recon summary and gen notes.pdf

Sheet 7 of 7

RECONSTRUCTION SUMMARY ROAD 18 SHOULDER REPAIR

Mile Point Pay Item Quantity Unit Work Description

17.55 Beginning of project.

Water source, Alder Creek.

18.37 Junction with 1830, left.

18.89 Junction with 1831, left.

18.97 Junction with 1832, left.

20.28 41409B 65 Foot Crack sealing, use backer.

20.30 20303 72.2 S.Y. Cut and remove existing asphalt as marked on ground, see sheet 5 for dimensions.

26201 112 S.Y. Repair roadway, method B. See sheet 6 for details.

32203 30 C.Y. Place 12 inches of crushed aggregate. Place 8 inches for structural section and 4 inches as leveling course.

40401 16.25 Ton Place 4 inches hot asphalt concrete.

20.46 41409B 40 Foot Crack sealing, use backer.

20.56 Tiller Creek

20.69 Junction with 1833, right.

Road changes to single lane with turnouts.

20.78 41409A 120 Foot Crack sealing.

20.79 20303 533.4 S.Y. Cut and remove existing asphalt as marked on ground, see sheet 5 for dimensions.

26201 298 S.Y. Repair roadway, method B. See sheet 6 for details.

25501A 108 S.F. Repair roadway, method C. See sheet 6 for details.

25501B 208 S.F. Repair roadway, method D. See sheet 6 for details.

32203 142 C.Y. Place 8 to 12 inches of crushed aggregate. Place 8 inches for structural section, see sheet 5 for leveling course details.

40401 120 Ton Place 4 inches hot asphalt concrete.

20.82 41409A 100 Foot Crack sealing.

20.93 41409B 300 Foot Crack sealing, use backer.

21.09 20303 139.4 S.Y. Cut and remove existing asphalt as marked on ground, see sheet 5 for dimensions.

26201 204 S.Y. Repair roadway, method B. See sheet 6 for details.

32203 55 C.Y. Place 12 inches of crushed aggregate. Place 8 inches for structural section and 4 inches as leveling course.

40401 31.35 Ton Place 4 inches hot asphalt concrete.

21.35 Disposal area, left.

End of Project

21.37 Junction with 1834, left.

Sheet 4 of 7

ROAD 18 SHOULDER REPAIR GENERAL NOTES

1. Remove all berms, existing or created, unless designated to remain to allow drainage of water from the traveled way,

2. Repair any damage to the existing road system due to Contractor's operations, inside or outside of the work area prior to final acceptance.

3. Remove all refuse resulting from Contractors operation from Government land, prior to final acceptance.

4. The Contracting Officer will flag the disposal areas prior to placement of material. Smooth and shape material so that it will drain.

5. On Road 1800, leveling course refers to aggregate placed to get to road elevation until asphalt is placed. Remove 4" aggregate leveling course in preperation for asphalt placement. Leveling course aggregate will be transported and stockpiled as directed by CO. This work is indirect to 40401.

6. Spread Government furnished straw over disturbed soil and disposal areas. Cover area's completely. Straw is stored at the Flat Creek Work Center, located on FS road 24, 2 miles east of the town Oakridge. Contact the CO to arrange for pick up.

7. Clearing, 201, method (f) limits designated by CO, is indirect to pay items 25501A, 25501B, and 26201.

8. Unsuitable material encountered in the excavation is to be hauled to disposal area, suitable material is available at disposal area at MP 21.35. Indirect to pay items 26201, 25501A, 25501B.