W912ES20Q0009 Plans.pdf
PDF 26 MB Posted
- Attached to
- Lock and Dam 5 Embankment Resurfacing
- Solicitation number
- W912ES20Q0009
About this file
This document provides details on a federal solicitation from the Department of the Army Corps of Engineers Engineering District St Paul. Solicitation number W912ES20Q0009 is seeking proposals for resurfacing work on the embankment of Lock and Dam 5. Interested vendors are required to submit their proposals in response to the solicitation by the stated deadline. The solicitation seeks contractors to perform resurfacing of the embankment to address issues and ensure continued operations at Lock and Dam 5. The selected contractor will be responsible for all required resurfacing work on the embankment.
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Other files
| File | Type | Posted |
|---|---|---|
| W912ES20Q0009 RFQ.pdf | ||
| W912ES20Q0009 Specifications.pdf |
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SOLICITATION: W912ES20Q0009
CONTRACT:
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AUGUST 2020
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
PROJECT MANAGER
EC-H
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FOUNTAIN CITY, WI
LOCK AND DAM 5
MISSISSIPPI RIVER
LOCK & DAM 5 EMBANKMENT RESURFACING
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REF.
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C-601
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CS107
CS106
CS105
CS104
CS103
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LD5ERS_CS106---.dgn
LD5ERS_CS105---.dgn
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LD5ERS_G-003---.dgn
LD5ERS_G-002---.dgn
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HORIZONTAL CONTROL TABLES
EMBANKMENT - TYPICAL SECTION
PLAN AND PROFILE - STATION 150+00 TO STATION 175+07
PLAN AND PROFILE - STATION 125+00 TO STATION 150+00
PLAN AND PROFILE - STATION 100+00 TO STATION 125+00
PLAN AND PROFILE - STATION 75+00 TO STATION 100+00
PLAN AND PROFILE - STATION 50+00 TO STATION 75+00
PLAN AND PROFILE - STATION 25+00 TO STATION 50+00
PLAN AND PROFILE - STATION 0+00 TO STATION 25+00
CIVIL/SITE DRAWINGS
GENERAL PLAN - EMBANKMENT CENTERLINE
INDEX AND LEGEND
LOCATION AND VICINITY MAP
COVER SHEET
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
#REF!
#REF!
#REF!
M-L5 52/2-FS
#REF!
#REF!
#REF!
FLOW DURATION CURVES JAN-JUNE
REFERENCE DRAWING HEADING
REFERENCE DRAWING HEADING
HYDROGRAPHS
LOCK & DAM 5 - EARTH DIKE - PLAN AND SECTIONS
REFERENCE DRAWINGS
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ABBREVIATIONS
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3. EXISTING CONDITION DATA WAS COLLECTED IN AUGUST 2018.
2. ELEVATION REFER TO NAVD 88.
1. COORDINATES BASED ON MINNESOTA STATE PLANE GRID SYSTEM, SOUTH ZONE.
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T
IO
N
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
(VARIES)
EXISTING GROUND
TOP OF AGGREGATE SURFACE
FILL
9" OF AGGREGATE SURFACE
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
CS102
B D
S
A N
S I
D
N A
V D
100' 200'0
100' 200'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
B1
E1
PROFILE VIEW - EMBANKMENT PROFILE STA. 25+00 TO STA. 50+00
PLAN VIEW - EMBANKMENT
SCALE: 1" =100'
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G
N
B D
S
N P
G
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
N A
D
A
U G
S T P
A U
L D
IS
T R
IC
T
W E
S
Q
S T P
A U
L
M
IN
N E
S O
T A
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
660660
665 665
668 669
670670
670671
673674
P I-7
P I-8
W-6
W-26
MISSISSIPPI RIVER
FLOW
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00
(VARIES)
EXISTING GRADE
TOP OF AGGREGATE SURFACE
FILL
9" OF AGGREGATE SURFACE
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
CS103
B D
S
A N
S I
D
N A
V D
100' 200'0
B1 100' 200'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
PROFILE VIEW - EMBANKMENT PROFILE STA. 50+00 TO STA. 75+00
E1
PLAN VIEW - EMBANKMENT
SCALE: 1" =100'
N
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G B
D S
N P
G
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
N A
D
A
U G
S T P
A U
L D
IS
T R
IC
T
W E
S
Q
S T P
A U
L
M
IN
N E
S O
T A
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
665 665
673 674
P I-9 W-7
W-24 W-25
MISSISSIPPI RIVER
FLOW
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00
(VARIES)
EXISTING GROUND
FILL
9" OF AGGREGATE SURFACE TOP OF AGGREGATE SURFACE
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
CS104
B D
S
A N
S I
D
N A
V D
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G B
D S
N P
G
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
N A
D
A
U G
S T P
A U
L D
IS
T R
IC
T
W E
S
Q
S T P
A U
L
M
IN
N E
S O
T A
100' 200'0 E1
PLAN VIEW - EMBANKMENT
SCALE: 1" =100'
N
B1 100' 200'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
PROFILE VIEW - EMBANKMENT PROFILE STA. 75+00 TO STA. 100+00
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
115+00
120+00
125+00
P I-1
P I-1
P I-1
PI-14
P I-1
W-8
W-9
W-10
W-22
W-23
F L
O W
M
ISSISSIPPI RIVER
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00
(VARIES)
EXISTING GROUND
FILL
9" OF AGGREGATE SURFACE
TOP OF AGGREGATE SURFACE
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
P L
A N A
N D P
R O
F
IL
E
CS105
B D
S
A N
S I
D
N A
V D
S T
A T
IO
N
T
O S
T A
T
IO
N
A1
C1
100' 200'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
PROFILE VIEW - EMBANKMENT PROFILE STA. 100+00 TO STA. 125+00
PLAN VIEW - EMBANKMENT
SCALE: 1" =100' 100' 200'0
N
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G B
D S
N P
G
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
N A
D
A
U G
S T P
A U
L D
IS
T R
IC
T
W E
S
Q
S T P
A U
L
M
IN
N E
S O
T A
MATCH
LIN
E W
IT
H
SHEET
ID
C
S1
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
662662
663 663 663 663
663 663
664664664
664664 664664
665 665 665 665 665 665 665 665
665665665665665665665665665
666666666
666 666 666 666
667667667667
667667 667667
668668668668668
668668 668668
669 669 669 669 669
669 669 669 669
670670670670670670670670670
670 670 670 670 670 670 670 670 670
671671 671 671
671671
P I-1
FLOW MISSISSIPPI RIVER
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00
(VARIES)
EXISTING GROUND
TOP OF AGGREGATE SURFACE
FILL
9" OF AGGREGATE SURFACE
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
IS
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
P L
A N A
N D P
R O
F
IL
E
CS106
B D
S
A N
S I
D
N A
V D
S T
A T
IO
N
T
O S
T A
T
IO
N
100' 200'0D1
A1
PLAN VIEW - EMBANKMENT
SCALE: 1" =100'
PROFILE VIEW - EMBANKMENT PROFILE STA. 125+00 TO STA. 150+00
100' 200'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G B
D S
N P
G
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
N A
D
A
U G
S T P
A U
L D
IS
T R
IC
T
W E
S
Q
S T P
A U
L
M
IN
N E
S O
T A
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
M A
T C
H L
IN
E W
IT
H S
H E
E T I
D C
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P I-2
P I-1
P I-1
P I-1
P I-2
P I-1
W-11 W-12
W-13
W-14
W-15
W-16
W-17
W-18
W-19
W-20
W-21
MISSISS
IPPI RIVER
FLOW
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00
(VARIES)
EXISTING GROUND
FILL
9" OF AGGREGATE SURFACE
TOP OF AGGREGATE SURFACE
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
IS
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
N P
G
P L
A N A
N D P
R O
F
IL
E
CS107
B D
S
A N
S I
D
N A
V D
S T
A T
IO
N
T
O S
T A
T
IO
N
100' 200'0
A1
D1
PLAN VIEW - EMBANKMENT
SCALE: 1" =100'
100' 200'0
10' 20'0
HORIZONTAL SCALE
VERTICAL SCALE
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G
PROFILE VIEW - EMBANKMENT PROFILE STA. 150+00 TO STA. 175+07
B D
S
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
N A
D
A
U G
S T P
A U
L D
IS
T R
IC
T
W E
S
Q
S T P
A U
L
M
IN
N E
S O
T A
M A T C
H L
IN
E W
IT
H S
H E E T I D C
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
2%
RIVER SIDE LAND SIDE
0 10 20 30 40 50-10-20-30-40-50
CL
(VARIES)
EXISTING GROUND
EXISTING RIPRAP
5'5'
SEE NOTE 1
INTO EXISTING ROAD EDGE
TO EXISTING OR TIE
1V:3H SLOPE
SEE NOTE 1
INTO EXISTING ROAD EDGE
TO EXISTING OR TIE
1V:3H SLOPE
SEE PROFILE, SEE NOTE 3
ELEVATION VARIES,
9" OF AGGREGATE SURFACE,
C K D
A M
S T P
A U
L
M N
A S -B
U
IL
T N
O
F
IL
E N
A M
E
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
S
IS
S
IP
P I
R
IV
E R
L D
E
R S
C S x x x .d g n
10' 20'0
CS301
B D
S
A N
S I
D
N A
V D
A3
TYPICAL RESURFACING SECTION
SCALE: 1" = 10'
F O
U N
T A
IN
C
IT
Y
W I
L O
C K D
A M E
M B
A N
K M
E N
T R
E S
U R
F A
C
IN
G
GENERAL NOTES: THIS SHEET ONLY
T Y
P
IC
A L S
E C
T
IO
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SURFACE.
AND WILL REQUIRE GRADING PRIOR TO PLACEMENT OF THE AGGREGATE
THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING ROAD IS RUTTED4.
ROAD CENTERLINE
9" OF AGGREGATE SURFACE IS MEASURED FROM TOP OF EXISTING 3.
RESURFACING.
TYPICAL SECTION APPLIES TO ENTIRE LENGTH OF EMBANKMENT2.
ROAD EDGE, SLOPE TO EXISTING ROAD EDGE.
ROAD EDGE. IF 1V:3H SLOPE EXTENDS PAST EXISTING
NEW AGGREGATE SURFACE SHALL NOT EXTEND PAST THE EXISTING1.
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.9
HORIZONTAL CONTROL TABLES
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| LD5ERS_G-001XXX-ANSI D-000 |
| LD5ERS_G-002XXX-ANSI D-000 |
| LD5ERS_G-003xxx-ANSI D-000 |
| LD5ERS_G-101XXX-ANSI D-000 |
| LD5ERS_CS101xxx-ANSI D-000 |
| LD5ERS_CS102xxx-ANSI D-000 |
| LD5ERS_CS103xxx-ANSI D-000 |
| LD5ERS_CS104xxx-ANSI D-000 |
| LD5ERS_CS105xxx-ANSI D-000 |
| LD5ERS_CS106xxx-ANSI D-000 |
| LD5ERS_CS107xxx-ANSI D-000 |
| LD5ERS_CS301xxx-ANSI D-000 |
| LD5ERS_C-601xxx-ANSI D-000 |
File details come from the government source that posted it. Updated .