Attachment_D_-_FR604_Survey_Data.docx
DOCX document 168 KB Posted
- Attached to
- FR188, FR390, and FR604 Stabilization Federal contract opportunity
- Solicitation number
- AG-569R-S-16-0046
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Attachment D - FR604 Survey Data
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_01.pdf | ||
| Attachment_A_-_Specifications.docx | DOCX document | |
| Attachment_E_-_Davis_Bacon_Wage_Determination.docx | DOCX document | |
| Attachment_C_-_FR390_Survey_Data.docx | DOCX document | |
| AG-569R-S-16-0046.rtf | RTF text file | |
| Attachment_B_-_FR188_Survey_Data.docx | DOCX document |
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Attachment D – FR604 Survey Data
AG-569R-S-16-0046
FR 604 ROAD STABLIZATION
CHEQUAMEGON-NICOLET NATIONAL FOREST
GREAT DIVIDE RANGER DISTRICT, ASHLAND COUNTY, WI
End of Project Beginning of Project
General Notes
1) CONSTRUCTION SPECIFICATIONS: Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 U.S. Customary Units, shall apply to this contract.
2) Minor amounts of clearing and grubbing are required at some culvert locations. Limbs, logs, & stumps may be scattered outside the clearing limits.
3) Maintenance for traffic will be the responsibility of the Contractor. Road closures will be accompanied by road detours in accordance with the Manual of Uniform Traffic Control Devices (2003) guidelines. This work shall be considered incidental to Pay Item 15101-Mobilization.
4) Contractor shall not perform wetland removal on these projects during abnormally high flows or abnormally wet periods.
5) All suitable structure excavation shall be used as backfill material for the culverts and washouts. Culverts shall be bedded using suitable material from the excavation.
6) All areas of excavation shall match the existing road template on either side of the crossing being replaced.
7) Erosion control mat shall be placed on slopes, ditches, and shoulders where called for.
8) All disturbed slopes shall be seeded with the seed mix listed below and mulched with straw.
9) Seed mixture: Big Bluestern, 10%; Sideoats Grama, 20%; Canada Wild Rye, 35%; Annual Rye, 10%; Little Bluestern, 10%; Indiangrass, 10%, Purple Prairie Clover, 4%; Black-eyed Susan, 1%. Seeding rate: 30.49 lbs/
Schedule of Items
| Item Number |
| Description |
| Method of Meas. |
| Unit |
| Quantity |
| 15101 |
| Mobilization |
| DQ |
| LS |
| 1 |
| 20418 |
| Drainage Excavation |
| DQ |
| CY |
| 60 |
| 30326 |
| Road Reconditioning |
| DQ |
| Mile |
| 0.15 |
| 32211 |
| Agg. Surf., Comp. A, Truck Volume |
| DQ |
| CY |
| 204 |
| 62503 |
| Seeding, Dry Method |
| DQ |
| LS |
| 1 |
| 62901 |
| Erosion Control Mat, Type ENS-2 |
| DQ |
| SY |
| 100 |
| 63501 |
| Temporary Traffic Control |
| DQ |
| LS |
| 1 |
Station (Miles) Notes
0.0 Intersection with County Road GG.
1.06-1.09 Washout on RT. Place 24 C.Y. gravel. Place erosion control mat. Grade.
1.10-1.17 Ditching RT, excavate 60 C.Y. Place 60 C.Y. of Gravel. Place erosion control mat.
1.22 Place and spread 30 C.Y. of gravel at existing culvert.
1.27 Place and spread 30 C.Y. of gravel at existing culvert.
1.38-1.42 Place 60 C.Y. Gravel.
1.81 P.O.E intersection with FR 390.
image1.PNG image2.emf
TYPICAL ROAD SECTION
CL
0.02 FT/FT 0.02 FT/FT
2:1
2:1 2:1
20.00'
6" (COMPACTED DEPTH)
3/4" MINUS SURFACE
COURSE
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