W912QR23B0012__Plans-0000.pdf
PDF 29 MB Posted
- Attached to
- Littcarr Sediment Dam Raise and Armor
- Solicitation number
- W912QR23B0012
About this file
This document outlines an invitation for bid for construction services. The U.S. Army Corps of Engineers Engineering District Louisville is soliciting bids for the Littcarr Sediment Dam Raise and Armor project in Littcarr, KY. Work will include reestablishing an existing gravel access road, moving boulders upstream to restore downstream slope protection, placing new Class III channel lining along the crest and downstream slope of the dam to raise the height approximately 30 inches, and constructing a 12-foot wide access road along the dam crest using #4 stone. The project also includes options to place new riprap over the crest and downstream slope. Bids are due under Solicitation Number W912QR23B0012 by the specified closing date.
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25 April 2023
W912QR23B0012
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ILLINOIS
MISSOURI
TENNESSEE
INDIANA
OHIO
WEST VIRGINIA
VIRGINIA
KNOTT COUNTY, KY
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EQUIPMENT WILL NOT BE PERMITTED ON NEWLY PLACED RIPRAP OVERLAY
AWARDED AFTER THE BASE BID WORK HAS BEEN COMPLETED. TRACKED
COMPLETE WORK ASSOCIATED WITH OPTIONS IF THE OPTIONS ARE
THE CONTRACTOR SALL UTILIZE THE DAM CREST GRAVEL PATH TO 6.
AVAILABLE LiDAR AND MAY NOT REFLECT CURRENT SITE TOPOGRAPHY.
EXISTING CONTOURS SHOWN WERE DEVELOPED FROM PUBLICALLY
A SURVEY WAS NOT PERFORMED AS PART OF THE DESIGN OF THIS PROJECT. 5.
DRAINAGE.
CONSTRUCTION ENTRANCE/EXIT SHALL BE SLOPED TO MAINTAIN POSITIVE 4.
SHALL PROVIDE FULL DEPTH REPLACEMNT OF THE PAVEMENT SECTION.
DUE TO CONSTRUCTION TRAFFIC. IF DAMAGE OCCURS, THE CONTRACTOR
8053E (BETWEEN HWY 160 AND THE PROJECT CONSTRUCTION ENTRANCE)
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO IC-3.
INCHES KYTC CLASS III.
DOWNSTREAM DAM FACE SHALL BE OVERLAID WITH APPROXIMATELY 30 2.
4 STONE.)
FEET. (ROUGHLY 30 INCHES KYTC CLASS III TOPPED WITH 6 INCHES KYTC NO.
DAM CREST SHALL BE RAISED APPROXIMATELY 3 FEET TO ELEVATION 1044 1.
GENERAL SHEET NOTES
LEGEND
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CONTRACTOR WORK LIMITS
KYTC CLASS III CHANNEL LINING
2" KYTC NO. 57 STONE.
6" KYTC NO. 4 STONE TOPPED WITH
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KYTC CLASS III CHANNEL LINING
KYTC NO. 4 STONE OVER
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1"=100'SCALE: 100' 200'0
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2X DUMPSTERS
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MATCHLINE - SEE SHEET CS103
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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U .S
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EQUIPMENT WILL NOT BE PERMITTED ON NEWLY PLACED RIPRAP OVERLAY
AWARDED AFTER THE BASE BID WORK HAS BEEN COMPLETED. TRACKED
COMPLETE WORK ASSOCIATED WITH OPTIONS IF THE OPTIONS ARE
THE CONTRACTOR SALL UTILIZE THE DAM CREST GRAVEL PATH TO 6.
AVAILABLE LiDAR AND MAY NOT REFLECT CURRENT SITE TOPOGRAPHY.
EXISTING CONTOURS SHOWN WERE DEVELOPED FROM PUBLICALLY
A SURVEY WAS NOT PERFORMED AS PART OF THE DESIGN OF THIS PROJECT. 5.
DRAINAGE.
CONSTRUCTION ENTRANCE/EXIT SHALL BE SLOPED TO MAINTAIN POSITIVE 4.
SHALL PROVIDE FULL DEPTH REPLACEMNT OF THE PAVEMENT SECTION.
DUE TO CONSTRUCTION TRAFFIC. IF DAMAGE OCCURS, THE CONTRACTOR
8053E (BETWEEN HWY 160 AND THE PROJECT CONSTRUCTION ENTRANCE)
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO IC-3.
INCHES KYTC CLASS III.
DOWNSTREAM DAM FACE SHALL BE OVERLAID WITH APPROXIMATELY 30 2.
4 STONE.)
FEET. (ROUGHLY 30 INCHES KYTC CLASS III TOPPED WITH 6 INCHES KYTC NO.
DAM CREST SHALL BE RAISED APPROXIMATELY 3 FEET TO ELEVATION 1044 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CONDUIT AREA PRIOR TO PLACING KYTC CLASS III.
RELOCATE EXISTING WASHED OUT OVERSIZED SANDSTONE TO THE FAILED 1.
LEGEND
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C A
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MATCHLINE - SEE SHEET CS103
- SEE SHEET CS103
MATCHLINE - SEE SHEET CS104
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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EQUIPMENT WILL NOT BE PERMITTED ON NEWLY PLACED RIPRAP OVERLAY
AWARDED AFTER THE BASE BID WORK HAS BEEN COMPLETED. TRACKED
COMPLETE WORK ASSOCIATED WITH OPTIONS IF THE OPTIONS ARE
THE CONTRACTOR SALL UTILIZE THE DAM CREST GRAVEL PATH TO 6.
AVAILABLE LiDAR AND MAY NOT REFLECT CURRENT SITE TOPOGRAPHY.
EXISTING CONTOURS SHOWN WERE DEVELOPED FROM PUBLICALLY
A SURVEY WAS NOT PERFORMED AS PART OF THE DESIGN OF THIS PROJECT. 5.
DRAINAGE.
CONSTRUCTION ENTRANCE/EXIT SHALL BE SLOPED TO MAINTAIN POSITIVE 4.
SHALL PROVIDE FULL DEPTH REPLACEMNT OF THE PAVEMENT SECTION.
DUE TO CONSTRUCTION TRAFFIC. IF DAMAGE OCCURS, THE CONTRACTOR
8053E (BETWEEN HWY 160 AND THE PROJECT CONSTRUCTION ENTRANCE)
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO IC-3.
INCHES KYTC CLASS III.
DOWNSTREAM DAM FACE SHALL BE OVERLAID WITH APPROXIMATELY 30 2.
4 STONE.)
FEET. (ROUGHLY 30 INCHES KYTC CLASS III TOPPED WITH 6 INCHES KYTC NO.
DAM CREST SHALL BE RAISED APPROXIMATELY 3 FEET TO ELEVATION 1044 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CONDUIT AREA PRIOR TO PLACING KYTC CLASS III.
RELOCATE EXISTING WASHED OUT OVERSIZED SANDSTONE TO THE FAILED 1.
LEGEND
E S
P R
IN
G
S T
O N
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CONTRACTOR WORK LIMITS
KYTC CLASS III CHANNEL LINING
2" KYTC NO. 57 STONE.
6" KYTC NO. 4 STONE TOPPED WITH
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MATCHLINE - SEE SHEET CS104
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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US Army Corps
U .S
A
R M
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E E
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M J O
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S
SURFACE.
EQUIPMENT WILL NOT BE PERMITTED ON NEWLY PLACED RIPRAP OVERLAY
AWARDED AFTER THE BASE BID WORK HAS BEEN COMPLETED. TRACKED
COMPLETE WORK ASSOCIATED WITH OPTIONS IF THE OPTIONS ARE
THE CONTRACTOR SALL UTILIZE THE DAM CREST GRAVEL PATH TO 6.
AVAILABLE LiDAR AND MAY NOT REFLECT CURRENT SITE TOPOGRAPHY.
EXISTING CONTOURS SHOWN WERE DEVELOPED FROM PUBLICALLY
A SURVEY WAS NOT PERFORMED AS PART OF THE DESIGN OF THIS PROJECT. 5.
DRAINAGE.
CONSTRUCTION ENTRANCE/EXIT SHALL BE SLOPED TO MAINTAIN POSITIVE 4.
SHALL PROVIDE FULL DEPTH REPLACEMNT OF THE PAVEMENT SECTION.
DUE TO CONSTRUCTION TRAFFIC. IF DAMAGE OCCURS, THE CONTRACTOR
8053E (BETWEEN HWY 160 AND THE PROJECT CONSTRUCTION ENTRANCE)
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO IC-3.
INCHES KYTC CLASS III.
DOWNSTREAM DAM FACE SHALL BE OVERLAID WITH APPROXIMATELY 30 2.
4 STONE.)
FEET. (ROUGHLY 30 INCHES KYTC CLASS III TOPPED WITH 6 INCHES KYTC NO.
DAM CREST SHALL BE RAISED APPROXIMATELY 3 FEET TO ELEVATION 1044 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CONDUIT AREA PRIOR TO PLACING KYTC CLASS III.
RELOCATE EXISTING WASHED OUT OVERSIZED SANDSTONE TO THE FAILED 1.
LEGEND
E S
P R
IN
G
S T
O N
T F
R O
S T
M
S C
H O
L L
CONTRACTOR WORK LIMITS
KYTC CLASS III CHANNEL LINING
2" KYTC NO. 57 STONE.
6" KYTC NO. 4 STONE TOPPED WITH
CONSTRUCTION ENTRANCE/EXIT
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CS104
IT
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CIVIL SITE PLAN
1"=30'SCALE: 30' 60'0
W
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R R F
O R
K
OF FAILED CONDUIT
APPROXIMATE LOCATION
GRAVEL PATH
PROPOSED DAM CREST
OPTION 2
OPTION 3
BASE BID
OPTION 1
100'
100'
100'
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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US Army Corps
U .S
A
R M
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M J O
N E
S
SURFACE.
EQUIPMENT WILL NOT BE PERMITTED ON NEWLY PLACED RIPRAP OVERLAY
AWARDED AFTER THE BASE BID WORK HAS BEEN COMPLETED. TRACKED
COMPLETE WORK ASSOCIATED WITH OPTIONS IF THE OPTIONS ARE
THE CONTRACTOR SALL UTILIZE THE DAM CREST GRAVEL PATH TO 6.
AVAILABLE LiDAR AND MAY NOT REFLECT CURRENT SITE TOPOGRAPHY.
EXISTING CONTOURS SHOWN WERE DEVELOPED FROM PUBLICALLY
A SURVEY WAS NOT PERFORMED AS PART OF THE DESIGN OF THIS PROJECT. 5.
DRAINAGE.
CONSTRUCTION ENTRANCE/EXIT SHALL BE SLOPED TO MAINTAIN POSITIVE 4.
SHALL PROVIDE FULL DEPTH REPLACEMNT OF THE PAVEMENT SECTION.
DUE TO CONSTRUCTION TRAFFIC. IF DAMAGE OCCURS, THE CONTRACTOR
8053E (BETWEEN HWY 160 AND THE PROJECT CONSTRUCTION ENTRANCE)
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO IC-3.
INCHES KYTC CLASS III.
DOWNSTREAM DAM FACE SHALL BE OVERLAID WITH APPROXIMATELY 30 2.
4 STONE.)
FEET. (ROUGHLY 30 INCHES KYTC CLASS III TOPPED WITH 6 INCHES KYTC NO.
DAM CREST SHALL BE RAISED APPROXIMATELY 3 FEET TO ELEVATION 1044 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CONDUIT AREA PRIOR TO PLACING KYTC CLASS III.
RELOCATE EXISTING WASHED OUT OVERSIZED SANDSTONE TO THE FAILED 1.
LEGEND
E S
P R
IN
G
S T
O N
T F
R O
S T
M
S C
H O
L L
CONTRACTOR WORK LIMITS
KYTC CLASS III CHANNEL LINING
2" KYTC NO. 57 STONE.
6" KYTC NO. 4 STONE TOPPED WITH
CONSTRUCTION ENTRANCE/EXIT
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CIVIL SITE PLAN
1"=30'SCALE: 30' 60'0
W
2Q R
B0
2_
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TYPICAL SECTION OF SILT DAM - OPTIONS 2-3
F1
SCALE: NTS
TYPICAL SECTION OF SILT DAM - BASE BID/OPTION 1
VARIES12'50'
(MINIMUM 6")
PR. KYTC NO. 4 STONE
SEDIMENT DEPOSIT
PROPOSED ELEV. 1044'
EXISTING ELEV. 1041'
PER AS-BUILT DRAWINGS SEE SHEETS GR501-GR506
RANDOM ROCK FILL
(SEE AS-BUILT DRAWINGS SHEETS GR501-GR506)
EXISTING OVERSIZED SANDSTONE
(SEE AS-BUILT DRAWINGS SHEETS GR501-GR506)
VARIES12'75'
SEDIMENT DEPOSIT
PROPOSED ELEV. 1044'
EXISTING ELEV. 1041'
PER AS-BUILT DRAWINGS SEE SHEETS GR501-GR506
EXISTING OVERSIZED SANDSTONE
(SEE AS-BUILT DRAWINGS SHEETS GR501-GR506)
RANDOM ROCK FILL
(SEE AS-BUILT DRAWINGS SHEETS GR501-GR506)
UPSTREAMDOWNSTREAM
CL
PER AS-BUILT DRAWINGS
MATCH EXISTING SLOPE
(MINIMUM 30")
PR. KYTC CLASS III CHANNEL LINING
PER AS-BUILT DRAWINGS
MATCH EXISTING SLOPE
(MINIMUM 30")
PR. KYTC CLASS III CHANNEL LINING
UPSTREAMDOWNSTREAM
CL
2% 2%
(MINIMUM 6")
PR. KYTC NO. 4 STONE
VIEW A
VIEW A
VIEW A
UPSTREAMDOWNSTREAM
CL
CROWNED FOR DRAINAGE
DAM CREST GRAVEL PATH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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US Army Corps
U .S
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TYPICAL TRANSITION DETAIL
OPTION (UNUSED)BASE BID OPTION (UNUSED)BASE BID
CHANNEL LINING
PROPOSED KYTC CLASS III
CHANNEL LINING
PROPOSED KYTC CLASS III
PROPOSED KYTC NO. 4 STONE
EXISTING OVERSIZED SANDSTONEEXISTING OVERSIZED SANDSTONE
SECTION A-A SECTION B-B
SCALE: NTS SCALE: NTS
B
A
B
A
CHANNEL LINING
PROPOSED KYTC CLASS III
PROPOSED KYTC NO. 4 STONE
EXISTING OVERSIZED SANDSTONE
BASE BID
OPTION (UNUSED)
BASE BID
OPTION (UNUSED)
DAM CREST
GRAVEL PATH
DOW
N STREAM
DAM FACE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
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US Army Corps
U .S
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| 128611_GI001 |
| 128611_GI002 |
| 128611_GR101 |
| 128611_GR102 |
| 128611_GR103 |
| 128611_GR104 |
| 128611_GR105 |
| 128611_GR106 |
| 128611_GR401 |
| 128611_GR402 |
| 128611_GR403 |
| 128611_GR404 |
| 128611_GR405 |
| 128611_GR406 |
| 128611_GR501 |
| 128611_GR502 |
| 128611_GR503 |
| 128611_GR504 |
| 128611_GR505 |
| 128611_GR506 |
| 128611_CS101 |
| 128611_CS102 |
| 128611_CS103 |
| 128611_CS104 |
| 128611_CS105 |
| 128611_CS501 |
| 128611_CS502 |
File details come from the government source that posted it. Updated .