Reference_Drawing_M-L6-78-401_(Downstream_Control_Stand).pdf

PDF 983 KB Posted

Attached to
LD 6 Joint Sealant Repair Federal contract opportunity
Solicitation number
W912ES19T0103
Issued by
Department of the Army Corps of Engineers Engineering District St Paul

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Reference Drawing for Downstream Control Stand

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W912ES19T0103_LD_6_Joint_Repair.pdf PDF

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Text version

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INSULATION

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1 1/2" MTL. DECK

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FILL VOID W/ INSUL

VAPOR BARRIER ON INSIDE

FACE OF INSUL (TYP)

6" MTL STUDS

5/8" GYP BD

WATER RESISTANT

4" RUBBER BASE STRIP

TOP OF CURB

EL. -3'-5"

POURED-IN-PLACE CONC SLAB

RIGID INSULATION

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SCALE: '/4" = 1'-0"

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SCALE: 1 1/2" = 1'-0"

AS-BUILT NOTE:

AS-BUILT INFORMATION ADJUST ALL ELEVATIONS

-0.20 FEET DUE TO ACTUAL LOCKWALL ELEVATION - 654,30'

E I

DETAIL

BULKHEAD DETAILS

LATCH ASSEMBLY

PANEL BRACKET

SYMBOL

AS-BUILT AS OF JUN-1999

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DESIGNED: CTG/BGS

CHECKED: DMT

DRAWN: GDE

DESIGNED:

CHECKED:

C\J

- 5/8" WATER

RESISTANT

GYP. BOARD

GENERAL NOTES 3" TYPICAL THICKNESSSEE NOTE I.

REFERENCE DWGS:

AE APPROVING OFFICIAL:

DATE: 01-21-97

CAD FILE NAME:

SOL. NO:

11'-0"

1-'

I 2

.11

ELEVATION

LANDWARD

SCALE: '/4" = 1'-0"

__l--------

--- ---- LINE OFGYP. BD

BELOW

LINE OF STEEL

TUBE BELOW

ALUM SILL

WINDOW AND DOOR FRAMING

SCALE: 1 1/2"=1'-0"

IF TYPICAL THICKNESS OF PRECAST PRESTRESSED WALL PANELS IS CHANGED FROM

THE THICKNESS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CHANGES TO THE ATTACHMENT, DOOR, WINDOW AND OTHER

ASSOCIATED DETAILS.

2. CONNECTION ANGLES TO ALL CORNER COLUMNS AND PRE-FABRICATED WALL CORNER

UNITS TO BE FURNISHED BY PRESTRESSED PANEL MANUFACTURER.

3. TOP OF LOCK WALL IS EL.-4'-0" = 654.30

4. SEALANT TO BE USED AT ALL PRECAST PANEL JOINTS ON EXTERIOR AND INTERIOR.

SEALANT ALSO TO BE USED WHEREVER PRECAST PANEL IS IN CONTACT WITH

CAST IN PLACE CONCRETE.

DESCRIPTION

MI 78A401.DGN

DACW37-97-8-0001

G

ALUM GUTTER

SHT MTL FASCIA

THRU WALL A/C

RE: MECH.

BOTTOM OF STEEL

EL. +3'-ll

-- PRECAST CONC

WALL PANEL

45° CHAMFER

SEE 70/421 FOR

DOOR SCHEDULE

B

DWG NO.

(SHOP DWG) D-W-K-770-71

(SHOP DWG) B-W-K-769-42

(SHOP DWG) 8-W-K-769-43

6/93 CTS

DATE

US Army Corps of Engineers St. Paul District

APPROVAL

AS-BUILT DRAWING

LOCK 6 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 6 TREMPEALEAU, WISCONSIN

DOWNSTREAM CONTROL STAND

PLAN, SECTIONS AND

ELEVATIONS

DRAWING NUMBER:

M-L6-78/401

SHT 242

OF 249

AS-BUILT

a

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