LD8 Plans W912ES22B0003 .pdf
PDF 30 MB Posted
- Attached to
- Lock and Dam (LD) 8 Sheet Pile Installation/construction Federal contract opportunity
- Solicitation number
- W912ES22B0003
About this file
This document provides details on a federal contract solicitation issued by the Department of the Army Corps of Engineers Engineering District St Paul. The solicitation, number W912ES22B0003, is for sheet pile installation and construction work at Lock and Dam 8. Interested vendors have until an unspecified date to respond with proposals to complete the sheet pile work. The solicitation was issued on July 8, 2022 and seeks a contractor to install sheet piles and perform related construction activities at Lock and Dam 8. No other details on response requirements, pricing, or award timing are provided in this document.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| LD8 Sheet Pile_Bidding Abstract.pdf | ||
| 22B0003 LD8 Amendment 0004.pdf | ||
| 22B0003 LD8 Amendment 0003.pdf | ||
| 22B0003 LD8 Amendment 0002.pdf | ||
| LD 8 Pre-bid Contractor Site Visit Sheet Pile Install.pdf | ||
| 22B0003 LD8 Amendment 0001.pdf | ||
| LD8 Solicitation and Specifications W912ES22B0003.pdf | ||
| LD8 Site Visit Meeting Location Map.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
LAKE
LACS
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SOUTH DAKOTA
MINNESOTA
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RIVERS & LAKES
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LEGEND
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NATIONAL BOUNDARY
LOCK AND DAML/D 12
MINOT
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MANKATO
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L/D 1
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L/D 3
L/D 5
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L/D 7
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L/D 9
L/D 10
LAKE
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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-506
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
LD8SP_S-506---.dgn
LD8SP_S-505---.dgn
LD8SP_S-504---.dgn
LD8SP_S-503---.dgn
LD8SP_S-502---.dgn
LD8SP_S-501---.dgn
LD8SP_S-201---.dgn
LD8SP_S-101---.dgn
LD8SP_S-001---.dgn
LD8SP_C-101---.dgn
LD8SP_B-202---.dgn
LD8SP_B-201---.dgn
LD8SP_B-101---.dgn
LD8SP_G-101---.dgn
LD8SP_G-003---.dgn
LD8SP_G-002---.dgn
LD8SP_G-001---.dgn
DOWNSTREAM APRON DETAILS
PIEZOMETER AND TREMIE DRAIN 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 18-43M, 18-43MU, AND 18-44M
BORING LEGEND, NOTES AND LOGS 18-42M AND 18-42MU
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-L8-20/23-FS
M-L8-20/19-FS
M-L8-20/18-FS
M-L8-20/13-FS
M-L8-20/12-FS
M-L8-20/4-FS
M-L8-20/3-FS
M-L8-20/2-FS
M-L8-20/1M-FS
M-L8-20/1-FS
M-L8-10/3-FS
Z2-22.PDF
FLOW_DUR_2_LD8.PDF
FLOW_DUR_1_LD8.PDF
FLOW_HYDROGRAPH_LD8.PDF
TAILWATER_DUR_2_LD8.PDF
TAILWATER_DUR_1_LD8.PDF
TAILWATER_HYDROGRAPH_LD8.PDF
POOL_DUR_2_LD8.PDF
POOL_DUR_1_LD8.PDF
POOL_HYDROGRAPH_LD8.PDF
M-L8-20_23.PDF
M-L8-20_19.PDF
M-L8-20_18.PDF
M-L8-20_13.PDF
M-L8-20_12.PDF
M-L8-20_4.PDF
M-L8-20_3.PDF
M-L8-20_2.PDF
M-L8-20_1M.PDF
M-L8-20_1.PDF
M-L8-10_3.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 - 1939-2021
TAILWATER ELEVATION DURATION CURVES - JANUARY - JUNE - 1939-2021
TAILWATER HYDROGRAPHS - JANUARY 01-DECEMBER 31 - 2011-2020
POOL ELEVATION DURATION CURVES - JULY-DECEMBER - 1980-2021
POOL ELEVATION DURATION CURVES - JANUARY-JUNE - 1980-2021
POOL ELEVATION HYDROGRAPHS - JANUARY 01-DECEMBER 31 - 2011-2020
HYDROGRAPHS
LOCK & DAM NO. 8 - LOCK - DETAILS OF MISCELLANEOUS METAL PARTS
LOCK & DAM NO. 8 - LOCK - WALL ARMOR AND PROTECTION ANGLE
LOCK & DAM NO. 8 - LOCATION OF WALL ARMOR AND PROTECTION ANGLE
LOCK & DAM NO. 8 - LOCK - REINFORCING STEEL-RIVER WALL AND MISCELLANEOUS
LOCK & DAM NO. 8 - LOCK - REINFORCING STEEL-LAND & INTERMEDIATE WALLS
LOCK & DAM NO. 8 - LOCK - MASONRY-UPPER GATES-AUXILIARY LOCK
LOCK & DAM NO. 8 - LOCK - MASONRY-UPPER GATES-MAIN LOCK
LOCK & DAM NO. 8 - LOCK - PILE SPACING
LOCK & DAM NO. 8 - LOCK - MONOLITH LAYOUT
LOCK & DAM NO. 8 - LOCK - GENERAL PLAN
LOCK & DAM NO. 8 - LOCK - BORINGS
MISSISSIPPI RIVER - LOCK & DAM NO. 8 - LOCK
A
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
AND LOCATION
CONTROL POINT
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 0.68 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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ID
DOCK
LOADING
AREA
STAGING
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SEE NOTE 3
SEE NOTE 6
NOTE 8
SEE
SEE NOTE 10
SEE NOTE 5
SEE NOTE 4
SEE NOTE 9
SEE NOTE 9
E 1642705.31
N 574842.91 E 1642729.23
N 574865.02
SEE NOTE 7
E 1642699.57
N 575017.08
E 1642700.17
N 574955.29
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®of Engineers
US Army Corps of Engineers
US Army Corps a u to ti m e
ID
Sheet
M
IS
S
IS
S
IP
P I R
IV
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F
L O
W
LOCK AND DAM NO. 8
VISITOR
PARKING
R A
IL
R O
A D
W
IS
C O
N S
IN
S
T A T
E H
W Y
L
O C
K A
N D D
A M R
D
M A
IN
S
T
HOUSE
CONTROL
LOCK
"IWMP8" LD8
"LWMP8" LD8
GENOA N GPS
S 123
SCALE 1"=100'
LOCK AND DAM NO. 8
GENERAL SHEET NOTES:
L O
C K A
N D D
A M R
D
THIS LOCATION.
EXISTING SECURITY GATE WITH ELECTRONIC OPENER AT 10.
ACCESS LIMITS, NO STORAGE ALLOWED.9.
COORDINATE WITH USACE CO FOR ACCESS POINTS.
THE MAIN LOCK UPPER MITER GATES. CONTRACTOR TO
FOOT ACCESS FOR CONTRACTOR IS AVAILABLE ACROSS 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.
100' 200'0
SITE MAP
A1
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W E
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G L
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-U .S
S
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T
18-44M
18-43M
18-43MU
18-42MU
18-42M
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
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D E
S
IG
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D B
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D E
S C
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IP
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N
D
2 3
C
4 5
A
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A P
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D A
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M A
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R
IP
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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
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IN
A
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S Y
S T
E M
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
A T
E
W E
S B
G S
-4
M A
N D
-4
M U
S
P B
-2 d g
B-201
R
IN
G L
E G
E N
D
N O
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S A
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C W
L
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B
B .G
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D B
Y
D E
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D B
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D E
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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
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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A L
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A T
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D A
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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 a u to ti m e
ID
Sheet
NOTES:
SPT
561.9
18-42M
27 NOV 18
D
MC LL PL10
G.S. 611.0
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
3. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
2. * NOTES 2-INCH ID SAMPLER USED WITH NON-STANDARD COUPLER (NO N-VALUE)
W.S. 630.0
CH, CL
SP
' WATER1.4' TO 20.4
GRAY
WET, WITH SHELL FRAGMENTS, GRAY TO DARK
SAND WITH SILT, MEDIUM DENSE,30.5' TO 33.4'
* 66
SP-SM
WITH SHELLS, DARK GRAY TO BLACK
FAT CLAY TO LEAN CLAY, VERY SOFT, WET, 21' TO 30.5'
WET, BROWN, GRAY, AND DARK GRAY
SAND, LOOSE TO MEDIUM DENSE, 33.4' TO 69.5'
WATER
0.26
ROOTS AND WOODY MATERIAL, SHELL FRAGMENTS, BLACK
ORGANIC CLAY, VERY SOFT TO SOFT, WET, WITH20.4 TO 21'
NOTES:
SPT
18-42MU
D
MC LL PL10
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
4. CONSOLIDATION TEST PERFORMED ON TUBE 1 (27-29 FEET)
3. ASSUMED SAME ELEVATION AS ORIGINAL BORING
2. UNDISTURBED SAMPLES TAKEN
602.4
VERY DARK GRAY TO BLACK
LEAN CLAY, VERY SOFT TO SOFT, WET,27.0' TO 29.0'
CL42-46 45 231
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.
560 560
A T
E
W E
S B
D
-4
M
S
P B
-2 d g
B-202
R
IN
G L
O G
S
-4
M
-4
M
C W
L
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B
B .G
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S C
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T E
D
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S O
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D W
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D B
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D B
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D E
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N
D
2 3
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4 5
A
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A P
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D
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F
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E
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IT
T
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P L
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A L
E P
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T D
A T
E
D A
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M A
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D E
S C
R
IP
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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
561.9
18-43M
28 NOV 18
D
MC LL PL10
G.S. 610.0
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
2. UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
W.S. 630.0
SM
' WATER1.4' TO 21.4
BROWN TO GRAY
WET, WITH SHELL FRAGMENTS AND GRAVEL SEAMS,
SAND, LOOSE TO MEDIUM DENSE, 43.4' TO 69.5'
WATER
CH, CL
SP
CL
SP
BLACK STAINING
WET, WITH SHELL FRAGMENTS, DARK GRAY WITH
LEAN CLAY, VERY SOFT TO SOFT, 35.7' TO 43.4'
BROWN
SHELL FRAGMENTS AND FAT CLAY SEAMS,
SAND, VERY LOOSE, WET, WITH 32.2' TO 35.7'
DARK GRAY
WITH SHELL FRAGMENTS AND TRACE ORGANICS,
FAT CLAY TO LEAN CLAY, VERY SOFT, WET, 26.2 TO 32.2'
NO SOIL INFORMATION21.4' TO 25.0'
WET, WITH SHELL FRAGMENTS, DARK GRAY
SILTY SAND, VERY LOOSE, 25.0' TO 26.2'
45 19
0.21
NOTES:
SPT
18-43MU
D
MC LL PL10
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
2. UNDISTURBED SAMPLES TAKEN
589.7
TRACE GRAVEL, VERY DARK GRAY
SILTY SAND, VERY LOOSE, WET,29.0' TO 31.0'
30 NOV 18
CL
SC
SM
FRAGMENTS, VERY DARK GRAY
LEAN CLAY, SOFT, WET, WITH SHELL 39.0' TO 40.0'
CLAYEY SAND40.0' TO 42.0'
NOTES:
SPT
561.4
18-44M
29 NOV 18
D
MC LL PL10
G.S. 605.8
1. BORING OBTAINED FROM ROTARY DRILLING RIG MOUNTED ON BARGE.
W.S. 630.0
' WATER1.4' TO 25.6
DARK GRAY
WET, TRACE GRAVEL, WITH SHELL FRAGMENTS,
FAT CLAY WITH SAND, SOFT,33.0' TO 34.5'
MATRIX
EROSION PROTECTION WITH SILT AND SAND
BROKEN RIP RAP AND STONE 25.6' TO 33.0'
WATER
CH
SP
WET, TRACE GRAVEL, LIGHT BROWN AND GRAY
SAND, LOOSE TO MEDIUM DENSE, 34.5' TO 70.0'
0.21
0.30
E L
E V
A T
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N
D A
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R T
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A
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IN
E
D F
A C
T O
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C F
G E
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ID
560 560
S
P C
-1 d g n
SHEET PILE
INTERMEDIATE
EXISTING
C/L AUXILIARY CHAMBER
10H:1V SLOPE (TYP)
D
A T
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N O
A
SLOPES
EXCAVATION AREA USING STABLE
EXCAVATE DOWN TO RIVERBED SOIL
(TOP EL. 606.6)
EXISTING SILL
(SEE GENERAL SHEET NOTE 1)
RIVERBED SOIL EXCAVATION - EL. 597.3
(SEE GENERAL SHEET NOTE 4)
EXISTING SILL EL. 600.0
RIVERBED SOIL EXCAVATION ALONG
W I
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
(SEE GENERAL SHEET NOTE 2)
ALONG WALL - EL. 602.3 (TYP)
RIVERBED SOIL EXCAVATION
RIVER WALL
EXISTING
3'-0"
3'-0"
10H:1V 10H:1V
H
:1 V
4'-0"
E L
E V
A T
IO
N
D A
T U
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A
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IN
A
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C O
M B
IN
E
D F
A C
T O
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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. 600.04.
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 605.3, BUT NO HIGHER THAN PRECONSTRUCTION
REPLACE EXCAVATED MATERIAL WITH SELECT GRANULAR FILL TO NO LOWER THAN 3.
BE EXCAVATED TO ALLOW SHEET PILE DRIVING.
44M INDICATES APPROXIMATELY 7 FEET OF STONE PROTECTION. THE STONE MUST
PROTECTION IS EXPECTED AT THE UPSTREAM END OF THE LOCK WALLS. BORING 18-
CONTRACTING OFFICER THAT SAND HAS BEEN ENCOUNTERED. EXISTING STONE
BE REMOVED TO ELEVATIONS SHOWN OR BEYOND UNTIL CONFIRMED BY
CONCRETE WHEN EXCAVATING ADJACENT TO THESE STRUCTURES. MATERIAL SHALL
597.3 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 602.3 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 45 FEET FROM THE EXISTING
EXCAVATE RIVERBED SOIL TO ELEVATION 597.3 IN THE AREA SHOWN. AREA OF 1.
2.
2.
2.
2.
2.
2.
0.
0.
2.
2.
7.
7.
7.
7.
2.
2.
2.
3 60
2.
0.
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®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
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 418 IN^4 PER FOOT.
FOOT, MINIMUM THICKNESS OF 3/8", AND A MOMENT OF INERTIA (I)
ELASTIC SECTION MODULUS NO LESS THAN 48 CUBIC INCHES PER
OTHER SHEET PILE SECTIONS FOR THE PROJECT SHALL HAVE B.
AND A MOMENT OF INERTIA (I) GREATER THAN 1200 IN^4 PER FOOT.
THAN 80 CUBIC INCHES PER FOOT, MINIMUM THICKNESS OF 3/8",
STRUCTURE) SHALL HAVE ELASTIC SECTION MODULUS NO LESS
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
OF THE CLOSURE CELL SHALL HAVE INTERLOCK SEALANT. THE SEALANT
EXISTING LOCK WALLS, SIDES OF CLOSURE CELL, AND THE UPSTREAM SIDE
ALL SHEET PILE INTERLOCKS UPSTREAM OF CLOSURE CELL ALONG THE 5.
FEET.
ALL PROPOSED SHEET PILE SHALL BE DRIVEN TO AN ELEVATION OF 569.0 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
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SEE DETAIL C3/S-502
SPLICE PLATE (TYP)
E 1642479.72
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INTERMEDIATE WALL
SHEET PILE C/L AT
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A3
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C1
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C2
S-201
B3
S-504
N
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A2
SCALE:
SHEET PILE STRUCTURE
PLAN
8'0 4' 16'
SHEET KEYNOTES:
F L
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131313
S-501
A4
GENERAL SHEET NOTES:
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 11'-6” SEGMENT ALONG RIVERC.
SHEET PILE CELL
APPROXIMATELY 110’-0” UPSTREAM SEGMENT OF B.
INTERMEDIATE WALL
APPROXIMATELY 41'-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.
B5
S-501
PLACEMENT.
CUT TOP OF SHEET PILE AFTER COMPLETION OF SELECT GRANULAR FILL 8.
BE NO MORE THAN 3'-6". PVC SPACER PIPES NOT SHOWN FOR CLARITY.
CONTRACTING OFFICER FOR APPROVAL. CANTILEVER OF WALES SHALL
ROD SPACING SHOWN ON DRAWINGS SHALL BE SUBMITTED TO
TIE-ROD SPACING SHALL BE NO MORE THAN 9'-0". DEVIATION FROM TIE-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.
INSTALL TREMIE DRAIN AT LOCATIONS SHOWN.15.
PIEZOMETER NOT SHOWN ON THIS PLAN, REFER TO SHEET S-506.
INSTALL PIEZOMETERS AT LOCATIONS SHOWN. SEE SHEET S-505. ONE 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.
S-201 IS FINISHED.
DAYS AFTER SELECT FILL PLACEMENT TO THE ELEVATIONS SHOWN ON
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 BORINGS AT APPROXIMATE LOCATIONS SHOWN 11.
SELECT GRANULAR FILL IN SHEET PILE STRUCTURE IS COMPLETED.
ELEVATION 607.3 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.
39'-0" (MIN.) BETWEEN SHEET PILE C/L
D
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EXCAVATION ALONG EXISTING
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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
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TIMBER FENDER (TYP)
FILL TO EL. 630.8
FILL TO EL. 630.8
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SHEET PILE STRUCTURE
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SCALE:
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1V
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EL. 630.3±
NORMAL POOL
EL. 605.3±
DREDGE LINE
1V 10H10H
EL. 597.3 (TYP)
BOTTOM OF SLOPE
SEE SHEET S-501.
PVC SPACER PIPES NOT SHOWN FOR CLARITY.4.
MINIMUM 4 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.
EL. 631.8
UPSTREAM
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INTERMIDIATE WALL
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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) MC12x45 (GR-50)
WALE SYSTEM
(2) MC12x45 (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 -
W E
S B
/1
/1
MNDOT TYPE 1 GEOTEXTILE
W I
S P
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S
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T H
Z O
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-U .S
S
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Y F
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PILES AT EL. 603.8
@ 18" WELDED TO SHEET
" DIA. 6" LONG STUDS4
5'-0"
LOCK SILL
EXISTING
EL. 602.3 TO EL. 605.3
TREMIE CONCRETE FILL
GRADE 75 MIN.
3" TIE-ROD
GRADE 75 MIN.
3" TIE-ROD
GRADE 75 MIN.
3" TIE-ROD
GRADE 75 MIN.
3" TIE-ROD
DRAWING
SEE DETAIL D5 THIS
8" PVC SPACER PIPE
DRAWING
SEE DETAIL D5 THIS
8" PVC SPACER PIPE
DOWNSTREAM SHEET PILE
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
E L
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D F
A C
T O
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ID
" = 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 6 INCHES SETTLEMENT OF FILL. PROVIDE
PROVIDE LARGER SPACER AT SPLICES TO ALLOW1.
NOTE:
4"
D5
4"2
C3
D5
A5
TYP
EL. 638.3±
EL. 621.3±
EL. 610.3±
EL. 602.3±
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:
NTS
S-101
B5
SCALE:
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:
INTO INTAKES.
PREVENT GROUT OVERFLOW
MONITOR GROUT PLACEMENT TO1.
NOTE:
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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SHEET
"16
"16
1'-1
"16
"8
1'-1
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1 3" 3" "2
13"
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1 8" "2
M
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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 - MC12x45 (GR-50)
WALE
2 - MC12x45 (GR-50)
W E
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S
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I
GRADE 75 MIN.
3" DIA. TIE ROD
PL 1"x9"x11"
E L
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D F
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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.
SECTION 31 41 16.
CONNECTIONS SHOWN ON PLAN. SEE SPECIFICATION
CONNECTIONS SHALL BE NO LESS THAN THAT OF
DETAIL CONNECTIONS ACCORDINGLY. STRENGTH OF
CONTRACTOR MAY CHOOSE COMBI-WALL SECTIONS AND
WITH STRENGTHENING PLATES WELDED TO FLANGES.
DETAIL C1 IS BASED ON ASSUMED SHEETPILE SECTION3.
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 SHEETPILES AND STRUCTURAL 1.
S O
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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
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.9
END OF FULL HEIGHT
BOTTOM OF INTERMEDIATE WALL
INTAKE (TYP.)
1' MIN
END OF SHEET PILE
S U
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=3
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SHEET PILE
EXISTING
TAPPED HOLE
STEEL BOLTS (TYP.)
" DIA GALVANIZED 8
54-
D
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D H
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P
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TAPPED HOLE
STEEL STUDS (TYP.)
" DIA GALVANIZED 8
54-
"2
GRIND SMOOTH (TYP)
TACK WELD AND
E
S B
/1
/1
DRAIN HOLES
AGAINST SHEET PILE AT
TYPE 1 GEOTEXTILE
PLACE A LAYER OF MNDOT
TOP OF INTERMEDIATE WALL
S P
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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)
NTS
S-201
A1
SCALE:
PLAN OF DRAINAGE COVERS IN DOWNSTREAM SHEET PILE
DETAIL
EL. 630.3±
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
INSTALL DRAINAGE COVER ON SHEET PILE PRIOR TO DRIVING.3.
STARTING 5'-0" FROM CONCRETE WALL.
11 - 3 IN. HOLES AT APPROXIMATELY EL. 619.5, SPACED @ 10' OC2.
LOCATE DRAIN HOLE IN THE WEB OF SHEET PILE SECTION.1.
NOTES:
EL. 638.3
EL. 613.3
EL. 602.3
S O
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®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
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A S
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A
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W
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B O
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A R
D
(TYP AT EACH SHEET)
"x3" LONG4
L 3x3x
INTERMEDIATE WALL
EXISTING
SHEET PILE
INTERMEDIATE WALL
TOP OF EXISTING
SHEET PILE
1" MAX.
RUNG (TYP)
STEEL LADDER
SMOOTH BAR
P
O
.C
6"
BAR RUNG LADDER
" DIA. SMOOTH STEEL2
E
S B
/1
/1
SEE SECTION A1
BENT PLATE
INSERT
SPACER
INSTALLATION
RUBBER
6" 4"
1'-0"
2"
SIDE OF RAIL
SETSCREW WATER
LONG32
" 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)
"2
BOLTS @ 3'-0"
" DIA COUNTERSUNK2
BENT PLATE
M
IS
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L L
A N
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U S
S E
C T
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S A
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D E
T A
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S
5'-6"5'-6"3'-0" MAX 3'-0" MAX5'-6"5'-6"
14 SPACES @ 6'-0" = 84'-0"
W I
S P
C S
S
O U
T H
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-U .S
S
U R
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T
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N O
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2" "2
1"
3"
4"
BY OTHERS
INSTALLATION
FURNISH ONLY
(FURNISH AND INSTALL)
" BENT PLATE8
(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 V
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D F
A C
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C F
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ID
SMOOTH
GRIND
TYP
3"
A4
SCALE: 1" = 1'-0"
" = 1'-0"2
S-101
B3
SCALE:
BAR RUNG LADDER
SECTION
LEGS (TYP)
3 SIDES BOTH
1' 2'0 6"
0 1' 2'6"
A4
EL. 569.0
A1
0 2' 4'1'
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
1' 2'0 6"
S-201
A3
" = 1'-0"2
SCALE: 1
SECTION
EL. 625.55±
SECTION VIEW HAS BEEN ROTATED.
NOTE:
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:
" = 1'-0"2
C3
SCALE:
TYPICAL HANDRAIL
ELEVATION
NTS
B1
SCALE:
TYPICAL INSERT @ 20'
DETAIL
INSTALLATION BY OTHERS.
SPECIFICATION SECTION 05 52 00.
BY CONTRACTOR PER REQUIREMENTS OF
MATERIAL FOR HANDRAILS SHALL BE SUPPLIED1.
S O
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D A
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M A
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D E
S C
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IP
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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
D
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N A
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A
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IN
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A
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W
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Z A
T A
B O
U L
E V
A R
D
W E
S B
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
/1
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
G E
N O
A W
IEND CAP
SELECT GRANULAR FILL
8" PVC SCH 40 PIPE
SOLID PIPE
PERFORATED PIPE
SHEET PILE
DOWNSTREAM
EL. 606.6
EXISTING LOCK SILL
BEFORE TREMIE PLACEMENT
BACKFILLING AND
TO BE REMOVED AFTER
16" STEEL CASING PIPE
MEDIUM FILTER AGGREGATE
TREMIE CONCRETE TREMIE CONCRETE
P
IE
Z O
M E
T E
R A
N D
T R
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IE
D
R A
IN
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N
D A
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T R
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IN
A
T E
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O
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A L
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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. = 6" BELOW TOP OF SHEET PILE
NONE
A1
SCALE:
PIEZOMETER AT LOCK WALLS
SECTION
NONE
C3
SCALE:
PIEZOMETER AT LOCK CENTERLINE
DETAIL
NONE
A3
SCALE:
PIEZOMETER AT LOCK CENTERLINE
SECTION
NTS
A4
SCALE:
TREMIE DRAIN
SECTION
SPACING.
AWAY FROM LOCK WALLS AT A 10 FT O.C.
TREMIE DRAINS TO BE LOCATED 5 FT
NOTE:
EL. 605.3
EL. 602.3
TIP EL. 575
FINAL EL. 605.9
CONSTRUCTION EL. 611.0
EL. 585
EL. 631EL. 631
EL. 621EL. 621
TOP OF SCREEN EL. 585.3
TIP EL. 575.3
TOP OF SCREEN EL. 568.0
TIP EL. 558.0
STRUCTURE TO VARY BY MORE THAN 2 FEET.
CAUSE WATER ELEVATION ACROSS THE
THE NEW DAMMING SURFACE THAT COULD
CONSTRUCTION ACTIVITY ASSOCIATED WITH
ARE OPERATIONAL PRIOR TO COMPLETING
INSTALL PIEZOMETERS AND ENSURE THEY1.
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
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W I
S P
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S
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V E
Y F
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
EXISTINGSTRUT
EXISTING
CEMENT OR BENTONITE GROUT
SILL
MITER GATE
EXISTING
PIEZOMETER
BORING
EXPLORATORY
BORING
EXPLORATORY
EXISTING SILL
STRUT (TYP)
EXISTING
PAVERS (TYP)
EXISTING APRON
GATE SILL
EXISTING MITER
MITER GATE
EXISTING
E 1642367 ±
N 574840 ±
6" DIA BOREHOLE
D O
W N
S T
R E
A M
A P
R O
N D
E T
A
IL
S
END CAP
SELECT GRANULAR FILL
SOLID PIPE
PERFORATED PIPE
BEFORE TREMIE PLACEMENT
BACKFILLING AND
TO BE REMOVED AFTER
16" STEEL CASING PIPE
MEDIUM FILTER AGGREGATE
12" PVC SCH 40 PIPE
PACK GAP WITH GROUT
APRON AS NEEDED
CORE DRILL THROUGH
APRON
DOWNSTREAM
EXISTING
WELL (TYP)
RELIEF
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
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IN
A
T E
S Y
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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
EL = 6" BELOW TOP OF RIVER WALL
EL 631
EL 621
A4
TOP OF SCREEN EL 602
TIP EL 597
NONE
C4
SCALE:
PIEZOMETER THROUGH DOWNSTREAM APRON
DETAIL
NONE
A4
SCALE:
PIEZOMETER THROUGH DOWNSTREAM APRON
SECTION
C4
NONE
B2
SCALE:
DOWNSTREAM APRON PLAN
PLAN
N
NTS
A1
SCALE:
RELIEF WELL
SECTION
EL. 603.5
TIP EL. 586
EL. 601
A1
FINAL EL. 607
EL. 605
STRUCTURE TO VARY BY MORE THAN 2 FEET.
CAUSE WATER ELEVATION ACROSS THE
THE NEW DAMMING SURFACE THAT COULD
CONSTRUCTION ACTIVITY ASSOCIATED WITH
ARE OPERATIONAL PRIOR TO COMPLETING
INSTALL PIEZOMETERS AND ENSURE THEY2.
ARE APPROXIMATE.
CONTRACTING OFFICER. LOCATIONS SHOWN
ITEM THAT MAY BE EXERCISED BY THE
EXPLORATORY BORINGS ARE AN OPTION
RELIEF WELLS AND DOWNSTREAM APRON1.
S O
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IT
A
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N N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
bottom of upstream edge of concrete is 600.5, section K-K
Sheet piling generally 30 feet long
2011 2012 2013 2014 2015
627.00
629.00
631.00
633.00
635.00
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
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2016 2017 2018 2019 2020
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
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8)
LOCK AND DAM 8
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
POOL ELEVATION HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2011 ‐ 2020
POOL STAGE HYDROS
LOCK AND DAM 8
HYDROLOGIC INFORMATION
Notes:
1. The daily pool elevation hydrograph is based on ten years of pool elevation observations recorded by the USACE pool gage at Lock and Dam 8 near Genoa, WI. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST). MSL 1912 ‐ 0.68 ft = NAVD 88 at Lock and Dam 8.
2. These elevation hydrographs are based on the best information available. These elevation hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
LOCK AND DAM 8
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JANURARY ‐ JUNE
1980 ‐ 2021
POOL STAGE DUR_1
LOCK AND DAM 8
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 8 stage data for the period June 1980 through July 2021. MSL 1912 ‐ 0.68 ft = NAVD 88 at Lock and Dam 8.
2. These stage duration curves are based on the best…
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