Attachment_C_-_FR390_Survey_Data.docx
DOCX document 347 KB Posted
- Attached to
- FR188, FR390, and FR604 Stabilization Federal contract opportunity
- Solicitation number
- AG-569R-S-16-0046
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Attachment C - FR390 Survey Data
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_01.pdf | ||
| Attachment_B_-_FR188_Survey_Data.docx | DOCX document | |
| Attachment_E_-_Davis_Bacon_Wage_Determination.docx | DOCX document | |
| AG-569R-S-16-0046.rtf | RTF text file | |
| Attachment_D_-_FR604_Survey_Data.docx | DOCX document | |
| Attachment_A_-_Specifications.docx | DOCX document |
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Attachment C – FR390 Survey Data
AG-569R-S-16-0046
FR 390 ROAD STABLIZATION
CHEQUAMEGON-NICOLET NATIONAL FOREST
GREAT DIVIDE RANGER DISTRICT, ASHLAND COUNTY, WI
Beginning of Project End 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/
10) Ditch checks shall be installed as shown in Figure 1.
NOT TO SCALE
6’
Schedule of Items
| Item Number |
| Description |
| Method of Meas. |
| Unit |
| Quantity |
| 15101 |
| Mobilization |
| DQ |
| LS |
| 1 |
| 15708 |
| Ditch Checks |
| DQ |
| Each |
| 8 |
| 15713 |
| Soil erosion and Pollution Control |
| DQ |
| LS |
| 1 |
| 20418 |
| Drainage Excavation |
| DQ |
| CY |
| 300 |
| 30326 |
| Road Reconditioning |
| DQ |
| Mile |
| 1.98 |
| 32211 |
| Agg. Surf., Comp. A, Truck Volume |
| DQ |
| CY |
| 1,458.00 |
| 32222 |
| Pit-Run Aggregate, Max. size 4", Comp. A, Truck volume |
| DQ |
| CY |
| 782 |
| 62503 |
| Seeding, Dry Method |
| DQ |
| LS |
| 1 |
| 62901 |
| Erosion Control Mat, Type ENS-2 |
| DQ |
| SY |
| 350 |
| 63501 |
| Temporary Traffic Control |
| DQ |
| LS |
| 1 |
Station (Miles) Notes
0.0 Intersection with FR 188
| .10-.16 | Washout LT. Place 60 C.Y. of Pit Run. Grade. |
| .16-.24 | Ditch RT. |
| .25-.27 | Place 30 C.Y. of Pit Run in ditch washout on RT. |
.27-.28 Ditch both sides.
| .36-.47 | Ditch LT. Grade. | |
| .50 | Begin asphaltic pavement. | |
| .64-.70 | Reestablish ditches and place 50 c.y. of gravel on shoulder. | |
| .73-.89 | Approaches, bridge, and abutment work listed below: Excavate 300c.y. of gravel deposit along the Southeastern abutment and approach. Excavated material to be placed at sta. 0.89-0.97 as described below. Cut and remove damaged asphalt at bridge corner holes. Fill holes with 24cy of gravel. Place erosion control mat at approaches and wingwalls. | |
| .89 | End of 20’ width asphaltic pavement. | |
| .89-.97 | 10’x12’x401’ washout area on right hand side. Place all excavated material from the bridge excavation into this area. Place 200 c.y. Pit Run into 3’x6’x401’ hole. Install ditch checks on RT every 50’ starting at pavement end. | |
| .97-1.00 | Grade, ditch, and shoulder work. Place 56 c.y. Pit Run to stabilize road. Add 30 c.y. gravel to restore road prism. | |
| 1.07-1.10 | Rebuild RT shoulder. Place 24C.Y. of Gravel. |
1.10 Existing Large Pipe Arch. Washout RT. Place 24 C.Y, gravel. Place additional 24 C.Y. of gravel for shoulder. Place erosion control mat.
1.13 End of Asphaltic Pavement.
1.14-1.26 Place 180 C.Y. of Pit Run in ditch RT. Grade.
1.26-1.31 Ditch RT.
1.31-1.33 Place 24 C.Y. of gravel.
1.46 Intersection of FR 604.
1.46-1.53 Ditch on LT.
1.58-1.68 Place 230 C.Y. of gravel.
1.61 Place 24 C.Y. of Pit Run to Ditch LT.
1.68 Place and spread 72 C.Y. of Pit Run and 30 C.Y. of gravel at existing culvert. Place erosion control mat.
1.73-1.89 Place 240 C.Y. of gravel. Grade.
1.93 Place and spread 12 C.Y. of gravel at existing culvert.
2.06-2.12 Place 100 C.Y. of gravel. Grade.
2.12-2.19 Ditch on LT. Place erosion control mat.
2.56 Place and spread 12 C.Y. of gravel at existing culvert.
2.57-2.62 Place 90 C.Y. of gravel. Grade.
2.90-2.97 Ditch. Place 120 C.Y. of gravel.
2.99-3.04 Place 90 C.Y. of gravel. Grade.
3.08-3.19 Ditch both sides. Place 160 C.Y. of gravel. Place erosion control mat.
3.23-3.33 Grade.
3.37-3.44 Place 24 C.Y. of gravel. Grade.
3.64-3.68 Place 60 C.Y. of gravel. Grade.
3.82-3.88 Place 100 C.Y. of gravel. Grade.
3.92 Place and spread 12 C.Y. of gravel at existing culvert.
3.99-4.06 Place 150 C.Y. of gravel. Grade.
4.14 Place and spread 12 C.Y. of gravel at existing culvert.
4.21 P.O.E.
image3.PNG 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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