road_245_low water crossings roadlogl.xls
XLS spreadsheet 97 KB Posted
- Attached to
- Forest Road 245 Low Water Crossings Paving
- Solicitation number
- AG-83D5-S-09-011
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Sheet1
| NATIONAL FOREST ROAD 245 - ROAD MAINTENANCE LOG | |||||
| MILEPOST FROM NFR 245 | APPLICABLE SPECIFICATION | NOTES | WORK ITEMS AT EACH SITE | ||
| 0.000 | BEGIN PROJECT - At National Forest Boundary clean cattleguard. Construct and pave 14' X 100' long asphalt grade dip before reaching cattleguard. Outslope grade dip at 2% toward charred R/W fence post. Construct and pave 14' X 50' asphalt approach after cattleguard, outslope at 2%. | Outslope road 100' before cattleguard. Install drain dip 65' before cattleguard. Grade toward charred R/W post. Inslope road 50' after cattleguard. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | ||
| 0.028 | Construct and pave 14' wide X 100' long asphalt low water crossing. Inslope at 2%. | Inslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 0.197 | Construct and pave 14' wide X 75' long asphalt low water crossing. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 0.903 | Construct and pave 14' wide X 75' long asphalt low water crossing. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 2.102 | Construct and pave 14' wide X 75' long asphalt low water crossing. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 2.260 | Construct and pave 14' wide X 50' long asphalt low water crossing. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 2.670 | Construct and pave 14' wide X 100' long grade dip. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 3.350 | Construct and pave 20' wide X 200' long grade dip. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 3.450 | Construct and pave 20' wide X 200' long grade dip. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 4.330 | Construct and pave 16' wide X 100' long grade dip. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 4.640 | Construct and pave 16' wide X 100' long grade dip. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. | |
| 4.690 | Construct and pave 16' wide X 100' long grade dip. Outslope at 2%. | Outslope road before and after low water crossing. | Prep subgrade to drain prior to placement of asphalt. Place asphalt in 2-2" lifts with tack coat between lifts. At drainage inlet and outlet key asphalt at a 3:1 slope to prevent undercutting into roadway. | Remove existing riprap at drainage prior to construction of Low Water Crossing. Place riprap at inlet and outlet edge of tapers. |
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