Attachment F3_NFSR_10Q_road_log_DRAFT_127EAX26Q0056.pdf
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- Attached to
- Solicitation is Restricted to the Current Region 3 FERM BPA Holders - USDA Forest Service
- Solicitation number
- 127EAX26Q0056
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Description of Work document for road reconditioning on National Forest System Road (NFSR) 10Q, a 1.412-mile forest service road project. The work begins at the intersection of NFSR 10 and 10Q and extends to a gate at the end of the project.
The project scope includes multiple road construction and maintenance activities: reconstruction of rolling dips (R/D) and grade dips (G/D) with lead-out ditches (LOD), installation and maintenance of corrugated metal pipes (CMP), drainage ditch (DIT) reconstruction with check dams, and spot gravel placement totaling 60 cubic yards. Specific work items include a 36-inch diameter by 30-foot length CMP installation with 10 cubic yards of backfill at milepost 0.964, ditch reconstruction from milepost 0.965 to 1.085 (approximately 634 feet) with check dams and debris removal, and multiple rolling dip constructions spaced approximately 100 feet apart with 5 cubic yards of backfill each. The project also includes intersection improvements, area recontouring for positive drainage, and relocation of features as needed. Work concludes with removal or relocation of a rolling dip at milepost 1.364, with final location staked by the Contracting Officer Representative (COR), and ends at a gate at milepost 1.412.
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Text version
NFSR 10Q
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DESCRIPTION OF WORK
0.000 BOP Intersection of NFSR 10 & 10Q. Begin Road
Reconditioning
0.064 R/D 1 Reconstruct w/ LOD.
0.089 R/D 1 Reconstruct w/ LOD.
0.124 R/D 1 Reconstruct w/ LOD.
0.187 R/D 1 Reconstruct w/ LOD.
0.223 R/D 1 Reconstruct w/ LOD.
0.235 G/D 1 Reconstruct w/ LOD.
0.249 R/D 1 Reconstruct w/ LOD.
0.341 R/D 1 Reconstruct w/ LOD.
0.368 R/D 1 Reconstruct w/ LOD.
0.448 G/D 1 Reconstruct w/ LOD.
0.531 INT Intersection right.
0.580 R/D 1 Reconstruct w/ LOD.
0.605 R/D 1 Reconstruct w/ LOD.
0.660 R/D 1 Reconstruct w/ LOD.
0.691 R/D 1 Reconstruct w/ LOD.
0.709 R/D 1 Relocate, Space ~100 ft. apart.
0.739 R/D 1 Reconstruct.
0.765 R/D 1 5 Construct. 5 CY Backfill.
0.779 INT Recontour area to positively drain.
0.780 0.806 DIT, CY 137 40 Ditch right, 10 CY Armor, 30 CY spot gravel, OSL to ditch
0.807 R/D 1 5 Construct w/ LOD. 5 CY Backfill.
0.845 R/D 1 5 Construct w/ LOD. 5 CY Backfill.
0.865 R/D 1 5 Construct w/ LOD. 5 CY Backfill.
BOP = Beginning of Project DIT = Drainage Ditch CMP = Corrugated Metal Pipe CY = Cubic Yards EOP = End of Project SLP = Slump INT=Intersection TO = Turnout LWC = Low Water Crossing R/D = Rolling Dip C/W = Curve Widening CCC = Civilian Conservation Corp. (Historic) G/D = Grade Dip C/G = Cattleguard SGN = Sign CLR = Establish 4' Clearing Limits ALN = Realignment PVT = Private Property BDY = Boundary LOD = Lead Out Ditch OSL = Outslope ISL = Inslope
Description of Work NFSR 10Q 1
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DESCRIPTION OF WORK
BOP = Beginning of Project DIT = Drainage Ditch CMP = Corrugated Metal Pipe CY = Cubic Yards EOP = End of Project SLP = Slump INT=Intersection TO = Turnout LWC = Low Water Crossing R/D = Rolling Dip C/W = Curve Widening CCC = Civilian Conservation Corp. (Historic) G/D = Grade Dip C/G = Cattleguard SGN = Sign CLR = Establish 4' Clearing Limits ALN = Realignment PVT = Private Property BDY = Boundary LOD = Lead Out Ditch OSL = Outslope ISL = Inslope
NFSR 10Q
0.905 0.925 OSL Begin 2% outslope to CMP.
0.926 CMP 1 36" CMP, Maintain
0.939 R/D 1 Reconstruct.
0.963 INT Intersection right w/ NFSR 10AE.
0.964 CMP 30 10 36" D x 30' L CMP, Install. 10 CY Backfill.
0.965 157(01) DIT Begin Reconstruction w/ check dams. Remove and dispose of debris in ditch.
0.982 R/D 1 5 Construct. 5 CY Backfill.
1.005 R/D 1 5 Construct. 5 CY Backfill.
1.034 R/D 1 5 Construct. 5 CY Backfill.
1.064 R/D 1 5 Construct. 5 CY Backfill.
1.083 R/D 1 Reconstruct w/ LOD.
1.085 DIT 634 End Reconstruction w/ check dams. (~634 ft.)
1.099 R/D 1 Reconstruct w/ LOD.
1.122 INT Intersection left. Recontour area to positively drain.
1.128 R/D 1 5 Construct. 5 CY Backfill.
1.129 CY 60 60 CY spot gravel.
1.130 1.169 R/D 2 5 Construct. Space ~100 ft. apart. 5 CY Backfill.
1.170 R/D 1 Reconstruct.
1.171 1.230 R/D 3 5 Construct. Space ~100 ft. apart. 5 CY Backfill.
1.232 R/D 1 Reconstruct.
1.250 R/D 1 Reconstruct.
1.273 R/D 1 Reconstruct.
1.293 R/D 1 Reconstruct.
1.313 R/D 1 Reconstruct.
Description of Work NFSR 10Q 2
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DESCRIPTION OF WORK
BOP = Beginning of Project DIT = Drainage Ditch CMP = Corrugated Metal Pipe CY = Cubic Yards EOP = End of Project SLP = Slump INT=Intersection TO = Turnout LWC = Low Water Crossing R/D = Rolling Dip C/W = Curve Widening CCC = Civilian Conservation Corp. (Historic) G/D = Grade Dip C/G = Cattleguard SGN = Sign CLR = Establish 4' Clearing Limits ALN = Realignment PVT = Private Property BDY = Boundary LOD = Lead Out Ditch OSL = Outslope ISL = Inslope
NFSR 10Q
1.349 INT Intersection right.
1.354 R/D 1 5 Construct w/ LOD. 5 CY Backfill.
1.364 R/D 1 Remove/Relocate. COR to stake final location.
1.412 EOP Gate. End Road Reconditioning. End of Project.
Description of Work NFSR 10Q 3
NFSR 10Q
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