Amendment 1 W912ES22B0001 LD6SP_PLANS_Amended_Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- W912ES22B0001
About this file
This document package includes construction drawings and hydrologic data in support of Solicitation Number W912ES22B0001 issued by the Department of the Army Corps of Engineers Engineering District St Paul for sheet pile installation and construction work at Lock and Dam Numbers 6 and 10 on the Mississippi River.
The construction drawings depict site plans, structural details, and geotechnical information for the sheet pile installation work at Lock and Dam 6. Additional files include hydrologic data graphs and charts presenting flow duration curves, tailwater and pool elevation duration curves, and tailwater and flow hydrographs from 1959 to 2021 to provide historical hydraulic information for the project site. The solicitation seeks bids for sheet pile installation and construction work at Locks and Dams 6 and 10 along the Mississippi River with a proposal due date of January 18, 2022.
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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
LD6SP_S-506---.dgn
LD6SP_S-505---.dgn
LD6SP_S-504---.dgn
LD6SP_S-503---.dgn
LD6SP_S-502---.dgn
LD6SP_S-501---.dgn
LD6SP_S-201---.dgn
LD6SP_S-101---.dgn
LD6SP_S-001---.dgn
LD6SP_C-101---.dgn
LD6SP_B-202---.dgn
LD6SP_B-201---.dgn
LD6SP_B-101---.dgn
LD6SP_G-101---.dgn
LD6SP_G-003---.dgn
LD6SP_G-002---.dgn
LD6SP_G-001---.dgn
DOWNSTREAM APRON DETAILS
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 18-36M AND 18-37M
BORING LEGEND, NOTES AND LOG 18-35M
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
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 - 1938-2021
TAILWATER ELEVATION DURATION CURVES - JANUARY-JUNE - 1938-2021
TAILWATER HYDROGRAPHS - JANUARY 01-DECEMBER 31 - 2011-2020
POOL ELEVATION DURATION CURVES - JULY-DECEMBER - 1960-2021
POOL ELEVATION DURATION CURVES - JANUARY-JUNE - 1960-2021
POOL ELEVATION HYDROGRAPHS - JANUARY 01-DECEMBER 31 - 2011-2020
HYDROGRAPHS
LOCK & DAM NO. 6 - LOCK - DETAILS OF MISCELLANEOUS METAL PARTS
LOCK & DAM NO. 6 - LOCK - DETAILS OF WALL ARMOR & PROTECTION ANGLE
LOCK & DAM NO. 6 - LOCATION OF WALL ARMOR AND PROTECTION ANGLE
LOCK & DAM NO. 6 - LOCK - REINFORCING STEEL-RIVER WALL AND MISCELLANEOUS
LOCK & DAM NO. 6 - LOCK - REINFORCING STEEL-LAND AND INTERMEDIATE WALLS
LOCK & DAM NO. 6 - LOCK - MASONRY-UPPER GATES-AUXILIARY LOCK
LOCK & DAM NO. 6 - LOCK - MASONRY-UPPER GATES-MAIN LOCK
LOCK & DAM NO. 6 - LOCK - PILE SPACING
LOCK & DAM NO. 6 - LOCK - MONOLITH LAYOUT
LOCK & DAM NO. 6 - LOCK - ADDITIONAL STONE PROTECTION (DERRICK STONE)
LOCK & DAM NO. 6 - LOCK - GENERAL PLAN
LOCK & DAM NO. 6 - LOCK - BORINGS
LOCK & DAM NO. 6 - LOCK - BORINGS
MISSISSIPPI RIVER - LOCK & DAM NO. 6 - LOCK
M-L6-20/23-FS
M-L6-20/19-FS
M-L6-20/18-FS
M-L6-20/13-FS
M-L6-20/12-FS
M-L6-20/4-FS
M-L6-20/3-FS
M-L6-20/2-FS
M-L6-20/1M-FS
M-L6-20/1.1A-FS
M-L6-20/1-FS
M-L6-10/6-FS
M-L6-10/3-FS
Z2-22.PDF
FLOW_DUR_2_LD6.PDF
FLOW_DUR_1_LD6.PDF
FLOW_HYDROS_LD6.PDF
TAILWATER_STAGE_DUR_2_LD6.PDF
TAILWATER_STAGE_DUR_1_LD6.PDF
TAILWATER_HYDROS_LD6.PDF
POOL_DURATION_2_LD6.PDF
POOL_DURATION_1_LD6.PDF
POOL_HYDROGRAPH_LD6.PDF
M-L6-20_23.PDF
M-L6-20_19.PDF
M-L6-20_18.PDF
M-L6-20_13.PDF
M-L6-20_12.PDF
M-L6-20_4.PDF
M-L6-20_3.PDF
M-L6-20_2.PDF
M-L6-20_1M.PDF
M-L6-20_1-1A.PDF
M-L6-20_1.PDF
M-L6-10_6.PDF
M-L6-10_3.PDF
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
D5
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
GENERAL NOTES:
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 0.47 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.
CONTRACTING OFFICER CO
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D F
A C
T O
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C F
G E
O
ID
SHEET ID X-000
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
RIPRAP
ACCESS LIMITS
WORK LIMITS /
EXCAVATION
RIVERBED SOIL
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SEE NOTE 9
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SEE NOTE 6
SEE NOTE 3
WORK LIMITS
SEE NOTE 5
SEE NOTE 4
SEE NOTE 7
56'
SEE NOTE 7
E 1590261.94
N 64159.14
E 1590249.38
N 64175.41
E 1590363.02
N 64303.37
SEE NOTE 9
SEE NOTE 7
SEE NOTE 7
SEE NOTE 9
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps a u to ti m e
ID
Sheet
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I R
IV
E R F
LO
W
DOCK
LOADING
TO MARINA
PUBLIC ACCESS
HOUSE
CONTROL
LOCK
VISITOR
PARKING
TREMPEALEAU
DREDGE
BORROW SITE
LOCK AND DAM RD
PRIVATE MARINA
AREA
STAGING
"D2" LD6
WELL RIM
TREMPEALEAU SE GPS
100' 200'0
N
SCALE 1"=100'
LOCK AND DAM NO. 6
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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IN
A
T E
S Y
S T
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H
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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
GENERAL SHEET NOTES:
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.
COORDINATE WITH CONTRACTING OFFICER FOR USAGE.
POSSIBLE MOORING AREAS, CONTRACTOR TO 5.
THIS LOCATION.
EXISTING SECURITY GATE WITH ELECTRONIC OPENER AT 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.
A1
SITE MAP1
2011 2012 2013 2014 2015
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
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
8)
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
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
8)
LOCK AND DAM 6
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
TAILWATER HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2011 - 2020
TAILWATER HYDROS
LOCK AND DAM 6
HYDROLOGIC INFORMATION
Notes:
1. The daily tailwater hydrographs are based on ten years of tailwater elevation observations recorded by the USACE gage at Lock and Dam 6 at Trempealeau, WI. MSL 1912 - 0.47 ft = NAVD 88 at Lock and Dam 6.
2. These tailwater hydrographs are based on the best information available. These tailwater 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 6
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
TAILWATER ELEVATION DURATION CURVES
JANUARY - JUNE
1938 - 2021
TAILWATER STAGE DUR_1
LOCK AND DAM 6
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 6 tailwater elevation data for the period January 1938 through December 2021. MSL 1912 - 0.47 ft = NAVD 88 at Lock and Dam 6.
2. These stage duration curves are based on the best information available. They 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.
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
N
F
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
TAILWATER ELEVATION DURATION CURVES
JULY - DECEMBER
1938 - 2021
TAILWATER STAGE DUR_2
LOCK AND DAM 6
HYDROLOGIC INFORMATION
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N
E T
N
A V
D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 6 tailwater elevation data for the period January 1938 through December 2021. MSL 1912 - 0.47 ft = NAVD 88 at Lock and Dam 6.
2. These stage duration curves are based on the best information available. They 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.
2011 2012 2013 2014 2015
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
200,000
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
F
LO
W
C
S
2016 2017 2018 2019 2020
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
200,000
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
F
LO
W I
N C
F S
LOCK AND DAM 6
AUXILLARY LOCK
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
FLOW HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2011 - 2020
FLOW HYDROS
LOCK AND DAM 6
HYDROLOGIC INFORMATION
Notes:
1. The daily flow hydrographs are based on ten years of discharge observations recorded by the USACE gage at Lock and Dam 6 at Trempealeau, WI.
2. These flow hydrographs are based on the best information available. These flow 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.
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
FLOW DURATION CURVES
JANUARY - JUNE
1959 - 2021
FLOW DUR_1
LOCK AND DAM 6
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers gage at Lock and Dam 6. These curves were derived using data from January 1959 through December 2021.
2. These flow duration curves are based on the best information available. These flow duration curves 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.
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
MAY
SHEET PILE INSTALLATION
MISSISSIPPI RIVER
FLOW DURATION CURVES
JULY - DECEMBER
1959 - 2021
FLOW DUR_2
LOCK AND DAM 6
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers gaeg at Lock and Dam 6. These curves were derived using data from January 1959 through December 2021.
2. These flow duration curves are based on the best information available. These flow duration curves 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.
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
50,000
100,000
150,000
200,000
250,000
300,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
NOVEMBER
File details come from the government source that posted it. Updated .