W912EK20B0009-0002 Drawings.pdf
PDF 21 MB Posted
- Solicitation number
- W912EK20B0009
About this file
This federal contract opportunity solicitation is for the Milan, IL Flood Control Project, 2019 Event Levee and Gate Repairs, Mill Creek, Rock River, Big Island, Rock Island, County, IL. The solicitation seeks contractors to perform work including clearing, grubbing, stripping, levee reshaping, stone placement, and gate repairs. The NAICS code is 237990 and size standard is $39,500,000. The estimated range of the contract value is $1,000,000 to $5,000,000. The period of performance is 365 days. This is a 100% HUBZone set-aside solicitation issued by the Department of the Army Corps of Engineers Engineering District Rock Island.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912EK20B0009 Bid Summary Sheet.pdf | ||
| W912EK20B0009-0003.pdf | ||
| A22 - W912EK20B0009-00002.pdf | ||
| W912EK20B0009-00001.pdf | ||
| W912EK20B0009 Reference Drawings.pdf | ||
| W912EK20B0009.pdf | ||
| W912EK20B0009 Drawings.pdf |
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Text version
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ROCK ISLAND COUNTY, ILLINOIS
MILAN
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ANAL
(TYP)
PROPERTY LINE
M
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WORK LIMITS (TYP)
CONSTRUCTION
6 7
0 400'SCALE : 1"=200'-0" 200'
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CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
GENERAL SHEET NOTES
SEE SHEET C-105
STAGING AREA 1
SEE SHEETS C-105 TO C-111
STA 0+00 TO STA 32+00
MILAN STONE REPAIR AREA 1
SEE SHEETS C-103, C-113 TO C-116
STA 0+00 TO STA 19+60
MILAN STONE REPAIR AREA 2
CONSTRUCTION WORK LIMITS
MILAN STONE REPAIR AREA 1
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(SEE SPECIFICATION 00 73 05)
BALD EAGLES NEST 660' BUFFER
25 24
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WORK LIMITS MILAN STONE REPAIR AREA 1
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ID
2185154.13
2185260.63
2185307.63
2185519.93
2185519.44
2185541.87
2185542.61
2185677.45
2185677.47
2185910.38
2185910.07
2185930.48
2185930.48
2185950.84
2185950.84
2185930.48
2185930.48
2185982.15
2185981.61
2186971.03
2187203.62
2187433.07
2188349.69
2188670.29
2188951.73
2189138.35
2188730.94
2188428.65
2188324.56
2188312.93
2188283.69
2188226.84
2187351.30
2187101.14
2186888.89
2186681.63
2185116.57
EASTING
1744103.34
1743844.71
1743803.03
1743760.02
1743662.68
1743654.65
1743819.18
1743815.14
1743917.36
1743872.13
1743674.10
1743674.10
1743588.78
1743588.64
1743694.50
1743694.50
1743783.03
1743783.02
1743858.30
1743747.59
1743782.60
1743847.20
1744205.63
1743755.65
1743578.49
1743591.12
1743835.25
1744257.67
1744372.53
1744341.51
1744348.82
1744345.03
1744003.91
1743950.85
1743954.64
1743968.46
1744305.26
NORTHING
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U S H
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ROCK ISLAND COUNTY, ILLINOIS
MILAN
0 600'SCALE : 1"=300'-0" 300'
(TYP)
PROPERTY LINE
M
IL
A N
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F
L O
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O N
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WORK LIMITS (TYP)
CONSTRUCTION
A
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CONSTRUCTION
K
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A
ID
1744633.81
1744679.00
1744796.42
1744997.49
1745209.13
1746733.88
1746801.95
1747303.13
1748170.06
1748229.82
1748175.51
1747209.50
1745221.88
1744881.38
1744718.14
1744568.80
1744265.64
1744133.79
1744090.02
1744179.91
1744286.12
1744269.70
1744270.33
1744397.22
1744608.60
NORTHING
2182637.59
2182453.82
2182482.70
2182186.99
2181639.50
2179755.25
2179795.46
2179125.99
2178741.59
2178634.18
2178478.07
2178816.25
2181140.25
2181630.99
2182294.70
2182256.17
2183420.06
2184116.96
2184467.91
2184476.84
2184387.09
2184268.64
2184234.39
2183493.99
2182630.99
EASTING
B
M
IL
B
IG
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
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GENERAL NOTES
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
SEE SHEET C-105
STAGING AREA 2
SEE SHEET C-104, C-117 TO C-122
STA 0+00 TO STA 30+00
BIG ISLAND REPAIR AREA
SEE SHEETS C-113 TO C-116
STA 0+00 TO STA 20+00
MILAN STONE REPAIR AREA 2
SEE SHEETS L-101 TO L-105
STA 0+85 TO STA 52+62
SEED RESTORATION
CONSTRUCTION WORK LIMITS
MILAN STONE REPAIR AREA 2
W O
R K L
IM
IT
S M
IL
A
N S
T O
N E R
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A
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A
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A
P L
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WORK LIMITS MILAN STONE REPAIR AREA 2 AND SEED RESTORATION
A N
D S
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D R
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T O
R A
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W E
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SHEET ID
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D D
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S T
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N
A S S
H O
W N
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C K R
IV
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F L O
W
T
H S
T W
0 400'SCALE : 1"=200'-0" 200'
SMITH ISLAND
INDIAN ISLAND
H E
N N
E P
IN
C
A N
A L
H E
N N
E P
IN
C
A N
A L
56TH AVE W
54TH AVE W
53TH AVE W
B
IG
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LA
N
D R
D
C E
N T E
N N
IA
L E
X P
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T E
ROCK ISLAND COUNTY, ILLINOIS
BIG ISLAND
(TYP)
PROPERTY LINES
M
IL
A N
IL
F
L O
O D C
O N
T R
O L P
R O J E
C T
CONSTRUCTION WORK LIMITS
CONSTRUCTION WORK LIMITS
A
B C
D
E F
G H
I
J K
L M
N
O
P
BIG ISLAND REPAIR AREA WORK LIMITS
5 6
GATE REPAIR AREA WORK LIMITS
ID
2174368.81
2174422.83
2174552.32
2174658.50
2174659.13
2174594.67
2174500.01
2174532.15
2174497.65
2174334.31
EASTING
R F
E L L
M A
N
1748095.20
1748112.49
1747958.10
1747956.88
1748023.71
1748024.32
1748137.18
1748147.47
1748241.43
1748189.16
NORTHING
B
M
IL
B
IG
E
V E
N T L
E V
E E A
N D G
A
P A
IR
S
M
IL
L C
R E
E K
R O
C K R
IV
E R
B
IG
I S
L A
N D
GENERAL SHEET NOTES
SEE SHEET C-105
STAGING AREA 4
SEE SHEETS C-117 TO C-122
STA 6+00 TO STA 30+00
BIG ISLAND STONE REPAIR AREA
SEE SHEET L-106
STA 0+3.44 TO STA 8+17.37
SEED RESTORATION
COMPLETED PER SPECIFICATION SECTION 35 20 16.
3. FOR GATEWELL A AND C SHIM ADJUSTMENTS TO BE
SPECIFICATION SECTION 03 62 16 AND SECTION 35 20 16.
2. GATEWELL A REPAIRS TO BE COMPLETED PER
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. CONSTRUCTION WORK LIMITS WILL BE PROVIDED
P L
A N W
O R
K L
IM
IT
S
A1 WORK LIMITS BIG ISLAND STONE REPAIR AREA, SEED RESTORATION, AND GATE WELL REPAIRS
R E
S T
O R
A T
IO
N
A N
D G
A T
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E L L R
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A
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S
R T
B
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L A
N D R
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A
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A
R E
A S S
E E
D
STA 0+85.75 TO STA 52+62
SEED RESTORATION
U W
X
Z
Y
SEE SHEET C-103
CONSTRUCTION WORK LIMITS
SEE SHEET C-501
STA 312+25 APPROX NLD
GATE WELL A
STA 1+00 APPROX
GATE WELL C
/0
/0
W E
K
B
R O
C K I S
L A
N D
IL
L
IN
O
IS
SOLICITATION
A U
G
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D W
E
K
B -0
1749589.71
1749555.68
1749523.66
1749523.08
1749482.32
1749453.87
1749449.05
1749452.92
1749440.35
1749427.83
1749238.16
1749232.24
1748263.94
1748239.94
1748223.34
1747979.19
1747963.11
1748019.72
1748073.63
1748086.44
1748367.58
1748359.81
1749418.14
1749563.00
1749587.41
1749675.38
NORTHING
2175563.25
2175659.57
2175659.99
2175692.96
2175785.05
2175784.18
2175941.96
2175942.09
2176064.89
2176098.28
2176091.97
2176452.15
2176432.31
2176538.94
2176768.08
2176770.35
2177456.36
2177453.32
2177327.35
2176927.55
2176896.54
2176542.25
2176551.60
2176508.38
2175875.47
2175594.62
EASTING
Z
Y
X
W
V
U
T
S
R
Q
P
O
N
M
L
K
J
I
H
G
F
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N N
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D B
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D E
S
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D B
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D E
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N M
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S
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S U
B M
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T E
D B
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P L
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
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E
F
G
2 3 4 5 6 7 8 9 10
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-204
N 1744597.94
E 2182504.29
ELEV 571.48
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-203
N 1744610.99
E 2182491.29
ELEV 572.61
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-325-608
N 1744610.90
E 2182491.45
ELEV 572.63
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
19-330-207
N 1749454.39
E 2176403.52
ELEV 566.90
A N
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STAGING AREA 1
0 80'SCALE : 1"=40'-0" 40'
STAGING AREA 2
STAGING AREA 3
A1
STAGING AREA 2
0 80'SCALE : 1"=40'-0" 40'
N
N
ID
STAGING AREA 4
STAGING AREA 4
0 80'SCALE : 1"=40'-0" 40'
S T
A G
IN
G A
R E
A S
P L
A N
1 2
ID
ID
GENERAL NOTES
1743873.97
1743833.44
1743822.71
1743885.90
1743896.65
1743938.35
NORTHING
2185282.73
2185498.37
2185642.52
2185647.23
2185502.79
2185282.74
EASTING
1744551.39
1744510.92
1744520.36
1744578.08
1744586.15
1744569.40
NORTHING
2182329.17
2182494.26
2182496.85
2182426.30
2182389.29
2182334.52
EASTING
1749237.44
1749234.18
1749359.38
1749362.64
NORTHING
2176196.70
2176395.29
2176397.57
2176198.76
EASTING
SEE SHEET C-102
MILAN STONE REPAIR AREA 1
EXISTING ASPHALT TRAIL
EXISTING GRAVEL SHOULDER
WORK LIMITS
CONSTRUCTION
WORK LIMITS
CONSTRUCTION
WORK LIMITS
CONSTRUCTION
SEE SHEET C-103
MILAN STONE REPAIR AREA 2
EXISTING ASPHALT TRAIL
53TH AVE W
U S H
W Y
LEVEE CENTERLINE
LEVEE CENTERLINE
CENTERLINE
LEVEE
SEE SHEET C-104
BIG ISLAND STONE REPAIR AREA
/0
/0
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STAGING AREA LIMITS.
LOCATED WITHIN THE WORK LIMITS, BUT OUTSIDE OF THE
ALLOWED ON THE EXISTING DRIVEWAYS OR PARKING LOTS
8. FOR STAGING AREA 4, NO PARKING OR STAGING IS
LIMITS.
THE WORK LIMITS, BUT OUTSIDE OF THE STAGING AREA
ALLOWED IN THE EXISTING PARKING LOT LOCATED WITHIN
7. FOR STAGING AREA 1, NO PARKING OR STAGING IS
CONSTRUCTION.
AND RESTORED TO PRE-PROJECT CONDITION FOLLOWING
CONTRACTOR SHALL REMAIN WITHIN THE WORK LIMITS
6. ANY TEMPORARY LEVEE RAMPS CONSTRUCTED BY THE
CONDITIONS AT THE CONTRACTORS EXPENSE.
5. STAGING AREAS TO BE RESTORED TO PRECONSTRUCTION
LEADING TO THE STAGING AREA.
4. ALL POSTED WEIGHT LIMITS MUST BE OBEYED ON ROADS
APPROVED OF BY THE CONTRACTING OFFICER.
AREA, THE LOCATION NEEDS TO BE REVIEWED AND
3. IF THE CONTRACTOR SELECTS AN ALTERNATE STAGING
BY PUBLIC ROADS OR ACROSS THE TOP OF THE LEVEE.
SPONSORS. ACCESS TO THE STAGING AREA TO BE
2. STAGING AREAS WERE PROVIDED BY THE PROJECT
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CADD FILE UPON AWARD OF
1. STAGING AREA COORDINATES WILL BE PROVIDED
.6
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P L
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2. SEE SHEET L-301 FOR SEEDING NOTES.
APPROXIMATELY AT STA 283+65 NLD.
USES ONLY. BEGINNING STA 0+00 IS LOCATED
NOT MATCH THE NLD AND IS TO BE USED FOR REPAIR
DATABASE (NLD). THE CONTRACT STATIONING DOES
1. LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE
E1 L-301
S T
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L C
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IV
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B
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L A
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GENERAL SHEET NOTES
P L
A N
B
IG
I S
L A
N D C
L E
A R
IN
G A
N D G
R U
B B
IN
G
CLEAR AND GRUB
CLEAR AND GRUB
LEVEE CENTERLINE
ID
BIG ISLAND REPAIR AREA C
1749241.99
1749362.29
1749362.29
1749241.99
1748809.77
1748386.27
1748386.27
1748809.77
NORTHING
2176549.97
2176549.97
2176476.25
2176476.25
2176467.56
2176467.56
2176542.16
2176542.16
EASTING
BIG ISLAND REPAIR AREA D
BIG ISLAND AREA C
BIG ISLAND AREA D
1 2
7 8
STAGING AREA 4
27TH ST W
DISPOSED OF AT THE CONTRACTOR'S EXPENSE.
3. ALL CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND
SHOWN.
2. CLEARING AND GRUBBING TO BE PERFORMED IN THE AREAS
THE CONTRACTING OFFICER PRIOR TO CLEARING.
GRUBBING LIMITS. THESE STAKES SHALL BE APPROVED BY
1. 15 DAYS PRIOR TO TREE CLEARING STAKE CLEARING AND
M A T C
H L
IN
E A /L -1
A1
BIG ISLAND CLEARING AND GRUBBING STA 18+00 TO STA 29+00
S T
A
T
O S
T A
SEE SHEET C-104
CONSTRUCTION WORK LIMITS
/0
/0
W E
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B
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C K I S
L A
N D
IL
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SOLICITATION
A U
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V
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N A
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D A
N C
E W
IT
H A
M D W
E
K
B -0
| B5MILBIG201901-CAD_SHEET-2020-01-03-C-101 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2019-09-04-C-102 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2019-09-04-C-103 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2019-09-04-C-104 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2019-09-04-C-105 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| A7, PW_WORKDIR:d0598206 |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2020-02-16-L-106 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2020-02-16-L-108 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
| B5MILBIG201901-CAD_SHEET-2019-09-04-C-105.pdf |
| B5MILBIG201901-CAD_SHEET-2019-09-04-C-105 |
| References |
| PW_WORKDIR:d0598206 |
| G-BSDxxx.dgn |
| A7, PW_WORKDIR:d0598206 |
| B5MILBIG201901-CAD_MODEL-2020-01-24-C-SP0002.dgn |
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