Maps Drawings.pdf

AREA MAP

PROJECT LOCATIONS

SUMMARY OF QUANTITIES

HIWASSEE RIVER ROAD

ITEM

NO.

DESCRIPTION PAY

UNIT

ESTIMATED

QUANTITY

40450E Minor hot asphalt concrete, TN State DOT grade E (shoulder mix)

Ton 3,124

41202 Tack coat, grade SS-1 Gallon 3,650

OCOEE WORK CENTER

DESCRIPTION PAY

UNIT

ESTIMATED

QUANTITY

40450C Minor hot asphalt concrete, TN State DOT grade C

Ton 716

41202 Tack coat, grade SS-1 Gallon 610 63401 Pavement markings, type K Foot 334

CHILDERS CREEK ROAD

DESCRIPTION PAY

UNIT

ESTIMATED

QUANTITY

40450C Minor hot asphalt concrete, TN State DOT grade C

Ton 2,870

40450CS Minor hot asphalt concrete, TN State DOT grade CS

Ton 80

41202 Tack coat, grade SS-1 Gallon 2,500 63401 Pavement markings, type K Foot 26,400

SUMMARY OF QUANTITIES (cont.)

ADD ITEM #1: OCOEE WORK CENTER PAVING AT STORAGE SHEDS

DESCRIPTION PAY

UNIT

ESTIMATED

QUANTITY

30802 Roadway aggregate, compaction method 1e Ton 22 40450C Minor hot asphalt concrete, TN State DOT

Ton 48

ADD ITEM 2: OCOEE WORK CENTER PAVE DRIVEWAY AND PARKING AREA

AND CONSTRUCT SWALE

DESCRIPTION PAY

UNIT

ESTIMATED

QUANTITY

20419 Drainage excavation, type swale Foot 130 30802 Roadway aggregate, compaction method 1e Ton 110

40450C Minor hot asphalt concrete, TN State DOT

Ton 60

DESCRIPTION OF WORK

HIWASSEE RIVER ROAD:

Clean the existing asphalt, apply tack coat, and place E mix asphalt to a compacted thickness of 1.5” on approximately 3.4 miles of road.

The width of the asphalt placed shall match the width of the existing asphalt surface.

OCOEE WORK CENTER:

Clean the existing asphalt, place and compact aggregate where shown on the drawings, apply tack coat, and place C mix asphalt to a compacted thickness of 2”.

Where pavement is to be placed adjacent existing features such as doorways and walkways, the existing surface and base material shall be removed to a depth of approximately 2” and for a width of approximately 4’. This material shall be reduced in size so that no particles are greater than 2” and shall be placed on the Clemmer trailhead parking area.

Place white striping to designate parking spaces.

ADD ITEM #1 OCOEE WORK CENTER:

Move storage building and sheds on South side of work center, placing asphalt, and setting storage building, and sheds on new asphalt.

Place asphalt under storage sheds on North side of work center. The sheds are not to be moved.

ADD ITEM #2 OCOEE WORK CENTER:

Place crushed aggregate base (pug mix) to a compacted thickness of 4” and place C mix asphalt to a compacted thickness of 2” on the driveway and parking area that access the trailers on the East side of the work center.

Construct drainage swale in front of storage sheds on North side of work center and pave swale.

CHILDERS CREEK ROAD:

Beginning at the intersection with TN 315 and ending at the intersection with Towee Pike clean the existing asphalt, apply tack coat, and place C mix asphalt to a compacted thickness of 2” on approximately 2.5 miles of road.

Place grade CS leveling course where designated by the CO.

The width of the asphalt placed shall match the width of the existing asphalt surface.

Apply two solid yellow centerline stripes and white edge stripes for approximately 1.25 miles beginning at the intersection with TN 315.

NOTES

GENERAL

All work shall be done in accordance with plans and Standard Forest Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 and applicable Forest Service Supplemental Specifications (FSSS).

TACK COAT

Apply tack coat at the rate of 0.10 gallons per square yard.

HOT ASPHALT CONCRETE PAVEMENT

The asphalt mixes shall meet requirements of Tennessee DOT specifications for the grading shown in the Schedule.