galv.

For location of pipes see 201.

PIEZOMETER PIPES

SCALE: 1 /16= 1'- d

U 0 81-12"c.toc.

81-6"c.toc.

A 14-

C3- 12"c.toc.#

J-U jo

6*

TYPICAL SECTION

520,522,526

SECTION A

/i

:U

USE THIS REINFORCEMENT

FROM STA. 303.OATO STA. 283.OA

Alternate bars

B I and 8 3-6 E.toc

U

-U

Alternate bars

DI and BIG- Sc-toc.j

L

£30,532,533 |

U

-53,55,66

SECTION D

l0

A

W

P A3-12"c.to c/'

1 | 814-/22.toc.

C.toc.

538,546,555

SECTION B

A

Y

22 Spaces @ 2'-0"= 44'-0"

PLAN

MONOLITHS 85& 94

MONOLITHS 89&98

39'-/O"

I |Ezi i

AS SHOWN

OPPOSITE#AND

1 1 1 GMI

19 Spaces @ 2'-0"= 38'-0

PLAN

MONOLITHS 86 & 95 AS SHOWN

MONOLITHS 88& 97 OPPOSITE HAND

1 1

29'- 9 5"

1 1

/4 Spaces @ 2'-0"=28'0

PLAN

IVIONOLITHS 87 & 96 AS SHOWN

DETAIL OF STRUT REINFORCEMENT

SCALE: 1/4"=I'-O"

ABc, Aad

6" c.to c.

0<-»-4 47&12"c. to c.

,£14-/2'E.toc.-;

'--c--Bic- 12"c.to.c F

::r- C 1- 12"c.toc.

- A,c-IT'c.loc.

THRU INTAKE OPENINGS

3 - 62,; 625, 62 f 12"c.to c.

wired to B 16.

USE THIS REINFORCEMENT

FROM STA.397.5 ATO STA.332.75A

SEE TYPICAL SECTION ON SHEET 20/12 FOR REINFORCING

BEYOND GATE RECESS WHERE SQUARE CULVERT OCCURS

*XCEPT AS SHOWN IN OTHER SECTIONS)

l/)

Bl,Bid 6"c.to c.

C 1-12" c.to c.

SECTION C

I l

ABc,AB d 6" c. to c.

-538,546,555

ALTERNATE SECTIONS B AND C

BETWEEN STA.478.OA & STA.428.OA

BETWEEN INTAKE OPENINGS

A9 G )A9 b (557 12"c,toc.

-b (579

1/-4 _z--f

SECTION E

USE THIS REINFORCEMENT

FROM STA.273.OA TO STA.232.OA

AT TRANSITION BEND BARS TO FIT CULVERT

60 .

BAR

8-8

8-9

8-/0

8-11

8-12

NO

REQ'D

6i

T

91£

Sta.253.08

E

U

5.338.08 v * A 4

Sta370.08

U

C 17 -¥

C 42

C38

-L-L L

CORPSOF ENGINEERS U. S.ARMY

For additional re-inforcing about tainter valve recess see sheet 20/22

PLAN

SECTION C C

PM VA

85h r (17 r 89-12"c.toc.

C 89 V/-87

554 55/67 4 62.toc C 17

86 (24

12"c .to c. C 22

/C30

C 89

-r-

C 17 -4-35/. 35/a55-12"ctoc.

SECTION D-D

TAINTER VALVE RECESS

(Brs marked 89 extend to A Sta. 258.58 on/y.)

IT' \*89-/Z"c.toc. sfg. topgbo<\ IZ"

26'- 0"

Sta. 326.0

IT Q-11-12'c.toc.stg.to -11

EEFfEBtEblt£

IT' 0-10- 12"c.toc.sig.+oplbot 12"

4 A

Y

Sta.278.08 A p& bot for8-'0

Sta. 338.08

REINFORCEMENT IN SLAB AT LOWER END OF MAIN LOCK

REINFORCEMENT SCHEDULE

SIZE

34N +

LENGTH

28'C)"

29'-6"

32'-0"

2840"

BENDING DIAGRAM

Straight

WT.

EACH

42.06

44.31

46.56

48.06

43.31

Toial iweight

FOR SLAB AT LOWER END OF MAIN LOCK

For reinforclng on this sheet but not in above schedule see sheets 20/13,13A,138 613(

TOTAL

WT.

13647

I 257

15716

10394

44,337

SCALE; 3/32"= 4- 0*

MISSISSIPPI RIVER

LOCK & DAM NO.4

LOCK

REINFORCING STEEL-RIVER WALL &

MISCELLANEOUS

5' lilli I 1

SCALE: 1/8 INCH - 1 FOOT

U. S.ENGINEER OFFICE ST.PAUL MINN. MARCH 1937

SUBMITTED: APPRO)ED

--PRINCPAL- EN-GINE« - - M,06 ,661@' -fflaiNEEFU DRAWN Br. H.G.R. TWACED BY : G.B.H. CHEEKED BY: J.A.M.

CONSTRUCTED M-L4-20/12-FSTHIS SHEET SHOWS WORK AS ACTUALLY

ZU