Camp Creek Paving_PLANS - signed.pdf

SCALE:1"=2500'

2500125002500

PROJECT LOCATION MAP

DESCRIPTION

INDEX OF SHEETS

JENKINS EAST, KY-VA & CLINTWOOD, VA QUADRANGLES

August 4, 2026

N

Virginia

Virginia

Maryland

NorthTennessee

Kentucky

West

Carolina

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.

CAMP CREEK PAVING PROJECT

MINED LAND REPURPOSING

ABANDONED MINED LAND SECTION

PROJECT LOCATION

Dickenson County of2 5

Sheet Number:

8/ 4/

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N

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N

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N

6030060

SHEET 3

SHEET 4

Camp Creek Road

Pound River

Pound River

0+00

1+00

2+00

3+00

4+00 5+00

6+00

7+00

8+00

9+00

10+00

11+00Camp Creek Rd (Rt. 631) 0+50

1+50

2+50

3+50

4+50 5+50

6+50

7+50

8+50 9+50

10+50

11+50

Start Asphalt Repair

SF

SF

SF

SF

SF

SF

Widen pavement over the road shoulder at the reinforced concrete pipe.

of3 5

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P la n

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N

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N

8040080

SE

E

SH

EE

T

Contour(5')

VDOT Road

Surface Asphalt Repair

Full Depth/Pothole Repair

River

Driveway

Home/Building

Riprap Buttress

SFSilt Fence

Existing Culvert N

8040080

Pound River

23+57

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00 20+00

21+00

22+00

23+00

Cam p C re ek

R d

(R t.

1)12+50

13+50

14+50

15+50

16+50

17+50

18+50

19+50

20+50

21+50

22+50

23+50

End Asphalt Repair

SF

SF

SF

SF

SF

SF

SF

SF

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D ra w n:

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P av in g

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N

SO

N

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IN

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Sc al e:

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TS

R ev is io ns

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St on e G ap , V irg in ia (2

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-8

N

8040080

Contour(5')

VDOT Road

Surface Asphalt Repair

Full Depth/Pothole Repair

River

Driveway

Home/Building

SFSilt Fence

N

8040080

1. COMPLETELY REMOVE ALL DAMAGED ASPHALT.

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

OF THE ROAD.

3. PLACE EACH MATERIAL LAYER AS DETAILED IN THE PLANS AND SPECIFICATIONS.

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

5. 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

Secondary Road Paving N.T.S.

BASE ASPHALT, BM-25.0A

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.

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N

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-8

FERTILIZER LB 55

LB 446.C.i

LB 556.D

SPEC.

NO.

SUMMARY OF QUANTITIES

DESIGN

QUANTITIESDESCRIPTION UNIT

N/AEAMOBILIZATION

2.B.ii PAINT GAL 1

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

2.B.iii 4"X4"X10' POSTS EA 2

4.B.ii 5.B.ii

3.B.i 4.B.i FT 2500

6.E.i

EA 625

SILT FENCE: FILTER FABRIC

SILT FENCE: STAKES

VDOT NO. 21B STONE

SM9.5A ASPHALT

REVEGETATION

TON

TON

AC

1.16

5.B.iii BM12.0A ASPHALT TON 180 5.B.iv TACK COAT GAL 625

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

EA 1or SHEET METAL: 4'x8'x12ga

LIME

GRASS MIXTURE