4a-Runway -100% Drawings_Part 12.pdf
PDF 14 MB Posted
- Solicitation number
- RFP 171 260000002245 3
- Issued by
- Michigan
About this file
This document comprises 100% final submittal runway elevation drawings for the Selfridge Air National Guard Base Runway Encroachment Solution Project #2, a design and construction undertaking by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division in Lansing, Michigan. The project addresses runway encroachment mitigation at Selfridge Air National Guard Base and involves the extension of the north overrun facility. The drawings present proposed elevation data across multiple sheets (CP601-CP613) documenting the runway 01-19 pavement, taxiways (G, E, J, L, and A), and associated grading and drainage infrastructure from station 0+00 through 198+00.
The elevation drawings provide detailed proposed grade elevations at regular intervals along the runway centerline, shoulders, and adjacent pavement areas, with existing grades noted for comparison and verification by contractors prior to work commencement. The documents indicate that contractors must verify all existing grades and report modifications to the contracting officer, with adjustments incorporated into as-built drawings. Construction specifications reference hot mix asphalt (HMA) pavement, concrete pavement/sidewalk, gravel surfaces for small vehicles, security fencing, and various utility relocations. Proposed cross slopes are standardized at 2 percent with transition zones noted at specific stations to accommodate future aircraft arresting systems, reducing to 1.25 percent at designated locations. The file is dated June 5-8, 2026, and was prepared by Mead & Hunt, Inc. based in Middleton, Wisconsin, with the contract number 24082.
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COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM COMM COMM COMM COMM COMM
8' C.L. FENCE W/BARBED WIRE
144" X 96"
BH#01
G G G G G G G G G G G G G G G G G G G G G G G G 6" 6"
6" 6" 6" 6"
6"
2"
24"
6" SD
582583 580 579 578 578577
583 584
579580
578578
584 585
5 584
582583580 576577
582584
586588
3+ 00 4
11+
12 + 00
CONTRACTOR WORK LIMITS
CONTRACTOR WORK LIMITS
S S
S
S
S
S S S
S
S
S
S
S S
S S
S
S
S
S
S
S
S
S
S
1+
7 +
8 + 00
9 + 00
0 + 00
1+ 00
2 + 00
3 + 00
4 + 00
SD
579579580
580581 582 582583584
1+
7 +
8 + 00
9 + 00
0 + 00
1+ 00
2 + 00
3 + 00
4 + 00
585 SD
SD
SD
SD28.00'
5.00'
18" RCP
RELOCATED ROSSO HWY
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PROPOSED
PERIMETER RD.
6'' HG
6'' HG
6'' HG
6'' H G
6'' H G
6''
HG
6'' H
G
6'' H
G
6'' H
G
6'' MG
6'' MG
6'' M G
6'' M G
6'' M G
6''
MG
6'' M
G
6'' M
G
2 3
FES-8
FES-5
W
W
W
W
W
W W
W W
SU
G
AR
BU
SH
R
O
AD
SD
SD
SD
SD
SEE AIRFIELD PLANS
EL
EV
AT
IO
N
5.
5.
0+00
5.
5.
0+40
5.
5.
0+80
5.
5.
1+20
5.
5.
1+60
5.
6.
2+00
5.
6.
2+40
5.
6.
2+80
4.
6.
3+20
4.
6.
3+60
4.
6.
4+00
5.
6.
4+40
5.
6.
4+80
5.
6.
5+20
5.
6.
5+60
2.
5.
6+00
6.
5.
6+40
0.
5.
6+80
4.
5.
7+20
5.
5.
7+60
5.
5.
8+00
4.
5.
8+40
3.
5.
8+80
4.
5.
9+10
LO STA. 7+96.54
EL. 585.451
PVI STA. 0+00.00
EL. 585.13
L=200.00' m=0.15' k=334.04
PV
C
S
TA
. 6 +9
6.
EL
. 5
.6
PV
T
ST
A.
+9
6.
EL
. 5
.6
PVI STA 7+96.33
ELEV 585.30
PVI STA. 7+96.33
EL. 585.30
ROAD CENTERLINE
EXISTING GRADE
PROP
PERIMETER
ROAD CL
PV
I S
TA
. 7
+9 0.
EL
. 5
.2
FS:3+95.33
7.00%
NC:2+04.00
2.00%
LC:2+20.33 R
C
:2 +7
0.
125.00'
125.00'
16.33'
50.00'
CURVE-1
PROP DITCH LEFT
18" SD
INV. 580.42'
HI STA. 3+45.49
EL. = 586.541
PVI STA 3+20.49
ELEV 586.73
PV
C
S
TA
. 2 +2
0.
EL
. 5
.2
PV
T
ST
A.
+2
0.
EL
. 5
.4
3L=200.00' m=0.20' k=250.00
PVI STA. 3+20.49
EL. 586.73
STA. 3+37.00PROP PERIMETER ROAD CL
ROAD CENTERLINE EXISTING GRADE
ROAD CENTERLINE EXISTING GRADE
NC = NORMAL CROWN, LC = LEVEL CROWN, RC = REVERSE CROWN, FS = FULL SUPERELEVATION
(2) 6" GAS
3' MIN. BELOW PROP GRADE
PVI STA. 8+00.26
EL. 580.75
S=0.50% L=220.49
S=-0.30% L=275.84
S=0.30% L=697.13
S=-0.50% L=410.22
EXISTING DITCH CL
ST
A.
+0
TO
S
TA
. 9 +0
G
R
AD
IN
G
P
LA
N
P R
O
FI
LE
PE
R
IM
ET
ER
R O
AD
CG302
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLANG1
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA1 0 5' 10'
TR
U
E N
VERT:
40' 80'0
HOR:
MATCH LINE SEE SHEET CG303
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
3. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
4. ROAD UNDERDRAIN OUTLET. SEE DETAILS K8, G8, A4
AND A14 ON SHEET UP505.
5. CONNECT NORTH SIDE OF ROAD UNDERDRAIN TO
SOUTH UNDERDRAIN OUTLET UNDER ROADWAY.
SHEET 228 OF 467
W
W W
W W
W W
W W
W W
W
W
W
W W W W W W W W W W W W W W W W W W
BH#02 BH#03
583583
586 585
584 584 585
585 587
589590
596 594
588589
S S S
S S
S S
S S
S S S S S S S S S
S S S
S S
S S
S S
S S S S S S S S S S
11+
1137+00
1138+00
1139+00
97+00
97+21
0 + 00
5 +
5 + 97
00 14
21+
82+00
00 84
CONTRACTOR WORK LIMITS
586 586
583 584 585 586
585 586 5879
11+
581580
SD
SD
28.00' 5.00'
AIRFIELD CLEAR ZONE
LIMITS
SEE AIRFIELD GRADING
PLANS FOR GRADING AND
DRAINAGE REQUIREMENTS
RELOCATED IRWIN DRAIN
RELOCATED ROSSO HWY
PROPOSED
PERIMETER RD
6'' HG 6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG
6'' HG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG6'' MG
6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG
13+00 W
W
SD
SD
SD
SD
EL
EV
AT
IO
N
4.
5.
9+00
4.
5.
9+20
5.
5.
9+60
5.
5.
10+00
5.
6.
10+40
7.
6.
10+80
2.
6.
11+20
6.
6.
11+60
5.
6.
12+00
3.
6.
12+40
9.
6.
12+80
6.
6.
13+20
6.
6.
13+60
5.
7.
14+00
5.
7.
14+40
5.
7.
14+80
5.
7.
15+20 6.
7.
15+60
5.
7.
16+00
5.
7.
16+40
5.
7.
16+80
5.
7.
17+20
5.
7.
17+60
5.
7.
18+00
ROAD CENTERLINE
EXISTING GRADE
PROP DITCH LEFT
PROP PERIMETER ROAD CL
PVI STA. 16+93.25
EL. 584.20
PV
I S
TA
. 1
2+
.3
EL
. 5
.1
NC:11+45.40
2.00%
NC:16+08.55
2.00%
FS:13+75.77
6.70%
FS:9+20.40
7.00%
FS:13+86.86
6.70%
NC:16+94.27
2.00%
NC:11+54.08
2.00%
LC:16+71.15
LC:12+05.02
LC:10+95.40 LC:15+57.61
RC:16+94.27RC:12+55.96
RC:10+45.40 RC:15+06.67
105.73' 119.81'
20.40'
50.94' 50.94'50.94'
125.00'
119.81'
50.00' 105.73' 119.81'
20.40'
50.00'
125.00'
119.81'
CURVE-1 CURVE-2 CURVE-3
PROP DITCH RIGHT
HI STA. 16+93.25
EL. = 587.831
PVI STA 16+93.46
ELEV 587.98
PV
C
S
TA
. 1 5+
.4
EL
. 5
.6
PV
T
ST
A.
7+
.4
EL
. 5
.6 8L=200.00' m=0.15' k=334.04
PVI STA. 16+93.46
EL. 587.98
STA. 9+78.73 STA. 13+18.85 STA. 14+43.78 STA. 17+57.16
ROAD CENTERLINE EXISTING GRADE
PROP PERIMETER ROAD CL
NC = NORMAL CROWN, LC = LEVEL CROWN, RC = REVERSE CROWN, FS = FULL SUPERELEVATION
(2) 6" GAS
3' MIN. BELOW PROP GRADE
S=0.30% L=697.13
S=-0.30% L=3114.61
S=1.22% L=492.97
S=-0.50% L=1306.77
S=-0.50% L=410.22
S=0.93% L=349.76
PVI STA. 11+50.00
EL. 584.00
ST
A.
+0
TO
S
TA
. 1 8+
G
R
AD
IN
G
P
LA
N
P R
O
FI
LE
PE
R
IM
ET
ER
R O
AD
CG303
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
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FA
C
IL
IT
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S
AD
M
IN
IS
TR
AT
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N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLANG1
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA1
TRUE N
0 5' 10'
VERT:
40' 80'0
HOR:
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C G
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C G
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAIN TO BE RELOCATED BY OTHERS.
2. ROAD UNDERDRAIN OUTLET. SEE DETAILS K8, G8, A4 AND
A14 ON SHEET UP505.
3. CONNECT NORTH SIDE OF ROAD UNDERDRAIN TO SOUTH
UNDERDRAIN OUTLET UNDER ROADWAY.
SHEET 229 OF 467
W
W
W
W
W
W W
W W
W W
W W W W W W W W W W
W W
W W
W
W
W
W
W
W
W
W
E
E E
E E
E
E
E
BH#04
BH#05
586 585
584583
S
S
S
S
S
S
S
S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S S S S
S
S
S
S
S
S
S
S
21+
31+
CONTRACTOR WORK LIMITS
5+
6+
7+
8+
9+
21+
SD
SD
SD
SD
SD
SD
SEE AIRFIELD GRADING
PLANS FOR GRADING AND
DRAINAGE REQUIREMENTS
FES-1
18" RCP
RELOCATED IRWIN DRAIN
RELOCATED ROSSO HWY
PROPOSED
PERIMETER RD
6'' H G
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG 6'' HG 6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' MG
6'' MG
6'' MG6'' MG6'' MG6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
G
G
G
G
G
G
4 5
AL
S-
3N
AL
S-
3N
ALS-3N
ALS-3N
PLZ
IC
C
-E
IC
C-
E
ICC-E
ICC-E
IC
C
-C
IC
C-
C
ICC-C
ICC-C
PLZ
AL
S-
3NIC
C-
C
IC
C- E
C P
CP
CP
CP
CP
PLZ
DU
CT
-C E
DU
CT
-C E
PLZ
PLZ
AL
S-
3NIC
C-
C
CP
CP
IC
C-
E
IC
C-
C
IC
C- E
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
DU
CT
-C E
EL
EV
AT
IO
N
5.
7.
18+00
4.
7.
18+40
4.
7.
18+80
3.
7.
19+20
2.
7.
19+60
2.
7.
20+00
2.
6.
20+40
3.
6.
20+80
5.
6.
21+20
2.
6.
21+60
6.
6.
22+00
4.
6.
22+40
5.
6.
22+80
5.
6.
23+20
5.
5.
23+60
5.
5.
24+00
5.
5.
24+40
5.
5.
24+80
5.
5.
25+20
5.
5.
25+60
5.
5.
26+00
4.
5.
26+40
4.
5.
26+80
4.
4.
27+00
ROAD CENTERLINE
EXISTING GRADE
PROP PERIMETER ROAD CL
FS:18+14.08
6.70%
14.08'
14.08'
CURVE-3
PROP DITCH RIGHT
FES-1
STA: 25+00.08
RIM: 581.52
INV. OUT: 580.19
285.11' - 18" RCP
GRADE = 0.52%
TUCKER JONES DRAIN
ROAD CENTERLINE EXISTING GRADE
PROP PERIMETER ROAD CL
NC = NORMAL CROWN, LC = LEVEL CROWN, RC = REVERSE CROWN, FS = FULL SUPERELEVATION
(2) 6" GAS
3' MIN. BELOW PROP GRADE
S=-0.30% L=3114.61
S=-0.50% L=1306.77
ST
A.
8+
T
O S
TA
. 2
7+
G R
AD
IN
G P
LA
N
P
R O
FI
LE
PE
R
IM
ET
ER
R
O
AD
CG304
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
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IS
SU
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SI
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M
AR
K
D
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C R
IP
TI
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D
AT
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SHEET ID
KL
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SH
G
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W
DR
P
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1/
0.
JL
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FI
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N
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B -3
0% F
IN
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BM
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G E
AI
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N
AL
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D B
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C R
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AI
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SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLANG1
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA1
TR
UE
N
0 5' 10'
VERT:
40' 80'0
HOR:
M
ATCH LINE SEE SHEET CG303
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CG
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
3. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
4. ROAD UNDERDRAIN OUTLET. SEE DETAILS K8, G8, A4
AND A14 ON SHEET UP505.
5. CONNECT NORTH SIDE OF ROAD UNDERDRAIN TO
SOUTH UNDERDRAIN OUTLET UNDER THE ROADWAY.
SHEET 230 OF 467
W
W
W W
W W
W W
W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
W
E
BH#06 BH#07
BH#08
579581
583 584
582583
589588
7 58
578 579 580 581 582 583 584 585 586 587
582583584585586
580 581 582
S
S
S
S
S
S
S S
S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S S S
S
S
S
S
S
S
S
S
S
31+
00 33
41+
CONTRACTOR WORK LIMITS
215+00
216+00
581582
580 580 581581 582
579 579580
580581582583
31+
00 33
584585
583584
SD
SD
SD
SD
SEE AIRFIELD GRADING
PLANS FOR GRADING AND
DRAINAGE REQUIREMENTS
FES-3
18" ???
18" RCP
RELOCATED IRWIN DRAIN
RELOCATED ROSSO HWY
PROPOSED
PERIMETER RD
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG 6'' HG 6'' HG 6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' M G
6'' M G
6'' M G
6'' MG
6'' MG6'' MG6'' MG6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
G
G
G
G
2 3
ALS-3N
PL
Z
ICC-E
ICC-C
PL
Z
AL
S-
3N
IC
C- C
IC
C-
E
CP
DU
CT
-C E
PL
Z
CP
CP
CP
CP
CP E
LOC01
LOC01
LOC01
LOC01
LOC01
LOC19C
LOC19C
LOC19C
LOC19C
LOC19C
C
LOC19CLOC19C
LOC19C
LOC19C
LOC19C
4800V
4800V
4800V
4800V
4800V
4800V
4800V
CP
CP
CP
CP
CP
CP
CP
CP
C
E
FOC-ILSFOC-ILS
FOC-ILS
FOC-ILS
FOC-ILS
DU
CT
-C E
4.
4.
27+00
4.
4.
27+20
6.
4.
27+60
7.
4.
28+00
8.
4.
28+40
7.
4.
28+80
6.
4.
29+20
5.
4.
29+60
5.
4.
30+00
0.
3.
30+40
6.
3.
30+80
8.
3.
31+20
8.
3.
31+60
7.
3.
32+00
7.
3.
32+40
7.
3.
32+80
7.
3.
33+20 7.
2.
33+60
7.
2.
34+00
7.
2.
34+40
7.
2.
34+80
7.
2.
35+20
7.
2.
35+60
7.
2.
36+00
PROP DITCH RIGHT
PROP PERIMETER ROAD CL
PV
I S
TA
. 3
0+
.0
EL
. 5
.7
PVI STA. 35+00.00
EL. 580.20
NC:34+69.07
2.00%
FS:32+47.38
6.70%
LC:34+18.13
RC:33+67.19
50.94'
547.38'
50.94'
119.81'
547.38' 119.81'
CURVE-3
FES-3
STA: 27+99.73
RIM: 580.03
INV. IN: 578.70
285.11' - 18" RCP
GRADE = 0.52%
ROAD CENTERLINE
EXISTING GRADE
EMBANKMENT, CIP (BY OTHERS)
18" GRANULAR MATERIAL, MDOT CL II (BY OTHERS) 12
STA. 33+04.30
ROAD CENTERLINE EXISTING GRADE
PROP PERIMETER ROAD CL
NC = NORMAL CROWN, LC = LEVEL CROWN, RC = REVERSE CROWN, FS = FULL SUPERELEVATION
(2) 6" GAS
3' MIN. BELOW PROP GRADE
S=-0.30% L=3114.61
PROP DITCH LEFT
PVI STA. 35+50.01
EL. 580.17
S=-.50% L=1257.99
S=-.57% L=1154.36
ST
A.
7+
T
O S
TA
. 3
6+
G R
AD
IN
G P
LA
N
P
R O
FI
LE
PE
R
IM
TE
R R
O
AD
CG305
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLANG1
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA1 0 5' 10'
VERT:
40' 80'0
HOR:
M
ATCH LINE SEE SHEET CG
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C G
TRUE N
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
3. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
4. ROAD UNDERDRAIN OUTLET. SEE DETAILS K8, G8, A4
AND A14 ON SHEET UP505.
5. CONNECT NORTH SIDE OF ROAD UNDERDRAIN TO
SHEET 231 OF 467
SD
SD
SD
SD
SD
W
W
W
W
W
W W
W W
W W
W W
W W
W W W W W W W W
W
W
W
W W W W W W W W W W W W W W W W
8' C.L.
F
ENCE W
/B
ARBED W
IR
EBH#0
BH#0
BH#1
581582
582 582583584585
580 581
4 57
582583584585
577577
579 580 581 582 583 584 585 586 58
S S S S S S S
S
S
S
S S S S
S
S
S
S
S
S S S S S S S S S S S S S S S
S
S
S
S
S
S
41+
2 + 00
3 + 00
4 + 00
4 + 58
1159 + 00
1160 + 00
1161+ 00
1162 + 00
1163 + 00
1164 + 00
CONTRACTOR WORK LIMITS
SD SD SD SD
581 580
581581580
576576
580 579
579581
41+
2 + 00
3 + 00
4 + 00
4 + 58
582 581
SD
SD
SEE AIRFIELD GRADING
PLANS FOR GRADING AND
DRAINAGE REQUIREMENTS
12" RCP
FES-6
FES-7
AIRFIELD CLEAR
ZONE LIMITS
RELOCATED IRWIN DRAIN
RELOCATED ROSSO HWY
PROPOSED
PERIMETER RD
FALCON DRIVE
6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' H
G
6'' H
G
6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' M G
2 3
E
EEE
E E
X
XX
X
X
LO
C19
C
LO
C19
C
LO
C19
C
LOC19CLOC19CLOC19CLOC19CLOC19CLOC19C
FO
C-IL
S
FO
C-IL
S
FO
C-IL
S
C
V
V
V
V
V
V
V
4800V4800V4800V4800V4800V4800V4800V4800V
E
CP
CP
CPCPCPCPCPCPCPCPCP
FO
FO
FO
FO
FOFOFOFOFOFOFO
FO
FO
M
CP
CP
CP
CP
CP
FOC-ILSFOC-ILSFOC-ILSFOC-ILSFOC-ILSFOC-ILS
EL
EV
AT
IO
N
7.
2.
36+00
6.
2.
36+40
6.
2.
36+80
6.
1.
37+20
6.
1.
37+60
7.
1.
38+00
7.
1.
38+40
7.
1.
38+80
7.
1.
39+20
7.
1.
39+60
7.
1.
40+00
6.
0.
40+40
6.
0.
40+80
6.
0.
41+20
6.
0.
41+60
6.
0.
42+00
0.
0.
42+40
8.
0.
42+80
9.
0.
43+20
9.
9.
43+60
7.
9.
44+00
3.
9.
44+40
5.
9.
44+80
7.
9.
45+00
ROAD CENTERLINE
EXISTING GRADE
PROP PERIMETER ROAD CL
PROP DITCH RIGHT
FES-6
STA: 39+45.06
RIM: 578.74
INV. OUT: 577.65
221.23' - 12" RCP
GRADE = 0.57%
FES-7
STA: 41+66.17
RIM: 577.47
INV. IN: 576.38
FS:42+74.81
7.00%
NC:40+49.81
2.00%
LC:40+99.81 RC:41+49.81
125.00'
125.00'
50.00' 50.00'
CURVE-4
EMBANKMENT, CIP (BY OTHERS)
18" GRANULAR MATERIAL, MDOT CL II (BY OTHERS)
STA. 42+16.48
ROAD CENTERLINE EXISTING GRADE
PROP PERIMETER ROAD CL
NC = NORMAL CROWN, LC = LEVEL CROWN, RC = REVERSE CROWN, FS = FULL SUPERELEVATION
(2) 6" GAS
3' MIN. BELOW PROP GRADE
S=-0.30% L=3114.61
S=-0.57% L=1154.36
S=-0.50% L=1357.99
PROP DITCH LEFT
ST
A.
6+
T
O S
TA
. 4
5+
G R
AD
IN
G P
LA
N
P
R O
FI
LE
PE
R
IM
ET
ER
R
O
AD
CG306
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLANF1
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA1 0 5' 10'
VERT:
40' 80'0
HOR:
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C G
M
ATCH LINE SEE SHEET CG
TRUE N
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
3. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
4. ABANDONED TEMPORARY CULVERT TO REMAIN AND
FILLED WITH NON-STRUCTURAL FLOWABLE FILL.
5. ROAD UNDERDRAIN OUTLET. SEE DETAILS K8, G8, A4
AND A14 ON SHEET UP505.
6. CONNECT NORTH SIDE OF ROAD UNDERDRAIN TO
SHEET 232 OF 467
SD SD SD SD
W
6" C.L. FENCE
8' C.L. FENCE W/BARBED WIRE
BH#10
36" 36"
576577
578 577
576576
576578
578576
576577
S
S
S
S
S
S
S
S
S
S
S S S S S
44+
00 47
51+
S S S S S S
51+
CONTRACTOR WORK LIMITS
CONTRACTOR WORK LIMITS
SD
576 577 578 579 580 581581
574575 576 577
574575576
576 578
44+
00 47
51+
578 578578
580SD
SD SD
576577578
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PROPOSED
PERIMETER RD
6'' HG
6'' HG
6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG 6'' HG
6' ' H
G
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG 6'' MG
M G
M G
FES-12 36" RCP FES-11
18" RCP SEE PROFILE A12 THIS SHEET
FES-10
FES-9
4 5
4 5
EL
EV
AT
IO
N
7.
9.
45+00
9.
9.
45+20
8.
9.
45+60
8.
9.
46+00
9.
9.
46+40
8.
9.
46+80
8.
8.
47+20
8.
8.
47+60
8.
8.
48+00
8.
8.
48+40
8.
8.
48+80
8.
49+20
8.
49+60
8.
50+00
PVI STA. 49+08.05
EL. 578.34
ROAD CENTERLINE
EXISTING GRADE
PROP PERIMETER ROAD CL
PROP DITCH RIGHT
PVI STA. 46+54.34
EL. 573.58
PVI STA. 49+10.00
EL. 573.15
NC:49+32.27
2.00%
FS:47+07.27
7.00%
LC:48+82.27
RC:48+32.27
207.27' 125.00'
50.00'
207.27'
50.00'
125.00'
CURVE-4
STA. 47+65.60
ROAD CENTERLINE EXISTING GRADE
PROP PERIMETER ROAD CL
NC = NORMAL CROWN, LC = LEVEL CROWN, RC = REVERSE CROWN, FS = FULL SUPERELEVATION
(2) 6" GAS
3' MIN. BELOW PROP GRADE
S=-0.30% L=3114.61
S=-0.57% L=1154.36
S=-0.17% L=255.66
110.23' - 36" RCP
GRADE = 0.11%
FES-12
STA: 45+40.86
RIM: 576.76
INV. OUT: 573.67
FES-11
STA: 46+36.19
RIM: 576.64
INV. IN: 573.55
(2) EX. 36" ???
18" SD
INV. 573.26'
S=-0.50% L=1357.99
PVI STA. 49+07.98
EL. 573.38
PROP DITCH LEFT
69.04' - 18" RCP
GRADE = 0.33%
FE
S-
ST
A:
+2 2.
IN
V.
IN
: 5
.1
FE
S-
ST
A:
+9 1.
IN
V.
O
U T:
.3
ST
A.
5+
T
O S
TA
. 5
0+
G R
AD
IN
G P
LA
N
P
R O
FI
LE
PE
R
IM
ET
ER
R
O
AD
CG307
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLANG1
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA1 0 5' 10'
VERT:
40' 80'0
HOR:
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CG
TRUE N
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. ROAD UNDERDRAIN OUTLET. SEE DETAILS K8, G8, A4
AND A14 ON SHEET UP505.
3. CONNECT NORTH SIDE OF UNDERDRAIN TO SOUTH
UNDERDRAIN OUTLET UNDER THE ROADWAY.
4. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
5. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
6. FLARED END SECTION STEEL BARRIER MANPROOFING,
SEE DETAIL A2, SHEET UP503.
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILEA12 0 5' 10'
VERT:
40' 80'0
HOR: SHEET 233 OF 467
BH
#01
578 57
3+00
4+00
10+00
11+00
CONTRACTOR WORK LIMITS
S S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
6+00
7+00
8+00
9+00
1+
2 + 00
3 + 00
SD
6+00
7+00
8+00
9+00
1+
2 + 00
3 + 00
SD
SD
SD
28.00'
5.00'
" R
CP
PRO
PO
SED
PERIM
ETER RD
RELO
CATED
IRW
IN DRAIN R
ELO
C
ATED
R
O
SSO
H W
Y
6'' H G
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' M G
6'' M G
6'' M G
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
2 3
FES-8
FES-5
FO
FO
FO
FO
FOM
SD
SD
SD
SD
W
W
W
W
W
W W W W
SEE AIRFIELD GRADING AND
UTILITY PLANS FOR GRADING
AND UTILITY REQUIREMENTS
EL
EV
AT
IO
N
-0+20
3.
6.
0+00
8.
7.
0+40
5.
7.
0+80
6.
7.
1+20
9.
7.
1+60
3.
7.
2+00
5.
6.
2+40
5.
3.
2+80
4.
5.
3+20
5.
7.
3+60
4.
4+00
4.
4+40
4.
4+80
LO STA. 2+80.66
EL. 583.842
PV
I S
TA
. 0
+0 0.
EL
. 5
.9
PVI STA. 2+63.66
EL. 584.52 PV
I S
TA
. 3 +5
0.
EL
. 5
.1
PV
I S
TA
. 3
+7 0.
EL
. 5
.5
PVI STA. 2+36.66
EL. 586.41
L=25.00' m=0.38' k=2.07
PVC STA. 2+66.17
EL. 584.35
PVT STA. 2+91.17
EL. 584.11
PVI STA 2+78.66
ELEV 583.47
PVI STA. 2+78.66
EL. 583.47
96.10' - 18" RCP
GRADE = 0.63%
FES-8
STA: 2+07.49
INV. IN: 580.14 FES-5
STA: 3+07.68
INV. OUT: 580.75
HI STA. 2+05.91
EL. = 587.555
PVI STA 2+19.77
ELEV 587.60
PVC STA. 2+04.76
EL. 587.55
PVT STA. 2+34.76
EL. 586.55
L=30.00' m=0.27' k=4.12
PVI STA. 2+19.77
EL. 587.60
PERIMETER RD C.L.
2+50.16
EL. 585.47
S=-7.00% L=27.07
S=-7.00% L=2.51
S=5.07% L=59.77
S=2.00% L=20.00
S=0.28% L=204.76
S=-7.00% L=1.91
ROAD CENTERLINE
EXISTING GRADE
PROP SUGARBUSH ROAD CL
ROSSO HWY GRADES
SU
G
AR
BU
SH
R
O
AD
G R
AD
IN
G P
LA
N
PE
R
IM
ET
ER
R
O
AD
CG308
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
GRADING PLAN - SUGARBUSH ROADG8
PLAN
NORTH
40' 80'0
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILE - SUGARBUSH ROADB8 0 5' 10'
TRUE N
VERT:
40' 80'0
HOR:
MAT
CH
LI
NE
S
EE
S
HE
ET
C
G30
SEE SHEET CG302
CG302
CG303
CG304 CG305
CG306
CG307
CG308
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
3. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
SHEET 234 OF 467
-0+20
9.
0+00
9.
9.
0+40
9.
9.
0+80
9.
9.
1+20
9.
0.
1+60
3.
0.
2+00
9.
0.
2+40
9.
0.
2+80
7.
0.
3+20
8.
1.
3+60
7.
1.
4+00
7.
1.
4+40 4+59.51
PV
I S
TA
. 0
+0 0.
EL
. 5
.2
PV
I S
TA
. 4
+4 2.
EL
. 5
.9
L=100.00' m=0.06' k=201.46
PV
C
S
TA
. 2 +7
5.
EL
. 5
.5
PV
T
ST
A.
+7
5.
EL
. 5
.3
PVI STA 3+25.21
ELEV 580.82
PV
I S
TA
. 3
+2 5.
EL
. 5
.8
12" SD
INV. 576.64'
S=0.50% L=274.98
S=1.00% L=67.30
PROP FALCON ROAD CL
ROAD CENTERLINE
EXISTING GRADE
ROSSO HWY GRADES
47+00
S
S
S
S
S
S
S
S
S
S
41+00
42+00
1+
4+00
4+58
SD
SD
SD
6 57
7 57 8 57
9 58
41+00
42+00
1+
4+00
4+58
CONTRACTOR WORK LIMITS
FES-7
" R
CP
RELO
CATE
D
ROSSO H
W
Y
PROPOSED
FALCON RD
6'' HG
6'' HG
6'' HG
6'' HG
6'' HG
6'' MG
6'' MG
6'' MG
6'' MG
6'' MG
SEE AIRFIELD GRADING AND
UTILITY PLANS FOR GRADING
AND UTILITY REQUIREMENTS
FA
LC
O N
R O
AD
G
R
AD
IN
G
P
LA
N
PE
R
IM
ET
ER
R O
AD
CG309
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
SCALE: HOR: 1" = 40', VERT: 1" = 5'
PROFILE - FALCON ROADB8 0 5' 10'
VERT:
40' 80'0
HOR:
SCALE: 1" = 40'
GRADING PLAN - FALCON ROADG8
PLAN
NORTH
40' 80'0
TRUE N
MATCH LINE SEE SHEET CG306
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C G
CG302
CG303
CG304 CG305
CG306
CG307
KEY PLAN
CONCRETE PAVEMENT / SIDEWALK
GRAVEL - SMALL VEHICLE
S
CONTRACTOR WORK LIMITS
HMA (HOT MIX ASPHALT) PAVEMENT
SECURITY FENCE
SHEET LEGEND
DITCH CENTER LINE
PROPOSED CONTOUR & ELEVATION MAJOR600
PROPOSED CONTOUR & ELEVATION MAJOR601
CG308 CG309
SHEET KEYNOTES
1. GAS MAINS TO BE RELOCATED BY OTHERS.
2. FLARED END SECTION. SEE DETAIL A10, SHEET UP503.
3. OUTLET PROTECTION. SEE DETAIL G14, SHEET UP505.
SHEET 235 OF 467
580.0
578.0 578.0578.0
579.0
579.0
581.0
581.0
C B
FR
FR
UD
UD
FR
C B
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R R RR R
R RR R
B
B B B B B B B
B
B
B
B
B
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.6
0.4
0.4
0.5
0.6
0.7
0.8
0.8
0.4
0.5
0.6
0.7
0.9
1.0
1.1
0.3
0.4
0.5
0.6
0.7
0.7
0.8
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.3
0.2
0.2
0.1
0.1
0.0
9.9
0.2
0.4
0.7
1.0
1.3
0.9
0.6
0.3
0.1
0.4
0.7
1.0
1.0
0.8
0.5
9.9
9.4
9.8
9.1
9.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
9.9
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
8.9
9.3
9.1
8.7
8.6
8.5
8.3
9.0
8.9
8.9
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.1
8.1
8.1
8.9
8.9
8.9
8.8
8.8
8.7
8.7
8.6
8.6
8.5
8.4
8.4
8.3
8.2
8.2
8.1
7.3
8.0
8.0
7.9
7.8
7.7
7.6
7.7
7.9
8.4
8.6
8.8
8.3
8.5
9.4
9.7
9.1
9.9
9.5
9.3
0.1
580.25
0.0
8.9
578.63 57 8.2
578.14
9.0
9.3
8.7
8.9
0.5
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SHEET OF 467
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
JU
N E
5, AN
SI
D
M
EA
D
H U
N T, IN
C
D
EM
IN
G W
AY
M
ID
D
LE
TO
N , W
I
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
M C
C A
M
IT
IG
AT
E R
U N
W
AY
E N
C R
O
AC
H M
EN
T
Y
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
M
JR
D
LU
PA
B
D R
P
PR
O
PO
SE
D
E
LE
VA
TI
O N
S
CP601
RUNWAY 01-19
KEY MAP
M
AT
C H
L
IN
E
- N
EX
T
SH
EE
T
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
NOTE:
1. THE PROPOSED RUNWAY ASPHALT PAVEMENT IS EXPECTED TO BE MILLED AND OVERLAID
PRIOR TO THE START OF THIS PROJECT. EXISTING ELEVATIONS MAY CHANGE FOLLOWING
THAT PAVING PROJECT.
2. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
MATCH EXISTING
PAVEMENT EDGES (TYP)
ABI 001
ABI 001
ABI 001
.0
' T
YP
25.0' 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 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
MH
MH
D D
D D
D
D
D
D
C B
C B
C B
FR
UD
C B
C B
R R
R R
R R
R R R R
R R
R Y
R Y
PLZ
PLZ
PLZ
PLZ
B
B
B
9.9
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
9.6
0.3
9.6
0.3
9.6
2 57 9.7
579.57
0.5
9.7
0.5
9.8
0.5
9.9
0.5
9.9
0.5
9.8
0.5
9.8
0.5
9.8
9.8
0.4
0.4
0.4
0.4
0.4
9.9
9.9
0.4
0.4
0.4
0.4
9.9
9.9
9.9
0.4
0.4
0.4
0.1
580.33
0.1
0.0
9.9
580.10
0.4
0.4
9.9
9.9
0.1
0.1
0.4
0.4
579.96
0.4
579.96
0.4
9.9
0.1
0.1
0.1
580.48
0.3
580.47
580.17
579.97
0.2
95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.9
9.9
9.9
9.9
9.9
580.51
0.4
0.0
9.9
9.9
7 58 0.0
???58 0.3
0.3
0.0
0.2
0.5
0.7
0.5
0.5
0.3
580.16
0.2
580.38
580.39
580.26
9.7
9.8
9.9
9.9
580.44 58 0.4
3 58 0.4
580.38 580.47580.48
0.4
0.3
9.9
9.9
9.9
0.3
0.3
0.0
3 580.27
0.1
0.2
0.4
0.4
580.15
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
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J
K
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M
N
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BM
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D B
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D R
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CP602
KEY MAP
MATCH EXISTING
PAVEMENT EDGES, TYP.
RUNWAY 01-19
M
AT
C H
L
IN
E
- N
EX
T
SH
EE
T
M
AT
C H
L
IN
E
- P
R
EV
IO
U
S
SH
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T
TA
XI
W
AY
G
TA
XI
W
AY
E
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
MATCH EXISTING
PAVEMENT EDGES, TYP.
ABI 001
ABI 001
ABI 001
ABI 002
ABI 001
ABI 002
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
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 E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
581.0
581.0
D
D
D
C B
C B
C B
FR
UD
UD
FR
R YR YR YR Y
R Y R Y R Y R Y
JC
-1
E E
PLZ
PLZ
PLZ
PLZ
PLZ
PLZ
PLZ
PLZ
9.9
0.1
0.4
0.4
9.9
0.1
9.9
0.1
0.4
9.9
0.4
9.9
0.1
0.4
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.4
0.1
9.9
9.9
0.1
0.4
0.4
0.1
9.9
0.4
0.1
9.9
9.9
0.1
0.4
0.4
0.1
9.9
9.9
0.1
0.4
0.4
0.1
9.9
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
0.4
0.1
9.9
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
0.3
0.0
9.8
0.3
0.0
9.8
0.3
0.0
9.8
0.3
0.0
9.8
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
9.9
0.1
0.4
0.4
0.1
9.9
9.9
0.1
0.4
103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
0.1
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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N
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B
Y:
C O
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TR
AC
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N O
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C
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AT
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N N
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IS
SU
E D
AT
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SI
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M
AR
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C R
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D
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SHEET ID
SHEET OF 467
MI ANGB
ST
AT
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F M
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AN
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TM
EN
T
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TE
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G Y, ST
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FA
C
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IT
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S
AD
M
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IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
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H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
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5, AN
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G W
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CP603
KEY MAP
RUNWAY 01-19
M
AT
C H
L
IN
E
- N
EX
T
SH
EE
T
M
AT
C H
L
IN
E
- P
R
EV
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SH
EE
T
' T
YP
' T
YP
' T
YP
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
MATCH EXISTING
PAVEMENT EDGES, TYP.
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
MATCH EXISTING
PAVEMENT EDGES, TYP.
ABI 001
ABI 002
ABI 002
ABI 001
ABI 001
ABI 002
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
580.5
580.5
579.0
580.0
580.0
581.0
581.0
578.5
579.5
579.5
580.5
580.5
579.0
9.0
580.0
580.0
581.0
581.0
579.5
579.5
580.5
580.5
8.
578.0
578.0
DD
C B
C B
C B
C B
UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD
UD
UD UD UD UD UD UD UD UD UD UD
FR
FR
FR
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
9.8
0.0
0.3
0.3
0.0
9.8
9.8
0.0
0.3
9.9
0.1
0.4
9.9
0.1
0.4
0.4
0.1
9.9
9.9
0.1
0.4
0.4
0.1
9.9
0.4
0.4
0.4
0.4
0.1
9.9
0.1
9.9
0.1
9.9
9.9
0.1
0.4
0.4
0.1
9.9
9.9
0.1
0.4
9.8
0.0
0.3
9.8
0.0
0.3
9.8
0.3
9.8
0.0
0.0
0.3
0.3
0.0
9.8
9.7
9.9
0.2
0.2
0.1
9.9
9.9
0.1
0.4
0.4
0.1
9.9
0.4
0.1
9.9
0.4
0.1
9.9
0.4
0.1
9.9
0.3
0.0
9.8
9.8
0.0
0.3
0.3
0.0
9.8
0.3
579.81
0.2
580.23
0.2
0.1
0.1
0.1
9.6
0.2
0.1
0.1
0.1
9.6
0.1
0.4
0.7
0.9
1.1
0.9
0.7
0.4
0.4
0.7
0.9
581.18
0.9
0.7
0.4
0.4
0.7
0.9
1.1
0.9
0.7
0.4
0.4
0.6
0.9
1.1
0.9
0.6
0.4
0.4
0.6
0.9
1.1
0.9
0.6
0.4
0.4
0.6
0.9
1.1
0.9
0.6
0.4
0.4
0.6
0.9
581.14
0.9
0.6
0.4
0.4
0.6
0.9
1.1
0.9
0.6
0.4
0.4
0.6
0.8
1.1
0.8
0.6
0.4
0.4
0.6
0.8
1.1
0.8
0.6
0.4
0.4
0.6
0.8
1.1
0.8
0.6
0.4
0.4
0.6
0.8
581.11
0.8
0.6
0.4
0.4
0.6
0.8
1.1
0.8
0.6
0.4
0.3
0.6
0.8
1.0
0.8
0.6
0.3
0.3
0.6
0.8
1.0
0.8
0.6
0.3
0.3
0.6
0.8
1.0
0.8
0.6
0.3
0.3
0.6
0.8
581.07
0.8
0.6
0.3
0.3
0.6
0.8
1.0
0.8
0.6
0.3
0.3
0.5
0.8
1.0
0.8
0.5
0.3
0.3
0.5
0.8
1.0
0.8
0.5
0.3
0.3
0.5
0.8
1.0
0.8
0.5
0.3
0.3
0.5
0.8
0.8
0.5
0.3
0.2
0.5
0.7
0.9
1.1
0.9
0.7
0.5
111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.0
0.2
9.7
9.7
9.6
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.7
9.7
9.7
9.7
9.7
9.7
0.2
9.9
9.7
9.6
9.6
9.6
9.9
0.1
0.1
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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N
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B
Y:
C O
N
TR
AC
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N O
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N N
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SU
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SI
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C R
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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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N D
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N A
N D
C O
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ST
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N
LA
N C
IN
G
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H
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M
AN
AG
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T, A N
D B
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5, AN
SI
D
M
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D
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N T, IN
C
D
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G W
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M
ID
D
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N , W
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PR
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C
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AI
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FI
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D
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PR
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M
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M C
C A
M
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W
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C R
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AC
H M
EN
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TY
PE
B -3
0% F
IN
AL
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BM
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M
JR
D
LU
PA
B
D R
P
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PO
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D
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VA
TI
O N
S
CP604
KEY MAP
RUNWAY 01-19
M
AT
C H
L
IN
E
- N
EX
T
SH
EE
T
M
AT
C H
L
IN
E
- P
R
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IO
U
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SH
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T
MATCH EXISTING
GRADES (TYP)
' T
YP
' T
YP
' T
YP
' T
YP
' T
YP
' T
YP
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
MATCH EXISTING
PAVEMENT EDGES, TYP.
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
ABI 002
ABI 001
ABI 001
ABI 002
BASE BID
BASE BID
.7
5' T
YP
20.00' TYP
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
579.0
580.0
579.5
579.5
580.5
580.5
579.0
579.0
580.0
580.0
579.5
579.5
580.5
580.5
577.0
577.0
578.0
DD
D
C B
C B
C B
C B
C B
C B
UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD
FR
FR
C B
C B C B
U
D FR
FR
U D
P P
P P
W W
W W
W W
W W
W W
W W
W Y
W Y
JC
-3
0.1
9.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
9.9
9.9
9.9
9.9
9.9
9.8
9.6
0.1
0.0
0.0
0.0
0.0
0.0
0.0
9.9
9.9
9.9
9.9
9.9
579.38
9.8
9.8
9.3
9.3
9.8
9.3
9.8
9.5
9.3
9.4
9.6
9.9
9.9
9.6
9.4
9.5
9.5
9.5
9.8
9.9
9.6
9.4
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.4
9.8
9.5
9.3
9.8
9.5
9.3
9.8
9.5
9.3
9.8
9.5
0.3
0.5
0.8
581.04
0.8
0.5
0.3
0.3
0.5
0.8
1.0
0.8
0.5
0.3
0.3
0.5
0.7
1.0
0.7
0.5
0.3
0.3
0.5
0.7
1.0
0.7
0.5
0.3
0.3
0.5
0.7
1.0
0.7
0.5
0.3
0.3
0.5
0.7
581.00
0.7
0.5
0.3
0.2
0.5
0.7
1.0
0.7
0.5
0.2
0.2
0.5
0.7
0.9
0.7
0.5
0.2
0.2
0.5
0.7
0.9
0.7
0.5
0.2
0.2
0.5
0.7
0.9
0.7
0.5
0.2
0.2
0.5
0.7
580.97
0.7
0.5
0.2
0.2
0.4
0.7
0.9
0.7
0.4
0.2
0.2
0.4
0.7
0.9
0.7
0.4
0.2
0.2
0.4
0.7
0.9
0.7
0.4
0.2
0.2
0.4
0.7
0.9
0.7
0.4
0.2
0.2
0.4
0.7
580.94
0.7
0.4
0.2
0.2
0.4
0.6
0.9
0.6
0.4
0.2
0.2
0.4
0.6
0.9
0.6
0.4
0.2
0.2
0.4
0.6
0.9
0.6
0.4
0.2
0.2
0.4
0.6
0.9
0.6
0.4
0.2
0.2
0.4
0.6
580.90
0.6
0.4
0.2
0.1
0.4
0.6
0.8
0.6
0.4
0.1
0.1
0.4
0.6
0.8
0.6
0.4
0.1
0.1
0.4
0.6
0.8
0.6
0.4
0.1
0.1
0.4
0.6
0.8
0.6
0.4
0.1
0.1
0.4
0.6
580.87
0.6
0.4
0.1
0.1
0.3
0.6
0.8
0.6
0.3
0.1
0.1
0.3
0.6
0.8
0.6
0.3
0.1
0.1
0.3
0.6
0.8
0.6
0.3
0.1
0.1
0.3
0.6
0.8
0.6
0.3
0.1
0.1
0.3
0.5
580.83
0.5
0.3
0.0
119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.3
9.5
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.5
0.5
0.3
0.0
0.8
0.0
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.3
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
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
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M
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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
ST
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F M
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TM
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M
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TR
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N D
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N A
N D
C O
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ST
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D
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N
LA
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IN
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AI
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PR
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M C
C A
M
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PE
B -3
0% F
IN
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BM
IT
TA
L
M
JR
D
LU
PA
B
D R
P
PR
O
PO
SE
D
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VA
TI
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S
CP605
KEY MAP
M
AT
C H
L
IN
E
- P
R
EV
IO
U
S
SH
EE
T
M
AT
C H
L
IN
E
- N
EX
T
SH
EE
T
MATCH EXISTING
GRADES (TYP)
RUNWAY 01-19
' T
YP
' T
YP
' T
YP
' T
YP
' T
YP
' T
YP
(EXISTING ASPHALT)
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND
PROVIDE TO THE CONTRACTING OFFICER PRIOR TO THE START OF WORK.
ANY MODIFICATIONS WILL BE PROVIDED TO THE CONTRACTOR FOR
INCORPORATING INTO THE AS-BUILT DRAWINGS.
BASE BID
BASE BID
ABI 002
ABI 001
ABI 001
ABI 002
.7
5' T
YP
20.00' 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
576.0
6.
7.0
578.0
578.0
D
D
D
D
D
D
D
D
C B
C B
C B
C B
FR
FR
FRFR
D
C B
C B
W W
W W
W W
W W
W W
W W
W W
W W
JC
-4
9.9
579.64
9.4
9.6
9.9
9.9
9.6
9.4
9.3
9.5
9.8
9.9
9.6
9.4
9.4
9.6
9.9
9.3
9.5
9.8
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.8
9.5
579.35
9.5
9.2
9.4
9.4
9.2
9.2
9.4
9.1
9.3
9.3
9.1
9.2
9.4
9.4
9.2
9.3
9.5
9.5
9.3
9.3
9.5
9.5
9.3
9.2
9.4
9.4
9.2
9.3
9.5
9.5
9.3
9.4
9.5
9.6
9.4
4 57 9.6
9.4
8 57 9.6
9.5
2 57 9.7
9.5
6 57 9.7
9.6
0 57 9.7
9.6
9.6
9.8
9.7
9.6
9.6
9.7
9.7
9.5
9.5
9.7
9.6
9.5
9.4
9.6
9.6
9.4
9.9
9.6
9.4
9.4
9.6
9.6
9.6
9.6
9.5
9.9
9.9
9.9
9.9
9.3
579.50
9.8
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.5
9.6
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.6
9.6
9.8
0.0
0.0
9.8
9.7
9.6
9.8
0.0
0.0
9.7
9.6
9.6
9.7
9.9
9.9
9.7
9.6
9.5
9.7
9.9
9.9
9.7
9.5
9.5
9.7
9.9
9.5
9.7
0.0
127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00
579.58
9.8
9.5
9.8
9.4
9.5
9.5
9.4
579.51
9.5
9.6
9.8
9.7
9.7
9.7
9.6
9.6
9.7
9.7
9.8
9.8
9.8
9.8
9.7
9.7
9.8
9.8
9.8
9.7
9.8
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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C O
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N O
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N N
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SI
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M
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D
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C R
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D
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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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CP606
KEY MAP
RUNWAY 01-19
M
AT
C H
L
IN
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- P
R
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SH
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M
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C H
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IN
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- N
EX
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SH
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' T
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' T
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' T
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' T
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(EXISTING ASPHALT)
(E
XI
ST
IN
G A
SP
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TRUE N
PLAN
NORTH
00 30 60
TR
U
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PLAN
NORTH
ABI 002
ABI 001
ABI 002
ABI 001
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
2. STANDARD SHOULDER PAVEMENT CROSS SLOPE IS 2 PERCENT. FROM STA. 131+00 BEGIN
SHOULDER SLOPE TRANSITION SUCH THAT AT STA. 133+00 THE SHOULDER CROSS SLOPE IS
1.25 PERCENT. TRANSITION BACK TO 2 PERCENT BY STA. 135+00 TO ACCOMMODATE FUTURE
AIRCRAFT ARRESTING SYSTEM.
TRANSITION SHOULDER CROSS SLOPE TO 1.25 PERCENT AT STATION 133+00 TO ACCOMMODATE FUTURE AIRCRAFT ARRESTING SYSTEMSTANDARD 2% SLOPE
TRANSITION SHOULDER CROSS SLOPE TO 1.25 PERCENT AT STATION 133+00 TO ACCOMMODATE FUTURE AIRCRAFT ARRESTING SYSTEMSTANDARD 2% SLOPE
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 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
D
B
C B
FR
UD
UD
FR
W W W W W W W W W
WW WW WW WW W
9.9
9.6
9.4
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.7
9.4
9.2
9.2
9.4
9.7
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.9
9.6
9.4
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.5
9.7
0.0
9.7
9.5
9.9
9.6
9.4
9.5
9.7
0.0
9.9
9.6
9.4
9.5
9.7
7 57 9.5
0.0
0.0
9.7
7 57 9.5
9.7
0.0
9.9
9.6
9.4
9.4
9.6
9.9
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.2
9.4
9.7
135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00
9.9
9.6
9.4
9.4
9.6
9.9
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.8
9.5
9.3
9.3
9.2
9.4
9.7
9.7
9.5
9.2
9.7
9.6
9.2
9.8
9.6
9.3
9.3
9.6
9.8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
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TE
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
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D
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SHEET OF 467
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N
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AI
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PR
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IN
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CP607
RUNWAY 01-19
KEY MAP
M
AT
C H
L
IN
E
- P
R
EV
IO
U
S
SH
EE
T
M
AT
C H
L
IN
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- N
EX
T
SH
EE
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' T
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' T
YP
' T
YP
' T
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(EXISTING ASPHALT)
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE
TO THE CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY
MODIFICATIONS WILL BE PROVIDED TO THE CONTRACTOR FOR
INCORPORATING INTO THE AS-BUILT DRAWINGS.
ABI 002
ABI 001
ABI 001
ABI 002
STANDARD 2% SLOPE
STANDARD 2% SLOPE
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
14000.00'
D
D D
C B
C B
C B
FR
FR
C B
W W W W W W W W W
W WW WW WW WW
JC
-5
9.2
9.4
9.7
9.7
9.4
9.2
9.1
9.3
9.6
9.6
9.3
9.1
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.3
9.5
9.8
9.7
9.4
9.2
9.7
9.4
9.2
9.1
9.3
9.6
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.4
9.2
9.2
9.4
9.3
9.1
9.1
9.3
9.3
9.1
9.1
9.3
9.3
9.1
9.2
9.4
9.4
9.2
9.3
9.5
9.5
9.3
9.5
9.3
9.3
9.5
9.4
9.2
9.2
9.4
9.4
9.2
9.1
9.3
9.3
9.1
9.2
9.4
9.4
9.2
143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.7
9.7
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.6
9.6
9.7
9.7
9.7
9.4
9.6
9.3
9.2
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.7
9.4
9.2
9.2
9.4
9.7
9.8
9.6
9.3
9.3
9.6
9.8
9.6
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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RUNWAY 01-19
KEY MAP
M
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C H
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TRUE N
PLAN
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00 30 60
TR
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PLAN
NORTH
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
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
D
C B
C B
C B
FR
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W WW W W W W W
W WW WW WW W
JC
-6
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.7
9.4
9.2
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.4
9.2
9.1
9.3
9.2
9.0
9.2
9.0
9.2
9.0
9.0
9.2
9.2
9.0
9.0
9.2
9.3
9.1
9.0
9.2
9.2
9.0
9.1
9.3
151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
9.5
9.6
9.5
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.6
9.7
9.6
9.6
9.1
9.1
9.3
9.3
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.5
9.2
9.0
9.1
9.3
9.6
9.6
9.3
9.1
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.0
9.2
9.5
9.5
9.2
9.0
9.0
9.2
9.5
9.5
9.2
9.0
9.0
9.2
9.5
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
579.18 579.19
9.3
9.6
9.4
9.7
9.7
9.4
9.4
9.7
9.7
9.4
9.7
579.24 579.22
9.2
9.4
9.7
9.2
9.4
9.7
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.4
9.2
9.2
9.3
9.2
9.4
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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CP609
RUNWAY 01-19
KEY MAP
M
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C H
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- P
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PLAN
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00 30 60
TR
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NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
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
C B
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FR
W W W W W W W W
W WW WW WW W
JC
-7
P P
P P
159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
578.98
9.3
9.6
9.7
9.4
9.7
9.1
9.2
9.6
9.4
9.3
9.1
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.7
9.4
9.2
9.5
9.2
9.0
9.5
9.2
9.0
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.6
9.3
9.1
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.5
9.4
9.2
9.0
8.9
9.1
9.5
9.2
9.0
9.0
9.2
9.5
9.5
9.2
9.0
9.0
9.2
9.5
9.5
9.2
9.0
9.1
9.3
9.6
9.6
9.3
9.1
9.2
9.4
9.7
9.6
9.3
9.1
9.7
9.4
9.2
9.2
9.4
9.7
9.6
9.3
9.1
9.1
9.3
9.6
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.2
9.4
9.7
9.8
9.5
9.3
9.4
9.1
8.9
9.0
9.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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CP610
RUNWAY 01-19
KEY MAP
M
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C H
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M
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NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
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PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
ABI 002
ABI 001
ABI 001
ABI 002
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
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C B
FR
W W W W W W W W
W WW WW WW W
JC
-8
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
9.8
9.5
9.3
9.8
9.5
9.3
9.4
9.1
8.9
9.0
9.2
9.5
9.8
9.5
9.3
9.4
9.6
9.9
9.3
9.5
9.8
9.2
9.4
9.7
9.2
9.4
9.7
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.2
9.5
9.0
9.1
9.3
9.6
9.6
9.3
9.1
9.1
9.3
9.6
9.7
9.4
9.2
9.2
9.4
9.7
9.2
9.4
9.7
9.6
9.3
9.1
9.1
9.3
9.6
9.7
9.4
9.2
9.2
9.4
9.7
9.7
9.4
9.2
9.3
9.5
9.8
9.8
9.5
9.3
9.2
9.4
9.7
9.7
9.4
9.2
9.2
9.4
9.7
9.8
9.5
9.3
9.3
9.5
9.8
9.9
9.6
9.4
9.9
9.6
9.4
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.9
9.6
9.4
9.9
9.6
9.4
9.9
9.6
9.4
9.9
9.6
9.4
9.9
9.6
9.4
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
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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D B
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SHEET ID
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CP611
RUNWAY 01-19
KEY MAP
M
AT
C H
L
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- P
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SH
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M
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C H
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IN
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SH
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' T
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' T
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' T
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' T
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(EXISTING ASPHALT)
TRUE N
PLAN
NORTH
00 30 60
TR
U
E N
PLAN
NORTH
NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
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
578.0
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E
FR FR
UD
C B
C B
C B
Y W
W W Y W Y W Y W
Y WY WW W
JC
-9
175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00
9.4
9.6
9.9
9.3
9.5
9.8
9.9
9.6
9.4
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.6
9.6
9.7
9.9
9.9
9.7
9.6
9.6
9.7
9.9
9.9
9.7
9.6
9.5
9.7
9.9
9.9
9.6
9.5
9.4
9.6
9.8
579.87
9.6
9.4
9.4
9.6
9.8
9.8
9.5
9.4
9.3
9.5
9.8
9.7
9.4
9.2
9.1
9.3
9.5
9.5
9.2
9.0
9.2
9.4
9.7
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.9
9.6
9.4
9.4
9.6
9.9
0.0
9.7
9.5
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.4
0.0
9.7
9.4
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
0.0
0.0
9.7
9.5
9.5
9.7
9.9
9.9
9.7
9.5
9.5
9.7
9.9
9.9
9.6
9.4
9.4
579.61
579.91 579.84 579.83
9.7
9.5
9.6
9.5
579.50 579.65
579.63 579.66
9.4
9.6
9.9
9.6
9.4
9.3
579.90
9.6
579.47
9.6
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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CP612
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NOTE:
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CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
2. STANDARD SHOULDER PAVEMENT CROSS SLOPE IS 2 PERCENT. FROM STA. 176+90 BEGIN
SHOULDER SLOPE TRANSITION SUCH THAT AT STA. 178+90 THE SHOULDER CROSS SLOPE IS
1.25 PERCENT. TRANSITION BACK TO 2 PERCENT BY STA. 180+90 TO ACCOMMODATE FUTURE
AIRCRAFT ARRESTING SYSTEM.
MATCH EXISTING
PAVEMENT EDGES (TYP)
ABI 002
ABI 001
ABI 001
ABI 002
TRANSITION SHOULDER CROSS SLOPE TO 1.25 PERCENT AT STATION 178+90 TO ACCOMMODATE FUTURE AIRCRAFT ARRESTING SYSTEMSTANDARD 2% SLOPE STANDARD 2% SLOPE
TRANSITION SHOULDER CROSS SLOPE TO 1.25 PERCENT AT STATION 178+90 TO ACCOMMODATE FUTURE AIRCRAFT ARRESTING SYSTEMSTANDARD 2% SLOPE
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
577.0
578.0
579.0
577.0
578.0
577.5
578.5
575.0
575.0
576.0
576.0
577.0
578.0
579.0
574.5 574.5
575.5
575.5
576.5
577.5
578.5
580.0
580.0
577.0
578.0
579.0
578.0
D
D
FR
UD
UD
C B
C B
C B
P P
P P
Y W
Y WY WY W
Y W Y W
183+00 184+00 185+00 186+00 187+00 188+00 189+00
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
579.80
579.59
9.3
9.4
9.6
9.9
9.4
9.6
9.9
9.4
9.6
9.9
9.9
9.6
9.4
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.8
9.5
9.3
9.3
9.5
9.8
579.85
9.6
9.4
9.4
9.6
579.81
9.6
9.4
9.4
9.6
7 57 9.5
579.49
579.83
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.3
9.5
9.8
9.5
9.8
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.4
9.6
9.9
9.9
9.6
9.4
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
9.8
9.5
9.3
9.3
9.5
9.8
579.88
579.58
579.38
579.81
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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D
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F
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M
N
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CP613
RUNWAY 01-19
KEY MAP
M
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TRUE N
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TR
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NOTE:
1. CONTRACTOR SHALL VERIFY ALL GRADES SHOWN AS EXISTING, AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO THE START OF WORK. ANY MODIFICATIONS WILL BE
PROVIDED TO THE CONTRACTOR FOR INCORPORATING INTO THE AS-BUILT DRAWINGS.
MATCH EXISTING
PAVEMENT EDGES (TYP)
MATCH EXISTING
PAVEMENT EDGES (TYP)
ABI 002
ABI 001
ABI 001
ABI 002
AutoCAD SHX Text E
AutoCAD SHX Text E
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