Legion Hall Road Paving_PLANS - signed.pdf

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PROJECT LOCATION MAP

DESCRIPTION

INDEX OF SHEETS

PRATER, VA QUADRANGLE

8/11/2026

N

Virginia

Virginia

Maryland

NorthTennessee

Kentucky

West

Carolina

Buchanan County

GENERAL NOTES

1. Before performing any excavation, contact Miss Utility, (800) 810-7197, to confirm the location of any below ground utility lines in the work area.

2. Before starting the work, contact the Agency for proper clearance and be governed by the Agency's instructions.

3. The contractor is responsible for scheduling, expediting, directing, inspecting and coordinating the work so as to complete the work in the time agreed upon.

4. Work in close cooperation with the Agency and others engaged in the project so that the work will be completed in an orderly manner.

5. Provide temporary supports as may be required during construction to ensure the stability of the proposed excavation.

LEGION HALL ROAD DRAINAGE PAVING PROJECT

MINED LAND REPURPOSING

ABANDONED MINED LAND SECTION

PROJECT LOCATION

Legion Hall Rd

Legion Hall Rd

Little Prater Rd

Little Prater Rd (VA Route 617)

1400'

1450'

1500'

1350'

1300'

1250'

1250'

1550'

Le gio n Hall Rd

PS MU

SF

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Little Prater Creek

SFSilt Fence

Mulch MU

Permanent Seed PS

General Construction Sequence

1. Mobilize

2. Install Silt Fence.

3. Repair or Seal asphalt areas as marked on map.

4. Revegetate all disturbed areas.

Legend

Contour(10') Contour(2')

Asphalt Repair

Limit of Disturbance

6030060Asphalt Sealer

Fill ditch with VDOT No. 1 coarse aggregate. See Specifications for details.

FILTER FABRIC

3. BACKFILL AND

COMPACT THE

EXCAVATED SOIL.

1. SET POSTS 5' APART AND

EXCAVATE A 4" X 4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

2. ATTACH THE FILTER FABRIC

TO THE POSTS AND EXTEND IT

INTO THE TRENCH.

Silt Fence N.T.S.

1. COMPLETELY REMOVE ALL EXISTING ASPHALT DAMAGED DURING PROJECT WORK.

2. GRADE AND COMPACT SUB-GRADE TO MATCH THE EXISTING SLOPE.

3. PLACE A 3" BASE LAYER OF VDOT NO. 21B, BASE AGGREGATE.

4. PLACE A 2" COMPACTED LAYER OF SURFACE MIX PAVEMENT, SM-9.5A.

APPLICATION RATE: 220 LB/S.Y. A 25' TRANSITION TAPER MILL SHALL BE PERFORMED TO TIE NEW

PAVEMENT SURFACE INTO EXISTING.

5. SMOOTHLY TIE NEWLY PLACED ASPHALT INTO EXISTING ASPHALT ALONG CUT LINE.

6. REPAIR SHALL BE PERFORMED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION.

SUBGRADE SOIL

SURFACE ASPHALT, SM-9.5A

Base Aggregate, VDOT NO. 21B

Asphalt Repair N.T.S.

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SUMMARY OF QUANTITIES

DESIGN

QUANTITIESDESCRIPTION UNIT

N/ALSMOBILIZATION

Note: Not all quantities represent payable items. For pay items, see Bid Schedule.

3.B.ii PAINT GAL 1

5.B.ii

3.B.iii

5.B.i

EA 2

FT 100

4"x4"x10' POSTS

SILT FENCE: FILTER FABRIC

SILT FENCE: STAKES EA 25

3.B.i PLYWOOD: 4'x8'x0.5"

EA 1

2.C ACCESS ROUTES FT 360

or SHEET METAL: 4'x8'x12ga

6.B.ii SM9.5A ASPHALT TON 20

7.B.i ASPHALT SEALER GAL 170 7.B.ii ASPHALT CRACK FILLER GAL 2

8 REVEGETATION AC 0.01

8.C.i LIME LB 0.4

8.E FERTILIZER LB 0.5

8.G GRASS MIXTURE LB 0.5

4.B.i TON 180VDOT No. 21B Stone 4.B.ii TON 20VDOT No. 1 Stone

6.C.i DITCH REPAIR FT 60