plans drawings.pdf

FSR No. 701 & 700 Road Reconditioning (Bear Rock & Little Stony Creek Roads)

Base Bid – FSR No. 701 (Bear Rock Rd)

Clinch District

Description of Work

Milepost Description

0.00 • Intersection with FSR 700.

• Begin surface blading of the road, ditch cleaning, & culvert cleaning. Blade road to remove any rough, uneven, and irregular surfaces, including ripping and filling potholes. Remove debris from ditches and a minimum of 3’ inside culvert ends to ensure proper drainage. Remove debris from culvert outlet channels a minimum of

15’ and lead off ditches a minimum of 25’.

• Begin placement of crusher run aggregate to traveled way, per “Typical Section”

Detail (Sheet 6 of 14) and as directed by Engineer.

• Begin roadside brushing of both sides of the road.

• Begin seeding & mulching at all disturbed locations.

0.048 • 18” CMP Culvert – Clean existing pipe.

0.07 • Remove 25’ of rock in the road and ditch line.

• Reconstruct ditch (right) where rock has been pulled from ditch line. Final ditch geometry shall be in accordance with “Typical Section”.

• Spot surface placement of an additional 1” crusher run aggregate to traveled way where rock has been removed.

0.11 • 18” CMP Culvert – Clean existing pipe.

• Begin reconstruction of ditch (right). Final ditch geometry shall be in accordance with “Typical Section”.

0.18 • Remove 40’ of rock in the road and ditch line.

• Spot surface placement of an additional 1” crusher run aggregate to traveled way where rock has been removed.

• End reconstruction of ditch (right).

0.19 • 18” CMP Culvert – Clean existing pipe.

• Realign ditch upstream of this culvert to improve drainage around the culvert outlet and reconstruct the leadoff ditch downstream of this culvert as directed by the

Engineer.

• Begin reconstruction of ditch (right). Final ditch geometry shall be in accordance with “Typical Section”.

0.22 • End reconstruction of ditch (right).

• Begin removal of protruding rocks from road and ditch line.

• Begin reconstruction of ditch (right) where rock has been pulled from ditch line.

Final ditch geometry shall be in accordance with “Typical Section”.

• Begin spot surface placement of an additional 1” crusher run aggregate to traveled way.

0.245 • Existing 4-stall parking lot (left)

0.30 • End removal of protruding rocks from road and ditch line.

• End reconstruction of ditch (right) from rock removal activity.

• End spot surface placement of an additional 1” of crusher run aggregate.

• End roadside brushing of both sides of the road.

0.333 • 18” CMP Culvert – Clean existing pipe.

0.374 • 18” CMP Culvert – Clean existing pipe.

0.38 • Remove 50’ of rock in the road and ditch line.

• Reconstruct ditch (right) where rock has been pulled from ditch line. Final ditch geometry shall be in accordance with “Typical Section”.

• Spot surface placement of an additional 1” crusher run aggregate to traveled way where rock has been removed.

0.45 • 18” CMP Culvert – Clean existing pipe.

0.50 • 18” CMP Culvert – Clean existing pipe.

• Begin removal of protruding rocks from road and ditch line.

• Reconstruct ditch (right) where rock has been pulled from ditch line. Final ditch geometry shall be in accordance with “Typical Section”.

• Begin spot surface placement of an additional 1” crusher run aggregate to traveled way.

0.54 • Begin reconstruction of ditch (both sides). Final ditch geometry shall be in accordance with “Typical Section”.

0.558 • 18” Culvert – Clean existing pipe.

0.606 • 18” Culvert – Clean existing pipe.

• End reconstruction of ditch (both sides).

• Begin roadside brushing of both sides of the road.

0.62 • End removal of protruding rocks from road and ditch line.

• End reconstruction of ditch (right) from rock removal activity.

• End spot surface placement of an additional 1” of crusher run aggregate.

0.65 • 18” Culvert – Clean existing pipe.

• Remove 50’ of rock in the road and ditch line.

• Reconstruct ditch (right) where rock has been pulled from ditch line. Final ditch geometry shall be in accordance with “Typical Section”.

• Spot surface placement of an additional 1” crusher run aggregate to traveled way where rock has been removed.

0.71 • 18” Culvert – Clean existing pipe.

• Begin spot surface placement of an additional 1” crusher run aggregate to traveled way.

0.72 • Remove 50’ of rock in the road.

0.769 • 18” Culvert – Remove existing pipe and replace with 18”x32’ Aluminized Type II

CMP culvert in accordance with “Culvert & Ditching Plan” and “Typical Bedding

Detail” (Sheets 7 and 8 of 14) and as directed by the Engineer.

• Clean out and lengthen culvert outlet ditch (min. 40 ft) to improve drainage.

0.806 • Trailhead parking lot for Falls of Little Stony (left). Surface blade this parking lot to remove rutting (approx. 40’x80’).

• End spot surface placement of an additional 1” crusher run aggregate to traveled way.

0.85 • Bridge: Clean bridge deck of mud, leaves, gravel, and debris

• End roadside brushing of both sides of the road.

0.88 • Remove 20’ of rock in the road.

• Spot surface placement of an additional 1” crusher run aggregate to traveled way where rock has been removed.

0.917 • Intersection with FSR 2512.

0.93 • Entrance to horse trail parking lot.

• Surface blade horse trail gravel parking lot to remove tire rutting (approx.

100’x300’).

0.967 • 18” CMP culvert – Clean existing pipe.

0.98 • Exit for horse trail parking lot.

0.993 • Turn-around (to be included in surface blading).

1.00 • End surface blading of the road, ditch cleaning, & culvert cleaning.

• End placement of crusher run aggregate to traveled way.

• End seeding & mulching at all disturbed locations.

General Notes:

1. The contractor shall be responsible for contacting MISS UTILITY in advance of any work on the road to identify any existing utilities that may parallel the road.

2. All turnouts and curve widened areas are considered part of the roadway and shall be included with surface blading, ditch & culvert cleaning work at no additional cost. Maintain (minimum) 22 ft width of switchback curve around MP 0.72 – 0.78.

3. Leadoff ditches shall be opened for a distance of 25’ to provide drainage away from the roadway; this work is included with ditch cleaning at no additional cost. Rocks (larger than 2 inches), sediment, wood debris (larger than 1.5 inches and 18 inches long), leaves and other debris in the ditch line shall be removed and wasted over the fill slope or as directed by the engineer.

4. Road surface must be approved in writing by the Contracting Officer’s Representative (COR) prior to placing any aggregate on the road.

5. During removal of protruding rocks from roadbed and ditch lines, all suitable material shall be conserved and kept within the traveled way.

6. Backslopes shall not be undercut. Drainage structures and road appurtenances shall not be damaged during this operation and the contractor will be responsible for any damage that occurs from this operation. Handwork required to properly connect ditch flow lines to drainage structure inlets is incidental to Pay Item 306, Reconditioning of Roadbed. Any existing damaged culverts shall be brought to the COR’s attention for repair by the Forest Service.

7. When ditch bottoms are soft or if there is standing water present, avoid running the grader tire in the ditch. Reshape the ditch using the extended blade of a motor grader.

8. All suitable material excavated out of the ditch, and having the same character as the road surface, shall be reclaimed and used within the traveled way. Unsuitable material shall be wasted beyond and below the outer edge of the road shoulder or as directed by the Forest

Service representative.

9. Rocks protruding 1 inches or more above the existing road (or ditch) surface or which have an overall surface area greater than 2 square feet shall be removed in locations where identified in the description of work above.

FSR No. 701 & 700 Road Reconditioning (Bear Rock and Little Stony Creek Roads)

Bid Option #1 – FSR No. 700 (Little Stony Creek Rd)

Clinch District

Description of Work

Milepost Description

0.00 • Intersection with State Route 644.

• Begin surface blading of the road, ditch cleaning, & culvert cleaning. Blade road to remove any rough, uneven, and irregular surfaces, including ripping and filling potholes. Remove debris from ditches and a minimum of 3’ inside culvert ends to ensure proper drainage. Remove debris from culvert outlet channels a minimum of

15’ and lead off ditches a minimum of 25’.

• Begin placement of crusher run aggregate to traveled way, per “Typical Section”

Detail (Sheet 6 of 14) and as directed by Engineer.

• Begin spot surface placement of an additional 1” crusher run aggregate to traveled way.

• Place an additional 10 tons of crusher run aggregate at entrance (from SR 644) to improve roadbed.

• Begin seeding & mulching at all disturbed locations.

0.007 • Install new 18”x32’ Aluminized Type II CMP culvert in accordance with “Culvert &

Ditching Plan” and “Typical Bedding Detail” (Sheets 7 and 8 of 14) and as directed by the Engineer.

0.176 • 18” Culvert – Repair inlet opening and clean existing pipe.

0.231 • 18” Culvert – Clean existing pipe.

0.29 • 18” Culvert – Remove existing pipe and replace with 18”x32’ Aluminized Type II

CMP culvert in accordance with “Culvert & Ditching Plan” and “Typical Bedding

Detail” (Sheets 7 and 8 of 14) and as directed by the Engineer

0.305 • Intersection with FSR 2357

• End spot surface placement of an additional 1” of crusher run aggregate to traveled way.

0.4 • Remove 120’ of protruding rocks from roadway.

• Spot surface placement of an additional 1” of crusher run aggregate where rock has been removed from roadway.

0.417 • 18” Culvert – Clean existing pipe.

0.523 • 18” Culvert – Clean existing pipe.

0.559 • 18” Culvert – Clean existing pipe.

0.58 • Remove 30’ of protruding rock from roadway and ditch line.

• Reconstruct ditch line where rock has been removed.

• Spot surface placement of an additional 1” of crusher run aggregate where rock has been removed from roadway.

0.619 • Intersection with gated FSR

0.689 • 18” Culvert – Clean existing pipe.

0.853 • 18” Culvert – Clean existing pipe.

1.004 • Begin roadside brushing on both sides of the road.

• 18” Culvert – Recut outlet ditch for culvert to ensure pipe can drain. Clean existing pipe.

• Begin removal of protruding rocks from ditch line (left).

• Begin reconstruction of ditch line (left). Final ditch geometry shall be in accordance with “Typical Section”.

1.15 • Intersection with gated FSR (left)

• Begin removal of protruding rocks from ditch line (right)

• Begin reconstruction of ditch line (right). Final ditch geometry shall be in accordance with “Typical Section”.

1.21 • End removal of protruding rocks from ditch (right).

• End reconstruction of ditch line (right).

1.26 • Remove 30’ of protruding rock from the roadway.

• Spot surface placement of an additional 1” crusher run aggregate to traveled way where rock has been pulled out.

1.325 • 18” Culvert – Remove existing pipe and replace with 18”x32’ Aluminized Type II

CMP culvert in accordance with “Culvert & Ditching Plan” and “Typical Bedding

Detail” (Sheets 7 and 8 of 14) and as directed by the Engineer.

• End removal of protruding rock from the ditch (left).

• End reconstruction of ditch line (left).

1.353 • Intersection with Forest Service Road 701.

• End roadside brushing on both sides of the road.

• End surface blading of the road, ditch cleaning, & culvert cleaning.

• End placement of crusher run aggregate to traveled way.

• End seeding & mulching at all disturbed locations.

General Notes:

1. All “General Notes” stated for the base bid “Description of Work” shall apply to the Bid Option

Description of Work listed here.

2. The contractor shall be responsible for contacting MISS UTILITY in advance of any work on the road to identify any existing utilities that may parallel the road. Gas lines are known to exist in close proximity to this road.