03_West Ramp - Area of Work Site Plan.pdf
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HO
T UG N
HO
T UG N
N 4 N 3
N 2
N 7 N 6
N 5
N 8
N 1
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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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