Copy of road_log_7400.xls

XLS spreadsheet 31 KB Posted

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RECOVERY-DERBY CANYON ROAD REHABILITATION, Wenatchee River Ranger District
Solicitation number
AG-0489-S-10-0049
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Derby Canyon Rd Log

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Sheet1

Road Log for FS Road 7400 -- Derby Canyon Road
BASE ITEM WORK
Mile PostDescription
0.00End of Pavement - End County Road - Begin aggregate surfacing.
0.01Turnout
0.02Culvert
0.07Culvert
0.11Turnout
0.16Culvert
0.19Culvert
0.24Turnout
0.28Culvert
0.32Turnout
0.35Culvert
0.44Culvert
0.45Turnout
0.52Turnout
0.62Culvert
0.77Culvert under driveway
0.77Turnout -- Parking area. FS prevention sign.
0.79Culvert
Page 1 of 5
Page 2 of 5
Mile PostDescription
0.79Culvert
0.80Turnout
0.93Arch Pipe
1.02Arch Pipe
1.09Turnout
1.25Jct. with 7401 - Gate
1.26Culvert
1.29Arch Pipe
1.6Turnout
1.62Arch Pipe
1.94NF Boundary sign -- End aggregate surfacing.
2.49Begin Outslope Road 2%
2.90End Outslope Road.
2.90Culvert
3.10Culvert
3.35Recondition Existing Dip. No aggregate.
3.38Jct. with Road 7402
3.57Culvert
3.65Recondition Existing Dip. No aggregate.
3.89Culvert
3.89Wet spot. Begin Aggregate surfacing 50' back.
4.18Wet spot.
Page 3 of 5
Mile PostDescription
4.18Wet spot.
4.31Wet spot. Dike between road and creek. End Aggregate surfacing 50' ahead.
4.52Culvert
4.66Culvert
4.79Culvert
4.98Culvert
5.00Jct. with 300 rd.
5.41Jct. with 7402
5.54Culvert - Begin area of extreme rutting.
5.60Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
5.65Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
5.71Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
5.81Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
5.84Exposed Culvert. Recondtion if possible. Otherwise establish ditch down to dip.
5.86Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
5.95Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.00Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.05Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
Page 4 of 5
Mile PostDescription
6.10Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.16Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.22Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.28Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.34Junction with Road 7500. End area of extreme rutting. Place aggregate.
End work under Base Items
Page 5 of 5
OPTIONAL ITEM WORK
Mile PostDescription
5.58Borrow to be hauled in to fix shoulder. See Detail Sheet # 2
6.34Begin optional work. Begin aggregate surfacing. Begin area of extreme rutting.
6.45Construct Dip. End aggregate surfacing.
6.53Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.63Carsonite signs. Narrow spot to recondition. Needs aggregate through dip at MP6.65.
6.65Recondition Existing Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.71Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
6.80Begin aggregate surfacing.
8.05End aggregate surfacing.
8.10Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
8.16Recondition Existing Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
8.39Wet spot to recondition. Needs aggregate 50 ft. each side.
8.41Draw washed out. Reconditon road.
8.57Construct Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
8.71Recondition Existing Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
8.91Recondition Existing Dip. Place aggregate as shown on Drain Dip Typical Sheet # 3
9.40Draw. Outslope road 2% 100 feet each directions.
9.46Culvert
9.66Junction with Rd. 7415. End area of extreme rutting. End of Project.

Sheet2

Sheet3

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