03_West Ramp - Area of Work Site Plan.pdf

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Selfridge West Ramp Access Roads W50S85-20-R-0020
Solicitation number
W50S85-20-R-0020
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Text version

HO

T UG N

HO

T UG N

N 4 N 3

N 2

N 7 N 6

N 5

N 8

N 1

T

K

V A

SHEET OF

Engineer/Consultants

Sheet Title

REPAIR WEST

RAMP & ADAL

ACCESS

ROADS

AREAS OF

WORK

1 1

REVISIONS:

Project Number:

File:

Drawn By:

Designed By:

Checked By:

A. Vermeersch

A. Vermeersch

VGLZ202014/15

Mark Date Description

PROJECT

Scale: 1" = 50'

Date: 15 APR 2020

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\CE Color PATCH small.jpg

A. Vermeersch

GENERAL NOTES

1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE.

ALL DIMENSIONS AND CONDITIONS ARE TO BE

VERIFIED IN FIELD BY THE CONTRACTOR.

A-100

WEST APRON - AREA OF WORK

SCALE: 1" = 50'-0"

A-100

EXISTING CONC

PAD (TYP. OF 4)

PROPOSED

ASPHALT ROAD

(TYP. OF 4)

APPROXIMATE LOCATION OF

PAVEMENT TRANSITION REPAIR

~80'

TYP.

10'

TYP.

20'-0" TYP.

12'-6" TYP.

20'-0" TYP. 24'-0" TYP

KEY NOTES

A. 13" THICK SLAB (TYP)

B. 21" THICK SLAB (TYP)

C. 24" WIDE NOMINAL REPAIR. REPAIR SHALL EXTEND

APPROXIMATELY 24" FROM JOINT ABUTTING

ADJACENT 13" THICK SLAB TO THE NORTH AND

TRAVERSE THE ENTIRETY OF THE SLAB EAST TO

WEST. REPAIR BE EXECUTED ACCORDING TO THE

SOW AND BE 2" IN DEPTH.

D. 48" WIDE NOMINAL REPAIR. REPAIR SHALL EXTEND

APPROXIMATELY 48" FROM JOINT ABUTTING

ADJACENT 13" THICK SLAB TO THE NORTH AND

TRAVERSE THE ENTIRETY OF THE SLAB EAST TO

WEST. REPAIR BE EXECUTED ACCORDING TO THE

SOW AND BE 2" IN DEPTH.

E. 60" WIDE NOMINAL REPAIR. REPAIR SHALL EXTEND

APPROXIMATELY 60" FROM JOINT ABUTTING

ADJACENT 21" THICK SLAB TO THE SOUTH AND

TRAVERSE THE ENTIRETY OF THE SLAB EAST TO

WEST. REPAIR BE EXECUTED ACCORDING TO THE

SOW AND BE 2" IN DEPTH.

F. 120" WIDE NOMINAL REPAIR. REPAIR SHALL EXTEND

APPROXIMATELY 120" FROM JOINT ABUTTING

ADJACENT 21" THICK SLAB TO THE SOUTH AND

TRAVERSE THE ENTIRETY OF THE SLAB EAST TO

WEST. REPAIR BE EXECUTED ACCORDING TO THE

SOW AND BE 2" IN DEPTH.

G. REPAINT AIR FIELD MARKINGS DISTURBED BY

REPAIR OF CONCRETE SLABS. REPAINTED AREA

SHALL OVERLAP EXISTING UNDISTURBED MARKINGS

FOR THE ENTIRETY OF THE SLAB REPAIRED, WHERE

APPLICABLE.

AB D

C

C

C

C

C

C

E

E

E

E

E

F

F

F

F

F

G

G

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

1. THE PLAN AND UNDERGROUND THE PLAN AND UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE GOVERNMENT MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE GOVERNMENT FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.

AutoCAD SHX Text NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

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West Ramp - Areas of work

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