SAMPLE_PROJECT_-_Site_Plan_Taxiway_E.pdf

PDF 3 MB Posted

Attached to
Airfield Pavements IDIQ Federal contract opportunity
Solicitation number
FA4830-12-R-0005
Issued by
Department of the Air Force Air Combat Command

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Attachment 10 - SAMPLE PROJECT - Site Plan Taxiway E

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Text version

10.00

187.50

12.50

425.00

Legend Dowel

Expansion Joint

Concrete Slabs

Welded Wire Fabric

Solid Yellow (6" wide each)

Solid Black (6" wide each)

NOTES:

1) All pavement markings shall be reflectorized paint.

2) The graded aggregate base shall be 6" in depth and the new concrete slabs 14" in depth (typical slab size is 12.5' x 12.5').

3) Contractor shall field verify all dimensions.

4) All concrete slabs joining Taxiway H and Runway 36L and all concrete slab radii shall be reinforced with welded steel fabric, 4x4-W4xW4.

5) Backfill and HydroSeed all areas as needed.

6) New concrete pavement joining or adjacent to Taxiway H and Runway 36L shall have a 3" thickend edge decreasing from 17" to 14" within 12.5'.

1 inch = 20 feet

EDGE MARKINGS

CENTERLINE MARKINGS

VFR HOLD LINE MARKINGS

6"

6"

6"

6"

6"

6"

6" 6" 6" 6" 6" 6" 6"6" 6"

3'

3'

NOTE:

THESE GRAPHICS ARE FOR

VISUAL REPRESENTAION ONLY

AND ARE NOT DRAWN TO SCALE.

REPAIR TAXIWAY E

SITE PLAN

NOTE:

THIS MAP IS DRAWN ON A 22" x 34" SHEET OF PAPER.

File details come from the government source that posted it. Updated .