W912QR23B0012_Plans-0001.pdf
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- Attached to
- Littcarr Sediment Dam Raise and Armor
- Solicitation number
- W912QR23B0012
About this file
This solicitation package includes plans and specifications for a sediment dam raise and armoring project. The project scope involves raising the height of an existing gravel sediment dam by approximately 3 feet through placement of new KYTC Class III channel lining along the crest and downstream slope. Ten boulders will be relocated upstream to reestablish the downstream slope protection. A 12-foot wide gravel access road will be constructed along the entire dam crest. The package provides design drawings depicting existing conditions and proposed work, including civil plans, details, and pre- and post-construction photographs of the site. The related federal contract opportunity is a firm-fixed-price solicitation issued by the US Army Corps of Engineers Louisville District to repair the Littcarr Sediment Dam in Littcarr, Kentucky in accordance with the specifications.
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of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
P2: 128611, FY2023
SEDIMENT DAM RISE AND ARMORING
LITTCARR, KENTUCKY
XXXXXX-XX-X-XXXX
FEBRUARY 2023
WXXXXX-XX-X-XXX
VOLUME #
LOUISVILLE DISTRICT
Reviewed by: *
Approval Recommended: *
Project Engineer/Architect
Approved: *
Chief, Engineering Division
APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION AND
Date
Date
Date
REQUIRED BY ER 1110-1-8152.
OPERATING WITHIN THE SCOPE OF THIER EMPLOYMENT. SIGNATURES ARE
REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE
LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND
THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS, *
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NEW PHOTOGRAPHS TAKEN 9 MAY 2023.3.
ALL PHOTOGRAPHS TAKEN 6 SEPTEMBER 2022.2.
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PROPOSED DAM CREST
OPTION 2
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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
RELOCATING WASHED OUT OVERSIZED SANDSTONE.
FILL AND COMPACT SCOUR AREA WITH EARTHEN MATERIAL PRIOR TO 2.
CONDUIT AREA PRIOR TO PLACING KYTC CLASS III.
RELOCATE EXISTING WASHED OUT OVERSIZED SANDSTONE TO THE FAILED 1.
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KYTC CLASS III CHANNEL LINING
2" KYTC NO. 57 STONE.
6" KYTC NO. 4 STONE TOPPED WITH
CONSTRUCTION ENTRANCE/EXIT
KYTC CLASS III CHANNEL LINING
KYTC NO. 4 STONE OVER
TO BE FILLED WITH EARTHEN MATERIAL
APPROX. LOCATION OF SCOUR AREA;
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TYPICAL SECTION OF SILT DAM - OPTIONS 2-3
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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
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FILL WITH EARTHERN MATERIAL
APPROXIMATE AREA OF SCOUR;
CROWNED FOR DRAINAGE
DAM CREST GRAVEL PATH
BASE BID/OPTION 1 ONLY
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| 128611_GI001 |
| 128611_GR106 |
| 128611_GR401 |
| 128611_GR407 |
| 128611_CS105 |
| 128611_CS501 |
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