LD_8_Concrete_Demo_Drawings_updated_10-22-2013.pdf
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- Hydro Demolition for Lock & Dam 8 Federal contract opportunity
- Solicitation number
- W912ES-14-B-0002
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US Army Corps
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SCALE IN FEET
N
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IN
N E S
O T A
W
IS
C O
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VICINITY MAP
MINNESOTA
HOUSTON COUNTY
LOCK & DAM NO. 8
K
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GENOA
WISCONSIN
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LOCK AND DAM
NOT TO SCALE
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LEGEND
C A
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BRAINERD
MINNEAPOLIS
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LA CROSSE
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MINOT
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MICHIGANMINNESOTA
WISCONSIN
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L/D 10
L/D 9
L/D 8
L/D 7
L/D 6
L/D 5A
L/D 4
L/D 5
L/D 3L/D 2
L/D 1
SAF L/D'S
L/D 12
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NATIONAL BOUNDARY
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US Army Corps of Engineers
US Army Corps
ID
Sheet
SCALE IN FEET
N
600'0 300'
SITE MAP
LOCK AND DAM 8
YARD
STORAGE
MAIN LOCK
FLOW
MISSISSIPPI RIVER
E A
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
L-24 L-23 L-22 L-21 L-20 L-19 L-18 L-17 L-16 L-15 L-14 L-13 L-12 L-11 L-9 L-8 L-7 L-6 L-5 L-4 L-3 L-2 L-1
I-24 I-23 I-22 I-21 I-20 I-19 I-18 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-10 I-9 I-8 I-7 I-6 I-5 I-4 I-3 I-2 I-1
REFERENCE DRAWINGS
DRAWING NO.
M-L10-20/B FSM-L10-20/A FSM-L10-20/6 FSM-L10-20/4 FSM-L10-20/3 FSM-L10-20/2A FSM-L10-20/2M-L10-20/1 FS
MASONRY - LOWER GATES - MAIN LOCK
MASONRY - WALLS BETWEEN GATES - AUXILIARY LOCK AND HANDRAIL LAYOUT
MASONRY - WALLS BETWEEN GATES - MAIN LOCK
MASONRY - UPPER GATES - AUXILIARY LOCK
MASONRY - UPPER GATES- MAIN LOCK
PILE SPACING
MONOLITH LAYOUT
GENERAL PLAN
MASONRY - FLOOR SURVEY LOCATION
CONTRACTOR WORK ITEMSCOMPLETED
G
F
E
D
C
B
A
GOVERNMENT WORK ITEMS
SCOPE OF WORK - LOCK #8 LOCK WORK, DE-WATER
MONOLITH LAYOUT
PLAN VIEW
SCALE: N.T.S.
M-L8-20/8
M-L8-20/6
M-L8-20/5
M-L8-20/4
M-L8-20/3
M-L8-20/2
M-L8-20/1M
M-L8-20/1
S-101
S-101
S204-6
S-201-3
B-B
A-A
S204-6
B-B
S-201-3
A-A
K-K
H-H
A-A
RENOVATION OF WEEPHOLES
INSPECT STRUT ARMS, ANCHOR BARS, AND GUDEON PINS
BUBBLER PIPE REPLACEMENT (BELOW THE WATER LINE ONLY)
REPLACE TIMBER FENDERS
PRE-STRESS GATES
REPLACE SEALS
REPLACE PINTLE BEARINGS WITH GREASELESS BEARINGS
INSPECT/REPLACE PINTLE BEARINGS
CONDUCT HSS INSPECTION
SANDBLAST AND PAINT
MITER GATE REHAB
REPLACE SEALS
CONDUCT HSS INSPECTION
SANDBLAST AND PAINT
TAINTER VALVE REHAB
INSTALL CONCRETE UPSTREAM BULKHEAD SPACER BLOCKS
INSTALL DOWNSTREAM SILL BEAM
M-S8-20/10
S T
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A .5
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B
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B
S T
A .0
B
S T
A .0
A
S T
A .5
A
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A .5
A
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A .2
B
S T
A .7
B
S T
A .0
B
S T
A .4
B
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A .6
B
S T
A .5
B
S T
A .8
B
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A .9
B
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A .5
B
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A
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A
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A
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(608) 689-2625
EASTMAN, WI. 54626
24545 STATE HWY 35
USACE - LOCK & DAM #8
JIM RAND (LOCK MASTER)
LOCK & DAM #8
L-10
STEEL PILING STEEL PILING
BASIC DATA - MAIN LOCK
L
G A
T E -3
U
G A
T E -2
TOP LOCK WALL -EL. 639.0
LOWER SILL-EL. 606.0 UPPER SILL-EL. 609.0
B. W. EL. 596.5
B. W. EL. 600.5
26'-0"
4'-9"8'-6"7'-3"
2'-6"
5'-6"
26'-0"110'-0"
5'-6" 7'-3" 8'-6"4'-9"
13'-0" 12'-0"
2'-0"
EL. 596.0
EL. 604.0
EL. 629.75
EL. 639.0
L.P.EL. 620.0
12'-6"x
12'-6"
EL. 602.5
EL. 605.0
EL. 596.5
EL. 601.0 EL. 596.5
U.P.EL. 631.0
12'-6"x
12'-6"
EL. 639.0
EL. 601.0
SECTION A-A
20'-0"12'-0"
EL.601.0
STEEL PILING
EL. 618.5
EL. 632.5
EL. 633.75
STEEL PILING
EL. 606.0
EL. 618.5
EL. 629.75
EL. 632.5
EL. 633.75
2'-6"
EL. 602.0
EL. 604.0
SECTION H-H
EL. 601.0
STEEL PILING
EL. 602.5
EL. 603.75
EL. 606.0EL. 604.83EL. 604.33
EL. 596.5
4'-9"11'-3" 6'-0"
22'-0"
5'-0"4'-0"5'-0" 5'-0" 5'-0"4'-0"10'-0"
24'-0"
2'-0" 7'-0" 11'-3" 10'-9"
31'-0"
SECTION K-K
STEEL PILING
EL. 603.5
EL. 605.0
EL. 609.0
EL. 599.5
EL. 606.75 EL. 605.5
EL. 607
EL. 609.0
EL. 604.0
EL. 607.83 EL. 607.33
EL. 600.5
E A
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{ DRY SIDE CHORD{ WET SIDE CHORD
P
IC
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P
P
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BULKHEAD
UPSTREAM
BULKHEAD
DOWNSTREAM
POIREE SILL
UPSTREAM
WALL
INTERMEDIATE WALL
INTERMEDIATE
LAND WALLLAND WALL
C K A
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M-L8-20/XXX
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US Army Corps
ID
Sheet
M.G. NO. 1M.G. NO. 2
M.G. NO. 4 M.G. NO. 3
SHEET KEYNOTES
PARTIAL PLAN VIEW
LOCATION OF WORK ITEMS
SCALE: 1/16" = 1'-0"
7. WEEP HOLES.
6. STRUT ARM ANCHOR BARS, GUDGEON PINS.
5. MITER GATES REHABILITATION.
REFERENCE DRAWINGS M-00 THRU M-008 FOR BUBBLER SYSTEM PIPING DETAILS.
RESTORE BUBBLER SYSTEM TO EXISTING CONDITION AT COMPLETION. SEE
AS REQUIRED TO COMPLETE WORK. GOVERNMENT M/R TO REASSEMBLE AND
4. BUBBLER SYSTEM PIPING - GOVERNMENT M/R TO DISASSEMBLE AND/OR PROTECT
3. TAINTER VALVES.
2. CONCRETE SUPPORT BLOCKS.
1. DOWNSTREAM SILL BEAM.
C MAIN LOCKL
C
IN
T L
C
IN
T L E
L C MAIN LOCKL FLOW
IN
S
E R
T
B U
L K
H E
A D R
E C
E S
S
F A
C E O
F D
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N S
T R
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M
D O
W N
S T
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A M I
N S
ID
E
IN
S
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T
B U
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A D R
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S
F A
C E O
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P S
T R
E A
M
D O
W N
S T
R E
A M I
N S
ID
JOINT (TYP.)
MONOLITH
ARMOR
8" CORNER
JOINT (TYP.)
MONOLITH
ARMOR
8" CORNER
2'-0"
3'-0"
2'-11"4'-3"
4'-6"
3'-6"
5'-6" "4 16'-57'-6"6"
4'-0"
2'-0" 11'-0"
3'-0"
6'-6"
" 3
4'-3"17'-3"
1'-0"
2'-6" 12'-6"9'-6"5'-3"
6'-2"
C K A
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
G-006
A-A LAND WALL ELEVATION
SCALE: 1/8" = 1'-0"
G-006
A-A LAND WALL ELEVATION
SCALE: 1/8" = 1'-0"
L-1 L-2 L-3 L-4 S-301
S-301
L-9L-8L-7L-6L-5 S-301
S-301
GENERAL NOTES
LEGEND
REFERENCE DWG. NO.
L-01
M-L8-20/8 M-L8-20/5 M-L8-20/3
MASONRY-LOWER GATES-MAIN LOCK
MASONRY-WALLS BETWEEN GATES MAIN LOCK
MASONRY-UPPER GATES-MAIN LOCK
S T
A .2
B
S T
A .7
B
SCALE: „''= 1'-0"
0 88 2
CONCRETE REMOVAL.
5. CONTRACTOR SHALL PROVIDE POTTABLE WATER FOR
REMOVAL AFTER EACH DAY OF DEMOLITION.
4. GOVERNMENT WILL COMPLETE CONCRETE DEBRIS
WATER ELEV. 620.0.
AND REPAIRS WITHIN MITER GATE RECESS ABOVE
3. GOVERNMENT WILL COMPLETE CONCRETE REMOVAL
ELEV. 620.0 AFTER LOCK CHAMBER IS DE-WATERED.
REMOVAL ALONG THE LAND WALL AND I-WALL ABOVE
2. CONTRACTOR WILL COMPLETE VERTICAL CONCRETE
ANGLES AND ARMOR (GOVERNMENT WORK ITEM).
1. USE ASTM A572 STEEL FOR CORNER PROTECTION
DENOTES AREAS TO BE REMOVED BY THE GOVERNMENT
(SEE DETAIL 1 ON S-301)
DENOTES AREAS TO BE REMOVED BY CONTRACTOR
DENOTES MONOLITH NUMBER
S T
A .0 B
S T
A .0 A
S T
A .0 A
S T
A .0 A
S T
A .0 A
S T
A .5 A
MONOLITHS L-1 TO L-4
S T
A .5 A
S T
A .5 A
S T
A .0
MONOLITHS L-5 TO L-9
MONOLITH ARMOR
8" CORNER
JOINT (TYP.)
MONOLITH
ARMOR
8" CORNER
9'-0"
4'-0"8'-0"
6'-0"
12'-0" 1'-0"
17'-0"
4'-0"2'-6"
9'-6"
7'-0"
6'-0"4'-0"
4'-0"
C K A
N D D
A M N
O W
IN
T
E R M
A
IN
T E
N A
N C
E
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
W M
-S
S -2
A .D
G N
/8
A N
S I
D
M A
R S
H A G
M O
S E
/0
/1
N K
J L F
J R
U
L O
C K M
A S
O N
R Y
S-202
L O
C K A
N D D
A M N
O
S T
A .0 B T
O S
T A .0 B
M -L
-2
/X
X
M-L8-XX/XXX
/2
/2
G E
N O
A
W I
L A
N D W
A L L M
O N
O L
IT
H S L -1
T
O L -1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
G-006
A-A LAND WALL ELEVATION
MONOLITHS L-10 TO L-13
SCALE: 1/8" = 1'-0"
G-006
A-A LAND WALL ELEVATION
MONOLITHS L-14 TO L-18
SCALE: 1/8" = 1'-0"
L-13L-12L-11L-10
S-301
S-301
L-18L-17L-16L-15L-14 S-301
S T
A .5
B
SCALE: „''= 1'-0"
0 88 2
GENERAL NOTES
LEGEND
REFERENCE DWG. NO.
L-01
M-L8-20/8 M-L8-20/5 M-L8-20/3
MASONRY-LOWER GATES-MAIN LOCK
MASONRY-WALLS BETWEEN GATES MAIN LOCK
MASONRY-UPPER GATES-MAIN LOCK
CONCRETE REMOVAL.
5. CONTRACTOR SHALL PROVIDE POTTABLE WATER FOR
REMOVAL AFTER EACH DAY OF DEMOLITION.
4. GOVERNMENT WILL COMPLETE CONCRETE DEBRIS
WATER ELEV. 620.0.
AND REPAIRS WITHIN MITER GATE RECESS ABOVE
3. GOVERNMENT WILL COMPLETE CONCRETE REMOVAL
ELEV. 620.0 AFTER LOCK CHAMBER IS DE-WATERED.
REMOVAL ALONG THE LAND WALL AND I-WALL ABOVE
2. CONTRACTOR WILL COMPLETE VERTICAL CONCRETE
ANGLES AND ARMOR (GOVERNMENT WORK ITEM).
1. USE ASTM A572 STEEL FOR CORNER PROTECTION
DENOTES AREAS TO BE REMOVED BY THE GOVERNMENT
(SEE DETAIL 1 ON S-301)
DENOTES AREAS TO BE REMOVED BY CONTRACTOR
DENOTES MONOLITH NUMBER
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .9
B
S T
A .4
B
S T
A .0 B
S T
A .0 B
S T
A .6
B
S T
A .8
B
S T
A .0 B
S-301
ARMOR
8" CORNER
JOINT (TYP.)
MONOLITH
JOINT (TYP.)
MONOLITH
ARMOR
8" CORNER
24'-6" 1'-6"
" 7'-6"
2'-0"
1'-6"
1'-0"
1'-0"
2'-9" 18'-0"
4'-0" 5'-6"
15'-3"
2'-0"
1'-0"
3'-0"
4'-0"
C K A
N D D
A M N
O W
IN
T
E R M
A
IN
T E
N A
N C
E
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
W M
-S
S -2
A .D
G N
/8
A N
S I
D
M A
R S
H A G
M O
S E
/0
/1
N K
J L F
J R
U
L O
C K M
A S
O N
R Y
S-203
L O
C K A
N D D
A M N
O
S T
A .9
B T
O S
T A .0 B
M -L
-2
/X
X X
M-L8-XX/XXX
/2
/2
G E
N O
A
W I
L A
N D W
A L L M
O N
O L
IT
H S L -1
T
O L -2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
G-006
A-A LAND WALL ELEVATION
SCALE: 1/8" = 1'-0"
L-21L-20L-19
S-301
G-006
A-A LAND WALL ELEVATION
SCALE: 1/8" = 1'-0"
L-23 L-24
S-301
SCALE: „''= 1'-0"
0 88 2
GENERAL NOTES
LEGEND
REFERENCE DWG. NO.
L-01
M-L8-20/8 M-L8-20/5 M-L8-20/3
MASONRY-LOWER GATES-MAIN LOCK
MASONRY-WALLS BETWEEN GATES MAIN LOCK
MASONRY-UPPER GATES-MAIN LOCK
CONCRETE REMOVAL.
5. CONTRACTOR SHALL PROVIDE POTTABLE WATER FOR
REMOVAL AFTER EACH DAY OF DEMOLITION.
4. GOVERNMENT WILL COMPLETE CONCRETE DEBRIS
WATER ELEV. 620.0.
AND REPAIRS WITHIN MITER GATE RECESS ABOVE
3. GOVERNMENT WILL COMPLETE CONCRETE REMOVAL
ELEV. 620.0 AFTER LOCK CHAMBER IS DE-WATERED.
REMOVAL ALONG THE LAND WALL AND I-WALL ABOVE
2. CONTRACTOR WILL COMPLETE VERTICAL CONCRETE
ANGLES AND ARMOR (GOVERNMENT WORK ITEM).
1. USE ASTM A572 STEEL FOR CORNER PROTECTION
DENOTES AREAS TO BE REMOVED BY THE GOVERNMENT
(SEE DETAIL 1 ON S-301)
DENOTES AREAS TO BE REMOVED BY CONTRACTOR
DENOTES MONOLITH NUMBER
L-22
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .5 B
S T
A .5 B
S T
A .5 B
S T
A .0 B
S T
A .0 B
MONOLITHS L-19 TO L-22
MONOLITHS L-23 TO L-24
ARMOR
8" CORNER
ARMOR
8" CORNER JOINT (TYP.)
MONOLITH
2'-0"
2'-0"
" 2 "6"
6"
1'-0"
3'-6"
2'-0"
5'-0"
1'-0"
3'-6" 19'-3"
17'-0"
C K A
N D D
A M N
O W
IN
T
E R M
A
IN
T E
N A
N C
E
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
W M
-S
S -2
A .D
G N
/8
A N
S I
D
M A
R S
H A G
M O
S E
/0
/1
N K
J L F
J R
U
I- W
A L L M
O N
O L
IT
H S I -2
T
O I -1
L O
C K M
A S
O N
R Y
S-204
L O
C K A
N D D
A M N
O
M -L
-2
/X
X X
M-L8-XX/XXX
/2
/2
G E
N O
A
W I
S T
A .0 B T
O S
T A .0 B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I-20I-21I-22I-23I-24
S-301
I-15I-16I-17I-18I-19
S-301
S-301
G-006
B-B
SCALE: 1/8" = 1'-0"
I-WALL ELEVATION
G-006
B-B
SCALE: 1/8" = 1'-0"
I-WALL ELEVATION
MONOLITHS I-19 TO I-15
S T
A .5 B
S T
A .5 B
S T
A .5 B
S T
A .5 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
SCALE: „''= 1'-0"
0 88 2
S T
A .0 B
GENERAL NOTES
LEGEND
REFERENCE DWG. NO.
L-01
M-L8-20/8 M-L8-20/5 M-L8-20/3
MASONRY-LOWER GATES-MAIN LOCK
MASONRY-WALLS BETWEEN GATES MAIN LOCK
MASONRY-UPPER GATES-MAIN LOCK
CONCRETE REMOVAL.
5. CONTRACTOR SHALL PROVIDE POTTABLE WATER FOR
REMOVAL AFTER EACH DAY OF DEMOLITION.
4. GOVERNMENT WILL COMPLETE CONCRETE DEBRIS
WATER ELEV. 620.0.
AND REPAIRS WITHIN MITER GATE RECESS ABOVE
3. GOVERNMENT WILL COMPLETE CONCRETE REMOVAL
ELEV. 620.0 AFTER LOCK CHAMBER IS DE-WATERED.
REMOVAL ALONG THE LAND WALL AND I-WALL ABOVE
2. CONTRACTOR WILL COMPLETE VERTICAL CONCRETE
ANGLES AND ARMOR (GOVERNMENT WORK ITEM).
1. USE ASTM A572 STEEL FOR CORNER PROTECTION
DENOTES AREAS TO BE REMOVED BY THE GOVERNMENT
(SEE DETAIL 1 ON S-301)
DENOTES AREAS TO BE REMOVED BY CONTRACTOR
DENOTES MONOLITH NUMBER
S T
A .0 B
MONOLITHS I-24 TO I-20
ARMOR
8" CORNER
JOINT (TYP.)
MONOLITH
ARMOR
8" CORNER
3'-0"6'-0"
" 1'-0"
1'-6"
1'-0"
6'-0"
4'-6"
" 4
20'-6"
8'-6"
12'-6"
15'-8"
3'-0"
1'-0"
3'-6"
C K A
N D D
A M N
O W
IN
T
E R M
A
IN
T E
N A
N C
E
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
W M
-S
S -2
A .D
G N
/8
A N
S I
D
M A
R S
H A G
M O
S E
/0
/1
N K
J L F
J R
U
I- W
A L L M
O N
O L
IT
H S I -1
T
O I -6
L O
C K M
A S
O N
R Y
S-205
L O
C K A
N D D
A M N
O
M -L
-2
/X
X X
M-L8-XX/XXX
/2
/2
G E
N O
A
W I
S T
A .0 B T
O S
T A .0 A
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I-11I-12 S-301
I-13I-14
I-6I-7 I-8I-9
I-10 S-301
G-006
B-B
SCALE: 1/8" = 1'-0"
I-WALL ELEVATION
G-006
B-B
SCALE: 1/8" = 1'-0"
I-WALL ELEVATION
MONOLITHS I-14 TO I-11
MONOLITHS I-10 TO I-6
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0
T
A
A
A
A
A
A
SCALE: „''= 1'-0"
0 88 2
GENERAL NOTES
LEGEND
REFERENCE DWG. NO.
L-01
M-L8-20/8 M-L8-20/5 M-L8-20/3
MASONRY-LOWER GATES-MAIN LOCK
MASONRY-WALLS BETWEEN GATES MAIN LOCK
MASONRY-UPPER GATES-MAIN LOCK
CONCRETE REMOVAL.
5. CONTRACTOR SHALL PROVIDE POTTABLE WATER FOR
REMOVAL AFTER EACH DAY OF DEMOLITION.
4. GOVERNMENT WILL COMPLETE CONCRETE DEBRIS
WATER ELEV. 620.0.
AND REPAIRS WITHIN MITER GATE RECESS ABOVE
3. GOVERNMENT WILL COMPLETE CONCRETE REMOVAL
ELEV. 620.0 AFTER LOCK CHAMBER IS DE-WATERED.
REMOVAL ALONG THE LAND WALL AND I-WALL ABOVE
2. CONTRACTOR WILL COMPLETE VERTICAL CONCRETE
ANGLES AND ARMOR (GOVERNMENT WORK ITEM).
1. USE ASTM A572 STEEL FOR CORNER PROTECTION
DENOTES AREAS TO BE REMOVED BY THE GOVERNMENT
(SEE DETAIL 1 ON S-301)
DENOTES AREAS TO BE REMOVED BY CONTRACTOR
DENOTES MONOLITH NUMBER
S T
A .9
ARMOR
8" CORNER
2'-0"
1'-0"
6'-3" 9'-8"
1'-6"
2'-6"
ARMORING
HOLLOW
2'-0"
C K A
N D D
A M N
O W
IN
T
E R M
A
IN
T E
N A
N C
E
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
W M
-S
S -2
A .D
G N
/8
A N
S I
D
M A
R S
H A G
M O
S E
/0
/1
N K
J L F
J R
U
L O
C K M
A S
O N
R Y
S-206
L O
C K A
N D D
A M N
O
M -L
-2
/X
X X
M-L8-XX/XXX
/2
/2
G E
N O
A
W I
S T
A .0 A T
O S
T A .5 A
I- W
A L L M
O N
O L
IT
H S I -5 T
O I -1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I-3 I-4I-5
G-006
B-B
SCALE: 1/8" = 1'-0"
I-WALL ELEVATION
I-2
S T
A
A
A
A
A .5
SCALE: „''= 1'-0"
0 88 2
GENERAL NOTES
LEGEND
REFERENCE DWG. NO.
L-01
M-L8-20/8 M-L8-20/5 M-L8-20/3
MASONRY-LOWER GATES-MAIN LOCK
MASONRY-WALLS BETWEEN GATES MAIN LOCK
MASONRY-UPPER GATES-MAIN LOCK
CONCRETE REMOVAL.
5. CONTRACTOR SHALL PROVIDE POTTABLE WATER FOR
REMOVAL AFTER EACH DAY OF DEMOLITION.
4. GOVERNMENT WILL COMPLETE CONCRETE DEBRIS
WATER ELEV. 620.0.
AND REPAIRS WITHIN MITER GATE RECESS ABOVE
3. GOVERNMENT WILL COMPLETE CONCRETE REMOVAL
ELEV. 620.0 AFTER LOCK CHAMBER IS DE-WATERED.
REMOVAL ALONG THE LAND WALL AND I-WALL ABOVE
2. CONTRACTOR WILL COMPLETE VERTICAL CONCRETE
ANGLES AND ARMOR (GOVERNMENT WORK ITEM).
1. USE ASTM A572 STEEL FOR CORNER PROTECTION
DENOTES AREAS TO BE REMOVED BY THE GOVERNMENT
(SEE DETAIL 1 ON S-301)
DENOTES AREAS TO BE REMOVED BY CONTRACTOR
DENOTES MONOLITH NUMBER
I-1
S T
A
MONOLITHS I-5 TO I-1
(TYP.)
PREVENTS DRILLING)
(OMIT WHERE ARMOR
9" CENTERS EACH WAY
ANCHOR WITH NUT AT
" DIA. EXPANSION 2
CONCRETE.
SELF CONSOLIDATED
REPAIR WITH
CONCRETE AND
DETERIORATED
REMOVE ALL
ALL LOCATIONS
NOT PRESENT IN
PROTECTION ANGLES,
C K A
N D D
A M N
O W
IN
T
E R M
A
IN
T E
N A
N C
E
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
W M
-S
S -3
A .D
G N
N .T .S
A N
S I
D
M A
R S
H A G
M O
S E
/0
/1
N K
J L F
J R
U
T Y
P
IC
A L D
E T
A
IL
S
L O
C K M
A S
O N
R Y
S-301
L O
C K A
N D D
A M N
O
M -L
-2
/2
M-L6-20/227
D
A T
E
G E
N O
A
W I
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RECOMMENDATION
ANCHOR MANUFACTURERS
EMBEDMENT PER
MINIMUM 2" COVER
BEVEL IN PATCH EDGES
LOCK WALL
EXISTING CONCRETE
SAWCUT 1" MINIMUM
RECOMMENDATION
MANUFACTURERS
EMBEDMENT PER
LEFT IN PLACE
EXISTING JOINT FILLER
TO BE REMOVED
EXISTING JOINT FILLER
CONCRETE
EXISTING
MINIMUM 3/4" CLEARANCE
3 1/2"
1/2"
BACKER BUTYL ROD
2" COVER
JOINT SEALANT
TOOLED ELASTOMERIC
CONCRETE.
(SCC) SELF CONSOLIDATED
CONCRETE AND REPAIR WITH
REMOVE ALL DETERIORATED
GENERAL CONCRETE REQUIREMENTS
SLUMP FLOW
AIR ENTRAINMENT
SIZE OF COURSE AGGREGATE
COLD WEATHER REQUIREMENTS
CURING AND PROTECTION
2 DETAIL
TYPICAL JOINT REPAIRS-201-3
S-204-6
1 DETAIL
S-201-3
S-204-6
TYPICAL VERTICAL SURFACE REPAIR
REFERENCE NOTES:
3/4" CLEARANCE
MINIMUM
SCALE: NONE
SCALE: NONE
JOINT FILLER
PREMOLDED EXPANSION
WIDTH VARIES
EXISTING GUIDE WALL JOINT
THE JOINT WIDTH. (SEE NOTE 1)
OF SEALANT AT MIDPOINT SHOULD BE ONE HALF
1/4 INCH. IN JOINTS OF 1/2 TO 1 INCH THE DEPTH
SEALANT DEPTH AT MIDPOINT SHOULD BE
WITHIN JOINTS OF 1/4 TO 1/2 THE
W/NUT AT 9" CENTERS
" DIA ANCHOR 2
PREMANUFACTURED CONCRETE
INCLUDING WELDING, SHALL BE PERMITTED NEAR OR IN DIRECT CONTACT WITH THE CONCRETE AT ANY TIME.
CONCRETE SHALL BE PROTECTED FROM THE DAMAGING EFFECTS OF RAIN FOR 12 HOURS AND FROM FLOWING WATER FOR 7 DAYS. NO FIRE OR EXCESSIVE HEAT, MATERIALS AND EQUIPMENT NEEDED FOR ADEQUATE CURING AND PROTECTION SHALL BE AVAILABLE AND AT THE SITE PRIOR TO PLACING CONCRETE.
FROM PREMATURE DRYING, EXTREMES IN TEMPERATURES, RAPID TEMPERATURE CHANGE, MECHANICAL INJURY AND DAMAGE FROM RAIN AND FLOWING WATER.
CONCRETE SHALL BE CURED BY AN APPROVED METHOD FOR A PERIOD OF 7 DAYS. IMMEDIATELY AFTER PLACEMENT, CONCRETE SHALL BE PROTECTED
SHALL BE FREE FROM ICE, SNOW, OR FROZEN LUMPS.
AS NOT TO CAUSE AREAS OF OVERHEATING AND DRYING OF CONCRETE SURFACES OR TO CREATE FIRE HAZARDS. MATERIALS ENTERING THE MIXER
COMBUSTION HEATING UNITS SHALL BE VENTED TO THE OUTSIDE OF THE ENCLOSURE, AND HEATERS AND DUCTS SHALL BE PLACED AND DIRECTED SO
SUCH THAT THE TEMPERATURE DIFFERENTIAL BETWEEN THE AIR AND CONCRETE SURFACE DOES NOT EXCEED 25 DEGREES F. EXHAUST FUMES FROM
DURING THE PERIOD OF PROTECTION REMOVAL, HEAT SHALL BE SHUT DOWN AND INSULATION OR TENTS SHALL REMOVED IN A SYSTEMATIC SCHEDULE
SUITABLE THERMOMETERS SHALL BE INSTALLED ADJACENT TO THE CONCRETE SURFACE AND 2 INCHES INSIDE THE SURFACE OF THE CONCRETE.
DEGREES F FOR THE REMAINDER OF THE SPECIFIED CURING PERIOD. THERMOMETERS SHALL BE INSTALLED AT SUCH LOCATIONS AS MAY BE DIRECTED.
CONFIRM THE TEMPERATURE AT PLACEMENT. THIS TEMPERATURE SHALL BE MAINTAINED FOR THE FIRST 7 DAYS, AND AT A TEMPERATURE ABOVE 32
A TOTAL OF THREE TEMPERATURE READINGS, ONE AT ZERO HOURS, A SECOND AT 24 HOURS AND A THIRD AT 48 HOURS SHALL BE RECORDED TO
WITH THE ORIGINAL CONCRETE SHALL BE HEATED FOR A MINIMUM OF 48 HOURS, WHILE MAINTAINING A MINIMUM TEMPERATURE OF 55 DEGREES F.
CONCRETE MEASURED IN ACCORDANCE WITH ASTM C 1064. PRIOR TO THE PLACEMENT OF CONCRETE. THE AIR AND FORMWORK IN CONTACT
TEMPERATURE OF THE CONCRETE SHALL BE 65 DEGREES AS RECOMMENDED IN ACI 306R, TABLE 3.1, WITH THE TEMPERATURE OF THE
OF THE MIXING WATER OR AGGREGATES WILL BE REQUIRED TO REGULATE THE CONCRETE PLACING TEMPERATURES. THE PLACING
WHEN THE CONCRETE IS LIKELY TO BE SUBJECTED TO FREEZING TEMPERATURES BEFORE THE EXPIRATION OF THE CURING PERIOD, HEATING
NOMINAL MAXIMUM SIZE COARSE AGGREGATE SHALL BE 3/4-INCH.
ALL CONCRETE SHALL BE AIR ENTRAINED TO CONTAIN BETWEEN 4-1/2 AND 7-1/2 PERCENT TOTAL AIR.
TO ZERO OR ONE AS DETERMINED BY THE VISUAL STABILITY INDEX (VSI) AS DESCRIBED IN ASTM C 1611 AND ITS APPENDIX.
BY THE SLUMP FLOW TEST. THE SLUMP FLOW SHOULD BE BETWEEN 20 AND 28 INCHES, WITH A VISUAL RATING OF STATIC STABILITY EQUAL
FOR SCC (SELF CONSOLIDATING CONCRETE) THE SLUMP FLOW OF CONCRETE IS IDENTIFIED AS THE FLOW OF CONCRETE AS MEASURED
MATERIALS SHALL MEET THE REQUIREMENTS OF THE RESPECTIVE PUBLICATIONS AND OTHER DATA SPECIFIED BELOW.
THAN REQUIRED. THE CEMENTITIOUS MATERIAL CONTENT SHALL BE A MINIMUM OF 500 AND A MAXIMUM OF 620 POUNDS PER CUBIC YARD.
(CEMENT PLUS POZZOLAN, SILICA FUME, AND GROUND GRANULATED BLAST FURNACE SLAG). THIS W/C RATIO MAY CAUSE HIGHER STRENGTHS
NOT EXCEED 0.40. THE MAXIMUM WATER/CEMENT RATIO WILL BE DETERMINED BY THE WEIGHT EQUIVALENCY METHOD AS DESCRIBED IN ACI 211.1
STRENGTH AS DETERMINED BY ASTM C 39 SHALL NOT BE LESS THAN 4,000 POUNDS PER SQUARE INCH IN 7 DAYS. WATER/CEMENT RATIO SHALL
TO IMPROVE THE FREEZE-THAW RESISTANCE, AND BASF RHEOTEC Z-60 (A WORKABILITY-RETAINING ADMIXTURE). THE DESIGN COMPRESSIVE
TO PROVIDE THE NECESSARY WORK ABILITY; VISCOSITY MODIFYING AGENTS (VMA) FOR STABILITY AND AIR ENTRAINING ADMIXTURES (AEA)
ADMIXTURES. THE ADMIXTURES SHALL INCLUDE HIGH RANGE WATER REDUCERS (HRWR), WHICH ARE AN ESSENTIAL COMPONENT OF SCC
HOMOGENEITY. THE CONCRETE SHALL BE COMPOSED OF A CEMENTITIOUS MATERIAL, WATER, FINE AND COARSE AGGREGATES, AND
FILL THE FORM WORK, EVEN IN THE PRESENCE OF DENSE REINFORCEMENT WITHOUT THE NEED OF ANY VIBRATION WHILE MAINTAINING
THE CONCRETE SHALL BE A SELF-CONSOLIDATING CONCRETE (SCC), THAT IS ABLE TO FLOW UNDER ITS OWN WEIGHT AND COMPLETELY
PREPACKAGED GROUT: SIKA GROUT 212.
ACCEPTABLE PREPACKAGED CONCRETE: SIKACRETE 211, ARDEX FDX OR LA REPAIR MORTAR.
REPAIR SECTION DIMENSIONS:
LAND WALL
L22 - 32'x3'
L20 - 1'x7'
L13 - 3'x18'
L11 - 5'x15'
L8 - 1'x2'
L4 - 4.5'x8'
L3 - 5'x10'
I-WALL
I-19 - 2'x4'
I-6 - 1'x5.5'
CONCRETE NOTES:
06 FEB. 2013:
27 FEB. 2013:
(SEE ATTACHED SHEETS FOR MIX SPECS.)
-MIX # FOR THESE POURS: LD 40006% FROM RIVER CITY READY MIX
-3 PERMANENT BULKHEAD SUPPORT BLOCKS POURED.
-CONCRETE PLACED ON REPAIR SECTIONS: I-6, I-19, L3, L4, L8, L13 AND L20.
-CONCRETE FROM RIVER CITY READY MIX.
-MIX # FOR THESE POURS: LD 40006%.
-53 YDS OF CONCRETE ORDERED.
-POURED PERMANENT BULKHEAD SILL UNDER THE DOWNSTREAM BULKHEADS.
-CONCRETE PLACED ON REPAIR SECTIONS: L11 AND L22.
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
UG13 UG12 UG11 UG10 UG9 UG8 UG7 UG6 UG5 UG4 UG3 UG2 UG1
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
LG12 LG11 LG10 LG9 LG8 LG7 LG6 LG5 LG4 LG3 LG2LG13 LG1
S T
A .0
B
S T
A .0
B
S T
A .5
B
S T
A .5
B
S T
A .5
B
S T
A .0
B
S T
A .0
B
S T
A .9
B
S T
A .5
B
S T
A .8
B
S T
A .6
B
S T
A .0
B
S T
A .0
B
S T
A .4
B
S T
A .0
B
S T
A .0
B
S T
A .7
B
S T
A .2
B
S T
A .0
A
S T
A .5
A
S T
A .5
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
B
S T
A .5
B
S T
A .5
B
S T
A .5
B
S T
A .5
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
B
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .5
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
B
S T
A .5
B
S T
A .0
B
S T
A .0
B
S T
A .0
A
S T
A .0
A
S T
A .9
A
S
M L
L24 L23 L22 L21 L20
L19
L18 L17 L16 L15 L14 L13 L12 L11 L10 L9 L8 L7 L6 L5 L4
L3 L2 L1
U.S. ENGINEER OFFICE, ST. PAUL, MINN.
M-L8-20/1M-FS
LOCK & DAM NO. 8
MISSISSIPPI RIVER
LOCK
MONOLITH LAYOUT
CORPS OF ENGINEERS, U.S. ARMYWAR DEPARTMENT
SUBMITTED:
SCALE: 1 INCH = 30 FEET
MAY 1939
DRAWN BY:
PRINCIPAL ENGINEER
APPROVED:
REVISIONS
CHARACTERDATEBY
J.E.P. FINISHED STRUCTURE AS OF MARCH 1935
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED
TRACED BY:
CHECKED BY:
L.R.E.
J.E.P. LT. COL., CORPS OF ENGINEERS
LM1
LM2
LM3
LM4
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
C M -2 -3
M L
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
S
M L
U M
U M
U
M
U M
PS1
PS2
PS3
PS4
PS5
U P
S
M L
I24 I23 I22
I21 I20 I19
I18
I17 I16 I15 I14 I13 I12 I11 I10 I9 I8 I7 I6
I5 I4 I3 I2 I1
PSA1
PSA2
PSA3
PSA4
PSA5
U M
A
U M
A
U P
A
U P
A
U P
A
U P
A
C A -2 -3
A L
R1R2R3
R4R5
R6R7R8
CURRENT
PLAN-UPPER GUIDE WALL
SCALE: 1" = 30'-0"
PLAN-LOWER GUIDE WALL
SCALE: 1" = 30'-0"
PLAN-LOCK WALLS
SCALE: 1" = 30'-0"
RECOMMENDED:
CAPT., CORPS OF ENGINEERS
30' 20' 10' 0' 30' 60'
S T
A .1
B
(ML 32)
(ML 33)
(ML 34)
(ML 35)
(M L
(M L
(M L
(M L
(ML 9)
(ML 8)
(ML 7)
(ML 6)
(ML 5)
(M L
U P
(M L
U P
(M L
U P
(M L
(A L
U M
A
(A L
(A L
U M
A
(A L
(AL 9)
(AL 8)
(AL 7)
(AL 6)
(AL 5)
(A L
(A L
(A L
(A L
MARK IN PARENTHESIS THUS (ML 20) INDICATES
JUTTON-KELLY CO. (CONTRACTOR) MARK FOR THAT
MONOLITH.
NOTE:
26'-0"
20'-0"
110'-0"
25'-0" 30'-0"
26'-0" 2'-0"
4'-9"
4'-0" 12'-6" 9'-6"
8'-6" 4'-9"
13'-0"
15'-9"
18'-0" 2'-6"
5'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
2'-0"
13'-0"
2'-0"
10'-3"
15'-9"
17" 3'-1" 12"
6"
9"
13'-0"
13'-0"
9"
6"
23'-6"
3'-0" 5'-0" 4'-0" 11'-6"
10'-3"
6'-3"
2'-0"
'-0
'-0
'-0
'-0
6'-3"
14'-0" 9"
9"
12'-6"
6'-6"3'-9"
3'-9"4
12" 12"
18"
9"
12" 12"
15'-9"
2'-8"
9"
9"
11'-0"
18"
2'-0"
12'-0"
2'-0" 1
12"
2'-0"2'-0"
R '-0
R 4' -0
SECTION G-G
EL. 603.5
EL. 605.0
EL. 609.0
EXCAV.
SLOPE 1 ON 1
EL. 606.75
EL. 605.5
EL. 609.0
EL. 607.0
EL. 607.83 EL. 607.33
STEEL PILING
5'-0" 5'-0" 4'-0" 10'-0"
24'-0"
2'-0" 7'-0" 11'-3" 10'-9"
31'-0"
18"
18"
3'-0" 3'-0"
5 @ 4'-0" = 20'-0"
18"
18" 3'-0"3'-0"4'-0" 4'-6" 4'-6"
2'-0" 18"
18"
FILL FILLFILL
STEEL PILING
18"
2'-0"
18"
EXCAV.
SLOPE 1 ON 1
EL. 599.5
EL. 604.0
EXCAV.
SLOPE 1 ON 1
EL. 600.5
18" 6 SPA. @ 3'-0" = 18'-0"
6'-9" 12'-6" 6'-9"
26'-0"
2'-6"
18" 18"
SECTION B-B
EL. 608.0
SECTION A-A
EL. 639.0
E X C A V
S
LO
P E 1 O
N
U.P. EL. 631.0
9"
6"
EL. 608.0
4'-0" 12'-6" 4'-0"
23'-6"
9"
6"
EL. 632.0
5'-0" 4'-0"
18"
2'-0"
3'-0"3'-0"3'-6" 4'-6"
STEEL PILING
2'-6" 18"
EL. 622.0
EL. 614.0
EL. 603.0
STEEL PILING
EL. 626.0
11'-6" 3'-0"
4'-6" 18"
18"
EL. 612.0
18"
EXCAV.
SLOPE 1 ON 1 E
X C
A V
S
LO
P E O
N
18" 4'-0" 12'-6" 5'-6" 5'-0"
26'-0"
5'-6"2'-6"4'-9"8'-6"4'-9"
E X C
A V . S
LO
P E
O
N
EL. 601.0
SECTION D-D
FILL
EL. 599.5
EXCAV.
SLOPE 1 ON 1
SECTION C-C
E X C
A V . S
LO
P E
1 O N
EL. 635.56
EL. 629.75
EL. 639.0
3'-0"
4'-0"
18" 3'-0"3'-0"3'-0"
2'-6" 2'-6"
3'-0"3'-0" 18"
4'-0"12'-6"5'-6"5'-0"
26'-0"
5'-6" 2'-6"4'-9" 8'-6" 4'-9"
4'-0"
18"
EL. 601.0
EL. 633.75
STEEL PILING
EL. 618.5
EL. 635.56
EL. 637.0
STEEL PILING13'-0"
18" 18"
12'-0"
7 SPA. @ 3'-0" = 21'-0"
2'-0"
18"
EL. 632.5
U.P. EL. 631.0
EL. 606.0
EL. 600.5
EL. 604.0
FILL
EL. 605.5 EL. 605.5
EL. 632.5
CUT OFF AT
STEEL PILING
EL. 618.5
18"
EL. 606.0
9"12"
7'-0" 20'-0" 4'-11" 6'-0"
12'-6"
18" 18"
9"3'-9"6'-6"3'-9"9"
18"
SECTION E-E
EL. 634.0
EL. 620.5
EL. 619.5
EL. 618.5
EL. 606.0
EL. 601.0
EL. 606.0
EL. 618.5
SECTION F-F
2'-0"
9"
EL. 601.0
EL. 639.0
EL. 634.0
STEEL PILING
9"
3'-1"
12"
2'-0"
EL. 639.67
EL. 623.94
EL. 618.5
EL. 603.5
EL. 605.0
EXCAV.
SLOPE 1 ON 1
FILL
E X C
A V . S
LO
P E
O
N
U.P. EL. 631.0
L.P. EL. 620.0
P
IL
IN
G S
P A
C E
D
C T
R S
2'-6" 5'-0" 5'-0" 5'-0"
2'-6"
2'-2"
2'-6"
2'-0"
S
P A
C E
S
S
P A
C E
S
2'-6" 5'-0" 5'-0" 5'-0"
2'-0"
2'-6"
2'-0"
E L .0
E L .7
E L .5
E L .5
E L .0
E L .0
E L .5
E L .0
STA. 62.0A
STA. 62.5A
STA. 68.0A
E L .0
E L .0
E L .5
E L .7
5 E L .0
E L .4
E L .5
E L .7
E L .5
S T
E E
L P
IL
IN
G
E L .0
E L .5
E L .5
E L .0
PULL BOX
STA. 130.0A
CHECK POST
STA. 140.0A
STA. 134.0A
MANHOLE
E L .0
E L .0
E L .0
A U
X L
O C
K
E L .0
E L .3
E L .0
S T
E E
L P
IL
IN
G
E L .0
E L .0
E L .0
E L .0
S T
E E
L P
IL
IN
G E
L .5
STA. 70.5A LADDER
MOORING HOOK
STA. 73.0A
CHECK POST
STA. 95.0A C GAGEL
STA. 197.5A
STA. 207.0 A
STA. 169.0A
C OF GAGEL
STA. 160.75A
STA. 153.0A MOORING HOOK
RECESS FOR LIGHT
SEE SHEET NO. 29/6
STA. 146.5A
S T
R U
T
E L .5
D
IA
S
T E
E L P
IP
E C
A P
P E
D A
T U
P P
E R E
N D
STA. 116.2A
STA. 175.0.A
CONSTRUCTION JOINTS
RING BOLT STA. 206.5A
STA. 75.0A
LIGHT ST'D. RECESS STA. 70.0A
SUMP 10'-0'x10'-0"x4'-0" DEEP
CHECK POST STA. 64.0A
STA. 63.0A MOORING HOOK
STA. 60.5A LADDER
STA. 54.0A MANHOLE
CONTROL STAND
C OF PINTLE STA. 80.0 AL
CONSTRUCTION JOINTS
'-1 14 "
STA. 99.22A
S T
R U
T
STA. 132.0A
CONTROL STANDS
T
R U
T
S T
R U
T
S T
R U
T
STA. 146.0A
STA. 144.0A
STA. 150.5A LADDERS
STA. 148.0A MOORING HOOKS
STA. 160.75A
STA. 160.0A CHECK POST
STA. 225.5A
STA. 216.0A
R4'-0"
LOCK FACE OF CONCRETE OF
BOTH WALLS ABOVE STA. 151.25A
TO BE SET BACK 1/2" TO ALLOW
FOR WALL ARMOR.
SEE SHEET 20/18
STRUT
C O
F L
O C
K L
R4'- 0"
LIGHT STD. RECESS STA. 195.0A
CHECK POST STA. 192.0A
C U
R R
E N
T
STA. 207.0A
STA. 212.0A
CHECK POST
STA. 229.0A
AA
C
C
G
G
STA. 195.0A
LIGHT STD. RECESS
STA. 174.0A
STA. 162.0A
HAULAGE ENGINE
PULL BOX
STA. 147.0A
STA. 142.5A
STA. 140.0A
STA. 134.0A
MANHOLE
STEEL PILING
STA. 138.0A
PULL BOX
STA. 70.0A
LIGHT ST'D.
RECESS
PULL BOX
STA. 64.0A CHECK POST
STA. 60.5A LADDER
STA. 58.0A MOORING HOOK
STA. 62.0A
END OF STEP
LOCK CHAMBER PAVED WITH CONCRETE 18" THICK
WITH 6" DIA. RELIEF HOLES.
NOTE:-
TOP OF SUMP IS 5" LOWER THAN SHOWN ON PLAN.
LOCK FLOOR IS WARPED TO MEET THIS ELEVATION.
C STRUT
STA. 39.5A
L
STA. 15.0A
CHECK POST
CHANGE IN CULVERT FROM
12'-6"x12'-6" TO 14'-0" DIA. SECTION
STA. 2.0A
C LATERAL STA. 3.0BL
STA. 5.25A
MANHOLE
STA. 14.0A
STA. 22.0A
E L .6
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
P
IL
IN
G S
P A
C E
D
C T 'R
S
S T
E E
L P
IL
IN
G
E L .4
E L .5
E L .7
E L .0
E L .5
E L .7
E L .5
E L .5
E L .5
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .3
S
T E
E L P
IL
IN
G
E L .0
E L .0
BB
D
D
F
F
E
E
GENERAL NOTES
FOR LOCATION & DETAILS OF MANHOLES
& ELECTRICAL CONDUITS SEE SHEETS 29/1-9.
FOR DETAILS OF LADDERS, MOORING-
HOOKS & RING BOLTS SEE SHEET 20/23
FOR DETAILS OF TAINTER SEE SHEETS-
20/21-22, 25/1-10.
FOR STEEL REINFORCING SEE SHEETS-
20/12-13.
FOR DETAILS OF LOCK GATES SEE
SHEETS 21/1-23.
FOR LOCATIONS & DETAILS OF RECESS
COVER GRATINGS SEE SHEET 20/20.
FOR DETAILS OF MITER SILL
POIREE SILLS. SEE SHEETS 20/14-15.
SUBMITTED
U.S. ENGINEER OFFICE
M-L8-20/3-FS
LOCK & DAM NO. 8
MISSISSIPPI RIVER
LOCK
MASONRY-UPPER GATES MAIN LOCK
CORPS OF ENGINEERS U.S. ARMYWAR DEPARTMENT
ST. PAUL, MINNESOTA
SCALE: 3/32 INCH = 1 FOOT
ST. PAUL, DISTRICT
OCTOBER 1933
DRAWN BY:
SENIOR ENGINEER
TRACED BY:
APPROVED
MAJ. CORPS OF ENGINEERS
DISTRICT ENGINEER
ST. PAUL DISTRICT
CHECKED BY:
REVISIONS
CHARACTERDATEBY
J.E.P. FINISHED STRUCTURE AS OF MARCH 1935
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED
B.F.K. B.F.K. F.N.R.-H.R.N.
15' 20' 30'25'10'5'012"
PLAN
4'-0"
EL. 601.0
EL. 606.0
EL. 611.0
EL. 620.0
EL. 624.0
EL. 629.0
EL. 619.0
EL. 639.0
S T
A .5 B
S T
A .0 B
C H
E C
K P
O S
T
S T
A .2
B
L
IG
H T S
T D
R E
C E
S S
S T
A .0 B
C H
E C
K P
O S
T
EL. 631.0
S T
A .0 B
C H
E C
K P
O S
T
S T
A .0 B
S T
A .0 B
18" 18"
18" 18"3'-0" 3'-0" 3'-0" 3'-0"3'-0"
EL. 601.0
EL. 606.0
EL. 605.0
15'-6"
EL. 620.0
EL. 624.0
2'-0" EL. 623.0
EL. 628.33
EL. 626.83
24"
S T
A .0 B
C H
E C
K P
O S
T
18"
S T
A
.0
BEL. 613.8
10'-0"
CULVERT CHANGES FROM
12'-6"x12'-6" TO 14'-0"
DIA. IN THIS SECTION
8'-6"
10'-0"
12'-0" 12'-0"
6'-0"
EL. 595.75
2'-6"18"
22 SPACES AT 3'-0" = 66'-0"
2'-0" 2'-0"
14'-4"22"
12"8"
9'-2"9'-0"
3'-3"
4'-11"
2'-3"
1 2
12" V.C. PIPE
EL. 601.0
SPACED 3'-0" CTRS.
EL. 609.0
EL. 635.56
EL. 629.75
EL. 632.5
EL. 633.75
INTERMEDIATE WALL
EL. 606.0
12" DIA. OPENING IN CONCRETE
EL. 596.5
94 SPACES AT 3'-0" = 282'-0"
MANHOLE
C
C
MANHOLE #6
12" VITRIFIED CLAY PIPE
S T
A .0 B
S T
A .0 B
C H
E C
K P
O S
T S
S T
A .0 B
S T
A .0 B
S T
A .0 B
C H
E C
K P
O S
T
S T
A .0 B L
IG
H T S
T A
N D
A R
D R
E C
E S
S
CRIB STONE PROTECTION 12' WIDE.
(DERRICK STONE)
S T
A .0 B
S T
A .0 B
S T
A .5 B C O
F M
H O
O K
S
A U
X L
S T
A .0 B C G
A G
E -M
A
IN
L
LL
S T
A .0 B -C
H E
C K P
O S
T
M A
N H
O L E
S
S T
A .0 B
C C
R O
S S
O V
E R
M A
IN
S T
A .0 B
L A
D D
E R
S T
A .0 B
S T
A .5 B
S T
A .0 B C
H E
C K P
O S
T
S T
A .5 B
S T
A .0 B
S T
A .0 B
C O
F P
IN
T L E
S T
A .0 B
S T
A .0 B
L
STONE PROTECTION (DERRICK STONE)
CRIB FILLED WITH RIPRAP
S T
A .0 B
L
IG
H T S
T D
R E
C E
S S
P U
L L B
O X
S T
A .5 B M .H
O O
K S
S T
A .0 B
L A
D D
E R
S T
A .0 B
S T
A .0 B
C R
O S
S O
V E
R
M A
IN
L
C L
S T
A .0 B
EL. 595.75
EL. 601.0
EL. 606.0
EL. 611.0
EL. 620.0
EL. 624.0
EL. 629.0
S T
A .0 B
L
IG
H T S
T D
R E
C E
S S
S T
A .0 B
C H
E C
K P
O S
T
S T
A .0 A
C H
E C
K P
O S
T
EL. 639.0
S T
A .0 A
S T
A .5 A
EL. 619.0
S T
A .0 A C
H E
C K P
O S
T
24"
S T
A .0 B
C H
E C
K P
O S
T
S T
A .2
B
M A
N H
O L E
S T
A .0 B
S T
A .2
B L
IG
H T S
T D
R E
C E
S S
S T
A .0 B
S T
A .0 B C
H E
C K P
O S
T
S T
A .9
B
S T
A .0 B C
H E
C K P
O S
T
S T
A .0 B
S T
A .6
B
S T
A .0 B
S T
A .0 B
18'-0"
S T
A .0 B
C L C
R O
S S
O V
E R
M A
IN
L
O C
K
24"
M A
N H
O L E
S
S T
A .0
B
S T
A .0 B
12"x24" KEY
S T
A .7
B
S T
A .0 B
C H
E C
K P
O S
T
CENTRAL CONTROL
STATION
S T
A .0 B
L A
D D
E R
S T
A .5 B M .H
O O
K S
S T
A .8 B
S T
A .0 B C
H E
C K P
O S
T
S T
A .0
S T
A .0 B
S T
A .0 B
S T
A .2
B
S T
A .5
B
S T
A .0
B
S T
A .7
B
S T
A .0 B
L
IG
H T S
T D
R E
C E
S S
S T
A .0 A
S T
A .2
A
M A
N H
O L E
S T
A .0 A
15' 20' 30'25'10'5'012"
SUBMITTED
U.S. ENGINEER OFFICE,
M-L8-20/5-FS
LOCK & DAM NO. 8
MISSISSIPPI RIVER
LOCK
CORPS OF ENGINEERS U.S. ARMYWAR DEPARTMENT
ST. PAUL. MINNESOTA
SCALE: 3/32 INCH = 1 FOOT
ST. PAUL. DISTRICT
NOVEMBER 1933
DRAWN BY: W.E.G.
SENIOR ENGINEER
TRACED BY: W.E.G.
APPROVED
MAJ. CORPS OF ENGINEERS
DISTRICT ENGINEER
ST. PAUL DISTRICT
CHECKED BY: F.N.R-H.R.N.
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED
DATEBY CHARACTER
REVISIONS
MASONRY-WALLS BETWEEN GATES- MAIN LOCK
18"
EL. 602.5EL. 604.4
S T
A .0 B
S T
A .0 B L
A D
D E
R
S T
A .5 M .H
O O
K S
EL. 639.0
EL. 613.0
EL. 611.25
" EL. 622.5
S T
A .3 B
EL. 618.5
S T
A .8 B
4'-0"
18"
S T
A .0 B
L A
D D
E R
S T
A .5 B
C L L
A T
E R
A L
S T
A .4 B
L
10'-0"8'-0"
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 18"18"
8'-9"8'-9"
EL. 601.0
EL. 606.0
EL. 624.0
EL. 629.0
S T
A .1 B
S T
A .1 B
S T
A .7 B
S T
A .5 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
EL. 595.75
3'-0" 3'-0" 3'-0" 3'-0" 18"18"
18" 18"
18"
EL. 631.0
EL. 639.0
EL. 625.5
C 12" V.C. PIPEL
S T
A .0 B
S T
A .5 M .H
O O
K S
S T
A .0 B
C H
E C
K P
O S
T
S T
A .3 B
S T
A .4
B
S T
A .0 B
S T
A .8 B
S T
A .0 B
S T
A .0 B
15°
S T
A .0 B
12'-0"
S T
A .5 B
S T
A .4 B
S T
A .0 B
S T
A .5
B
S T
A .5
B
L A
T E
R A
L S
S T
A .3
IG
H T S
T D
R E
C E
S S
S T
A .0 B
S T
A .0 B
C H
E C
K P
O S
T
3'-9" 3'-9"
S T
A .0 B C L
A D
D E
R M
A
IN
L
L
S T
A .5 B C M .H
O O
K S M
A
IN
L
L
S T
A .0 B C L
A D
D E
R A
U X L
L
S T
A .1 B
C O
F G
A G
E L
S T
A .1 B
S T
A .7 B
10'-0"
S T
A .5 B
S T
A .0 B
S T
A .0 B
S T
A .0 B
S T
A .0 B B
S T
A .0 B
S T
A .2
B
L
IG
H T S
T D
R E
C E
S S
L A
D D
E R
S T
A .2
B
S T
A .1
B
S T
A .7
B
S T
A .0 B
L
IG
H T S
T D
R E
C E
S
SL
A T
E R
A L S
SEE SHEET NO.S 20/1 AND 20/8 FOR DETAILS
OF CRIB AND STONE PROTECTION
S T
A .0 B
6" HOLE
S T
A .0 B C
H E
C K P
O S
T S
155 SPACES AT 3'-0" = 465'-0" SPACED 3'-0" CTRS.SPACED 3'-0" CTRS.
S T
A .0 B C
H E
C K P
O S
T
S T
A .0 B L
IG
H T S
T D
R E
C E
S S
S T
A .0 B
C H
E C
K P
O S
T C L
A T
E R
A L S
L
S T
A .5
B
S T
A .8 B
A
A
LAND WALL
S T
A .0 B L
IG
H T S
T D
R E
C E
S S
S T
A .0 B C
H E
C K P
O S
T
S T
A .0 B C
H E
C K P
O S
T
C O
F L
A T
E R
A L S
L
S T
A .4
B
S T
A .8
B
S T
A .5
B
S T
A .1
B
S T
A .6
B
S T
A .8
B
B
B
GENERAL NOTES
FOR LOCATION & DETAILS OF MANHOLES
& ELECTRICAL CONDUITS SEE SHEET NO'S
FOR DETAILS OF LADDERS, MOORING
HOOKS & RING BOLTS SEE SHEET NO. 20/23
FOR DETAILS OF TAINTER VALVES SEE
SHEET NO'S. 20/21-22, 25/1-10
FOR STEEL REINFORCING SEE SHEET NO'S.
20/12-13
FOR DETAILS OF LOCK GATES
FOR LOCATION & DETAILS OF
RECESS COVER GRATINGS SEE
SHEET NO. 20/20
AND POIREE SILLS SEE SHEET
NO'S. 20/14-15.
EL. 603.5
6'-0" 20'-0"
27'-6"
18"
18"
18" 3'-0"3'-0"3'-0"3'-0" 3'-6"3'-6"
2'-0"
18"
4'-0" 14'-0" DIA. 8'-0"
18"
L.P. EL. 620.0
U.P. EL. 631.0
EL. 639.0
EL. 623.0
EL. 624.0
12" X 24" KEY
EL. 606.0
EL. 605.0 E
X C
A V . S
LO
P E O
N
E X C
A V . S
LO
P E 1 O
N
EL. 601.0
STEEL PILING
FILL
SECTION A-A
EL. 609.0
3'-6"
EL. 628.33
KEY
R1
EL. 603.5
6'-0" 11'-0"
27'-6"
18"
18"
18" 6 @ 3'-0" 3'-6"
2'-0"
18"
4'-0" 14'-0" DIA. 4'-0"
18"
L.P. EL. 620.0
U.P. EL. 631.0
EL. 639.0
EL. 624.0
EL. 606.0
EL. 605.0 E
X C
A V . S
LO
P E O
N
E X C
A V . S
LO
P E 1 O
N
EL. 601.0
STEEL PILING
FILL
SECTION B-B
EL. 609.0
R1
3'-0"
EL. 611.0
EL. 629.0
2'-0"
3'-0" 12"
EL. 619.0
18" 3'-0"3'-0"3'-0"2'-6" 18"3'-0"3'-0"3'-0"2'-6"
EL. 603.5
L.P. EL. 620.0
U.P. EL. 631.0
EL. 639.0
EL. 605.0
FILL
EL. 601.0
FILL
18"18"
EL. 603.5
EL. 605.0
EL. 606.0
R1
6'-0" 14'-0" DIA. 6'-0"
EL. 609.0
E X C
A V . S
LO
P E O
N
E X C
A V . S
LO
P E 1 O
N
L.P. EL. 624.0
26'-0"
6'-0" 3'-0"
8'-0" 3'-0"
6'-0"
SECTION C-C
U.P. EL. 631.0
12" CRUSHED STONE
AROUND DRAIN
FILL
EL. 629.0
STEEL PILING
J.E.P. FINISHED STRUCTURE AS OF MARCH 1935
29/1-9.
SEE SHEET NOS. 21/1-23
FOR DETAILS OF MITER SILL
S T
A
STA. 536.0B
PLAN
C OF PINTLE STA. 590.0BL
CC
D
STA. 612.0B
STA. 558.23B
STA. 570.78B
G
G
B
B A
A
D
STA. 596.0B
C STRUT - STA. 542.5B
STA. 530.0B
STA. 688.0B
CHECK POST STA. 655.0B
FF
LADDER STA. 635.0B
MOORING HOOKS STA. 637.5B
STA. 622.0B
STA. 647.33B
STA. 610.0B STA. 610.0B
STA. 607.33B
STA. 528.0B
CHECK POST STA. 520.0B
MOORING HOOKS STA. 514.5B
LADDER STA. 512.0B
STA. 483.0B
C U
L V
E R
T C
H A
N G
E S F
R O
M
"x
T O
D
IA
IN
T
H
IS
S
E C
T
IO
N
STA. 527.5B
STA. 526.5B
STA. 672.0B
STA. 658.0B
STA. 653.5B
RING BOLT STA. 651.5B
CHECK POSTS STA. 638.0B
LADDER STA. 630.0B
MOORING HOOKS STA. 627.5
C OF GAGE STA. 621.0BL
EE
R E
IN
F O
R C
E D C
O N
C R
E T
E
S L
A B
T H
IC
K
STA. 611.0B
MOORING HOOKS STA. 607.5B
LADDER STA. 605.0B
CHECK POST
E L .0
E L .0
E L .0
E L .5
E L .0
E L .0
E L .4
E L .5
E L .0
H H
STA. 536.0B
STA. 528.0B
STA. 528.5B
CHECK POST STA. 520.0B
STA. 523.0B
SUMP 10'-0"x10'-0"x6'-6" DEEP
LADDER STA. 512.0B
MOORING HOOKS STA. 509.5B
C OF GAGE STA. 479.0BL
LADDER STA. 460.0B
MOORING HOOKS STA. 462.5B
S T
O N
E P
R O
T E
C T
IO
N
E L .0
E L .5
E L .6
CHECK POSTS
STA. 473.0B
STA. 458.0B LATERAL
C OF PINTLE STA. 430.0BL
E L .0
E L .0
E L .0
E L .0E
L .0
E L .0
E L .0
E L .5
E L .2
E L .5
E L .0
E L .0
E L .0
E L .0
E L .0
E L .5
E L .0E L .5
E L .0
E L .5
E L .5
E L .0
E L .5
E L .0
E L .5
E L .5
E L .7
E L .5
E L .5
E L .7
E L .5
E L .4
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
STA. 454.0B STA. 454.0B
STA. 458.0B
STA. 454.0B
LIGHT STANDARD RECESS
STA. 458.25B
LC
MANHOLE
CONTROL STAND
CHECK POST STA. 545.0B
PULL BOX
S T
E E
L P
IL
IN
G
& STEEL PILING
STA. 590.0B
STA. 602.0B
STA. 639.5B
SIGNAL LIGHT RECESS
STA. 648.0B
STA. 610.5B
LIGHT STANDARD RECESS
STA. 598.0B
STA. 434.5B
PULL BOX
STA. 516.5B
C O
F L
O C
K L
LOCK CHAMBER PAVED WITH CONCRETE
18" THICK WITH 6" RELIEF HOLES.
L
STA. 523.0B
CONTROL STAND
C U
R R
E N
T
LIGHT STANDARD RECESS
STA. 598.0B
CHECK POST STA. 606.0B
CHECK POST
STA. 473.0B
MANHOLE STA. 466.25B
STA. 463.0B
C LATERAL STA. 459.0BL
LIGHT STANDARD
RECESS STA. 458.25B
STA. 464.0B
STA. 476.0B
PULL BOX
MANHOLE
PULL BOX
H A
U L
A G
E E
N G
IN
E P
U L L B
O X
STA. 611.0B
E L .6
E L .0
E L .5
E L .0
E L .7
E L .5
E L .0
E L .5
E L .5
E L .7
E L .0
E L .0
E L .0
E L .0
E L .0
E L .0
SET BACK FACE OF CONCRETE 1/2" TO ALLOW
FOR WALL ARMOR BELOW STA. 612.23B ON
LOCK FACE OF LAND WALL; BELOW STA. 612.48B
ON MAIN LOCK FACE OF INTERMEDIATE WALL
AND BELOW STA. 605.75B ON AUXILIARY LOCK
FACE OF INTERMEDIATE WALL.
SEE SHEET 20/18
REINFORCED CONCRETE
SLAB 2'-0" THICK
EXCAV. SLOPE 1 ON 1
C OF PINTLEL
STEEL PILING
EL. 604.33
EL. 604.0
EL. 602.0 FILL
STEEL PILING
12"x12" DRAIN
EL. 604.83
EL. 596.5
EL. 602.5
EL. 603.75
EL. 606.0
SECTION G-G
FILL
EXCAV. SLOPE
1 ON 1
12"x12" DRAIN
EL. 601.0
CRIB FILLED WITH RIPRAP
EXCAV. SLOPE 1 ON 1
STONE PROTECTION
EL. 606.0
EL. 604.0
EL. 596.0
SECTION H-H
EL. 601.0
10"x12" CRIB TIMBERS
FILL
EL. 605.0
L.P.EL.620.0
GENERAL NOTES
SECTION B-B
EL. 606.0
SECTION A-A
SECTION C-C SECTION D-D
EL. 639.0
SECTION E-E SECTION F-F
EL. 634.0
EL. 606.0EL. 605.0
EL. 604.0
EL. 596.0 STEEL PILES
EL. 634.0
EL. 618.5
EL. 605.0
EXCAV. SLOPE 1 ON 1
EL. 601.0
O
N
E X C
A V . S
LO
P E
L.P.EL. 620.0
EL. 596.0
EL. 618.5
EL. 606.0
EL. 602.5
EL. 601.0
O
N
E X C
A V . S
LO
P E
STEEL PILES
L.P. EL.620.0
EL. 629.75
EL. 618.5
EL. 606.0
EL. 605.0
EL. 604.0
EL. 602.5
EL. 601.0
FILL
STEEL PILES
FILL
FILL
EL. 618.5
EL. 639.0
FILL
EL. 603.5
STEEL PILES
EL. 596.5
EL.639.0
EL.633.75
EL.632.5
EL.629.75
EXCAV. SLOPE 1 ON 1
EL. 635.56
EL. 639.0
EL. 639.0
EL. 618.5
EL. 606.0
EXCAV.
SLOPE 1 ON 1
FILL
EL. 604.0
EL. 602.0
EL. 612.0
L.P.EL.620.0
EL. 639.0
FILL FILL
EXCAV. SLOPE 1 ON 1
EL. 604.0
EL. 601.0
EL. 602.0
EL. 632.0
EL. 626.0
EL. 622.5
EL. 617.0
EL. 611.0
EL. 618.5
EL. 606.0
E X C
A V . S
LO
P E
O
N
EL. 601.0
FOR LOCATION & DETAILS OF MANHOLES & ELECTRICAL CONDUITS SEE SHEETS
NO'S 29/1-9. FOR DETAILS OF LADDERS, MOORING HOOKS & RING BOLTS SEE SHEET NO. 20/23.
FOR DETAILS OF TAINTER VALVES SEE SHEET NO'S. 20/21-22 25/1-10.FOR STEEL
REINFORCING SEE SHEET NO. 20/12-13. FOR DETAILS OF LOCK GATES SEE
SHEET NOS. 21/1-23. FOR LOCATION & DETAILS OF RECESS COVER GRATINGS
SEE SHEET NO. 20/20.
FOR STRUTS BETWEEN LOCK WALLS SEE SHEET NO. 20/7
FOR DETAILS OF MITER
SILL & POIREE SILL
SEE SHEET NOS.
20/14-15
SUBMITTED
U.S. ENGINEER OFFICE
M-L8-20/8-FS
LOCK & DAM NO. 8
MISSISSIPPI RIVER
LOCK
MASONRY-UPPER GATES MAIN LOCK
CORPS OF ENGINEERS U.S. ARMYWAR DEPARTMENT
ST. PAUL, MINNESOTA
SCALE: 3/32 INCH = 1 FOOT
ST. PAUL, DISTRICT
NOVEMBER 1933
DRAWN BY:
SENIOR ENGINEER
TRACED BY:
APPROVED
MAJ. CORPS OF ENGINEERS
DISTRICT ENGINEER
ST. PAUL DISTRICT
CHECKED BY:
REVISIONS
CHARACTERDATEBY
J.E.P. FINISHED STRUCTURE AS OF MARCH 1935
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED
S.C.N. S.C.N. H.R.N - F.N.R
15' 20' 30'25'10'5'012"
STA. 506.5B
4"x4" VENTS 10'-0" C TO C
18"
2'-0"2'-0"7'-6"4'-0"4'-0"5'-0"
24'-6"
18"
12'-6"4'-0"
18"
3'-6"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"
18"18"
18"
2'-0" 18"3'-0"3'-0"
4'-0" 12'-6" 4'-0"
5'-6" 2'-6"4'-9" 8'-6" 4'-9"
26'-0"
18"
9"9"
18"18"3'-0"3'-6"3'-6"3'-0"3'-6"3'-6"3'-0"18"
3'-0"3'-0"3'-0"3'-0"3'-0"18"
12'-0"
18"
13'-0"
3'-0"3'-0"3'-0"2'-6"
2'-6"
4'-0"3'-6"3'-6"18"
18"
2'-0"
12'-6" 6'-9"6'-9"
26'-0"
12'-6"
3'-9"6'-6"3'-9" 8 "9"3'-9"6'-6"3'-9"9"
12'-6"
4'-0"12'-6"4'-0"
5'-6"2'-6"4'-9"8'-6"4'-9"
26'-0"
2'-0"
18"
12'-0" 20'-0"
3'-6"3'-6"18"
VARIES
2 @ 3'-0"
18"5'-0"4'-0"5'-0"6'-0"11'-3"4'-9"18"
18" 2'-6"4'-6" 4'-6" 18"2'-6"4'-6"4'-6"4'-0"
S
P A
C E
S
2'-0"
P
IL
IN
G S
P A
C E
D
C E
N T
E R
S
12'-0"
110'-0" FACE TO FACE OF WALL ARMOR
R
A D
5'-0"5'-0"5'-0"2'-6"
2'-2"
5'-0"5'-0"5'-0"2'-6"
23'-8"
8'-0"12'-6"4'-0"
24'-6"
2'-0"2'-0"7'-6"4'-0"4'-0"5'-0"
2'-0"
R 3"
R3"
R
2'-6"
2'-8" 15'-9"
4'-0"12'-6"9'-6"
4'-9" 8'-6" 4'-9"
17"3'-1"12" 1
'-0
'-0
5'-6"
2'-6" 18'-0"
10'-3"
14'-0"
9" 9"
9"
7'-0"
2'-0"
6'-3"
11'-0"
3'-0"2'-0"11'-0"3'-0"6'-0"18"
26'-6"
'-1 14 "
18"
6'-9"12'-6"6'-9"
2'-0"
10'-3"
13'-0"
12'-6"
1 4
3 4
7'-0"4
2'-0"
2'-0"
2'-0"
P
IL
IN
G S
P A
C E
D
C T
O C
S
P A
C E
S
5'-0"5'-0"5'-0"2'-6"
5'-0"5'-0"5'-0"2'-6"
2'-0"
5'-0"5'-0"5'-0"2'-6"
5'-0"5'-0"5'-0"2'-6"
12" DIA.
2'-2"
2'-0"
20'-0"
13'-0"
15'-9"
12"
12"
26'-0"
R
R4'-0"
R4'-0"
R
R
12"
18"
12'-6"
9"
12" 12"
110'-0"
6'-3"
9" 18"
14'-0"
6'-6" 3'-9"
3'-9"
12" 12"
9"
9" 9"
9"
6'-6" 3'-9"
9"
3'-9"
| LD_8_WM_01-G006_G-006--A |
| LD8_WM_07-S201_S-201--A |
| LD8_WM_07-S201_S-202--A |
| LD8_WM_07-S201_S-203--A |
| LD8_WM_07-S204_S-204--A |
| LD8_WM_07-S204_S-205--A |
| LD8_WM_07-S204_S-206--A |
| LD8_WM_07-S301_S-301--A |
| M-L8-20-1M-FS |
| M-L8-20-3-FS |
| M-L8-20-5-FS |
| M-L8-20-8-FS |
File details come from the government source that posted it. Updated .