Attachment_2_DOW_&_Typical_Drawings.pdf

FOREST SERVICE ROAD 147

NATIONAL FOREST SCENIC BYWAY

FLTP PROJECT

DESCRIPTION OF WORK

MILEPOST

0.00 Junction with Forest Service Road 145 right.

Begin reconditioning ditch lines left and right whether identified or not.

Begin reconditioning outlets left and right whether identified or not.

Rock removal may be required in the roadway, ditch lines and outlets whether identified or not throughout the project to remove rock protrusions.

Maintain an 18’ minimum driving surface unless otherwise identified.

0.01 Begin reconditioning ditch line left.

0.05 Clean AA type outlet left.

End reconditioning ditch line left.

0.09 Maintain approach with Plateau Vista left.

Begin spreading 1” minus, crushed aggregate 2” deep x 18’ wide.

0.10 Begin constructing ditch line right.

0.12 Clean BB type outlet right.

0.16 End constructing ditch line right.

Begin reconditioning ditch line right.

Begin constructing ditch line left.

0.19 Clean AA type outlet right.

End ditch line reconditioning right.

0.21 End ditch construction left.

0.24 Begin reconditioning ditch line right.

Begin removing berm left to allow out slope left.

0.28 Clean AA type outlet left.

Remove and replace existing corrugated metal pipe with a new 24” x 42’ corrugated metal pipe.

0.33 Begin reconditioning ditch line left.

FLTP PROJECT

0.35 End ditch line reconditioning right.

End ditch line reconditioning left.

Clean AA type outlet left.

0.39 Begin ditch line reconditioning right.

0.42 Clean AA type outlet right.

End ditch line reconditioning right.

0.45 Begin ditch line reconditioning right.

Begin ditch line construction left.

0.49 Maintain approach with Forest Service Road 143 right.

End ditch line reconditioning right.

End ditch line construction left.

0.50 Begin ditch line construction right.

Begin ditch line reconditioning left.

0.52 Clean AA type outlet left.

End ditch line construction right.

0.54 End ditch line reconditioning left.

0.58 Clean AA type outlet right.

Begin reconditioning ditch line right.

Begin removing berm left to allow out slope left.

0.60 Construct AA type outlet left.

Begin constructing ditch line left.

0.64 End ditch line reconditioning right.

End ditch line construction left.

0.71 Maintain approach with Arkansas View left.

Spread 10 tons of 1” minus, crushed aggregate across the approach.

0.73 Begin reconditioning ditch line left.

FLTP PROJECT

0.76 End reconditioning ditch line left.

0.80 Maintain approach with County Road 943 left.

0.81 Install a new corrugated metal pipe 24” x 40’.

Begin reconditioning ditch line left.

0.83 End ditch line reconditioning left.

Maintain second approach with County Road 943 left.

0.84 Install a new corrugated metal pipe 24” x 32’.

Begin reconditioning ditch line left.

0.86 Begin constructing ditch line right.

0.90 End reconditioning ditch line left.

0.98 End constructing ditch line right.

Begin reconditioning ditch line left.

1.00 Begin removing berm right to allow out slope right.

1.02 Begin constructing ditch line right.

End removing berm right.

1.06 End constructing ditch line right.

1.07 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 30’.

1.13 Maintain approach to Corbitt Potter dispersed recreation area right.

1.14 Begin ditch line reconditioning right.

1.15 End reconditioning ditch line left.

1.17 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 30’.

FLTP PROJECT

1.26 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 30’.

1.37 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 26’.

Corbitt Potter Vista left.

1.44 Utilize spoil material from MP 0.00 to MP 1.44 to improve shoulder left as directed by COR. Shoulder improvement width shall be variable dependent upon available spoil. The length of shoulder improvement shall be 100’.

1.49 Begin constructing ditch line left.

1.53 Clean AA type outlet right.

End constructing ditch line left.

Begin constructing ditch line right.

1.58 Clean BB type outlet right.

1.60 End constructing ditch line right.

1.61 Remove cattle guard structure and dispose of in accordance with applicable regulations off of National Forest Lands.

Place 10 tons of 1” clean, crushed aggregate to fill the void left by the cattle guard removal.

Reshape the area to match the approaching road grades.

Begin reconditioning ditch line right.

1.64 Clean AA type outlet right.

1.67 Begin removing berm left to allow for out slope left.

Incorporate acceptable spoil into the roadway or shoulder.

1.70 Remove Black Oak hazard tree left.

End removing berm left.

1.82 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 28’.

FLTP PROJECT

1.91 End reconditioning ditch line right.

Maintain non-typical turnout right.

Place 10 tons of 1” minus, crushed aggregate across the turnout.

Administrative access to Corbitt Potter fields right.

Install a new corrugated metal pipe 24” x 70’ across the turnout parallel right to FSRD 147 to span the administrative access.

1.92 Begin reconditioning ditch line right.

1.93 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

2.01 Utilize spoil material from MP 1.49 to MP 2.71 to improve shoulder left as directed by COR. Shoulder improvement width shall be variable dependent upon available spoil. The length of shoulder improvement shall be 100’.

2.02 Maintain existing corrugated metal pipe. Clean inlet and outlet.

2.12 Install a new corrugated metal pipe 18” x 26’.

2.25 Clean BB type outlet right.

2.34 Remove Black Oak hazard tree left.

2.43 Maintain turnout left.

Place 10 tons of 1” minus, crushed aggregate.

2.49 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

2.50 Remove Walnut hazard tree left.

2.71 Install a new corrugated metal pipe 18” x 30’.

2.78 Begin moving ditch line 2’ into the cut area on the right. Match existing slope.

Begin constructing ditch line right.

Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

FLTP PROJECT

2.82 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 40’.

2.85 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

2.91 Install a new corrugated metal pipe 24” x 32’.

2.97 End moving ditch line 2’ into cut area on the right.

Construct AA type outlet right.

End constructing ditch line right.

3.01 Begin reconditioning ditch line right.

3.06 End reconditioning ditch line right.

Maintain approach with Watershed Divide overlook right.

3.10 Begin constructing ditch lines right and left.

3.15 End constructing ditch line left.

3.16 Clean BB type outlet right.

Begin ditch line reconditioning right.

3.24 Remove Black Oak hazard tree left.

3.34 Clean BB type outlet left.

Clean AA type outlet right.

3.35 Remove cattle guard structure and dispose of in accordance with applicable regulations off of National Forest Lands.

The Forest Service shall retain salvage rights to the metal grate portion of the cattle guard per the COR’s direction.

Place 10 tons of 1” clean, crushed aggregate to fill the void left by the cattle guard removal.

Reshape the area to match the approaching road grades.

3.36 Clean AA type outlet left.

Begin constructing ditch line left.

FLTP PROJECT

3.37 Begin reconditioning ditch line right.

3.38 End constructing ditch line left.

3.39 Remove Pine hazard tree left.

3.42 Remove 5 Pine hazard trees left.

3.43 Remove Hickory hazard tree left.

3.46 Begin moving ditch line 2’ into the cut area on the right. Match existing slope.

Begin constructing ditch line right.

End reconditioning ditch line right.

3.49 Maintain turnout left. Place 10 tons of 1” minus, crushed aggregate.

3.53 Remove Post Oak hazard tree left.

3.55 Remove Hickory hazard tree left.

3.59 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

3.69 End moving ditch line 2’ into the cut area on the right.

End spreading 1”minus, crushed aggregate 2” deep x 18’ wide.

Non-system road left.

3.70 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

Begin reconditioning ditch line left.

Begin widening shoulder right with acceptable spoil from MP 3.46 to MP 3.69 as directed by the COR.

3.74 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 28’.

FLTP PROJECT

3.79 Maintain existing corrugated metal pipe. Clean inlet and outlet.

3.90 Maintain approach to Caney Fire Tower left.

3.91 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 40’.

3.95 Maintain second approach to Caney Fire Tower left.

3.97 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 30’.

4.00 Maintain turnout right.

Place 10 tons of 1” minus, crushed aggregate.

Begin widening shoulder right with acceptable spoils gained from MP 3.46 to MP

4.18 as directed by the COR.

4.01 Protect Caney Fire Tower historic stone steps left.

4.07 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

4.09 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

4.18 End widening shoulder right.

4.20 Clean BB type outlet left.

End ditch line reconditioning left.

Out slope left and right.

4.22 Begin ditch line reconditioning left and right.

4.23 End ditch line reconditioning left and right.

4.25 Maintain approach to Caney Picnic Area left.

4.28 Maintain approach to Caney Picnic Area parking area right.

FLTP PROJECT

4.31 Maintain second approach to Caney Picnic Area parking area right.

Clean AA type outlet left.

Begin ditch line reconditioning left.

4.35 Clean AA type outlet left and right.

Begin reconditioning ditch line right.

End reconditioning ditch line left.

4.47 End reconditioning ditch line right.

Begin spreading 1”minus, crushed aggregate 2” deep x 18’ wide.

4.51 Begin moving ditch line 2’ into the cut area on the right. Match existing slope.

Begin constructing ditch line right.

4.61 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 32’.

Begin reconditioning ditch line right.

4.63 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into the shoulder left as directed by the COR.

4.65 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

4.70 Install a new 24” x 30’ corrugated metal pipe.

Blend acceptable spoils into shoulder between MP 4.51 and MP 4.65 as directed by the COR.

4.74 Non-system road right.

Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder between MP 4.51 and MP 4.65 as directed by the COR.

4.76 End constructing ditch line right.

End moving ditch line 2’ into the cut area on the right.

4.78 Private drive right. Maintain approach.

FLTP PROJECT

4.79 Install a new corrugated metal pipe 18” x 38’ across FSRD 147.

Blend acceptable spoils into shoulder between MP 4.51 to MP 4.65 as directed by

COR.

Begin ditch line reconditioning right.

4.82 Remove Scarlet Oak hazard tree left.

4.84 Remove 2 White Oak hazard trees left.

4.86 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

Begin moving ditch line 1’ into the cut area on the right. Match existing slope.

Begin constructing ditch line right.

Blend acceptable spoils gained into shoulder between MP 4.51 and MP 4.65 as directed by the COR.

4.96 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder between MP 5.18 and MP 5.35 as directed by the COR.

5.03 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

Begin reconditioning ditch line right.

Blend acceptable spoils into the shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

5.05 Remove Post Oak hazard tree left.

End moving ditch line 1’ into the cut area on the right.

End constructing ditch line right.

5.08 Remove 2 Post Oak hazard trees left.

5.09 Remove Post Oak hazard tree left.

FLTP PROJECT

5.18 Install a new corrugated metal pipe 24” x 40’.

Begin moving ditch line 1’ into the cut area on the right. Match existing slope.

Begin constructing ditch line right.

Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions. .

Blend acceptable spoils into the shoulder left as directed by the COR.

5.21 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder between MP 5.18 and MP 5.35 as directed by the COR.

5.24 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder between MP 5.18 and MP 5.35 as directed by the COR.

5.27 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 26’.

Blend acceptable spoils into shoulder between MP 5.18 and MP 5.35 as directed by the COR.

5.32 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder between MP 5.18 and MP 5.35 as directed by the COR.

5.35 Clean AA type outlet left.

End moving ditch line 1’ into the cut area on the right.

End constructing ditch line right.

Begin reconditioning ditch line right.

5.37 Clean AA type outlet left.

5.38 Clean AA type outlet left.

FLTP PROJECT

5.40 Clean AA type outlets left and right.

End ditch line reconditioning right.

5.41 Maintain approach with County Road White Star left.

5.42 Begin reconditioning ditch line left.

Blend acceptable spoils into shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

Maintain AA type outlet left.

Maintain out slope right.

5.46 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 38’.

Blend acceptable spoils into shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

5.49 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

5.52 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 36’.

Blend acceptable spoils into shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

5.55 Maintain existing corrugated metal pipe.

Add a 24” x 6’ corrugated metal pipe extension and required banding to the existing corrugated metal pipe on the outlet side.

5.60 Install a new corrugated metal pipe 24” x 40’.

5.68 Maintain existing corrugated metal pipe.

5.70 Rock removal may be required in the roadway, ditch lines and outlets whether

5.77 Clean BB type outlet left.

FLTP PROJECT

5.81 Rock removal may be required in the roadway, ditch lines and outlets whether

Blend acceptable spoils into shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

5.87 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

Blend acceptable spoils into shoulder left between MP 5.18 and MP 5.35 as directed by the COR.

5.93 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 18” x 28’.

5.95 End reconditioning ditch line left.

5.97 FSRD 147 Carsonite sign post left.

Turn around left.

6.01 Maintain approach with FSRD 150 right.

6.02 Begin reconditioning ditch line right.

6.05 Maintain existing corrugated metal pipe. Clean inlet and outlet.

6.20 Private pasture gates left and right.

End reconditioning ditch line right.

6.30 Begin reconditioning ditch line left.

6.36 Maintain existing corrugated metal pipe. Clean inlet and outlet.

6.50 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 36’.

6.57 Clean AA type outlet left.

Begin reconditioning ditch line right.

FLTP PROJECT

6.59 Clean AA type outlet right.

End reconditioning ditch line right.

6.60 End reconditioning ditch line left.

6.62 Begin reconditioning ditch line right.

Out slope left.

6.65 Clean AA type outlet right.

Powerline ROW overhead.

6.71 Remove 2 hazard trees left.

6.72 Clean AA type outlet right.

6.75 Clean AA type outlet right.

6.76 Remove Scarlet Oak hazard tree left.

Begin removing berm left to allow out slope left.

Maintain existing road prism.

6.80 Clean AA type outlet right.

6.81 Clean AA type outlet left.

6.84 End reconditioning ditch line right.

6.86 Non system road right.

Begin ditch line reconditioning right.

6.93 Clean BB type outlet right.

6.96 End reconditioning ditch line right.

Maintain approach with private drive right.

Remove 2 Black Oak hazard trees left.

FLTP PROJECT

6.98 Begin constructing ditch line left.

End removing berm left.

Maintain existing road way width.

7.12 End constructing ditch left.

Begin removing berm left.

7.14 End removing berm left.

Out-slope right.

7.25 Begin removing berm left.

Remove 1 White Oak hazard tree and 2 Black Oak hazard trees left.

7.27 Remove Black Oak hazard tree left.

Maintain approach with private drive right.

7.28 End removing berm left.

Begin reconditioning ditch line right.

7.31 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

7.40 Install a new corrugated metal pipe 24” x 40’.

7.55 End reconditioning ditch line right.

7.62 Begin constructing ditch line left.

Clean AA type outlet left.

Begin reconditioning ditch line right.

7.65 End constructing ditch line left.

Out-slope left.

7.72 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 48’.

7.80 End reconditioning ditch line right.

7.83 Begin reconditioning ditch line left.

FLTP PROJECT

7.86 Maintain approach with private drive right.

7.87 Begin reconditioning ditch line right.

7.89 Install a new corrugated metal pipe 24” x 34’.

7.90 End reconditioning ditch line right

Maintain approach with private entrance right.

7.91 Begin reconditioning ditch line right.

7.95 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

8.02 Clean AA type outlet right.

End reconditioning ditch line right.

8.03 Maintain approach with County Road Bateman right.

8.05 Maintain second approach with County Road Bateman right.

8.06 Begin reconditioning ditch line right.

8.11 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

Widen shoulder left as directed by the COR with spoil obtained between mile post 7.00 and 8.11.

8.16 End reconditioning ditch line right.

8.17 Clean BB type outlet left.

Begin reconditioning ditch line left and right.

8.21 End reconditioning ditch line left.

Out-slope left.

8.30 Construct AA type outlet left.

Begin reconditioning ditch line left.

FLTP PROJECT

8.32 Clean BB type outlet left and right.

8.45 End reconditioning ditch line right.

Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

Out-slope right.

8.53 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

8.55 Begin reconditioning ditch line right.

8.58 End reconditioning ditch line right.

Out-slope left.

8.63 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 38’.

Begin moving ditch line 1’ into the cut area on the right. Match existing slope.

Begin constructing ditch line right.

Begin utilizing spoils to widen the shoulder at milepost 8.11 as directed by the

COR.

8.68 Clean BB type outlets left and right.

Begin reconditioning ditch line left.

8.75 End moving ditch line 1’ into the cut area on the right.

End constructing ditch line right.

End utilizing spoils at milepost 8.11.

8.78 End reconditioning ditch line left.

Clean BB type outlet left.

8.79 Begin reconditioning ditch line left.

8.83 Clean AA type outlet right.

End reconditioning ditch line right.

8.84 Maintain approach with Willie Lee dispersed recreation area right.

FLTP PROJECT

8.85 Begin reconditioning ditch line right.

8.87 End reconditioning ditch line left.

Out-slope left.

8.91 Remove White Oak hazard tree left.

8.92 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

8.94 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

9.06 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

9.10 Maintain approach with FSRD 149 right.

Wolf Junction dispersed recreation area right.

End reconditioning ditch line right.

9.11 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 40’.

Begin reconditioning ditch line right.

Out-slope road left.

9.14 Maintain turn out left.

Place 10 tons of 1” minus, crushed aggregate.

9.16 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

9.21 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 36’.

9.27 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 36’.

FLTP PROJECT

9.37 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

9.40 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 36’.

9.43 Install a new corrugated metal pipe 24” x 34’.

9.45 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 30’ x 36’.

9.54 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x36’.

9.64 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

9.68 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

9.81 Rock removal may be required in the roadway, ditch lines and outlets whether identified or not to remove rock protrusions.

9.86 Clean BB type outlet right.

9.87 Clean AA type outlet left.

Begin reconditioning ditch line left.

9.92 End reconditioning ditch line right.

9.97 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

10.05 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

10.21 End reconditioning ditch line left.

Begin reconditioning ditch line right.

FLTP PROJECT

10.22 Clean BB type outlet right.

10.44 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

10.54 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

10.64 Clean AA type outlet right.

Begin constructing ditch line left to provide 20’ travel way width.

10.67 Clean AA type outlets left and right.

10.70 Clean AA type outlet left.

10.74 Clean AA type outlet right.

10.76 Clean AA type outlet left and right.

End constructing ditch line left.

Begin out-slope left.

10.79 Clean BB type outlet right.

10.80 Begin reconditioning ditch line left.

10.83 Clean BB type outlet left.

Maintain approach with private drive right.

End reconditioning ditch line right.

10.85 Maintain second approach with private drive right.

Out-slope right.

10.94 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

10.98 Clean AA type outlet left.

11.01 End reconditioning ditch line left.

Out-slope left.

FLTP PROJECT

11.07 Clean BB type outlet left.

Begin reconditioning ditch line left.

11.10 Clean BB type outlet right.

Begin reconditioning ditch line right.

11.11 Clean BB type outlet left.

Non-system road right.

End reconditioning ditch line left.

Out-slope left.

11.13 Clean AA type outlet right.

11.18 Clean AA type outlet right.

11.21 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 34’.

11.27 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

11.33 Clean AA type outlet left.

Begin reconditioning ditch line left.

11.41 Clean AA type outlets left and right.

11.47 Clean BB type outlet right.

11.48 Clean BB type outlet left.

11.52 Clean AA type outlet left.

11.59 Clean AA type outlet right.

11.60 End reconditioning ditch line left.

Maintain approach with County Road 912 left.

11.61 Begin reconditioning ditch line left.

FLTP PROJECT

11.65 Clean BB type outlet right.

End reconditioning ditch line left.

Out-slope left.

11.70 Clean AA type outlet left.

Begin reconditioning ditch line left.

11.71 Clean AA type outlet right.

11.73 Clean AA type outlet left.

11.77 Clean BB type outlet right.

Sinkhole left.

11.84 Clean BB type outlet left and right.

11.88 Clean BB type outlets left and right.

11.89 Clean AA type outlet left.

11.92 Clean AA type outlet right.

Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 30’.

End reconditioning ditch line right.

Begin out-sloping right to provide for a 20’ travel way width.

Begin removing trees right as approved by the COR.

11.95 Non-system road right.

11. 99 Clean AA type outlet right.

End out-sloping right to provide for a 20’ travel way width.

Begin reconditioning ditch line right.

12.01 Clean AA type outlet left.

12.05 Clean BB type outlet right.

FLTP PROJECT

12.10 Clean AA type outlet right.

Maintain existing prism.

12.12 Clean AA type outlet right.

End reconditioning ditch line right.

Out-slope right.

Non-system dispersed camp site right.

12.15 Begin reconditioning ditch line right.

12.21 End reconditioning ditch line left.

Maintain approach with County Road 919 left.

12.23 Begin reconditioning ditch line left.

12.25 Clean BB type outlets left and right.

12.28 Clean BB type outlet left.

12.31 Clean BB type outlet right.

12.45 End reconditioning ditch line left.

Out-slope left.

12.56 End reconditioning ditch line right.

Out-slope right.

12.58 Maintain approach with private access right.

Begin reconditioning ditch line right.

12.60 Begin reconditioning ditch line left.

12.69 End ditch line reconditioning left.

Out-slope left.

12.73 Remove and replace existing corrugated metal pipe with a new corrugated metal

FLTP PROJECT

12.79 Remove and replace existing corrugated metal pipe with a new corrugated metal

12.85 Panorama Scenic View left.

12.89 Begin reconditioning ditch line left.

12.91 Clean AA type outlet right.

12.93 Clean AA type outlet left.

Clean BB type outlet right.

12.98 Clean AA type outlets left and right.

12.99 Non-system camp site right.

End reconditioning ditch line right.

Out-slope right.

13.01 Clean AA type outlet left.

Begin reconditioning ditch line right.

13.05 Clean AA type outlet right.

13.10 Clean AA type outlet left.

End reconditioning ditch line right.

Out-slope right.

13.23 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 28’.

13.36 Begin constructing ditch line right.

Begin providing for a 20’ travel way width.

13.39 Remove and replace existing corrugated metal pipe with a new corrugated metal pipe 24” x 32’.

13.46 Clean AA type outlet right.

FLTP PROJECT

13.53 End constructing ditch line right.

Non-system dispersed camp site right.

13.56 Begin constructing ditch line right.

13.57 End reconditioning ditch line left.

Maintain approach with private drive left.

Out-slope left.

13.58 Remove cattle guard structure and dispose of in accordance with applicable regulations off of National Forest Lands.

Place 10 tons of 1” clean, crushed aggregate to fill the void left by the cattle guard removal.

Reshape the area to match the approaching road grades.

Protect the existing fence lines right and left.

13.59 Clean BB type outlet left.

End constructing ditch line right.

Begin reconditioning ditch line right.

End providing for a 20’ travel way width.

13.68 Maintain approach with private drive left.

End reconditioning ditch line right.

Begin out-slope.

13.72 Construct BB type outlet right.

13.76 Clean AA type outlet right.

13.92 Maintain approach with FSRD 147B right.

Begin constructing ditch lines left and right.

Begin providing for a 20’ travel way width.

13.94 Construct AA type outlets left and right.

14.00 Construct AA type outlets left and right.

FLTP PROJECT

14.03 Install a new corrugated metal pipe 24” x 60’.

Construct AA type outlet right.

End constructing ditch line left.

Continue constructing ditch line right to provide for 20’ travel way width.

Begin placing 2” clean, crushed aggregate 4” deep x 8’ wide.

14.06 Maintain approach with private drive left.

14.08 Maintain approach with private drive left.

14.10 Clean AA type outlet right.

14.14 Powerline ROW overhead.

Construct AA type outlet right.

Begin flat blade.

End placing 2” clean, crushed aggregate 4” deep x 8’ wide.

End 20’ travel way width.

14.20 Maintain approach with private drive left and right.

14.25 Maintain approach with farm gate left.

14.31 Maintain approach with private drive left.

End flat blade.

Begin reconditioning ditch lines left and right.

14.32 Clean BB type outlet right.

14.35 Clean BB type outlet left.

Begin out-slope left.

14.38 Clean BB type outlet right.

Begin reconditioning ditch line left.

14.45 Maintain approach with private drive left.

Install a new corrugated metal pipe 18” x 50’ to span the drive.

14.50 Powerline ROW overhead.

Construct BB type outlet right.

FLTP PROJECT

14.52 Clean BB type outlets left and right.

14.60 Clean AA type outlet left.

14.61 Clean AA type outlet right.

End ditch line reconditioning left.

14.63 Clean BB type outlet right.

14.70 Begin reconditioning ditch line.

14.71 FSRD 147 sign left.

Clean AA type outlet left.

End reconditioning ditch line left.

14.75 Maintain T type approach with county road 915 left and right.

End all reconditioning.

TYPICAL DRAWINGS

NOTE: Minimum ditch depth is 1' deep.

* All pipe shall be installed on a bed of 1" clean, crushed aggregate. The depth of the bed shall be 4". The minimum overburden shall be 1" clean, crushed aggregate at a minimum depth of 12".