4a-Runway -100% Drawings_Part 10.pdf
PDF 13 MB Posted
- Solicitation number
- RFP 171 260000002245 3
- Issued by
- Michigan
About this file
This document consists of runway geometric construction plans for Selfridge Air National Guard Base in Michigan, prepared by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division, in Lansing, Michigan, with design services provided by Mead & Hunt, Inc. The plans document the Runway Encroachment Solution—Project #2, an airfield improvements task to mitigate runway encroachment by extending Runway 01-19 northward. The construction drawings, issued June 5, 2026, represent 100% final submittal Type B-3 plans and include detailed geometric layouts for approximately 14,000 linear feet of runway pavement, including full-depth asphalt sections, portland cement concrete sections, pavement joints, edge lighting installations, and approach lighting systems. The plans span sheets CS142 through CS176 and cover the complete runway alignment from station 87+00 through 231+00, with additional perimeter road and fencing details. The project involves coordination with multiple taxiways (E, G, J, K, L, A), incorporation of existing drainage infrastructure (Irwin Drain relocation), and integration with the Canadian National Railroad right-of-way.
The technical specifications shown throughout the plans include doweled concrete joints, thickened edge joints, rigid-flexible pavement junctions, asphalt millings surfacing on maintenance roads, proposed edge lighting per ABI 001 and ABI 002 standards, electrical handholes, and guidance signage. The perimeter improvements include 7-foot chain-link security fencing with three-strand barbed wire, perimeter road construction with 12-foot centerline fencing and 24-inch maintenance gravel edges, gate installations (24-foot and 30-foot wide options), and relocation of Rosso Highway and Irwin Drain box culvert. Construction joint spacing is standardized at 20 feet typical with 8 lanes at 18.75 feet each throughout the runway width, and horizontal curve radii vary from 75 feet to over 1,000 feet depending on location. The plans reference standard details on sheets CP306 through CP313 for pavement sections, joint details, electrical work, and roadway cross-sections, with overall project coordinates and site conditions documented across multiple sheets serving as part of a comprehensive 467-sheet construction document set.
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(EXISTING CONCRETE)
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LEGEND
PROPOSED ASPHALT FULL-DEPTH PAVEMENT SECTION
PROPOSED PORTLAND CEMENT CONCRETE
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED APPROACH LIGHTING AND LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD.
REINFORCING REQUIRED
IN-PAVEMENT APPROACH LIGHT BAR
IN-PAVEMENT APPROACH LIGHT BAR W/ FLASHER
PROPOSED EDGE LIGHT PER ABI 001
ELECTRICAL HANDHOLE
GUIDANCE SIGN
RUNWAY EDGE LIGHT
TAXIWAY EDGE LIGHT
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID- FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
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ASPHALT/ CONCRETE CONTRACTION JOINT
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NOTES:
1. SEE SHEET CP321 AND CP322 FOR JOINT DETAILS.
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SEE DETAIL 3/CP502 FOR
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F F F F F F F F F F F
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(ABI 001)
(ABI 001)
(ABI 001)
(ABI 001) (ABI 001)
(BASE BID)
R135.00'
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AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00
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STA 99+99.85
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STA 98+89.72
R 100.00
STA 99+09.95
R 100.06
STA 99+09.94
R 75.00
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STA 99+09.57
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STA 99+69.45
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R 113.38
STA 100+01.87
R 126.21
STA 99+87.58
R 137.78
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L -71.00
STA 99+99.73
L -75.00
STA 100+79.73
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STA 100+84.72
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STA 100+84.72
L -18.75
STA 100+99.73
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STA 100+99.72
R 18.75
STA 100+79.72
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STA 101+79.72
R 18.75 STA 101+99.72
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STA 101+99.73
L -18.75
STA 101+84.73
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STA 101+79.73
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STA 101+84.72
L -94.87
STA 101+79.77
L -94.97
STA 101+83.77
L -93.32
STA 101+93.09
L -112.61
STA 101+82.39
L -101.91
STA 102+79.74
L -75.00
STA 102+84.72
L -74.95
STA 102+84.72
L -18.75
STA 102+79.72
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STA 102+79.72
R 18.75
STA 103+00.28
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STA 103+00.28
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STA 98+89.73
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STA 98+89.74
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R 18.75
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R 37.43
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R 37.43
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STA 97+94.72
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R 18.75
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R 18.75
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STA 100+79.73
L -18.76
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R 104.38
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R 100.00
STA 95+49.89
R 79.37
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R 75.04
STA 95+54.24
R 239.31
STA 102+12.49
L -100.00
STA 102+12.49
L -90.00
STA 102+43.26
R 100.00
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L -75.00 STA 96+94.50
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MH
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STA 102+43.26
R 90.00
STA 101+70.61
R 98.77
STA 101+83.60
R 115.06
STA 95+89.75
L -100.23
STA 96+89.75
L -100.17
STA 97+89.75
L -100.11
STA 95+94.74
L -100.24
STA 96+94.74
L -100.18
STA 97+94.74
L -100.12
STA 99+10.05
R 78.97
STA 102+79.72
L -90.00
STA 102+84.72
L -90.00
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KEY MAP
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THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT
JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
TIE-BAR CONSTRUCTION JOINT
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(E
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(EXISTING ASPHALT)
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SEE DETAIL 3/ CP502 FOR
FULL-DEPTH PATCH, TYP.
SEE DETAIL 3/CP502 FOR
FULL-DEPTH PATCH, TYP.
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
R 135.00'
R 160.00'
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AutoCAD SHX Text N00°26'17"E
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STA 104+79.76
L -75.14
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STA 110+84.73
L -74.92
STA 110+84.72
L -18.76
STA 110+79.72
R 18.75
STA 110+99.72
L -18.75
STA 110+99.72
R 18.75
STA 103+79.72
L -90.00
STA 103+84.72
L -90.00
STA 104+79.72
L -90.00
STA 105+79.72
L -90.00
STA 106+79.72
L -90.00
STA 107+79.72
L -90.00
STA 108+79.72
L -90.00
STA 109+79.72
L -90.00
STA 110+79.72
L -90.00
STA 110+84.72
L -90.00STA 104+84.72
L -90.00
STA 105+84.72
L -90.00
STA 106+84.72
L -90.00
STA 107+84.72
L -90.00
STA 108+84.72
L -90.00
STA 109+84.72
L -90.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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F
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D B
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SHEET ID
SHEET OF 467
MI ANGB
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CS144
RUNWAY 01-19
KEY MAP
M
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C H
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M
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C H
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- P
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(EXISTING CONCRETE)
C
C
C C
CC
C
F
C
C C
C
CC
C C
CC
CC
C C
CC
C
C
C C
C C
C
C
C
C C
C
C
C
C C
C
C
C
C
C C
C
C
C
C
C
C C
C
C
C
C C
C C
C C
C C
CC
C
C
C
C
C C
C
C
C
C
C
C
C
SEE DETAIL 3/CP502 FOR
FULL-DEPTH PATCH, TYP.
F F F F F F F F F F F F F F F
JJJJJJJJJJ
J J
F F
F F
F F
F F
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT
JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
TIE-BAR CONSTRUCTION JOINT
B
C
F
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D
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J
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
A6
CP308
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
A6
CP308
J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J
J J J J J J J J J J J J J J J J J JJ J J J J J J J J J J J J J J J J J
(ABI 001)
(ABI 002)
(ABI 002)
(ABI 001)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
DD
C B
C B
C B
C B
FR
FR
FR
111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
G O
G O
G O
G O
G O
G O
G O
G O
G O
G Y
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G O
G Y
G O
G O
G O
G O
G O
G O
G O
R Y W Y
W Y
R Y
R Y R Y
JC
-2
PLZ
PLZ
PLZ
PLZ
W Y
W Y
STA 114+59.73
R 0.00
STA 114+60.25
R 75.16
STA 111+81.93
L -75.01
STA 111+86.93
L -75.00
STA 111+86.92
L -18.76
STA 112+03.03
L -18.75
STA 112+03.02
R 18.75
STA 111+81.92
R 18.75
STA 112+84.12
R 37.50
STA 113+03.02
R 37.50
STA 113+03.03
L -37.50
STA 112+89.12
L -37.51
STA 112+89.13
L -74.88
STA 112+84.13
L -75.00
STA 113+79.73
L -74.87
STA 113+99.73
L -75.12
STA 113+79.73
L -56.25
STA 113+94.72
L -56.24
STA 113+94.72
L -18.75
STA 113+99.72
R 75.00
STA 113+79.72
R 75.00
STA 113+79.72
R 56.25
STA 113+94.72
R 56.26
STA 113+94.72
R 18.76
STA 113+79.72
R 18.75
STA 113+79.73
L -18.75
STA 114+60.27
L -74.84
STA 114+97.00
R 100.00
STA 114+97.00
L -100.00
STA 115+00.00
R 100.00
STA 115+00.00
L -100.00
STA 114+60.25
R 90.00
STA 114+60.27
L -90.00
STA 111+81.95
L -90.02
STA 111+86.95
L -90.02
STA 112+84.11
L -90.02
STA 112+89.15
L -90.02
STA 114+60.27
L -100.00
STA 114+60.25
R 100.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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J
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M
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D B
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KEY MAP
M
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SH
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M
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- P
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SH
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(PROPOSED PCC PAVEMENT SECTION)
(EXISTING CONCRETE)
INSTALL
NEW REIL
C
CC
C C
C
F
C
C
C C
C
C
C C
CC
CC
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
SEE DETAIL 3/CP502 FOR
FULL-DEPTH PATCH, TYP.
F F F
F F
F F
F F
J J J J J J J J J
JJJJJJJ
J J J J
C
C
C
C
C
C
C
C
J J J J
F F F
F F F
F F F
F F F
F F F
F F F
F F F
F F F
D D D D D
H
H H
D D D D D D
H H H
D D D D D D D
H H H H
D D D D D D D D
H H H H
D D D D D D D
H H H
D D D D D D
H H
D D D D D
H
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT
JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
TIE-BAR CONSTRUCTION JOINT
B
C
F
H
D
R
J
T
T
T
T
T
T
T
T
T
T
A6
CP308
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
A6
CP308
K2
CP306
K2
CP306
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 001)
(ABI 002)
(ABI 002)
(ABI 001)
(BASE BID)
(BASE BID)
20' SPACING (TYP)
LA
N
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8.
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
DD
D
C B
C B
C B
C B
C B
C B
FR
UD
UD
FR
C B
C B C B
119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
P P
P P
W W
W W
W W
W W
W W
W W
W Y
W Y
JC
-3
STA 125+00.00
0.00
STA 125+10.00
0.00
STA 125+00.00
R 75.00
STA 125+09.99
R 100.00
STA 125+00.00
L -75.00
STA 125+09.98
L -100.00
STA 125+10.00
L -75.00
STA 125+10.00
R 75.00
STA 125+10.00
R 90.00
STA 125+10.00
L -90.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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D B
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RUNWAY 01-19
KEY MAP
M
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C H
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- P
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SH
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(PROPOSED PCC PAVEMENT SECTION)
(EXISTING ASPHALT)
M
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D D
D D
D D
D D
D D
D D
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H H
H H
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D D D
D D
D D
D
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D D D D DD D D
H F F FH H H
H F F FH H H
F F F
F F F
F F F
F F F
F F F
F F F
D D D D DD D
D D D D DD
D D D D D
HH H
HH
H
D D D D DD D
D D D D DD
D D D D D
HH H
HH
H
J J J J
R
R
R
R
R
R
R
R
J J J J
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT
JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
TIE-BAR CONSTRUCTION JOINT
B
C
F
H
D
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J
T
K2
CP306TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
K2
CP306
D2
CP306
D2
CP306
K4
CP309
K4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
"J" TYPE JOINT
"J" TYPE JOINT
(BASE BID)
(BASE BID)
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
LA
N
ES
8.
20' SPACING (TYP)
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
C
127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00
D
D
D
D
D
D
D
C B
C B
C B
C B
FR
FR
FRFR
D
C B
C B
127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00
W W
W W
W W
W W
W W
W W
W W
W W
JC
-4
STA 127+19.44
L -100.00
STA 127+43.77
L -100.00
STA 129+40.73
L -100.00
STA 130+55.32
L -100.00
STA 127+14.66
R 100.00
STA 127+37.21
R 100.00
STA 129+29.89
L -90.00
STA 130+68.96
L -90.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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M
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BM
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D B
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C H
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D B
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D R
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SHEET ID
SHEET OF 467
MI ANGB
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F M
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- N
EX
T
SH
EE
T
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
K4
CP309TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
K4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00
C B
C B
FR
UD
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FR
135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00
W W W W W W W W W
WW WW WW WW W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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CS148
RUNWAY 01-19
KEY MAP
M
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C H
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IN
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- P
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SH
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M
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C H
L
IN
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- N
EX
T
SH
EE
T
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
K4
CP309TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
K4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00
D
D
D D
C B
C B
C B
FR
FR
C B
143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00
W W W W W W W W W
W WW WW WW WW
JC
-5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
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D B
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C H
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D B
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D R
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SHEET OF 467
MI ANGB
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CS149
RUNWAY 01-19
KEY MAP
M
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C H
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IN
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- P
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EV
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U
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SH
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T
M
AT
C H
L
IN
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- N
EX
T
SH
EE
T
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
K4
CP309TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
K4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
D
D
C B
C B
C B
FR
UD
UD FR
151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
W WW W W W W W
W WW WW WW W
JC
-6
STA 157+93.94
L -100.00
STA 156+79.04
L -100.00
STA 156+63.59
L -90.00
STA 158+06.62
L -90.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
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D B
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C H
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D B
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D R
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N
B Y:
D
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B
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C O
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B -3
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B
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PL
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CS150
RUNWAY 01-19
KEY MAP
M
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C H
L
IN
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- P
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SH
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T
M
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C H
L
IN
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- N
EX
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SH
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T
TA
XI
W
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J
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
K4
CP309
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
K4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00
D
C B
FR
UD
UD
FR
159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00
W W W W W W W W
W WW WW WW W
JC
-7
P P
P P
STA 159+29.52
R 100.00
STA 159+91.92
R 100.00
STA 159+22.22
R 90.00
STA 159+94.68
R 90.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
EC
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D B
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D R
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N
B Y:
D
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N
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B
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C O
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N N
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SHEET ID
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MI ANGB
ST
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M C
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PL
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CS151
RUNWAY 01-19
KEY MAP
M
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C H
L
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- P
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SH
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T
M
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C H
L
IN
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- N
EX
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SH
EE
T
TA
XI
W
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L
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
K4
CP309TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
K4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
D
D
FR
C B
FR
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
W W W W W W W W
W WW WW WW W
JC
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
N
P
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BM
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D B
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C H
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D B
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CS152
RUNWAY 01-19
KEY MAP
M
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C H
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IN
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- P
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SH
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M
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C H
L
IN
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- N
EX
T
SH
EE
T
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
K4
CP309TRUE N
PLAN
NORTH
00 30 60
TR
U
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PLAN
NORTH
K4
CP309
A4
CP309
A4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00
FR FR
UD
C B
C B
175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00
Y W
W W Y W Y W Y W
Y WY WW W
JC
-9
STA 180+53.48
R 100.00
STA 182+48.41
R 100.00
STA 180+56.67
R 102.91
STA 180+63.05
R 102.72
STA 180+63.04
R 94.01
STA 182+42.73
R 106.33
STA 182+14.94
R 106.52
STA 182+14.90
R 93.77
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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D
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J
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D B
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C R
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TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
M
JR
D
LU
PA
B
D R
P G
EO
M
ET
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IC
S
PL
AN
CS153
RUNWAY 01-19
KEY MAP
M
AT
C H
L
IN
E
- P
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EV
IO
U
S
SH
EE
T
M
AT
C H
L
IN
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- N
EX
T
SH
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T
TA
XI
W
AY
A
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
B
C
F
H
D
R
J
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
A4
CP309TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
A4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
C
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
C C
C
J
F C
C C C
J
(ABI 001) (ABI 001)
PROVIDE EDGE LIGHT
JOINT BOX OUT. SEE
DETAIL A11/CP503
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
183+00 184+00 185+00 186+00 187+00 188+00 189+00
D
FR
UD
UD
183+00 184+00 185+00 186+00 187+00 188+00 189+00
P P
P P
Y W
Y WY WY W
Y W Y W
STA 186+78.09
L -100.00
STA 186+39.72
L -75.00
(ABI 001)
STA 188+19.72
L -95.00
(ABI 001)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
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BM
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D B
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D B
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D R
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SHEET ID
SHEET OF 467
MI ANGB
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B -3
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CS154
RUNWAY 01-19
KEY MAP
M
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C H
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- P
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SH
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M
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C H
L
IN
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- N
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THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
B
C
F
H
D
R
J
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
A4
CP309
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
A4
CP309
"J" TYPE JOINT
"J" TYPE JOINT
(ABI 002)
(ABI 001)
(ABI 001)
(ABI 002)
C C C C
C
C
C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00
D
D
D
D
FR
FR
UD
FRUD
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00
E
O G
O G
O G
O G
Y G
O G
O G
Y G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
R R
R RY W
Y W
Y W
Y W
Y W
Y W
Y W
YW STA 197+98.00
R 75.00
STA 197+81.72
R 100.00
STA 189+99.75
L -133.09
STA 190+07.01
L -133.08
STA 190+32.15
L -141.30
STA 189+98.90
L -141.30
STA 190+46.32
L -117.26
STA 190+90.25
L -101.18
STA 191+07.52
L -100.00
STA 191+07.81
L -74.93
STA 190+90.25
L -74.92
STA 192+09.73
L -37.50
STA 191+89.73
L -37.50
STA 193+09.73
L -18.75STA 192+89.73
L -18.75
STA 193+09.72
R 18.75
STA 192+89.72
R 18.75
STA 192+09.72
R 37.50STA 191+89.72
R 37.50
STA 191+09.72
R 18.75
STA 191+09.73
L -18.75
STA 190+89.73
L -18.75
STA 190+89.72
R 18.75
STA 190+22.72
R 75.00
STA 189+96.72
R 74.98
STA 190+90.27
R 75.05
STA 191+08.04
R 75.08
STA 191+08.22
R 100.00
STA 190+90.27
R 100.00
STA 194+09.73
L -18.75
STA 193+89.73
L -18.75
STA 193+89.72
R 18.75
STA 194+09.72
R 18.75
STA 194+89.73
L -18.75
STA 195+09.73
L -18.75
STA 195+09.72
R 18.75
STA 194+89.72
R 18.75
STA 195+89.73
L -18.75
STA 196+09.73
L -18.75
STA 196+09.72
R 18.75
STA 195+89.72
R 18.75
STA 196+89.66
L -74.88
STA 197+09.74
L -75.16
STA 197+09.71
R 93.74
STA 196+90.00
R 93.87
STA 189+96.72
R 90.00
STA 190+22.72
R 100.00
STA 196+90.00
L -100.00
STA 196+93.00
L -100.00
STA 197+97.98
L -75.00
STA 197+81.72
L -99.83
STA 197+98.01
R 93.75
STA 190+87.68
L -160.84
STA 190+27.51
L -98.54
STA 189+98.92
L -172.19
STA 190+33.50
L -172.19
STA 196+93.00
R 93.87
STA 192+43.65
R 75.04
STA 192+43.55
R 100.00
STA 189+96.72
R 100.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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J
K
L
M
N
P
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BM
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D B
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C H
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D B
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D R
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SI
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C R
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D
AT
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SHEET ID
SHEET OF 467
MI ANGB
ST
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F M
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TM
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M
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KEY MAP
M
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C H
L
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- N
EX
T
SH
EE
T
TA
XI
W
AY
K
(EXISTING CONCRETE)
(EXISTING CONCRETE)
(EXISTING CONCRETE)
R86.70'
M
AT
C H
L
IN
E
- P
R
EV
IO
U
S
SH
EE
T
J
J J
C
C
C
C
C
C
C
C
C
C
C
J
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
J
C
C C
C C
C
F F
C
C C
C C
C
F F
C C
C C
F F
C
C
C
CC
C
F F
F F C
C C
C C
C
F F
C
C C
C C
C
F F
C
C C
C C
C
F F
F
C C
C C
F
F F
D
C
C
D
D D
F
F
J
F
F
F
J
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
D
J J J J
F F F
D D D
J J J
D
C
C
JJJJ
F F F
F F F
F F F
F F F
F F F
F F F
F F F
PROPOSED PCC
PAVEMENT SECTION)
D D D
D D D
D D D
D D D
D D D
D D D
JJJ
J
J
JJ
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
B
C
F
H
D
R
J
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
D
D C
C
C
C
A4
CP309
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
A4
CP309
J5
CP307
J5
CP307
"J" TYPE JOINT (TYP)
"J" TYPE JOINT (TYP)
C C
(ABI 001)
(ABI 001)
C
C
C C
C
C
(ABI 002) (ABI 002)
(BASE BID)
(BASE BID)
(ABI 002)
(ABI 001)
(ABI 001)
TYPE J JOINT (TYP)
.7
5' (T
YP
20' SPACING (TYP)
MATCH AT
EXISTING JOINTS
(TYP)
(ABI 002)
(BASE BID)
(BASE BID)
(BASE BID)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00
FR
UD
199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00
R RB
B B B
B
B
R R
R RR R
R R R R
R R R R
PLZ
PLZ
PLZ
PLZ
PLZ
PLZ
STA 203+25.87
L -100.00
STA 203+37.98
L -75.00
STA 205+42.48
L -281.25
STA 205+32.12
L -306.25
50 kVA
STA 204+97.98
L -307.47
STA 203+97.98
L -207.46
STA 203+97.97
R 123.50 STA 204+97.97
R 123.51
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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J
K
L
M
N
P
SU
BM
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D B
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C H
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D B
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D R
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N
B Y:
D
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N
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B
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
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N N
O
IS
SU
E D
AT
E:
SI
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M
AR
K
D
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C R
IP
TI
O N
D
AT
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SHEET ID
SHEET OF 467
MI ANGB
ST
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F M
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TM
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FA
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N D
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N D
C O
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AI
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M C
C A
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B -3
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IN
AL
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BM
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TA
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M
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D
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B
D R
P G
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PL
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CS156
RUNWAY 01-19
KEY MAP
M
AT
C H
L
IN
E
- N
EX
T
SH
EE
T
(PROPOSED PCC PAVEMENT SECTION)
(PROPOSED PCC PAVEMENT SECTION)
M
AT
C H
L
IN
E
- P
R
EV
IO
U
S
SH
EE
T
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
B
C
F
H
D
R
J
J J
J J
H
D
D
D
D
D
D
D
H
H
H
H
H
H
H
HH
D
D
D
D
D
D
D
H
H
H
H
H
H
D
D
D
D
D
H
H
H
H
D
D
D
H
H
D
D
D D D
D
H H
HH
H
H
H
H
H
H
H
H
D
D
D
D
D
D
D
BBBBJ
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
H
H
H
H
H
H
H
H
H
H
H
H
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
MODIFIED PAVEMENT SECTION OVER EXISTING
IRWIN DRAIN. REFER TO SHEET CP307
J
J
J
J
J
J
J
J
J
J
J
J J J J J J
D
F
D D D D D D D D D D D D D D D
D D D D D D D D D D D D D D D
D D D D D D D D D D D D D D
D D D D D D D D D D D D D
D D D D D D D D D D D D
D D D D D D D D D D D
D D D D D D D D D D
D D D D D D D D D
D D D D D D D DD
D D D D D D D
D D D D D D
D
D
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
HHHHHHHHH
H
H
HFFF
F
F
F
FFF
FFF
FFF
FFF
FFF
FFF
FFF
FFF
FFF
FFF
J5
CP307
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
J5
CP307
C2
CP307
C2
CP307
"J" TYPE JOINT (TYP)
"J" TYPE JOINT (TYP) NOTE: DO NOT INSTALL FELT
ALONG THIS B JOINT
(BASE BID)
(BASE BID)
H
H
H
H
H
H
H
20' (TYP)
LA
N
ES
8.
.7
5' (T
YP
20' (TYP)
20' (TYP)
LA
N
ES
8.
SEE SHEET EA524
FOR LOCALIZER
MARKER DETAILS
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
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B B
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STA 207+89.98
R 75.00
STA 208+14.98
L -100.00
STA 209+89.98
R 100.00
STA 209+89.96
L -100.00
STA 207+89.98
L -281.25
STA 208+14.98
L -306.25
STA 207+89.98
L -100.00
STA 210+71.92
L -11.89
STA 210+95.92
L -11.89
STA 210+95.92
R 14.00
STA 210+71.92
R 4.00
STA 210+66.92
R 12.66
STA 210+71.92
R 21.32
STA 210+61.92
R 4.00
STA 210+61.92
R 21.32
STA 210+83.92
L -5.89
STA 210+71.92
R 26.00
STA 210+71.91
R 36.00
STA 210+85.91
R 36.00
STA 210+94.57
R 31.00
STA 211+03.24
R 26.00STA 210+61.92
R 26.00
STA 210+85.91
R 26.00
STA 211+03.23
R 36.00
STA 211+61.92
R 14.00
STA 211+71.92
R 4.00
STA 211+71.92
L -11.89
STA 211+95.92
L -11.89
STA 211+83.92
L -5.89
STA 211+61.92
R 4.00
STA 211+95.92
R 14.00
STA 212+95.92
L -11.89
STA 212+71.92
L -11.89
STA 212+95.92
R 14.00
STA 212+71.92
R 4.00
STA 212+61.92
R 14.00
STA 213+61.92
R 14.00
STA 213+71.92
R 4.00
STA 213+95.91
R 61.11
STA 214+05.91
R 61.11
STA 213+35.55
R 26.00
STA 213+35.55
R 36.00
STA 213+42.62
R 28.93
STA 212+61.92
R 4.00
STA 213+61.92
R 4.00
STA 213+71.92
L -11.89
STA 213+95.92
L -11.89
STA 213+83.92
L -5.89
STA 214+47.30
R 147.75
STA 214+50.29
R 170.30
STA 214+95.81
L -9.30
STA 214+83.98
L -9.30
STA 214+73.98
L -9.30
STA 214+56.82
R 150.80
STA 214+54.37
R 140.68
STA 213+98.84
R 68.18
STA 212+83.92
L -5.89
STA 214+65.45
R 134.79
STA 214+73.98
R 131.25
STA 214+68.98
R 131.25
STA 214+61.97
R 173.24
STA 214+66.43
R 165.40
STA 214+85.58
R 181.47
STA 214+89.96
R 137.36
STA 214+95.81
R 121.29
STA 214+70.81
R 121.29
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MATCH LINE - SHEET CS160
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
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LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
BBBBBBBJ
H H H H F F F D D D D D D D D
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D D D D D D D D
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D D D D D D D D
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D D D D D D D D
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D D D D D D D D
L5
CP308
TRUE N
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TR
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L5
CP308
NOTE: DO NOT INSTALL
FELT ALONG THIS B JOINT
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(BASE BID)
(BASE BID)
(BASE BID)
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5' (T
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20.00'
(TYP)
16'.0'16.0'20' SPACING (TYP)
LA
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(T
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N16
CP308
N16
CP308
R10.00'
R10.00' R10.00'
R10.00' R10.00'
R1 3.
R10.00'
R13.42'
R10.00'
R13 .42
R10.00'
R13 .42
R1 0.
R 10.00'
R10.00'
R25.00'
R5.00'
R25.00'
R10.00'
AutoCAD SHX Text N00°26'17"E
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D D D
D 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00
PLZ
PLZ
PLZ
PLZ
PLZ
PLZ
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PLZ
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BH
#05
BH
#06
STA 217+37.12
R 1.00
STA 217+70.95
R 29.00
STA 217+46.95
L -11.89
STA 217+53.99
R 64.91
STA 217+29.31
R 60.89
STA 218+36.95
R 29.00
STA 218+46.95
R 19.00
STA 218+46.95
L -11.89
STA 218+70.95
L -11.89
STA 218+70.95
R 29.00
STA 219+36.95
R 29.00
STA 219+46.95
R 19.00
STA 219+46.95
L -11.89
STA 219+70.95
L -11.89
STA 219+58.95
L -5.89
STA 219+70.95
R 29.00
STA 220+36.95
R 29.00
STA 220+46.95
R 19.00
STA 220+36.95
R 19.00
STA 220+46.95
L -11.89
STA 220+70.95
L -11.89
STA 220+58.95
L -5.89
STA 220+70.95
R 29.00
STA 221+36.95
R 29.00
STA 221+46.95
R 19.00
STA 221+36.95
R 19.00
STA 221+46.95
L -11.89
STA 221+58.95
L -5.89 STA 221+70.95
L -11.89
STA 221+70.95
R 29.00
STA 222+36.95
R 29.00
STA 222+46.95
R 19.00
STA 222+36.95
R 19.00
STA 222+46.95
L -11.89
STA 222+58.95
L -5.89
STA 222+70.95
L -11.89
STA 222+70.95
R 29.00
STA 218+58.95
L -5.89
STA 219+36.95
R 19.00
STA 218+36.95
R 19.00
T
STA 217+70.95
L -11.89
STA 217+58.95
L -5.89
STA 217+65.83
R 41.00
STA 215+97.40
L -28.58
STA 215+87.41
L -19.18
STA 215+76.99
L -19.22
STA 215+66.98
L -9.22
STA 215+66.98
R 40.00
STA 215+76.98
R 50.00
STA 215+87.19
R 61.64
STA 215+77.33
R 60.00
STA 215+76.98
R 40.00
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L -9.22
STA 215+87.42
L -29.18
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PL
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CS158
KEY MAP
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C H
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- S
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S1
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
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R 13.42' R
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LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
TRUE N
PLAN
NORTH
00 30 60
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SEE SHEETS CS170 TO CS186 FOR PERIMETER
ROAD GEOMETRICS AND LAYOUTS
PROPOSED
PERIMETER
ROAD
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R10.00'
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N16
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N16
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RELOCATED
IRWIN DRAIN
BOX CULVERT
RELOCATED
IRWIN DRAIN
BOX CULVERT
AutoCAD SHX Text N00°26'17"E
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STA 223+36.95
R 19.00
STA 223+46.95
R 19.00
STA 223+46.95
R 3.34
STA 223+46.95
L -11.89
STA 223+70.95
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R 29.00
STA 223+58.95
L -5.89
STA 224+36.95
R 29.00
STA 224+36.95
R 19.00
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STA 224+46.95
L -11.89
STA 224+70.95
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STA 224+58.95
L -5.89
STA 225+36.95
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STA 225+46.95
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STA 225+46.95
L -11.89
STA 225+70.95
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R 29.00
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R 19.00
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L -5.89
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L -11.89
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STA 226+71.21
R 18.25
STA 226+36.95
R 29.00
STA 226+46.95
R 19.00
STA 226+36.95
R 19.00
STA 226+80.95
R 19.00
STA 226+75.95
R 27.66
STA 226+80.95
R 36.32
STA 226+80.95
R 41.00
STA 226+70.95
R 51.00
STA 226+70.95
R 41.00
STA 226+56.95
R 51.00
STA 226+48.29
R 46.00
STA 226+39.63
R 41.00
STA 226+56.95
R 41.00
STA 226+39.63
R 51.00
STA 226+70.95
R 36.32
STA 223+36.95
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PL
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CS159
KEY MAP
M
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C H
L
IN
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- S
H
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S1
THICKENED EDGE JOINT
DOWELED JOINT AT EXISTING CONCRETE
DOWELED CONTRACTION JOINT
NON-DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
RIGID-FLEXIBLE PAVEMENT JUNCTION JOINT (CONCRETE/ ASPHALT JUNCTION
WITHIN RUNWAY PAVEMENT)
ASPHALT/ CONCRETE CONTRACTION JOINT
B
C
F
H
D
R
J
R
.4 2'
R 13.42'
R 13.42'
R 13.42'
LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
TRUE N
PLAN
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00 30 60
TR
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R10.00' R10 .00
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R10.00'R1 0.
R1 0.
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N16
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N16
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AutoCAD SHX Text N00°26'17"E
BH
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BH
#33
STA 213+12.92
R 395.47
STA 213+32.63
R 385.84
STA 213+12.92
R 370.47
STA 212+81.34
R 395.47
STA 212+61.62
R 395.47
STA 212+61.62
R 434.51
STA 212+75.08
R 434.51
STA 212+81.34
R 434.51
STA 212+67.64
R 458.94
STA 212+49.96
R 441.11
STA 212+59.89
R 483.01
STA 212+51.71
R 474.24
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MATCH LINE - SHEET CS157
DRAIN AND ROSSO HIGHWAY
CONSTRUCTED UNDER
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LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
MATCH LINE - SHEET CS161
R25.00'
R25.11'
12'
TRUE N
PLAN
NORTH
00 30 60
TR
U E N
PLAN
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ROAD GEOMETRICS AND LAYOUTS
N16
CP308
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PROPOSED PERIM
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OAD
AutoCAD SHX Text N00°26'17"E
X X X X X X X X X X X X X X X X X X X X X X
BH
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BH
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STA 206+37.97
R 1026.31
STA 206+64.68
R 1021.54
STA 206+47.63
R 1003.25
STA 207+03.24
R 1036.18
STA 206+86.19
R 1017.89
STA 206+87.66
R 1055.74
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LEGEND
PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
MATCH LINE - SHEET CS160
R 25.00'
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00 30 60
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AutoCAD SHX Text N00°26'17"E
G G
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L -1285.00
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PROPOSED ASPHALT
FULL-DEPTH PAVEMENT SECTION
PROPOSED ASPHALT ON EXISTING BASE
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
SD
D
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.07
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SEE SHEET CS172
SEE SHEET CS173
SEE SHEET CS174
SEE SHEET CS175
SEE SHEET CS176
EX. ROSSO HWY
NEW AIRFIELD FENCING
EX. PERIMETER ROAD
EX. SUGARBUSH
SERVICE ROAD
EX. PERIMETER
ROAD
PROPOSED PERIMETER ROAD
AIRFIELD
IMPROVEMENTS
CLEAR ZONE LIMITS
NEW FALCON
SERVICE ROAD
EX. FALCON
SERVICE ROAD
AIRFIELD
IMPROVEMENTS
CLEAR ZONE LIMITS
NEW SUGARBUSH
SERVICE ROAD
NEW PERIMETER FENCING
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
CANADIAN NATIONAL RAILROAD
CANADIAN NATIONAL
RAILROAD
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OVERALL GEOMETRICS PLANA1
NORTH
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SHEET 186 OF 467
8' C.L. FENCE W/BARBED WIRE
BH#01
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R
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ROAD
EX. IRWIN DRAIN
RELOCATED
ROSSO HWY
RELOCATED
ROSSO HWY
CANADIAN NATIONAL RAILROAD
N: 415360.0588 E: 13533434.5999
N: 415386.9230 E: 13533433.6595
N: 415503.0430 E: 13533781.7104
N: 415502.8804 E: 13533907.5872
N: 415578.6452 E: 13533908.1578
N: 415490.7882 E: 13533428.4309
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SCALE: 1" = 40'
GEOMETRICS PLANE1
PLAN
NORTH
40' 80'0
TR
U
E N
MATCH LINE SEE SHEET CS172
1. REFER TO SHEET GC151 AND GC152 FOR GENERAL NOTES.
REFER TO SHEETS GI003 AND GI004 FOR LEGEND AND
ABBREVIATIONS.
2. THIS SHEET IS PART OF MULTI-SHEET SET OF
CONSTRUCTION PLANS AND MUST BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
3. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
4. REFER TO SHEETS CS180 TO CS186 FOR ROADWAY
CENERLINE ALIGNMENT INFORMATION.
5. REFER TO SHEETS CP311 TO CP313 FOR TYPICAL ROAD
SECTIONS.
GENERAL SHEET…
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