ATCH_5_FY09Final Road Log.pdf
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- AG-0355-S-09-0022
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ATCH 5 Road Log
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| File | Type | Posted |
|---|---|---|
| ATCH_3_.pdf | ||
| ATCH_2_.pdf | ||
| COVER_SHEET.doc | DOC document | |
| ATCH_1_wage_determination.doc | DOC document | |
| ATCH_4_.pdf | ||
| CONSTRUCTION_RFP.doc | DOC document |
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FY09 Riley Pass Sediment Pond Road Logs
Road 3123 MP Work Description
0.000 Junction with Road #3120
Begin Road Maintenance, Typical Section B Begin Aggregate Surfacing
0.009 Sign post right - no work required.
0.016 Existing culvert for Pond 4
0.176 Install 15"x22"x50' CMPA (Beginning of Curve)
0.207 Maintain Lead-off Ditch (LOD) left at curve
End Typical Section B, Begin Typical Section D
0.257 Reconstruct Turnout Right. Increase road width to 24 feet.
0.274 Increase Inslope to 4%-6%
0.284 Install 15"x22"x30' CMPA
0.295 = Sta. 0+00 on Drawings (see Sheets 19-23); Begin Reconstruction Typical Sections D & E
Sta. 3+50, Install 15"x22"x40' CMPA
0.437 = Sta. 7+50; End Reconstrution; Begin Road Maintenance Typical Section C
0.513 Remove and replace existing barbed wire gate.
0.530 Junction with Road #31232
End Road Maintenance End Aggregate Surfacing
Road 31232 MP Work Description
0.000 Junction with Road #3123
Begin Road Maintenance Typical Section C.
Begin Aggregate Surfacing
0.039 Construct Drainage Dip drain right
0.063 Construct Drainage Dip with LOD to daylight left, begin reducing grade to MP 0.075
0.075 Crest in Road. Cut 2' to reduce grade, incorporate material into existing road (Approx 63 CY)
0.106 Construct Drainage Dip, drain right
0.111 Install 15"x22"x 26' CMPA
0.131 Maintain Turnout Right
0.143 Construct Drainage Dip, drain right
0.196 Install 15"x22"x 26' CMPA
0.204 Maintain Turnout Right
0.256 Maintain Turnout Right and Turnaround
0.260 Furnish & install object markers on existing gate.
End Road Maintenance End Aggregate Surfacing (Aggregate surface quantities include 17 CY of spot surfacing beyond gate; approx. 100 LF of 4" compacted depth to be staked by COR)
Sheet 24 leby Text Box
AG-0355-S-09-0022 ATCH 5
FY09 Riley Pass Sediment Pond Road Logs
Road 3120 - County Road MP Work Description
0.000 Junction with Tufte Road
Begin Road Maintenance Typical Section A Begin Aggregate Surfacing
1.100 Remove and replace existing 18" x 40' CMP. Salvage CMP and place outside the roadway in a position that will not roll or that will not interfere with drainage.
Install 15"x22"x 40' CMPA
1.571 Repair Road Washout - See Sheet 18 of Drawings
1.617 Approximate Forest Service Boundary
End Aggregate Surfacing
Road 3120 on NFSL
0.000 = MP 1.617 on County Road #3120.
Begin Road Maintenance; maintain existing crowned template to MP 3.230.
0.040 Existing 14' wide cattleguard - no work required.
Existing aggregate surfacing from MP 0.040 to MP 1.110 may contain erionite.
0.044 Electrical X-former right
0.766 Existing 24' wide cattle guard - no work required.
0.940 Junction Road # 3130 on left
1.110 Junction road to Pond 3 on right, 1st leg of Y
1.112 Junction road to Pond 3 on right, 2nd leg of Y
1.270 Junction Road #3123 on right
1.703 CMP for Pond 5 - reference point.
3.230 Approx. FS Boundary
Sheet 25
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