LD4 Plans W912ES22B0006.pdf
PDF 27 MB Posted
- Attached to
- Lock and Dam 4 Sheet Pile Installation/construction Federal contract opportunity
- Solicitation number
- W912ES22B0006
About this file
This document outlines a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District St Paul. The solicitation, number W912ES22B0006, is for lock and dam sheet pile installation and construction services at Lock and Dam 4. Interested parties were to respond by July 8, 2022 for the project, which involves installing sheet piling at the lock and dam. The opportunity was open to all interested contractors and no specific set-asides or limitations were included in the solicitation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| LD4_Bidding Abstract.pdf | ||
| 22B0006 LD4 Amendment 0005.pdf | ||
| 22B0006 LD4 Amendment 0004.pdf | ||
| 22B0006 LD4 Amendment 0003.pdf | ||
| 22B0006 LD4 Amendment 0002.pdf | ||
| LD 4 Pre-bid Contractor Site Visit Sheet Pile Install.pdf | ||
| 22B0006 LD4 Amendment 0001.pdf | ||
| LD4 Solicitation and Specifications W912ES22B0006.pdf | ||
| LD4 Site Visit Meeting Location.pdf |
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®of Engineers
US Army Corps of Engineers
US Army Corps a u to ti m e
ID
Sheet
LAKE
SU
PER
IO
R
RED LAKE
UPPER
LAKE
DEVIL'S
TRAVERSE
LAKE
RED LAKE
LOWER
ITASCA
LAKE
LAKE
CASS
LAKE
LEECH
WINNIBIGOSHISH
LAKE
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LACS
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SOUTH DAKOTA
MINNESOTA
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RIVERS & LAKES
C A N A D A
STATE BOUNDARY
LEGEND
DISTRICT BOUNDARY
NATIONAL BOUNDARY
LOCK AND DAML/D 12
MINOT
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MINNEAPOLIS ST. PAUL
ROCHESTER LA CROSSE
MANKATO
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L/D 1
L/D 2
L/D 4
L/D 3
L/D 5 L/D 6
L/D 5A
L/D 7
L/D 8
L/D 9
L/D 10
LAKE
BIG STONE
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RAPIDS
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LOCATION
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®of Engineers
US Army Corps of Engineers
US Army Corps a u to ti m e
ID
Sheet
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
S-505
S-504
S-503
S-502
S-501
S-201
S-101
S-001
C-101
B-202
B-201
B-101
G-101
G-003
G-002
G-001
LD4SP_S-505---.dgn
LD4SP_S-504---.dgn
LD4SP_S-503---.dgn
LD4SP_S-502---.dgn
LD4SP_S-501---.dgn
LD4SP_S-201---.dgn
LD4SP_S-101---.dgn
LD4SP_S-001---.dgn
LD4SP_C-101---.dgn
LD4SP_B-202---.dgn
LD4SP_B-201---.dgn
LD4SP_B-101---.dgn
LD4SP_G-101---.dgn
LD4SP_G-003---.dgn
LD4SP_G-002---.dgn
LD4SP_G-001---.dgn
PIEZOMETER DETAILS
MISCELLANEOUS SECTIONS AND DETAILS
SHEET PILE DETAILS
CONNECTION DETAILS
WALE/TIE ROD DETAILS
ELEVATION AND SECTIONS
LAYOUT PLAN
STRUCTURAL NOTES
STRUCTURAL DRAWINGS
EXCAVATION PLAN
CIVIL/SITE DRAWINGS
BORING LOGS 18-30MU, 18-31M, AND 18-32M
BORING LEGEND, NOTES, AND LOG 18-30M
BORING LOCATION PLAN
GEOTECHNICAL DRAWINGS
SITE MAP, WORK AND PROJECT LIMITS
DRAWING INDEX, REFERENCES, GENERAL NOTES AND SYMBOLS
LOCATION AND VICINITY MAPS
COVER SHEET
GENERAL DRAWINGS
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
M-L4-20/23-FS
M-L4-20/19-FS
M-L4-20/18C-FS
M-L4-20/12-FS
M-L4-20/11-FS
M-L4-20/4-FS
M-L4-20/3-FS
M-L4-20/2-FS
M-L4-20/1M-FS
M-L4-20/1-FS
Z2-22.PDF
FLOW_DURATION_2_LD4.PDF
FLOW_DURATION_1_LD4.PDF
FLOW_HYDROGRAPH_LD4.PDF
TAIL_DURATION_2_LD4.PDF
TAIL_DURATION_1_LD4.PDF
TAILWATER_HYDROGRAPH_LD4.PDF
POOL_STAGE_DURATIONS2_4.PDF
POOL_STAGE_DURATIONS1_4.PDF
POOL_HYDROGRAPH_LD4.PDF
M-L4-20-23-FS.PDF
M-L4-20-19-FS.PDF
M-L4-20-18C-FS.PDF
M-L4-20-12-FS.PDF
M-L4-20-11-FS.PDF
M-L4-20-4-FS.PDF
M-L4-20-3-FS.PDF
M-L4-20-2-FS.PDF
M-L4-20-1M-FS.PDF
M-L4-20-1-FS.PDF
BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL
NPDES/EROSION CONTROL STANDARD PLATES
FLOW DURATION CURVES - JULY-DECEMBER - 1959-2021
FLOW DURATION CURVES - JANUARY-JUNE - 1959-2021
FLOW HYDROGRAPHS - JANUARY 01-DECEMBER 31 - 2011-2020
TAILWATER ELEVATION DURATION CURVES - JULY - DECEMBER - 1936-2021
TAILWATER ELEVATION DURATION CURVES - JANUARY - JUNE - 1936-2021
TAILWATER HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2011-2020
POOL ELEVATION DURATION CURVES - JULY - DECEMBER - 1972 - 2021
POOL ELEVATION DURATION CURVES - JANUARY - JUNE - 1972 - 2021
POOL ELEVATION HYDROGRAPHS - JANUARY 01 - DECEMBER 31 - 2011 - 2020
HYDROGRAPHS
LOCK & DAM NO. 4 - LOCK - DETAILS OF MISCELLANEOUS METAL PARTS
LOCK & DAM NO. 4 - LOCK - DETAILS OF WALL ARMOR AND PROTECTION ANGLES
LOCK & DAM NO. 4 - LOCATION OF WALL ARMOR AND PROTECTION ANGLE - INT WALL-AUX LOCK-RIVER WALL
LOCK & DAM NO. 4 - LOCK - REINFORCING STEEL-RIVER WALL AND MISCELLANEOUS
LOCK & DAM NO. 4 - LOCK - REINFORCING STEEL-LAND AND INTERMEDIATE WALLS
LOCK & DAM NO. 4 - LOCK - MASONRY-UPPER GATES-AUXILIARY LOCK
LOCK & DAM NO. 4 - LOCK - MASONRY-UPPER GATES-MAIN LOCK
LOCK & DAM NO. 4 - LOCK - PILE SPACING
LOCK & DAM NO. 4 - LOCK - MONOLITH LAYOUT
LOCK & DAM NO. 4 - LOCK - GENERAL PLAN
MISSISSIPPI RIVER - LOCK & DAM NO. 4 - LOCK
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE:
DETAIL/SECTION
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
D5
C-102
D5
SECTION
C-302
C-501
FRONT SIDE
ELEVATION
TOP
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
ABBREVIATIONS
GENERAL LEGEND
SHEET ID X-000
GENERAL NOTES:
97-1M
AND NUMBER
BORING LOCATION
AND NUMBER
DWG OUTLINE
RIPRAP
EXISTING
RIPRAP
NEW
ELEVATION
WATER SURFACE
Y 382
GROUT-SHEET PILE VOID
GROUT-SEEPAGE CUTOFF
PL PLATE
NTS NOT TO SCALE
UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION4.
TO NAVD 88 BY SUBTRACTING 0.41 FEET.
DRAWINGS. THESE VALUES HAVE BEEN ADJUSTED FROM MSL 1912
3. ELEVATIONS FOR EXISTING CONDITIONS WERE OBTAINED FROM AS-BUILT
COORDINATE SYSTEM, NAD 83 US SURVEY FEET.
HORIZONTAL CONTROL BASED ON WISCONSIN STATE PLANE SOUTH ZONE2.
UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL1.
RIPRAP
WORK LIMITS / ACCESS LIMITS
CONTRACTING OFFICER CO
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HORIZONTAL
VERTICAL AND
AND LOCATION
CONTROL POINT
VERTICAL##
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PARKING LOT
EMPLOYEE
SEE NOTE 7SEE NOTE 7
SEE NOTE 5
SEE NOTE 5
SEE NOTE 4
SEE NOTE 7
SEE NOTE 9
NOTE 6
SEE
SEE NOTE 3
WORK LIMITS
SEE NOTE 10
(IF NEEDED)
STAGING AREA
SECONDARYSEE NOTE 11
E 1466368.66
N 185517.48
E 1466379.28
N 185502.77
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®of Engineers
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US Army Corps a u to ti m e
ID
Sheet
8+00B LGW
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10+50A UGW
C248
M
IS
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P I R
IV
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100' 200'0
SITE MAP
A1
N
LOCK A
ND D
AM
NO.
SCALE 1"=100'
LOCK AND DAM NO. 4
E L
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ENTRANCE
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A T E H
W Y
R A
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N
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T
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A
GENERAL SHEET NOTES:
COORDINATE WITH CONTRACTING OFFICER FOR USAGE.
POSSIBLE MOORING AREAS, CONTRACTOR TO 11.
EXISTING PARKING LOT LIMITS.
SECONDARY STAGING AREA LIMITS FOLLOW10.
ACCESS LIMITS, NO STORAGE ALLOWED.9.
USACE CO FOR ACCESS POINTS.
UPPER MITER GATES. CONTRACTOR TO COORDINATE WITH
FOOT ACCESS IS AVAILABLE ACROSS THE MAIN LOCK 8.
AND/OR ROADWAY.
ACCESS OR STAGING LIMITS FOLLOW EXISTING WALKWAY 7.
UPPER I-WALL.
MINIMUM 4' WIDE ACCESS ROUTE SHALL REMAIN CLEAR ON 6.
WORK LIMITS FOLLOW EXISTING FENCE LINE.5.
EXISTING SECURITY GATE WITH LOCK AT THIS LOCATION.4.
WALL.
AND TAINTER VALVE OPERATING MACHINERY ON THE I-
REGULATING DAM, INCLUDING THE MAIN LOCK MITER GATE
AND THE AUXILIARY LOCK MITER GATE TO THE
PARKING LOT ACROSS THE MAIN LOCK UPPER MITER GATE
REMAIN OPEN AT ALL TIMES FOR USACE STAFF FROM THE
FOR A 4' WIDE SAFE AND CLEAR FOOT/CART ACCESS SHALL
WORK LIMITS FOLLOW EXISTING AUXILIARY LOCK, EXCEPT 3.
CONDITION.
CONSTRUCTION TO BE RESTORED TO ORIGINAL
PRIOR TO CONSTRUCTION, ALL AREAS DISTURBED DURING
CONTRACTOR TO DOCUMENT EXISTING CONDITIONS 2.
FOR PARKING AND STAGING AREAS.
CONTRACTING OFFICER TO DETERMINE FINAL LOCATION
CONTRACTOR TO COORDINATE WITH USACE
APPROXIMATE LOCATION FOR STAGING AREA SHOWN. 1.
W E
S B
C/L AUXILIARY CHAMBER
WALL
INTERMEDIATE
EXISTING
WALL
RIVER
EXISTING
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D D
A M
N O
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
N
V D
N A
D
B
.9
B O
R
IN
G L
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N
P L
A N
/1
/1
A L
M A
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
18-30M
18-30MU
18-32M
18-31M
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 I Z
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
N
F L
O W
GENERAL SHEET NOTES:
3/16" = 1'
A2
SCALE:
BORING LOCATION
PLAN
8'0 4' 16'
THE PROJECT SPECIFICATIONS.
BORING TESTING INFORMATION IS INCLUDED WITH1.
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
W E
S B
A T
S
P B
-2 d g
B-201
R
IN
G L
E G
E N
D N
O T
E S
A N
D L
O G
-3
M
D
E D
D
R E
B
B .G
E L
S C
H U
S
A S
N O
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D
M
IS
S
IS
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A M
N O
L O
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A N
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A M
S
H E
E T
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IL
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T A
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A T
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A L
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I
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P
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L
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IN
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S O
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A
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O F
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G
IN
E E
R S
S T
A N
L E
Y C
O N
S U
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A N
T S
IN
C
W
A Y
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T A
B O
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E V
A R
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M
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N N
O
F
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A M
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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 I Z
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
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D E
S C
R
IP
T
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N
C O
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R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u to ti m e
ID
Sheet
NOTES:
SPT
601.1
18-30M
06 NOV 18
D
MC LL PL10
G.S. 649.3
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
3. UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
2. * NOTES 2-INCH ID SAMPLER USED WITH NON-STANDARD COUPLER (NO N-VALUE)
W.S. 666.7
CL
ML
SM &
CL
SP
SP
' WATER1.4' TO 18.8
WOOD FRAGMENTS, GRAY TO DARK GRAY
SAND, LOOSE, WET, WITH 22.8' TO 34.7'
AND GRAY
SHELLS, WITH SANDY SILT SEAMS, GREEN
CLAY , SOFT, WET, WITH 34.7' TO 40.9'
SAND LAYERS, BROWN, GREEN, AND GRAY
WET, WITH ORGANICS, INTERBEDDED WITH
CLAY, SOFT TO MEDIUM STIFF,40.9' TO 44.8'
ORGANICS AND SHELLS, DARK GRAY AND BLACK
CLAY, SOFT TO STIFF, WET, WITH 54.5' TO 57.7'
SAND LAYERS, BROWN, GRAY, AND DARK GRAY
WET, WITH SHELLS, INTERBEDDED WITH SILTY
CLAY, SOFT TO MEDIUM STIFF,48.0' TO 51.5'
INTERBEDDED WITH SILTY SAND SEAMS, GRAY
SANDY SILT, LOOSE, WET, 51.5' TO 54.5'
SP
CL &
SM
CL &
SM
ML &
INTERBEDDED WITH SANDY SILT SEAMS, GRAY
SILTY SAND, LOOSE, WET, 44.8' TO 48.0'
AND ORANGE BROWN
TO DENSE, WET, WITH POSSIBLE COBBLES, BROWN
SAND WITH GRAVEL, MEDIUM DENSE57.7' TO 67.0'
WATER
45 250.0031
0.25
SP-SM
SM,
LAYERS, GRAY AND DARK GRAY
SHELLS, WITH CLAYEY SEAMS AND SILT
SILTY SAND, LOOSE, WET, WITH 18.8' TO 22.8'
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
WATER SURFACE ELEVATION ON DAY OF BORING
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
ELEVATION IN METERS
DATE OF BORING
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
THAN 50 PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER
YEAR OF BORING-BORING NUMBER, BORING TYPE
GW
SM
SP
SW
GC
GM
GP
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
SC
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
1 MAY 1984
84-1M
GENERAL BORING LEGEND
GENERAL BORING NOTES
THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS.9.
ELEVATIONS REFERENCED TO N.A.V.D. 1988 ADJ. UNLESS SPECIFIED OTHERWISE.8.
SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS
% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.7.
4-INCHES.
RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THANCOLUMN.
RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY6.
THE LEFT OF THE BORING STAFF.
D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO5.
BORING STAFF.
ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE 4.
SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS
A 1-3/8 X 2-INCH SAMPLER, 3#8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR
OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING
AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE
BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT 3.
SHOWN TO THE LEFT OF THE BORING STAFF.
MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS2.
PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION,THE
GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE.1.
580 580
W E
S B
A T
D
-3
S
P B
-2 d g
B-202
R
IN
G L
O G
S
-3
M
U
-3
D
E D
D
R E
B
B .G
E L
S C
H U
S
A S
N O
T E
D
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
N O
L O
C K
A N
D D
A M
S
H E
E T
P
IL
E I
N S
T A
L L
A T
IO
N
A L
M A
W
I
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
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O R
P S
O F
E N
G
IN
E E
R S
S T
A N
L E
Y C
O N
S U
L T
A N
T S
IN
C
W
A Y
Z A
T A
B O
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E V
A R
D
M
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N E
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N A
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B
.9
S O
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A
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N N
O
F
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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
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D
A T
E
F
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E N
U M
B E
R
S I Z
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 a u to ti m e
ID
Sheet
NOTES:
SPT
18-30MU
08 NOV 18
D
MC LL PL10
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
4. CONSOLIDATION TEST PERFORMED ON TUBE 2 (38-39.5 FEET)
3. ASSUMED SAME ELEVATION AS ORIGINAL BORING
2. UNDISTURBED SAMPLES TAKEN
628.4
ORGANICS, DARK GRAY WITH BROWN MOTTLES
CLAY WITH SAND, SOFT, WET, WITH 36.0' TO 37.6'
WET, WITH SAND LAYERS, DARK GRAY
CLAY WITH SAND, MEDIUM STIFF, 38.0' TO 39.7'
CL
CL
34-36
31-48
36 18
39 24
NOTES:
SPT
594.1
18-31M
07 NOV 18
D
MC LL PL10
G.S. 643.1
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
2. * NOTES 2-INCH ID SAMPLER USED WITH NON-STANDARD COUPLER (NO N-VALUE)
W.S. 666.7
SP
CH
CL &
SP &
' WATER1.4' TO 25.0
GRAVEL, WITH WOOD PIECES25.0' TO 26.0'
BROWN, GRAY, AND DARK GRAY
WET, SCATTERED GRAVEL, SOME BLACK STANING,
SAND, LOOSE TO MEDIUM DENSE, 27.1' TO 37.5'
FAT CLAY LAYERS, WET, GRAY AND DARK GRAY
DENSE SAND AND SOFT TO VERY STIFF LEAN AND
INTERBEDDED LOOSE TO MEDIUM60.7' TO 68.4'
ORGANICS, GRAY
SAND, LOOSE, WET, TRACE 58.1' TO 60.7'
2 49
SM
SP,CL,
AND SILT, GRAY AND DARK GRAY
WET, WITH LAYERS OF CLAY, SILTY SAND,
SAND, LOOSE TO MEDIUM DENSE, 37.5' TO 58.1'
DENSE, WET, BROWN
SAND WITH GRAVEL, MEDIUM 68.4' TO 74.0'
GP
OL
SP
SP
WET, BLACK
ORGANIC SILT WITH SAND, SOFT,26.0' TO 27.1'
42 22
WATER
0.22
NOTES:
SPT
601.1
18-32M
08 NOV 18
D
MC LL PL10
G.S. 650.1
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
2. * NOTES 2-INCH ID SAMPLER USED WITH NON-STANDARD COUPLER (NO N-VALUE)
W.S. 666.7
ML
SP &
CL &
SP
' WATER1.4' TO 18.0
ORGANICS, DARK GRAY
SILTY SAND, LOOSE, WET, WITH18.0' TO 23.1
TRACE ORGANICS, GRAY
SILT, AND SOFT TO MEDIUM STIFF CLAY LAYERS, WET,
INTERBEDDED LOOSE SAND, LOOSE42.2' TO 45.6'
ORANGE BROWN
SAND WITH GRAVEL, MEDIUM DENSE, WET, 63.3' TO 67.0'
MIDDLE, WET, GRAY
SAND, AND LOOSE SILT LAYERS, WITH PEATLAYER IN
INTERBEDDED MEDIUM STIFF CLAY, LOOSE52.6' TO 63.3'
ML, SP
WITH LAYERS OF SAND, GRAY
SILT, LOOSE, WET, TRACE ORGANICS, 45.6' TO 52.6'
SP
SM
DARK GRAY WITH SOME BLACK STAINING
WITH LAYER OF ELASTIC SILT AT TOP, GRAY TO
WET, WITH SHELLS, WITH SOME SILT SEAMS,
SAND, LOOSE TO MEDIUM DENSE,23.1' TO 42.2'
CL
ML &
SP &
WATER
0.19
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
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R D
IN
A
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S Y
S T
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H
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IZ
O
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A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
580 580
W E
S B
S
P C
-1 d g n
SHEET PILE
WALL
INTERMEDIATE
EXISTING
C/L AUXILIARY CHAMBER
10H:1V SLOPE (TYP)
D
A T
E
S U
IT
E
A S
N O
T E
D
A N
S I
D
L O
C K
A N
D D
A M
S
H E
E T
P
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T A
L L
A T
IO
N
S T
A N
L E
Y C
O N
S U
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A N
T S
IN
C
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IN
N E
A P
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N
W
A Y
Z A
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B O
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D
B .G
E L
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B
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D
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C-101
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A N
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IP
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IN
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N A
D
B
.9
E X
C A
V A
T
IO
N P
L A
N
/1
/1
W I
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
A L
M A
SLOPES
EXCAVATION AREA USING STABLE
EXCAVATE DOWN TO RIVERBED SOIL
(SEE GENERAL SHEET NOTES 2 AND 3)
ALONG WALL - EL. 643.6 (TYP)
RIVERBED SOIL EXCAVATION
(TOP EL. 647.9)
EXISTING SILL
(SEE GENERAL SHEET NOTE 1)
RIVERBED SOIL EXCAVATION - EL. 638.6
(SEE GENERAL SHEET NOTE 5)
EXISTING SILL EL. 641.0
RIVERBED SOIL EXCAVATION ALONG
10H:1V 10H:1V
H
:1 V
WALL
RIVER
EXISTING
EXISTING DERRICK STONE
3'-0" 5' (MAX) 3'-0"
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
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IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
3/16" = 1'
A2
SCALE:
SHEET PILE STRUCTURE
PLAN
N
8'0 4' 16'
GENERAL SHEET NOTES:
F L
O W
EXCAVATION ALONG EXISTING SILL SHALL NOT GO BELOW EL. 641.05.
SHALL BE REMOVED AND DISPOSED OFFSITE.
EXCAVATED MATERIAL WHICH IS NOT REQUIRED OR DOESN'T MEET SPECIFICATIONS
UNTIL THE CLOSURE HAS BEEN FILLED TO THE ELEVATION SHOWN ON S-201.
GRANULAR FILL EXTERIOR TO THE SHEET PILE CLOSURE SHALL NOT BE PLACED
NOT BE PLACED UNTIL THE SHEET PILE HAS BEEN DRIVEN AND CONNECTED. SELECT
ELEVATION. SELECT GRANULAR FILL INTERIOR TO THE SHEET PILE CLOSURE SHALL
DREDGE LINE ELEVATION 646.6, BUT NO HIGHER THAN PRECONSTRUCTION
REPLACE EXCAVATED MATERIAL WITH SELECT GRANULAR FILL TO NO LOWER THAN 4.
BELOW EL. 643.6
A SCOUR AREA EXISTS ALONG THE RIVER WALL - DO NOT EXCAVATE SOIL HERE IF 3.
CONTRACTING OFFICER THAT SAND HAS BEEN ENCOUNTERED.
BE REMOVED TO ELEVATIONS SHOWN OR BEYOND UNTIL CONFIRMED BY
CONCRETE WHEN EXCAVATING ADJACENT TO THESE STRUCTURES. MATERIAL SHALL
635.6 EXCAVATION AREA. USE CARE NOT TO DAMAGE EXISTING LOCK WALL
A WIDTH OF 3' FROM THE WALL. SLOPE EXCAVATION AT 10H:1V TO THE ELEVATION
EXCAVATE RIVERBED SOIL ADJACENT TO LOCK WALLS TO AN ELEVATION OF 643.6 FOR 2.
ADJACENT TO THESE STRUCTURES.
SILL. USE CARE NOT TO DAMAGE EXISTING SILL OR LOCK WALLS WHEN EXCAVATING
EXCAVATION TO EXTEND UPSTREAM A DISTANCE OF 36 FEET FROM THE EXISTING
EXCAVATE RIVERBED SOIL TO ELEVATION 638.6 IN THE AREA SHOWN. AREA OF 1.
3.
3.
3.
6 64
3.
3.
3.
3.
3.
3.
6 64
3.
3.
3.
1.
1.
1.
8.
6 63
8.
8.
8.
W E
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S O
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IT
A
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D W
N B
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D B
Y
D E
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N E
D B
Y
D E
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D
2 3
C
4 5
A
B
M A
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IT
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FILL: SELECT GRANULAR FILLG.
TIMBER: SOUTHERN YELLOW PINEF.
STRUCTURAL BOLTS: ASTM F3125 GRADE A325 (UNO)E.
MISCELLANEOUS STEEL: ASTM A36 (UNO)D.
CHANNELS: ASTM A992C.
SHEET PILE TIE-RODS: ASTM A615 GRADE 75B.
SHEET PILE: ASTM A572 GRADE 50A.
MATERIAL:11.
SEISMIC LOAD: LOW SEISMIC RISK, NOT INCLUDED IN DESIGN.F.
SNOW LOAD, WIND LOAD, RAIN LOAD: NOT INCLUDED IN DESIGN.E.
ICE LOAD: 5,000 PLF AT NORMAL UPPER POOL ELEVATION.D.
WALKWAY: 100 PSF, OR 6,000 LB MAINTENANCE VEHICLE.C.
CONDITIONS. SEE DESIGN COMPUTATIONS.
EARTH PRESSURE: VARIES WITH SOIL PARAMETERS AND LOADING B.
COMPUTATIONS.
MATERIAL WEIGHT: VARIES WITH TYPE OF MATERIAL. SEE DESIGN A.
DESIGN LOAD:10.
31 MAR 1994
USACE EM 1110-2-2504, DESIGN OF SHEET PILE WALLS,9.
21 SEP 1989
USACE EM 1110-2-2503, DESIGN OF SHEET PILE CELLULAR STRUCTURES,8.
29 SEPTEMBER 1989
USACE EM 1110-2-2502, RETAINING AND FLOOD WALLS,7.
USACE EM 1110-2-2200, GRAVITY DAM DESIGN, 30 JUNE 19956.
1 DECEMBER 2005
USACE EM 1110-2-2100, STABILITY ANALYSIS OF CONCRETE STRUCTURES,5.
31 MAR 2014
ETL 1110-2-584, DESIGN OF HYDRAULIC STEEL STRUCTURES,4.
AWS D1.1 STRUCTURAL WELDING CODE, 20153.
ANSI/AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.2.
BUILDINGS AND OTHER STRUCTURES.
ASCE/SEI 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR 1.
GENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIA
SHEET PILE SECTION DIAGRAM
GREATER THAN 280 IN^4 PER FOOT.
FOOT, MINIMUM THICKNESS OF 3/8", AND A MOMENT OF INERTIA (I)
ELASTIC SECTION MODULUS NO LESS THAN 30 CUBIC INCHES PER
OTHER SHEET PILE SECTIONS FOR THE PROJECT SHALL HAVE B.
GREATER THAN 400 IN^4 PER FOOT.
MINIMUM THICKNESS OF 3/8", AND A MOMENT OF INERTIA (I)
SECTION MODULUS NO LESS THAN 40 CUBIC INCHES PER FOOT,
STRUCTURE) AND DOWNSTREAM SHEET PILE SHALL HAVE ELASTIC
ALONG EXISTING MONOLITHS (EITHER SIDE OF THE CELL
SHEET PILE SECTIONS USED FOR CLOSURE CELL CONSTRUCTION A.
SHEET PILE SECTION USED. (SEE DIAGRAM AND NOTES BELOW)
THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL LAYOUT BASED ON 10.
STABILITY OF STRUCTURE DURING CONSTRUCTION OF SHEET PILE CELL.
PASS THROUGH DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN
THE EXISTING AUXILIARY MITER GATES ARE NOT WATER TIGHT. FLOW MAY 9.
ALL HOLES IN SHEET PILE AND STRUCTURAL STEEL SHALL BE DRILLED.8.
REQUIREMENTS FOR WATERSTOPS.
POSITIVE SEAL. THE NEOPRENE SHALL MEET USACE CRD-C 513
NEOPRENE PAD SHALL BE USED UNDER BOLT WASHER TO FORM A
AGAINST SHEET PILE. AT THROUGH BOLT LOCATIONS, 1/8" THICK
SHEET PILE, RETAINED WITH 3/8" STEEL PLATE AND SNUG TIGHTENED
SEAL PAD SHALL BE 1/4" THICK AND PLACED ON THE INSIDE SURFACE OF
SEAL WITH NEOPRENE PADS. AT TIE-ROD PENETRATIONS, THE NEOPRENE
ALL PENETRATIONS THROUGH SHEET PILES SHALL HAVE A WATER TIGHT 7.
GALVANIZED SURFACES. THE GREASE SHALL BE ENVIRONMENTALLY SAFE.
THREADS, CORROSION INHIBITING GREASE SHALL BE APPLIED TO
BARS WITH EPOXY COATING OVER GALVANIZED SURFACE, EXCEPT THAT AT
TIE-RODS SHALL BE GRADE 75 OR HIGHER AND SHALL BE GALVANIZED 6.
CELL.
SHALL BE APPLIED TO INTERLOCKS ON DOWNSTREAM SIDE OF CLOSURE
SHEET PILE DRIVING PER MANUFACTURER'S INSTRUCTIONS. NO SEALANT
SHALL BE APPLIED TO THE ENTIRE LENGTH OF INTERLOCKS PRIOR TO
SIDES OF CLOSURE CELL SHALL HAVE INTERLOCK SEALANT. THE SEALANT
ALL SHEET PILE INTERLOCKS ON UPSTREAM SIDE OF CLOSURE CELL AND 5.
ON SHEET S-201.
ALL PROPOSED SHEET PILE SHALL BE DRIVEN TO THE ELEVATIONS SHOWN 4.
HYDRAULIC STRUCTURES.
CORROSION PROTECTION PER SPECIFICATION 09 97 02 PAINTING:
ALL SHEET PILE AND STRUCTURAL STEEL SHALL BE COATED FOR 3.
THOSE SHOWN ON THE DRAWINGS.
DISCREPANCIES OR VARIATIONS IN DIMENSIONS AND ELEVATIONS FROM
STARTING WORK. NOTIFY THE CONTRACTING OFFICER OF ANY
FROM RECORD DRAWINGS. VERIFY ALL DIMENSIONS IN THE FIELD BEFORE
THE EXISTING LOCK BACKGROUND FOR THIS PROJECT WAS DEVELOPED 2.
WORK AROUND INTAKES.
CONTRACTOR SHALL COORDINATE WITH LOCK PERSONNEL DURING ALL
FUNCTION. INTAKES ON THE INTERMEDIATE WALL ARE ACTIVE.
CONSTRUCTION SO THERE IS MINIMAL INTERFERENCE WITH INTAKE
CONTRACTOR SHALL PROTECT ALL INTAKES DURING GROUTING AND 1.
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C/L SHEET PILE
C/L SHEET PILE
V D
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WALL
INTERMEDIATE
SEE DETAIL C3/S-502
SPLICE PLATE (TYP)
EXISTING SILL
E 1466197.08
N 185519.90
INTERMEDIATE WALL
SHEET PILE C/L AT
E 1466094.40
N 185480.26
AT RIVER WALL
SHEET PILE C/L
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2 - MC12x31 (GR-50)(TYP)
SHEET PILE
110'-0"
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A4
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S-502
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S-201
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A1
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A1
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B3
S-502
A3
S-502
C1
S-502
C1
S-503
C2
S-201
B3
S-504
N
3/16" = 1'
A2
SCALE:
SHEET PILE STRUCTURE
PLAN
8'0 4' 16'
SHEET KEYNOTES:
F L
O W
131313
S-501
A4
GENERAL SHEET NOTES:
BE NO MORE THAN 3'-6". PVC SPACER PIPES NOT SHOWN FOR CLARITY.
CONTRACTING OFFICER FOR APPROVAL. CANTILEVER OF WALES SHALL
TIE-ROD SPACING SHOWN ON DRAWINGS SHALL BE SUBMITTED TO
TIE-ROD SPACING SHALL BE NO MORE THAN 9'-0". DEVIATION FROM 7
CONTRACTING OFFICER. MODIFY EXISTING HANDRAIL AS NECESSARY.
LOCATION OF LADDER SHALL BE DETERMINED IN THE FIELD BY 6
TOP OF WALL AND CONTINUE TO THE WATER LEVEL.
ANCHORS AT 12" O.C. VERTICALLY. START ANCHOR SPACING 1'-0" FROM
" DIA. x 6" EMBEDMENT SST EXPANSION 4
3EACH WALL AS SHOWN, WITH
BOLT FLANGE OF SHEET PILE TO CONCRETE WALL AT 3 LOCATIONS AT 5
OPENING AT RIVER WALL.
TWO FULL SHEET PILE VOIDS SHALL EXTEND BEYOND THE INTAKE 4
INTERFERENCE WITH INTAKE FUNCTION.
CUT OFF 2 FEET MINIMUM BELOW INTAKE INVERT SO THERE IS NO
SHEET PILE DRIVEN IN FRONT OF INTERMEDIATE WALL INTAKES SHALL BE 3
GROUT. A MINIMUM OF ONE (1) GROUT HOLE PER SHEET PILE PAIR.
BOTTOM OF NEW SHEET PILE USING MICROFINE CEMENT DREDGE LINE TO
GROUT BETWEEN EXISTING SHEET PILE AND NEW SHEET PILE FROM 2
SPECIFICATION 31 32 23.
IN A GROUT SOCK FROM DREDGE LINE TO TOP OF WALL. SEE
GROUT SHEET PILE VOID USING A SAND-CEMENT BENTONITE MIX GROUT 1
OTHERS)
(HANDRAIL ITEMS ARE TO BE FURNISHED ONLY - INSTALLATION BY
SEE SHEET S-504 FOR HANDRAIL AND BENT PLATE DETAILS. 6.
AND DIMENSIONS.
SEE AS-BUILT DRAWINGS FOR EXISTING SHEET PILE LOCATIONS 5.
SHEET PILE PLACEMENT.
INTAKES AND COULD BE PRESENT IN OTHER AREAS REQUIRING
DERRICK STONE IS KNOWN TO EXIST IN THE AREA OF THE CULVERT 4.
13 EARTHWORK
AND CLOSURE CELL FILLING. REFER TO SPECIFICATION 31 00 00.00
OF EXISTING WALL MONOLITHS DURING SHEET PILE INSTALLATION
INSTALL AND MONITOR INSTRUMENTATION TO DETECT MOVEMENT 3.
SIDE SHEET PILE SEGMENTS OF THE CELL STRUCTURE.
DO NOT INCLUDE INTERLOCK SEALANT FOR THE DOWNSTREAM AND
WALL
APPROXIMATELY 20'-6” SEGMENT ALONG RIVERC.
SHEET PILE CELL
APPROXIMATELY 110’-0” UPSTREAM SEGMENT OF B.
INTERMEDIATE WALL
APPROXIMATELY 46'-0” SEGMENT ALONGA.
SEGMENTS:
OF INTERLOCK AT THE FOLLOWING UPSTREAM SHEET PILE
INSTALL SHEET PILE INTERLOCK SEALANT ALONG THE FULL LENGTH 2.
SEQUENCING REQUIREMENTS.
SEE SPECIFICATION SECTION 01 14 00.00 13 FOR CONSTRUCTION 1.
SHOWN ON THIS PLAN, REFER TO SHEET S-505.
INSTALL PIEZOMETER AT LOCATIONS SHOWN. ONE PIEZOMETER NOT 14.
SPECIFICATION 31 00 00.00 13.
DISTANCE ALONG LENGTH AND NEAR CENTER OF STRUCTURE. SEE
SETTLEMENT PLATE. PLACE AT APPROXIMATELY 1/4, 1/2 AND 3/4 13.
ON S-201 IS FINISHED.
DAYS AFTER SELECT FILL PLACEMENT TO THE ELEVATIONS SHOWN
ON S-201. SEE S-501 FOR DETAILS. GROUTING MAY COMMENCE 40
AFTER FILLING OF CLOSURE STRUCTURE TO THE ELEVATIONS SHOWN
CONCRETE RIVER WALL USING SAND-CEMENT-BENTONITE MIX GROUT
GROUT ALL VOIDS ALONG CLOSURE STRUCTURE AND EXISTING 12.
PRIOR TO BEGINNING GROUTING. SEE SPECIFICATION 31 32 23.
DRILL EXPLORATORY BORING AT APPROXIMATE LOCATION SHOWN 11
SELECT GRANULAR FILL IN SHEET PILE STRUCTURE IS COMPLETED.
ELEVATION 646.6 WITH MEDIUM FILTER AGGREGATE AFTER ADJACENT
ALONG EXISTING CONCRETE MONOLITH FILL SHEET PILE VOIDS TO 10
SHALL BE DRIVEN DIRECTLY AGAINST MONOLITH WALLS.
CELL STRUCTURE. UPSTREAM OF CELL STRUCTURE, SHEET PILE
SHEET PILE AND EXISTING STRUCTURE WITHIN LIMITS OF CLOSURE
ALONG EXISTING CONCRETE MONOLITH, PROVIDE 4" GAP BETWEEN 9
FILL PLACEMENT.
CUT TOP OF SHEETPILE AFTER COMPLETION OF SELECT GRANULAR 8
W
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30'-0" (MIN.) BETWEEN SHEET PILE C/L
D
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SHEET PILE
EXISTING
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EXISTING
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ROD AND
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TIMBER FENDER (TYP)
NEW SHEET PILE
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3'-0" (TYP)
WALL AT CLOSURE CELL (TYP)
EXCAVATION ALONG EXISTING
WITHIN CLOSURE CELL (TYP)
EXCAVATE SILT LAYER
INTERMEDIATE WALL
NOTE 10A ON SHEET S-001
SEE GENERAL STRUCTURAL
SHEET PILE
NOTE 10B ON SHEET S-001
SEE GENERAL STRUCTURAL
(ALONG LOCK WALL)
SHEET PILE
NOTE 10B ON SHEET S-001
SEE GENERAL STRUCTURAL
SHEET PILE
NOTE 10A ON SHEET S-001
SEE GENERAL STRUCTURAL
SHEET PILE
NOTE 10A ON SHEET S-001
SEE GENERAL STRUCTURAL
SHEET PILE
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SEE DETAIL A1/S-501
TIMBER FENDER (TYP)
FILL TO EL. 668.0
FILL TO EL. 668.0
CL AUXILIARY LOCK
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EL. 671.6
TOP OF WALL
EL. 671.6
DOWNSTREAM
EL. 669.0
" = 1'-0"8
S-101
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SCALE:
SHEET PILE STRUCTURE
SECTION
" = 1'-0"8
S-101
A4
SCALE:
SHEET PILE STRUCTURE
SECTION
C1
S-501
C2
S-501
EL. 670.5
TIE ROD EL. 669.0
EL. 657.5
0 8'4' 16'
4'0 2' 8' 4'0 2' 8'
" = 1'-0"
S-101
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SCALE:
SHEET PILE STRUCTURE- LOOKING DOWNSTREAM
ELEVATION
EL. 643.6 (TYP)
1V
EL. VARIES
EXCAVATION
BOTTOM OF RIVERBED
EL 666.6±
NORMAL POOL
EL. 646.6
DREDGE LINE
1V 10H10H
EL. 638.6 (TYP)
BOTTOM OF SLOPE
EL. 667.9
UPSTREAM
A1
S-503
EL. 598
BOTTOM OF SHEET PILE
EL. 603
BOTTOM OF SHEET PILE
A3
S-504
SEE SHEET S-501.
PVC SPACER PIPES NOT SHOWN FOR CLARITY.4.
MINIMUM 4.5 INCHES SETTLEMENT OF FILL.
THAN 20 FEET. PROVIDE SPACER AT SPLICES TO ALLOW
THE TIE-RODS. SPACING OF SPLICES SHALL BE NO LESS
A MINIMUM OF 120 PERCENT OF THE YIELD STRENGTH OF
SPLICE TIE RODS AS NECESSARY. SPLICES SHALL HAVE 3.
TIE RODS SHALL BE NO MORE THAN 1 INCH.
AS NECESSARY FOR THE TIE RODS, AND SAGGING OF
OF THE STRUCTURE. PROVIDE TEMPORARY SUPPORT
SHEET PILE IN VERTICAL POSITION, PRIOR TO FILLING
TIE RODS FOR SHEET PILE SHALL BE SNUG TIGHT WITH2.
PLACED.
1’ ABOVE THE WATER SURFACE WHERE FILL IS BEING
REQUIREMENTS WILL BE IMPLEMENTED STARTING
SECTION 31 00 00.00 13 PLACEMENT AND COMPACTION
SELECT GRANULAR FILL TO BE PLACED IN THE WET,1.
TYP
EL. 643.6
WALL BOTTOM
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2" (TYP)
T Y
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" PLATE (TYP)2
T Y
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" CHAMFER (TYP)2
"x8"x1'-6" PLATE (TYP)2
1'-6" (TYP.)
SHEET PILE
" PLATE (TYP)2
"4
1 "4
1"2
PLATE (TYP)
"x8"x1'-6"2
YELLOW PINE
10"x12" & 10"x10" SOUTHERN
LAG BOLT AND WASHER (TYP)
" DIA GALVANIZED A3074
PVC SPACER PIPE
8" SCHEDULE 80
M A
X
GEOTEXTILE
WALE
DRAWING
SEE DETAIL D5 THIS
8" PVC SPACER PIPE
(FLUSH TO SHEET PILE)
" PLYWOOD
WOOD FRAMED WALE COVER -
SHEET PILE
PROTECTIVE CAP
2"x10"x10" PLATE
PER MANUFACTURER
TENSION NUT
DRAWING
SEE DETAIL D5 THIS
8" PVC SPACER PIPE
PROTECTIVE CAP
SHEET PILE
PER MANUFACTURER
TENSION NUT
2"x10"x10" PLATE
D5 THIS DRAWING
PIPE SEE DETAIL
8" PVC SPACER
S
P A
C E
M
X
(TYP)
" PLATE2
RIVER WALL
EXISTING CONCRETE
" PLATE (TYP)2
11'-0"x
2" MAX
EXISTING RIVER WALL
STRUCTURE AND
ALL VOIDS ALONG CLOSURE
GROUT WITH GROUT SOCKS
WITH GROUT SOCKS AT END
EXISTING RIVER WALL, SEAL
ALONG STRUCTURE AND
GROUT CONTINUOUS
(2) MC12x31 (GR-50)
WALE SYSTEM
(2) MC12x31 (GR-50)
WALE SYSTEM
YELLOW PINE
10"x10" SOUTHERN
(TYP)
LAG BOLT AND WASHER
" DIA GALVANIZED A3074
YELLOW PINE
10"x12" SOUTHERN
(FLUSH TO SHEET PILE)
" MARINE-GRADE PLYWOOD
WOOD FRAMED WALE COVER -
/1
/1
A L
M A
S P
C S
C
E N
T R
A L
Z O
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-U .S
S
U R
V E
Y F
T
MNDOT TYPE 1 GEOTEXTILE
GRADE 75 MIN.
" TIE-ROD4
GRADE 75 MIN.
" TIE-ROD4
GRADE 75 MIN.
" TIE-ROD4
GRADE 75 MIN.
" TIE-ROD4
E L
E V
A T
IO
N
D A
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M
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IN
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D F
A C
T O
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" = 1'-0"2
S-201
A1
SCALE:
TIMBER FENDER
DETAIL
" = 1'-0"4
S-201
C1
SCALE:
EXTERIOR WALE
DETAIL
" = 1'-0"4
S-201
C2
SCALE:
INTERIOR WALE
DETAIL
" = 1'-0"4
C3
SCALE:
WALE COVER
PLAN
2'0 1' 4' 2'0 1' 4'
2'0 1' 4'
1' 2'0 6" 1' 2'0 6"
" = 1'-0"2
A2
SCALE:
TIMBER FENDER
ELEVATION
A2
TYP
TYP
TYP
TYP
SCALE: NTS
PVC SPACER PIPE
SPACER.
SEAL TO PREVENT INTRUSION OF SAND INTO
MINIMUM 4 INCHES SETTLEMENT OF FILL. PROVIDE
PROVIDE LARGER SPACER AT SPLICES TO ALLOW1.
NOTE:
4"
D5
4"2
C3
D5
A5
TYP
EL 671.6±
EL 658.6±
EL 650.6±
EL 640.6±
NTS
A5
SCALE:
SECTION
(M A
X
PRIOR TO SHEET PILE DRIVING.
PLATES SHALL BE WELDED TO SHEET PILE1.
NOTE:
NTS
S-101
A4
SCALE:
GAP GROUTING
SECTION
INTAKE
STRUCTURAL NOTE #7.
TIE ROD PENETRATIONS AS REQUIRED PER S-001, GENERAL
INSTALLATION OF NEOPRENE SEAL AND STEEL PLATE AT 2.
BEYOND FACE OF TIMBER FENDER.
TIE-ROD AND PROTECTIVE CAP SHALL NOT PROTRUDE1.
NOTE:
LOADING ON THE WALE CHANNELS.
ALLOW UP TO 5" OF SETTLEMENT OF FILL WITHOUT APPLYING
NO MORE THAN 1/2" DEFLECTION OF THE TOP BOARD, AND SHALL
WEIGHT OF OVERBURDEN AND ANY CONSTRUCTION LOADING WITH
THE WOOD WALE COVER SHALL BE CONSTRUCTED TO WITHSTAND 1.
NOTE:
SEE SPECIFICATION SECTION 06 13 33.
CONNECTIONS MAY BE USED FOR TIMBER FENDER TO SHEETPILE.
PER CONTRACTOR'S OPTION AND AT CONTRACTOR'S EXPENSE, BOLTED 4.
2 PER CONNECTION.
GALVANIZED A307 LAG BOLTS WITH MATCHING WASHERS.
" DIA4
3BOLTS FOR TIMBER FENDER CONNECTIONS SHALL BE 3.
PROVIDE A MINIMUM 2 SUPPORTS FOR EACH TIMBER SECTION.
SPACING OF TIMBER FENDER SUPPORTS SHALL BE NO MORE THAN 9'-6".2.
BETWEEN SECTIONS SHALL BE NO MORE THAN 2'-0".
TIMBER FENDER CAN BE CONTINUOUS OR IN SECTIONS, GAP1.
NOTES:
W E
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®of Engineers
US Army Corps of Engineers
US Army Corps
D
B
N A
V D
.9
STEM
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
STEM
SHEET PILE
PILE STEM
SHEET
STEM
SHEET PILE
PILE STEM
SHEET
PILE STEM
SHEET
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A S
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PILE STEM
SHEET
"16
"16
1'-1
"16
"8
1'-1
D
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13"
"x9"x11"4
3PL
"2
1 8" "2
M
A X
3 3
SHEET JOINT (TYP.)
2 PER ANCHOR AND 1 PER
1" DIA. PIPE SPACER
" DIA. A307 BOLT THROUGH8
SPLICE - 24 BOLTS TOTAL
CONTROLLED BOLTS PER
" DIA. A325 TENSION4
312 -
PER SPLICE WITH
2 PER CHANNEL
"x9"x12" (GR.50)8
5PL
(ONE PER SHEET)
TWO PER CONNECTION
" DIA. A325 BOLTS (TYP.)4
WALE
2 - MC12x31 (GR-50)
WALE
2 - MC12x31 (GR-50)
/1
/1
A L
M A
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
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T
GRADE 75 MIN.
" DIA. TIE ROD4
SHEET PILE
E L
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A T
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N
D A
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M
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A
L C
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A
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A L
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C O
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IN
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D F
A C
T O
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ID
LOCATE SPLICES 2'-6" FROM TIE-RODS.
NOTE:
(TYP)
(TYP)
3" = 1'-0"
A1
SCALE:
WALE/SHEET PILE CONNECTION PLATE
DETAIL
3" = 1'-0"
S-101
A3
SCALE:
SHEET PILE CORNER
DETAIL
3" = 1'-0"
S-101
B3
SCALE:
SHEET PILE TEE
DETAIL
3" = 1'-0"
S-101
C3
SCALE:
WALE SPLICE
DETAIL
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
CONNECTION AT EVERY OTHER SHEET PILE/WALE CONTACT FOR EXTERNAL WALES.2.
CONNECTION AT ALL SHEET PILE/WALE CONTACTS FOR INTERIOR WALES.1.
NOTES:
4 (TYP)
A1
3" = 1'-0"
S-101
B4
SCALE:
SHEET PILE TEE
DETAIL
3" = 1'-0"
S-101
A4
SCALE:
SHEET PILE CORNER
DETAIL
1' 2'0 6"
" = 1'-0"
S-101
C1
SCALE:
DETAIL
DETAIL VIEW HAS BEEN ROTATED 90 DEGREES
WALE/ SHEET PILE/ TIE-ROD CONNECTION
FABRICATED CORNERS.
WALES DO NOT NEED TO BE CONNECTED TO THE SHOWN4.
SUBMIT SHOP DRAWINGS PER SPECIFICATION 31 41 16.
CONNECTIONS SHOWN ON PLAN. CONTRACTOR SHALL
CONNECTIONS SHALL BE NO LESS THAN THAT OF
DETAILED FOR THE SELECTED SECTIONS. STRENGTH OF
COMBI-WALL SECTIONS. ALL CONNECTIONS SHALL BE
PLATES TO STANDARD SHEET PILE SECTIONS OR USE
CONTRACTOR MAY CHOOSE TO WELD STRENGTHENING3.
CONNECTIONS BASED ON SELECTED SHEET PILE SECTION.
SHEET PILE SECTION. CONTRACTOR TO DETAIL
DETAILS A3, A4, B3, AND B4 ARE BASED ON ASSUMED2.
STEEL SHALL BE DRILLED.
ALL HOLES IN SHEET PILES AND STRUCTURAL 1.
W E
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
GENERAL SHEET NOTES:
SHEET KEYNOTES:
".8
3THAN
THICKNESS OF SHEET PILE STEM SHALL BE NO LESS4
FOR SHEET PILE TRANSITION.
MAY BE USED2
1" THICK BENT PLATE OR L8x4x2
CONNECTION.
WITHIN PERMISSIBLE MOVEMENT OF
BOLTED CONNECTION SHALL BE WATER TIGHT
HOLES IN ANGLE LEGS FOR ALL BOLTS.
" HORIZONTALLY SLOTTED2
1PROVIDE 1-2
WHERE SPACING IS 3" O.C. (TYP)
6" O.C. EXCEPT AT TOP AND BOTTOM 2'
" DIA BOLTS SPACED AT8
7 WITH 2
1L4x4x1
D
B
N A
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.9
END OF FULL HEIGHT
BOTTOM OF INTERMEDIATE WALL
INTAKE (TYP.)
1' MIN
END OF SHEET PILE
S U
IT
E
A S
N O
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D
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S-503
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=1.5
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R
=1"R
=3
R
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S
W
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D
SHEET PILE
EXISTING
TAPPED HOLE
STEEL BOLTS (TYP.)
" DIA GALVANIZED 8
54-
D
IA
D
R
IL
L E
D H
O L
E I
N S
H E
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P
IL
TAPPED HOLE
STEEL STUDS (TYP.)
" DIA GALVANIZED 8
54-
"2
GRIND SMOOTH (TYP)
TACK WELD AND
M A
W
I
/1
/1
W I
S P
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C
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A L
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-U .S
S
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T
DRAIN HOLES
AGAINST SHEET PILE AT
TYPE 1 GEOTEXTILE
PLACE A LAYER OF MNDOT
TOP OF INTERMEDIATE WALL
E L
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A T
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NOTE: 6" OUTER DIAMETER WITH 3" HOLE CENTERED
(M
IN
S-101
C1
SCALE: 1" = 5'-0"
DETAIL VIEW
C4
DETAIL
SCALE:NTS
STEEL SCREEN
" THICK NEOPRENE FOR PERFORATED 8
A4
DETAIL VIEW
SCALE:NTS
DRAINAGE COVERS
ASSEMBMLY OF SHEET PILE
0 5' 10'
ASME/ANSI B16.5, CLASS 150, GALVANIZED STEEL2.
6" OUTER DIAMETER FOR 2" PIPE1.
NOTES:
B3
DETAIL
SCALE:NTS
THREADED FLANGE
" OPENING MAX.2
1" OPENING MIN. AND 4
1 13 GAUGE MIN. WITH 2.
40% MIN. OPENING PERCENTAGE.1.
NOTES:
C3
DETAIL
SCALE:NTS
PERFORATED STAINLESS STEEL SCREEN
(DOWNSTREAM SIDE)
EL 666.6±
NORMAL POOL
B3 FLANGE
THREADED
C4
NEOPRENE
A3PLATE
STEEL
C3
STEEL SCREEN
STAINLESS
PERFORATED
1/4
A3
DETAIL
SCALE:NTS
STEEL PLATE - PL 6 1/2"x6 1/2"x5/8"
A4
EL 640.6
EL 650.6
EL 671.6
INSTALL DRAINAGE COVER ON SHEET PILE PRIOR TO DRIVING.3.
STARTING 5'-0" FROM CONCRETE WALL.
11 - 3 IN. HOLES AT APPROXIMATELY EL. 657.5, SPACED @ 10' OC2.
LOCATE DRAIN HOLE IN THE WEB OF SHEET PILE SECTION.1.
NOTES:
NTS
S-201
A1
SCALE:
DETAIL
DETAIL HAS BEEN ROTATED 90 DEGREES
PLAN OF DRAINAGE COVERS IN DOWNSTREAM SHEET PILE
W E
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N T
R A
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N O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
SHEET KEYNOTES:
OF 2'-0" BELOW INVERT.
INTAKES MUST BE CUT OFF AT MINIMUM
SHEET PILE IN FRONT OF INTERMEDIATE2.
SEE SHEET S-101.
BOLT FLANGES OF LAST SHEETS AT 3 LOCATIONS.1.
D
B
N A
V D
.9
IT
E
A S
N O
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D
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A
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W
A Y
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B O
U L
E V
A R
D
(TYP AT EACH SHEET)
"x3" LONG4 1L 3x3x
INTERMEDIATE WALL
EXISTING
SHEET PILE
INTERMEDIATE WALL
TOP OF EXISTING
SHEET PILE
1" MAX.
RUNG (TYP)
STEEL LADDER
SMOOTH BAR
Y
P
O
.C
6"
BAR RUNG LADDER
" DIA. SMOOTH STEEL2
/1
/1
SEE SECTION A1
BENT PLATE
INSERT
SPACER
INSTALLATION
RUBBER
6" 4"
1'-0"
2"
SIDE OF RAIL
SETSCREW WATER
LONG32
19" DIA X 8
CHANNEL
CENTERED ON
ALUMINUM FLANGE
90° TO RUN OF RAIL
SET SCREWS SHALL BE
C9x20x10" LONG
POST
AND WASHER (TYP)
THROUGH BOLTS WITH NUT
" DIA GALVANIZED A307 8
ISOLATION PAD
2" TYP (SEE NOTE)
SHEET PILE
SHEET PILE
TOP OF
RIVER WALL
INTERMEDIATE AND
TOP OF EXISTING
ROUNDED CORNER (TYP)
BOLTS @ 3'-0"
" DIA COUNTERSUNK2
BENT PLATE
A L
M A
IS
C E
L L
A N
E O
U S
S E
C T
IO
N
S A
N D
D E
T A
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S
W I
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C S
C
E N
T R
A L
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S
U R
V E
Y F
T
5'-6"5'-6"3'-0" MAX 3'-0" MAX5'-6"5'-6"
14 SPACES @ 6'-0" = 84'-0"
2" "2
"2
3"
4"
1"
BY OTHERS
INSTALLATION
FURNISH ONLY
FURNISH AND INSTALL
" BENT PLATE
FURNISH AND INSTALL
LENGTH OF WALLS
CONTINUOUS ALONG
" BENT PLATE8
FURNISH AND INSTALL
COVER PLATE OVER GAP
"x8" CONTINUOUS8
FURNISH AND INSTALL
LOCATION
EXCEPT AT LADDER
LENGTH OF WALLS
CONTINUOUS ALONG
" BENT PLATE -8
E L
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D F
A C
T O
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ID
SMOOTH
GRIND
TYP
3"
A4
SCALE: 1" = 1'-0"
SECTION
" = 1'-0"
S-101
B3
SCALE:
BAR RUNG LADDER
SECTION
LEGS (TYP)
3 SIDES BOTH
1' 2'0 6"
0 1' 2'6"
A4
EL. 613.6
A1
B1
TYP
T Y
P
" = 1'3
A1
SCALE:
PILE CAP AND RAIL CONNECTION
SECTION
6"0 3" 1'
ADJUST IF NECESSARY DUE TO SHEET PILE ALIGNMENT
NOTE:
1/4
EL. 661.84±
SECTION VIEW HAS BEEN ROTATED.
NOTE:
0 2' 4'1'
" = 1'-0"2
C3
SCALE:
TYPICAL HANDRAIL
ELEVATION
1' 2'0 6"
NTS
B1
SCALE:
TYPICAL INSERT @ 20'
DETAIL
" = 1'-0"
S-201
A3
SCALE:
BENT PLATE ADJACENT TO EXISTING WALLS
SECTION
6. NEW HANDRAILS SHALL NOT PROJECT BEYOND EXISTING HANDRAILS ALONG LOCK WALLS.
5. ALL SET SCREWS SHALL BE STAINLESS STEEL.
4. ALL FLANGES, TEE, CROSSES, AND OTHER FITTINGS SHALL BE ALUMINUM.
3. ALL POSTS SHALL BE 2" DIA. ASTM B429 6061-T6 SCHEDULE 80 ALUMINUM CONTINUOUS THROUGH CENTER RAIL.
2. ALL RAILS SHALL BE 2" DIA. ASTM B429 6061-T6 SCHEDULE 40 ALUMINUM CONTINUOUS BETWEEN POSTS.
1. FURNISH AND DELIVER HANDRAIL ITEMS PER BILL OF MATERIALS.
HANDRAIL NOTES:
INSTALLATION BY OTHERS.
SPECIFICATION SECTION 05 52 00.
BY CONTRACTOR PER REQUIREMENTS OF
MATERIAL FOR HANDRAILS SHALL BE SUPPLIED1.
W E
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US Army Corps of Engineers
US Army Corps
ID
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A N
T S
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IN
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IN
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S O
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A
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P S
O F
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IN
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A
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W
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B O
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S
LOCKABLE WELL CAP
CEMENT OR BENTONITE GROUT
WELL PACK 12/20 GRAVEL
BOW TYPE CENTRALIZER (TYP)
WELL PACK 12/20 GRAVEL
2" I.D. SCH 40 SST
SST END CAP
LOCK WALL
EXISTING
SHEET PILE
2" I.D. SCH 40 SST
6" DIA BOREHOLE
SHEET PILE
2" I.D. SCH 40 SST
6" DIA BOREHOLE
SHEET PILE
6" DIA BOREHOLE
CENTRALIZED 2" I.D. SCH 40 SST SCREEN
LOCKABLE WELL CAP
CEMENT OR BENTONITE GROUT
WELL PACK 12/20 GRAVEL
BOW TYPE CENTRALIZER (TYP)
WELL PACK 12/20 GRAVEL
2" I.D. SCH 40 SST
SST END CAP
SHEET PILE
6" DIA BOREHOLE
CENTRALIZED 2" I.D. SCH 40 SST SCREEN
TO SHEET PILE
PIPE AND TACK WELDED
STEEL STRAP AROUND
TO SHEET PILE
PIPE AND TACK WELDED
STEEL STRAP AROUND
CHAMBER
AUXILIARY
CENTERLINE
M A
W
I
/1
/1
W I
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
DREDGE LINE DREDGE LINE
LOCKABLE WELL CAP
BOW TYPE CENTRALIZER (TYP)
WELL PACK 12/20 GRAVEL
2" I.D. SCH 40 SST
SST END CAP
6" DIA BOREHOLE
CENTRALIZED 2" I.D. SCH 40 SST SCREEN
TO SHEET PILE
PIPE AND TACK WELDED
STEEL STRAP AROUND
RIVER WALL
EXISTING
5'
M
A X
M
A X
.5
STRUT
EXISTING
APRON
EXISTING
1'
5'±
RIVER WALL
EXISTING APRON
EXISTING
STRUT
EXISTING
CEMENT OR BENTONITE GROUT
SILL
MITER GATE
EXISTING
E 1466128 ±
N 185411 ±
6" DIA BOREHOLE
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
D
C
A
B
EL = 6" BELOW TOP OF SHEET PILE
NONE
C1
SCALE:
PIEZOMETER AT LOCK WALLS
DETAIL
A3
A1
EL 670
EL 661
EL = 6" BELOW TOP OF SHEET PILE
EL 670
EL 661
NONE
A1
SCALE:
PIEZOMETER AT LOCK WALLS
SECTION
NONE
C3
SCALE:
PIEZOMETER AT LOCK CENTERLINE
DETAIL
NONE
A3
SCALE:
PIEZOMETER AT LOCK CENTERLINE
SECTION
TOP OF SCREEN EL 628TOP OF SCREEN EL 595
TIP EL 585 TIP EL 613
EL = 6" BELOW TOP OF RIVER WALL
EL 670
EL 661
TIP EL 638.1
TOP OF SCREEN EL 643.1
A4
NONE
C4
SCALE:
PIEZOMETER THROUGH DOWNSTREAM APRON
DETAIL
NONE
A4
SCALE:
PIEZOMETER THROUGH DOWNSTREAM APRON
SECTION
ACROSS THE STRUCTURE TO VARY BY MORE THAN 2 FEET.
SURFACE THAT COULD CAUSE WATER ELEVATION
ACTIVITY ASSOCIATED WITH THE NEW DAMMING
OPERATIONAL PRIOR TO COMPLETING CONSTRUCTION
INSTALL PIEZOMETERS AND ENSURE THEY ARE1.
W E
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US Army Corps
ID
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2,11'-
WAR DEPARTMENT
BY
L_-k UL-
DATE
S
(29) 24.0' n
40.0' rr
Jee Plan
(S)
40.0' n
3/.0 r,) n rr)
Sec.A'TY'
Below *
Sec. R & 5
36.0' n
40.0
A
Ag
30.0
Y
4/.0' n
L 40.0.
Con*struction Joint
SECTION
COPPER STRIP SEAL AT
CONSTRUCTION JOINT
FINISHED STRUCTURE AS OF MARCH 1937
-/-116-'lla*m=
CHARACTER
REVISIONS
40.0'
IN
1 I
40.0' n th
40.0'
(S) rn n
41.0'
Sec." J
41.0'
A
Y n
N
0D
Sec:'L"
See.'0
N
36.75'
40.0'
36.75' n
38.25'
38.25' n
(S) n
39.
PLAN OF LOWER GUIDE WALL
G
E/.648.0
Construction Jo;nj , 1\:
40.0'
39.0' n
Sec.
37.0'
37.0'
40.0'
-r
- E.
-,// CURRENT
38.5'
36.5'
40.0'
14'-0" f/.658.5 - 4
E/.646.0
If
I 37.0'
40.0'
(@j
37.0'
A
1--11 n n rri n
Sections"V"&'W"
. r it
9.5'J- 40.0' j- 40.0' -
32.5 lEY
67.0 34.0'
PLAN OF LOCK MASONRY
40.0'
Top of lock wall- El.672.0
LANDWALL AT STA. 351.5 A,STA .158.25 8, STA.195.0 8,
STA.236.08,AND STA.276.08
INTERMEDIATE WALL AT STA.385.OA,STA.345.5 A,
STA .307.5A ,STA .273.OA,STA.44.OB, STABI.OB,
STA.120.08, STA.158.258,STA.195.OB,STA.236.OB,
AND STA.276.OB
RIVER WALL AT STA.345.5A AND STA.306.5A
n
SCALE: 1/8= 1'-O
V)
40.0'
E/.648.0
Construction Joint I--
LOCATION OF SEAL STRIPS
-r
V
40.0'
38.0'
38.0'
15'-6
0) n ti lo
42.0'
46.
39.0' rr)
39.0'
Z ti n nji rn.L
-E/. 646.0 n
Sec. t
40.0'
34.0'
52.5 r n e p
2 n
39.0 n
Sect'L
34.5
36.0'
40.0' n
1* 3 .
I li
Sec. U
39.5' e
.85)
1 861--
: 187)-
9\ /
Col 0
139.5 42
R 00 0
Sec. U
38.0'37.5'
4/.0' n
41.0'
E
!\1
37.5
X
-r- -lr
5 ec."8"&"C" h
A
0 0
V
35.0 * 1 1
5 94) A
-95 A
.96 n
-97) A
(98
40.0'
PLAN OF UPPER GUIDE WALL
E/.660.0
LAND WALL AT STA.314.OA,STA.276.OA,STA.242.OA,
STA.203.OA,STA.165.OA,STA.131.OA,STA. 65.5 A,
STA.31.5A,STA.5.58, STA.44.08,STA.81.08, AND
STA.120.OB
INTERMEDIATE WALL AT STA.242.OA,STA.203.OA,
STA.165.OA,STA.131.OA,STA.91.0 A,STA.51.OA,STA.31.5A,
AN D STA.5.58
RIVER WALL AT STA. 254.OA
n
D-
,84 n rr) n
40.0' i
X n
38.0'
38.0'
40.0'
A n
6 U
S n
I'_/
5ee Plan Be/ow
Sec. M & N
24.0' 38.0'
40.0'
E n
X
CORPS OF ENGINEERS U. S. ARMY
37.0' n
2*
SCALE: IINCH= 30 FEET
U. S. ENG:NEER OFFICE, ST. PAUL, MIN M. MARC H 1937
SUBMITTE{- APPROVE :
PRINCIPAL ENGINEt:r AJOR, COR S OF ENGINEERS
DRAWN BY, J.R.C. TRACED BY, J.R.C. CHECK D BY: H. M.
40.0'
MISSISSIPPI RIVER
LOCK & DAM NO.4
LOCK
MONOLITH LAYOUT
39' - 60'
THIS SHEET SHOWS WORK AS ACTUALLY CONSTRUCTED M-L4-20/IM-FS
a
. 61 1 m
WAR DEPARTMENT CORPS OF ENGINEERS U. S. ARMY
rExcovation-324-0"
2710,1 /8-0 4 \flope loni/ ¢6
90,00 11 t i e/>'z_ 5'045'0" 441 lot-0,1 r* r /
1 n r.2 41 193" 8'9" 16 4 r <
«E/.650.0 7 F/.650.0 1 A 0
.*El.648.63E/. 647.75 El.648.33 1 20'- 6"
El. 64§.51 E/:645.0 I.
1..3->: ..
-4 - 1 8 W 26-00
-I----2-4«-32-m-- * 510 ', 15'-6"
1 0 0 6 1 A
EE r:f' r,. r, 31-:j-I-2-*f,ZE:<.r.:LIS.:3:f,1--·:24(15(-1 40? tz==* 1 El. 672.0 El.672.04 071/ZEE
1 1 A
6 7--4 - , - 4
0 -- El.670.0
C--fl 6445 '01 0 *1 344 5765_ /8" 29 64'5.0 -**1* A * W, <*" **<Steel .q.
1 1 1 U.R El.667.0U.REl.667.0 *6-9," *: 12'-6'1 --2 --66'-9'.
r .·* , E/.667.0 \
1 1 4 ZE' 41 -- -- E,.0.4.3,21 £EZZi- ,...1. ,{-j El.663.0 -;i'<12'-62:.-·,-1,141 1 111111»' 41 :591 Sta. 558.5 A
AS' i6bGi614*m' /6' l€] R*ffeforsloiszo'-45j -L--1 \ Sta.562.OA SZNRFE C=- a Y n 4
|. 'I, 'r…
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