15-17_Work_Description 9031 9034.pdf

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RECOVERY--TINKHAM AREA ROAD MAINTENANCE
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AG-0489-S-10-0195
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Attachment 8 15-17_Work_Description 9031 9034

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Sheet Total Sheets

ESTIMATED

MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY

Road # 9031000, MASON LAKE TRAILHEAD

0.00 BEGIN PROJECT. Jct. with Road # 9030000

Begin road reconditioning,compaction method C, Typical D - 3. (Grading) 30322C 2.19 Miles

0.02 Existing 24-Inch culvert, live stream.

0.05 Remove existing culvert. 20301 1 Each

Install 18-Inch corrugated Plastic Pipe. 60275A 30 Foot

Backfill bedding Material. 20950 4 CY

Crushed aggregate surfacing. 32203 4 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

0.11 Remove existing culvert. 20301 1 Each

Install 18-Inch corrugated Plastic Pipe. 60275A 30 Foot

Backfill bedding Material. 20950 4 CY

Crushed aggregate surfacing. 32203 4 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

Construct outlet lead-off ditch, Typical D -1. 20419C 25 Foot

0.14 Remove existing culvert. 20301 1 Each

Install 18-Inch corrugated Plastic Pipe. 60275A 34 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

0.18 Remove existing culvert. 20301 1 Each

Install 18-Inch corrugated Plastic Pipe. 60275A 30 Foot

Backfill bedding Material. 20950 4 CY

Crushed aggregate surfacing. 32203 4 CY

Place 1 & 3 CY of Class 2 riprap at inlet & outlet. 25101 4 CY

0.25 Existing 36-Inch culvert, live Stream

0.29 Existing 18-Inch metal culvert.

Remove 4 Foot from outlet by cutting. 20356A 1 Each

Place Class 2 riprap at outlet. 25101 3 CY

0.41 Existing 36-Inch metal culvert, live stream.

Remove 2 Foot from inlet and bevel cut. 20356A 1 Each

0.51 Existing 24-Inch metal culvert, live stream.

Bevel inlet by cutting. 20356A 1 Each

Remove 4 Foot from outlet by cutting. 20356A 1 Each

Place Class 2 riprap at outlet. 25101 3 CY

0.66 Existing 36-Inch metal culvert, live stream.

Bevel inlet by cutting. 20356A 1 Each

0.79 Remove existing culvert. 20301 1 Each

Install 18-Inch corrugated Plastic Pipe. 60275A 32 Foot

Backfill bedding Material. 20950 4 CY

Crushed aggregate surfacing. 32203 4 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

Begin Constructing a 1D, 2W ditch on right, Typical D. 20419A 690 Foot

WORK DESCRIPTION

ARRA DEFERRED MAINTENANCE - TINKHAM AREA ROAD REPAIRS

ESTIMATED

MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY

Road # 9031000, MASON LAKE TRAILHEAD (CONT.)

0.92 End constructing ditch on right.

Existing 24-Inch culvert, live stream.

1.02 Existing Mile Post

1.05 Existing 24-Inch culvert, live stream.

Place Class 2 riprap at outlet. 25101 3 CY

1.07 Blocked Spur road on right.

Construct a 1D, 2W ditch across spur, below boulder to direct flow. 20419A 20 Foot into existing culvert at M.P. 1.08, See Typical D.

1.08 Remove existing culvert. 20301 1 Each

Install 24-Inch corrugated Plastic Pipe. 60275B 34 Foot

Backfill bedding Material. 20950 6 CY

Crushed aggregate surfacing. 32203 5 CY

Place 2 & 3 CY of Class 2 riprap at inlet & outlet. 25101 5 CY

1.15 Existing 18-Inch culvert.

1.19 Remove existing culvert. 20301 1 Each

Install 24-Inch corrugated Plastic Pipe. 60275B 34 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY

Place 2 & 3 CY of Class 2 riprap at inlet & outlet. 25101 5 CY

1.20 Spur road right into pit area.

1.23 Spur road left into pit area.

1.35 Remove existing culvert. 20301 1 Each

Install 24-Inch corrugated Plastic Pipe. 60275B 34 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY

Place 2 & 3 CY of Class 2 riprap at inlet & outlet. 25101 5 CY

1.38 Existing 24-Inch culvert, live stream.

1.43 Remove existing culvert. 20301 1 Each

Install 24-Inch corrugated Plastic Pipe. 60275B 34 Foot

Install 24-Inch corrugated Plastic outlet Pipe. 60274B 10 Foot

Install turner type elbow (Field Cut). 60209 1 Each

Install anchor assembly. 60273 1 Each

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY Place 2 & 3 CY of Class 2 riprap at inlet & outlet. 25101 5 CY

WORK DESCRIPTION

ESTIMATED

MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY

Road # 9031000, MASON LAKE TRAILHEAD (CONT.)

1.48 Install 18-Inch corrugated Plastic Pipe. 60275A 30 Foot

Backfill bedding Material. 20950 4 CY

Crushed aggregate surfacing. 32203 4 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

1.58 Existing 36-Inch culvert, live Stream

1.72 Remove existing culvert. 20301 1 Each

Install 18-Inch corrugated Plastic Pipe. 60275A 34 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

1.92 Existing 18-Inch culvert.

1.99 Existing 18-Inch culvert, live stream

2.07 Remove existing culvert. 20301 1 Each

Install 24-Inch corrugated Plastic Pipe. 60275B 34 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY

Place 2 & 3 CY of Class 2 riprap at inlet & outlet. 25101 5 CY

2.11 Install 18-Inch corrugated Plastic Pipe. 60275A 36 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 6 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

2.16 Install 18-Inch corrugated Plastic Pipe. 60275A 34 Foot

Backfill bedding Material. 20950 5 CY

Crushed aggregate surfacing. 32203 5 CY

Place 1 & 2 CY of Class 2 riprap at inlet & outlet. 25101 3 CY

2.19 End road reconditioning,compaction method C (Normal).

END PROJECT

ESTIMATED

MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY

Road #9034, LOOKOUT POINT

0.00

Begin road reconditioning, Typical D - 3.(cleaning shoulders, cleaning ditches, & culverts only)30322C 0.65

0.30 Pratt Trailhead Parking Area.

0.33

0.45

Grade Roadway through Pit Area if necessary.

0.65 End road reconditioning,compaction method C, Typical D - 3. (Grading)

END PROJECT. (Future Temporary Timber Sake Road to begin here)

BEGIN PROJECT. Existing Paved Roadway.

Road Closure Gate (FS & WSDOT Key). See General Note 22, Page 6.

only)

End of Existing Paved Roadway. Enter WSDOT Gravel Pit Area.

WORK DESCRIPTION

WORK DESCRIPTION

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