Attachment 3 - Non-Driveable Waterbar and Culvert Removal (Drawing).pdf
PDF 225 KB Posted
- Solicitation number
- 1240BF24Q0055
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a technical drawing that provides specifications for the removal of non-drivable waterbars and culverts as part of a road decommissioning project in the Tongass National Forest. The drawing includes details on the proper excavation and placement of material, minimum channel grades, riprap requirements, and debris removal from stream channels. It is an attachment to a larger federal contract opportunity for road storage and decommissioning work on the Upper Steelhead Road on Prince of Wales Island, Alaska. The contract is a Firm Fixed Price service contract with a period of performance from date of award until November 30, 2024. The procurement is set aside for small businesses, with a NAICS code of 238910 (Site Preparation Contractors) and a $19.0 million small business size standard.
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Text version
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EXCAVATED MATERIAL
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EXCAVATED MATERIAL SHALL BE PLACED AT LEAST 3 FEET
FROM THE EDGE OF ANY FILL SLOPE OR DITCHLINE, AND
NON-DRIVEABLE WATERBAR / CULVERT REMOVAL
EXISTING STREAMS
EXCAVATED MATERIAL
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NON-DRIVEABLE WATERBAR / CULVERT REMOVAL
NO STREAM CHANNEL
GENERAL NOTES
MINIMUM GRADE OF WATERBAR CHANNEL SHALL BE 1/2 THE DITCH
GRADE, BOTTOM WIDTH SHALL BE MIN. OF 5 FEET.
1. OLD CULVERTS SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE REMOVED FROM GOVERNMENT PROPERTY FOR DISPOSAL.
2. SLASH AND DEBRIS SHALL BE REMOVED FROM STREAM CHANNEL
ABOVE AND BELOW THE ROAD PRISM AS FAR AS EQUIPMENT CAN
REACH FROM ROADWAY. DEBRIS SHALL BE PLACED WHERE IT
CAN NOT RE-ENTER CHANNEL.
3. EXCAVATED MATERIAL SHALL BE PLACED AS SHOWN ON THE
DRAWINGS. NO SLOPES SHALL BE STEEPER THAN 1:1.5.
4. ALL DISTURBED AREAS SHALL BE SEEDED AND FERTILIZED
AS SPECIFIED IN SECTION 625.
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EXCAVATED MATERIAL
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CULVERTS SHALL BE REMOVED AND THE ROAD PRISM EXCAVATED TO
THE STREAMBED'S ORIGINAL ELEVATIONS. EXCAVATE THE DRAINAGE
CHANNEL AND A MINIMUM OF 3 FEET BEYOND THE ORIGINAL STREAM
BANKS.
5. MATERIAL WHICH CAN NOT BE PLACED ON THE ROADWAY SHALL BE
LOADED, HAULED, AND DISPOSED OF AS SHOWN ON THE DRAWINGS OR
DIRECTED BY THE C.O.
6. OBSTRUCTED DITCH LINES SHALL BE CLEANED TO A MIN. DEPTH OF
20 INCHES, AND CROSS SLOPES SHALL BE 1:1.5.
ON ROADWAY AND IN DITCHLINE AT SAME OVERALL HEIGHT ON THE
DOWNGRADE SIDE OF WATERBAR ONLY. PLACE EXCAVATED MATERIAL
DITCHBLOCK SHALL BE CREATED BY PLACING EXCAVATED MATERIAL
NO CLOSER THAN 3 FEET FROM ANY FILL SLOPE.
7. RIPRAP SHALL BE SORTED FROM EXCAVATED ROADWAY MATERIALS.
CLASS 3 RIPRAP
CLASS 3 RIPRAP
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EXCAVATED MATERIAL
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EXCAVATE ROAD PRISM 3 FEET OR TO ORIGINAL GROUND.
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AT LEAST 10 FEET FROM THE EDGE OF THE WATERBAR.
ON ROADWAY AND IN DITCHLINE AT SAME OVERALL HEIGHT ON THE
DOWNGRADE SIDE OF WATERBAR ONLY. PLACE EXCAVATED MATERIAL
DITCHBLOCK SHALL BE CREATED BY PLACING EXCAVATED MATERIAL
NO CLOSER THAN 3 FEET FROM ANY FILL SLOPE.
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
/11
/18
:2 8 K
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ALASKA REGION
PROJECT NAME
TONGASS NATIONAL
FOREST
DISTRICT NAME
NON-DRIVABLE
WATERBAR
11/9/2018
FS090523_R102013_L1-002.dwg
TNF ENG
K. CHERRY
TNF ENG
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