Draw_CP101_JOINT_LAYOUT_GRID_1.pdf

4 @ 20.00' = 80.00'

23.42'

23.28'

MATCH EXISTING SPACING

20.00'

21.78' 19.85'

2 @ 20.00' = 40.00'

23.42' 22.45'

MATCH EXISTING

SPACING 25.19'

2 @ 20.00' = 40.00'

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M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

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180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing

Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

JOINT LAYOUT PLAN GRID 1

PHASE 1

CP101 1

JOINT LAYOUT PLAN GRID 1

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

Z:\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134CP101-CP102.DWG 8/14/2018 3:06 PM CFRANZEN

A1

JOINT LAYOUT PLAN GRID 1

SCALE: 1"=20'

20' 40'0

MATCHLINE - SEE SHEET CP102 FOR CONTINUATION

N

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GRID 1 GRID 2 GRID 3

GRID 6GRID 5GRID 4

NOTES:

1. SEE SHEET CS100 FOR GENERAL SITE NOTES.

2. INSTALL A THICKENED EDGE ISOLATION JOINT

PER DETAIL A1, CS501 AROUND PERIMETER OF

TRENCH DRAIN.

3. CONTRACTOR SHALL REMEDIATE ALL

UNDERMINING BASE COURSE OF THE

PAVEMENT TO REMAIN AT THE SATISFACTION

OF THE CONTRACTING OFFICER.

E

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A1

A

B

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

NEW PCC TO AC SHOULDER

TRANSITION

NEW PCC TO EXISTING PCC

THICKENED EDGE ISOLATION JOINT

THICKENED EDGE ISOLATION JOINT

THICKENED EDGE JOINT AT

STRUCTURE

JUNCTURE OF TRENCH DRAIN AND

NEW RIGID PAVEMENT

REINFORCED SLAB

LEGEND:

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TRENCH DRAIN

(SEE NOTE 2)

CS501

D4

CS501

H9

CS500

A4

CS501

E7

CS501

A1

CS501

A4

CS502

G1

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C8

AMENDMENT 0003ABDCWF11/21/181

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