Drawings - W912HN25BA020_AMD2.pdf
PDF 4 MB Posted
- Solicitation number
- W912HN25BA020
About this file
These construction plan sheets detail the design for constructing fixed wing runway shoulders at Lawson Army Airfield, Fort Benning, Georgia. The project involves adding 25-foot paved shoulders on both sides of the existing runway, with a specific pavement design consisting of 3 inches of asphalt-cement concrete, a prime coat, 8 inches of unbound aggregate base course, and a compacted subgrade. The design includes detailed alignment plans across multiple sheets showing precise grading, elevation adjustments for existing structures like manholes and light fixture bases, and specific construction notes. The project is being executed by the US Army Corps of Engineers, with the solicitation number W912HN25BA020 and a planned issue date of July 28, 2025. The typical section shows a 200-foot shoulder area with a 2% cross slope and careful integration with the existing runway edge, including specific requirements for subgrade preparation and pavement joint construction.
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E E E E E E E E E E E E E E E E E E
E E
E
E
E
E
E
E
E
E
C O
M M
COMM
COMM
COMM E
E
E
E
E
E
E E
E E
E E
E
E
E E E E E E E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
D
E
E
E
E
PIPE
DIRECTION
GRATE INLET
TOP=223.54
J
J
J
DM
E E E E E E E E E E E E E E E E E E E
E
E E E
E
E
E
E
E E
E E
E
E E
E
E
E
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E
E
E
E
E
E E
E
E
E
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E E
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E E
E E
E
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E
E
E
E
E
E
E E E E E
E E
E E E E E E
E
E E
E
J
J
J J
J
J
J
J
J
J
DM
STMH
TOP=226.21
I.E. 30" RCP
(NE)=217.91
I.E. 30" RCP
(SW)=217.91
STMH
TOP=224.33
I.E. 30" RCP
(N)=217.05
I.E. 30" RCP
(S)=217.07
GRATE INLET
TOP=223.45
I.E. 30" RCP
(S)=217.05
I.E. 30" RCP
(N)=216.85
STMH
TOP=224.83
I.E. 30" RCP
(N)=217.13
I.E. 12" RCP
(SE)=217.53
TAXIWAY F
225 225 225
226 226 226
226 226
PROJECT LIMITS
PROJECT LIMITS
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL. 226.14
PROTECT STRUCTURE
NO CHANGE REQUIRED
GRADE TO EXSTING INLET
EL. 223.54'
PROPOSED PAVED SHOULDER
"LAWSON AFF"
STA 130+28.64
OFF 100.00'
LIMITS OF GRADING
LIMITS OF GRADING
N 852245.499 E 2040951.684
N 851835.216 E 2041237.459
LAWSON ARMY AIRFIELD
CENTERLINE ALIGNMENT
R=50'R=50'
"LAWSON AFF"
STA 128+02.93
OFF 100.00'
"LAWSON AFF"
STA 129+53.87
OFF 100.00'
"LAWSON AFF"
STA 126+96.80
OFF 100.00'
"LAWSON AFF"
STA 129+78.64
OFF 149.70'
"LAWSON AFF"
STA 129+53.64
OFF 149.55'
"LAWSON AFF"
STA 128+77.92
OFF 148.75'
"LAWSON AFF"
STA 128+52.92
OFF 149.17'
124+00
125+00
126+00
127+00
128+00
129+00
130+00
131+00
225 225 225
226 226 226
226 226
MATCH EXISTING
ASPHALT
PAVEMENT GRADE
MATCH EXISTING
ASPHALT
PAVEMENT GRADE
NO WORK
REQUIRED
NO WORK
REQUIRED
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.17
I. EL. 225.53
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED.
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.224.63
I. EL. 224.96
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.46
I. EL. 225.23
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.69
I. EL. 225.68
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 226.09
I. EL. 226.04
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 226.07
I. EL. 226.00
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.87
I. EL. 226.00
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.86
I. EL. 225.94
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.51
I. EL. 225.63
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.52
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 224.42
I. EL. 225.33
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.19
I. EL. 225.04
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
D
D
D
E
E
E
E
PIPE
DIRECTION
GRATE INLET
TOP=223.54
J
J
J
DM
J
J
J J
J
J
J
J
J
J
RUNWAY DIST.
MARKER 1&8
DM
STMHTOP=226.21I.E. 30" RCP(NE)=217.91
I.E. 30" RCP(SW)=217.91
STMH
TOP=224.33I.E. 30" RCP(N)=217.05I.E. 30" RCP
(S)=217.07
GRATE INLETTOP=223.45I.E. 30" RCP
(S)=217.05I.E. 30" RCP(N)=216.85
STMHTOP=224.83I.E. 30" RCP
(N)=217.13I.E. 12" RCP(SE)=217.53
D
D
D
E
E
E
E
PIPE
DIRECTION
GRATE INLET
TOP=223.54
J
J
J
DM
J
J
J J
J
J
TAXIWAY F
J
J
5225J
J
RUNWAY DIST.
MARKER 1&8
DM
STMH
TOP=226.21
I.E. 30" RCP
(NE)=217.91
I.E. 30" RCP
(SW)=217.91
STMH
TOP=224.33
I.E. 30" RCP
(N)=217.05
I.E. 30" RCP
(S)=217.07
GRATE INLET
TOP=223.45
I.E. 30" RCP
(S)=217.05
I.E. 30" RCP
(N)=216.85
STMH
TOP=224.83
I.E. 30" RCP
(N)=217.13
I.E. 12" RCP
(SE)=217.53
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.77
I. EL. 225.61
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL. 226.14
PROTECT STRUCTURE
NO CHANGE REQUIRED
GRADE TO EXSTING INLET
EL. 223.54'
A1 ALIGNMENTS-CL-SL - PLAN 4
SCALE: 1"=30' 30' 60'0
NOTES FOR CHANGES TO ELEVATION OF STRUCTURES: SEE SHEET C-101 FOR CASE A, B, C, D, DEFINITIONS.
STRUCTURES IMPACTED ARE LISTED IN THE TABLE FROM LEFT TO RIGHT ACROSS THE SHEET.
STRUCTURES OUTSIDE THE LIMITS OF PAVING AND GRADING ARE NOT LISTED.
M
AT
C H
LI
N
E
1+
S
EE
S H
EE
T
C -1
N
M
AT
C H
L
IN
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3+
S
EE
S H
EE
T
C -1
US Army Corps of Engineers
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
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AT
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SI
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M
AR
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D
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C R
IP
TI
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D
AT
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SHEET ID
H U
SS
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G
AY
B
EL
L
C
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M
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C
IA
L D
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SA
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N
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SA
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D
IS
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T O
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A
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D , F
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N N
IN
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R
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D Y
TO
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TI
SE
(R
TA
H U
SS
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G
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B
EL
L
J.
L
O N
D O
N
C . P
AR
KE
R
J.
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D
EN
07/28/25
C-104
C O
N
ST
R U
C
TI
O N
P
LA
N S
SEE CONSTRUCTION PLAN KEY SHEET
C-100 FOR SURVEY CONTROL POINTS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
08/29/25
GRATE INLETTOP=221.25I.E. 15" RCP (SE)=218.62
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
EEEEE
E
E
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
D
E
GRATE INLET
TOP=222.63
I.E. 12" RCP
(NE)=218.85
STMH
TOP=225.05
*PIPE NE CLOSED
OFF
STMH
TOP=220.93
I.E. 15" RCP
(SE)=218.53
I.E. 15" RCP
(NW)=217.61
I.E. 36" RCP
(NE)=213.33
I.E. 36" RCP
(SW)=213.23
STMH
TOP=221.00
I.E. 36" RCP
(NE)=211.58
I.E. 36" RCP
(SW)=211.70
PIPE
DIRECTION
DM
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
DM
GRATE INLET
TOP=221.25
I.E. 15" RCP
(SE)=218.62
PROJECT LIMITS
PROJECT LIMITS
ABANDON STMH: REMOVE MANHOLE COVER
AND STRUCTURE TO MINIMINUM 18" BELOW
FINISHED GRADE, BACKFILL REMAINING VOID
WITH GAB OR #57 STONE
PROPOSED PAVED SHOULDER
LIMITS OF GRADING
LIMITS OF GRADING
N 851589.045 E 2041408.924
N 851178.762 E 2041694.699
LAWSON ARMY AIRFIELD
CENTERLINE ALIGNMENT
132+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
GRADE TO EXISTING
STRUCTURE
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 224.51
I. EL. 224.69
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.20
I. EL. 225.33
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 224.75
I. EL. 224.93
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 224.75
I. EL. 224.68
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 224.85
I. EL. 225.03
D
D
D
S
E
GRATE INLET
TOP=222.63
I.E. 12" RCP (
NE)=218.85
STMH
TOP=225.05
*PIPE NE CLOSED
OFF
STMH
TOP=220.93
I.E. 15" RCP
(SE)=218.53
I.E. 15" RCP
(NW)=217.61
I.E. 36" RCP
(NE)=213.33
I.E. 36" RCP
(SW)=213.23
STMH
TOP=221.00
I.E. 36" RCP (
NE)=211.58
I.E. 36" RCP (
SW)=211.70
PIPE
DIRECTION
DM
RUNWAY DIST.
MARKER 2&7
DM
GRATE INLETTOP=221.25I.E. 15" RCP (SE)=218.62
D
D
D
S
E
GRATE INLET
TOP=222.63
I.E. 12" RCP
(NE)=218.85
STMH
TOP=225.05
*PIPE NE CLOSED
OFF
STMH
TOP=220.93
I.E. 15" RCP
(SE)=218.53
I.E. 15" RCP
(NW)=217.61
I.E. 36" RCP
(NE)=213.33
I.E. 36" RCP
(SW)=213.23
STMH
TOP=221.00
I.E. 36" RCP
(NE)=211.58
I.E. 36" RCP
(SW)=211.70
PIPE
DIRECTION
DM
RUNWAY DIST.
MARKER 2&7
DM
GRATE INLET
TOP=221.25
I.E. 15" RCP
(SE)=218.62
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.41
I. EL. 225.27
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.96
I. EL. 224.15
ABANDON STMH: REMOVE MANHOLE COVER
AND STRUCTURE TO MINIMINUM 18" BELOW
FINISHED GRADE, BACKFILL REMAINING VOID
WITH GAB OR #57 STONE
A1 ALIGNMENTS-CL-SL - PLAN 5
SCALE: 1"=30' 30' 60'0
NOTES FOR CHANGES TO ELEVATION OF STRUCTURES: SEE SHEET C-101 FOR CASE A, B, C, D, DEFINITIONS.
STRUCTURES IMPACTED ARE LISTED IN THE TABLE FROM LEFT TO RIGHT ACROSS THE SHEET.
STRUCTURES OUTSIDE THE LIMITS OF PAVING AND GRADING ARE NOT LISTED.
M
AT
C H
LI
N
E
9+
S
EE
S H
EE
T
C -1
N
M
AT
C H
L
IN
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1+
S
EE
S H
EE
T
C -1
US Army Corps of Engineers
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
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N O
SO
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N N
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D
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C R
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D
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SHEET ID
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B
EL
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C
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C
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L D
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N
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D
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8, D
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C O
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A R
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D , F
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N N
IN
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D Y
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SE
(R
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EL
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D
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07/28/25
C-105
C O
N
ST
R U
C
TI
O N
P
LA
N S
SEE CONSTRUCTION PLAN KEY SHEET
C-100 FOR SURVEY CONTROL POINTS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
D
D
PIPE
DIRECTION
STMH
TOP=221.56
I.E. 48" RCP
(N)=211.42
I.E. 48" RCP
(S)=211.28
STMH
TOP=223.54
I.E. 36" RCP
(SW)=216.12
STMH
TOP=223.68
I.E. 12" RCP
(SW)=219.48
12" RCP
I.E.=217.82
D
PIPE
DIRECTION
PB
DM
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
J
PU
LL
B
OX
DM
GRATE INLET
TOP=220.20
I.E. 48" RCP (SE)=211.39
I.E. 48" RCP (N)=211.34
I.E. 48" RCP (W)=211.31
220220
223 223
222 222 222
221 221 221 221
223 223
PROJECT LIMITS
PROJECT LIMITS
GRADE TO
EXISTING
STRUCTURE
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL 223.60
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL 223.77
GRADE TO
EXISTING
STRUCTURE
PROPOSED PAVED SHOULDER
LIMITS OF GRADING
LIMITS OF GRADING
N 850932.592 E 2041866.164
N 850440.251 E 2042209.094
LAWSON ARMY AIRFIELD
CENTERLINE ALIGNMENT
140+00
141+00
142+00
143+00
144+00
145+00
146+00
147+00
223 223
222 222 222
221 221 221 221
223 223
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.223.29
I. EL. 223.13
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.67
I. EL. 223.83
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.50
I. EL. 223.67
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.43
I. EL. 223.59
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.54
I. EL. 223.70
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.80
I. EL. 223.79
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.80
I. EL.223.74
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 224.08
I. EL. 224.04
D
D
D
D
PIPE
DIRECTION
STMH
TOP=221.56
I.E. 48" RCP (N)=211.42
I.E. 48" RCP (S)=211.28
STMH
TOP=223.54
I.E. 36" RCP
(SW)=216.12
STMH
TOP=223.68
I.E. 12" RCP (
SW)=219.48
12" RCP
I.E.=217.82
D
PIPE
DIRECTION
PB
DM
J
PU
LL
B
OX
RUNWAY DIST.
MARKER 3&6
DM
GRATE INLET
TOP=220.20
I.E. 48" RCP (SE)=211.39
I.E. 48" RCP (N)=211.34
I.E. 48" RCP (W)=211.31
STMHTOP=221.97I.E. 36" RCP (E)=211.00
I.E. 48" RCP (NW)=210.82
D
D
D
D
PIPE
DIRECTION
STMH
TOP=221.56
I.E. 48" RCP
(N)=211.42
I.E. 48" RCP
(S)=211.28
STMH
TOP=223.54
I.E. 36" RCP
(SW)=216.12
STMH
TOP=223.68
I.E. 12" RCP
(SW)=219.48
12" RCP
I.E.=217.82
D
PIPE
DIRECTION
PB
DM
J
220220
PU
LL
B
OX
RUNWAY DIST.
MARKER 3&6
DM
GRATE INLET
TOP=220.20
I.E. 48" RCP (SE)=211.39
I.E. 48" RCP (N)=211.34
I.E. 48" RCP (W)=211.31
STMH
TOP=221.97
I.E. 36" RCP (E)=211.00
I.E. 48" RCP (NW)=210.82
GRADE TO
EXISTING
STRUCTURE
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL 223.60
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL 223.77
GRADE TO
EXISTING
STRUCTURE
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 223.73
I. EL.223.66
ADJUST TOP
TO FINISHED GRADE (-0 to +1/4")
EL 222.91
I. EL.223.56
A1 ALIGNMENTS-CL-SL - PLAN 6
SCALE: 1"=30' 30' 60'0
NOTES FOR CHANGES TO ELEVATION OF STRUCTURES: SEE SHEET C-101 FOR CASE A, B, C, D, DEFINITIONS.
STRUCTURES IMPACTED ARE LISTED IN THE TABLE FROM LEFT TO RIGHT ACROSS THE SHEET.
STRUCTURES OUTSIDE THE LIMITS OF PAVING AND GRADING ARE NOT LISTED.
M
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C H
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US Army Corps of Engineers
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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D
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F
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D B
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D
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SHEET ID
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B
EL
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C
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M
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C
IA
L D
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SA
VA
N
N
AH
, G
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IA
N N
AH
D
IS
TR
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SA
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C-106
C O
N
ST
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C
TI
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P
LA
N S
SEE CONSTRUCTION PLAN KEY SHEET
C-100 FOR SURVEY CONTROL POINTS
R
EV
IS
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IN
A C
C O
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AN
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E W
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/2 9/
BROKEN VERTICALPIPE LID (X2)
E E
E E
E E
EE
PB
J
DM
PB
E E
E E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E E
E
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E E
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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E J
J
PU
LL
B
OX
DM
TAXIWAY C
225225
224 224
224224224
223 223
PROJECT LIMITS
PROPOSED PAVED SHOULDER
LIMITS OF GRADING
LIMITS OF GRADING
N 847650.322 E 2044152.363
N 847240.039 E 2044438.138
LAWSON ARMY AIRFIELD
CENTERLINE ALIGNMENT
R=30'
"LAWSON AFF"
STA 180+70.96
OFF 100.00'
"LAWSON AFF"
STA 180+40.97
OFF 129.34'
"LAWSON AFF"
STA 180+15.98
OFF 128.80'
180+00
181+00
182+00
183+00
184+00
185+00
186+00
187+00
225225
224 224
224224224
223 223
ABANDON (REMOVE BROKEN
STRUCTURE TO 11 INCHES
BELOW FINISHED GRADE)
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.91
I. EL. 226.05
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL. 225.51
I. EL. 224.63
GRADE TO EXISTING STRUCTURE
GRADE TO EXISTING
STRUCTURE
ADJUST TOP
TO FINISHED GRADE (-0 to +1/4")
EL 225.66
I. EL 225.32
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.74
I. EL. 225.63
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.63
I. EL. 225.73
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.92
I. EL. 225.58
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.81
I. EL. 225.86
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.58
I. EL. 225.53
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.83
I. EL. 225.86
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.60
I. EL. 225.81
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.83
I. EL. 225.96
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.98
I. EL. 226.15
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 226.03
I. EL. 225.95
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.85
I. EL. 225.77
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.63
I. EL. 225.59
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 225.21
I. EL. 225.15
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL. 224.21
I. EL. 224.16
E
E
PB
J
DM
PB
J
J
PU
LL
B
OX
RUNWAY DIST.
MARKER 7
DM
BROKEN VERTICALPIPE LID (X2)
EE
PB
J
DM
PB
J
TAXIWAY C
J
PU
LL
B
OX
RUNWAY DIST.
MARKER 7
DM
BROKEN VERTICAL
PIPE LID (X2)
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 226.11
I. EL.225.99
A1 ALIGNMENTS-CL-SL - PLAN 11
SCALE: 1"=30' 30' 60'0
NOTES FOR CHANGES TO ELEVATION OF STRUCTURES: SEE SHEET C-101 FOR CASE A, B, C, D, DEFINITIONS.
STRUCTURES IMPACTED ARE LISTED IN THE TABLE FROM LEFT TO RIGHT ACROSS THE SHEET.
STRUCTURES OUTSIDE THE LIMITS OF PAVING AND GRADING ARE NOT LISTED.
M
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US Army Corps of Engineers
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SHEET ID
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07/28/25
C-111
C O
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C
TI
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LA
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MATCH LINE SEE SHEET C-117MATCH LINE SEE SHEET C-116
SEE CONSTRUCTION PLAN KEY SHEET
C-100 FOR SURVEY CONTROL POINTS
R
EV
IS
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IN
A C
C O
R D
AN
C
E W
IT
H
A M
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08/29/25
AutoCAD SHX Text
E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E
E E
E
E
E
E
E
SD
SD
SD
SD
SD
SD
D
D
E
E
PIPE
DIRECTION
PIPE
DIRECTION
PB
PB
DM
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E E
E
J
J
DM
STMH
TOP=225.67
I.E. 12" RCP
(NE)=219.47
I.E. 12" RCP
(SW)=219.57
STMH
TOP=225.68
I.E. 12" RCP
(NE)=220.78
I.E. 12" RCP
(NW)=220.48
223223
223 223
225 225 225225
224 224
223223
225 225 225
PROJECT LIMITS
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL 225.69
PROPOSED PAVED SHOULDER
"LAWSON AFF"
STA 188+41.09
OFF 100.00'
"LAWSON AFF"
STA 188+58.27
OFF 100.00'
LIMITS OF GRADING
LIMITS OF GRADING
N 846993.869 E 2044609.603
N 846583.585 E 2044895.378
LAWSON ARMY AIRFIELD
CENTERLINE ALIGNMENT
188+00
189+00
190+00
191+00
192+00
193+00
194+00
195+00
225 225 225225
224 224
223223
225 225 225
GRADE TO
EXISTING
STRUCTURE
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.28
I. EL. 225.54
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.58
I. EL. 225.63
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.51
I. EL. 225.61
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.50
I. EL. 225.58
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.50
I. EL. 225.45
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.56
I. EL. 225.48
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 226.01
I. EL. 225.84
D
D
E
E
PIPE
DIRECTION
PIPE
DIRECTION
PB
PB
DM
J
J
RUNWAY DIST.
MARKER 8&1
DM
STMHTOP=225.67I.E. 12" RCP
(NE)=219.47I.E. 12" RCP(SW)=219.57
STMH
TOP=225.68I.E. 12" RCP(NE)=220.78
I.E. 12" RCP(NW)=220.48
D
D
E
E
PIPE
DIRECTION
PIPE
DIRECTION
PB
PB
DM
J
J
RUNWAY DIST.
MARKER 8&1
DM
STMH
TOP=225.67
I.E. 12" RCP
(NE)=219.47
I.E. 12" RCP
(SW)=219.57
STMH
TOP=225.68
I.E. 12" RCP
(NE)=220.78
I.E. 12" RCP
(NW)=220.48
PROTECT EXISTING
STRUCTURE. NO
CHANGE REQUIRED
ADJUST STORM M.H. TOP
TO FINISHED GRADE
EL 225.69
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.59
I. EL.225.52
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.45
I. EL.225.48
CONSTRUCT TEMP. HAUL ROAD TO DISPOSAL AREA
A1 ALIGNMENTS-CL-SL - PLAN 12
SCALE: 1"=30' 30' 60'0
NOTES FOR CHANGES TO ELEVATION OF STRUCTURES: SEE SHEET C-101 FOR CASE A, B, C, D, DEFINITIONS.
STRUCTURES IMPACTED ARE LISTED IN THE TABLE FROM LEFT TO RIGHT ACROSS THE SHEET.
STRUCTURES OUTSIDE THE LIMITS OF PAVING AND GRADING ARE NOT LISTED.
M
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US Army Corps of Engineers
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07/28/25
C-112
C O
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MATCH LINE SEE SHEET C-117
SEE CONSTRUCTION PLAN KEY SHEET
C-100 FOR SURVEY CONTROL POINTS
R
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IS
ED
IN
A C
C O
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AN
C
E W
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H
A M
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08/29/25
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E E E E E E
E
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DM
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EE
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224224224
224224
225 225
225225225
PROJECT LIMITS
PROPOSED PAVED SHOULDER
"LAWSON AFF"
STA 211+34.93
OFF 78.40'
LIMITS OF GRADING
LIMITS OF GRADING
N 845763.018 E 2045466.928
N 845188.62 E 2045867.013
LAWSON ARMY AIRFIELD
CENTERLINE ALIGNMENT
END CONSTRUCTION LT
STA 211+33.77
"LAWSON AFF"
"LAWSON AFF"
STA 211+33.77
OFF 101.69'
204+00
205+00
206+00
207+00
208+00
209+00
210+00
211+00
224224224
224224
225 225
225225225
GRADE TO
EXISTING
STRUCTURE
PAVE UP TO
EXISTING CONCRETEPAVE UP TO
EXISTING CONCRETE
PAVE UP TO
EXISTING CONCRETE
PAVE UP TO
EXISTING CONCRETE
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.35
I. EL. 225.48
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.224.99
I. EL. 225.32
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL 225.34
I. EL. 226.24
GRADE TO
EXISTING
STRUCTURE
ADJUST TOP TO FINISHED
GRADE (-0 to +1/4")
EL.225.27
I. EL. 225.80
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.38
I. EL. 225.51
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.52
I. EL. 225.46
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.31
I. EL. 225.50
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.45
I. EL. 225.49
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.51
I. EL. 225.52
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.46
I. EL. 225.49
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.46
I. EL. 225.54
ADJUST LIGHT FIXTURE BASE
TO FINISHED GRADE (-0 to +1/4")
EL 225.48
I. EL. 225.45
E
E
E
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DM
DM
J
J
J
J
J
J
J
J
J
J
J
E
E
E
E
DM
DM
J
J
J
J
J
J
J
J
J
J
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222222
GRADE TO
EXISTING
STRUCTURE
(NOT LISTED IN
STRUCTURES
TABLE, THIS SHEET)
A1 ALIGNMENTS-CL-SL - PLAN 14
SCALE: 1"=30' 30' 60'0
NOTES FOR CHANGES TO ELEVATION OF STRUCTURES: SEE SHEET C-101 FOR CASE A, B, C, D, DEFINITIONS.
STRUCTURES IMPACTED ARE LISTED IN THE TABLE FROM LEFT TO RIGHT ACROSS THE SHEET.
STRUCTURES OUTSIDE THE LIMITS OF PAVING AND GRADING ARE NOT LISTED.
M
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US Army Corps of Engineers
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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07/28/25
C-114
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SEE CONSTRUCTION PLAN KEY SHEET
C-100 FOR SURVEY CONTROL POINTS
R
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US Army Corps of Engineers
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07/28/25
C-501
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EXISTING RUNWAY
2% 2%
25'
PAVED SHOULDER
25'
PAVED SHOULDER
1.
5"
2% min, 4% max 2% min, 4% max
1.
5"
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B
C
D
A
B
C
D
PAVEMENT DESIGN:
A
B
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D
3-INCHES ASPHALT-CEMENT CONCRETE (ACC)
PRIME COAT
8-INCHES UNBOUND AGGREGATE BASE COURSE (100% MODIFIED PROCTOR ASTM D1557)
COMPACTED SUBGRADE (95% MODIFIED PROCTOR ASTM D1557)
EXISTING GROUND
PROPOSED GRADE
CL
1% 1%
200'
SHOULDER
200'
SHOULDER
VERTICAL PROFILE GRADE
NOTES:
1) THE CONTRACTOR MUST PREVENT ANY DEGRADATION OF THE SUBGRADE UNDER THE
PCC PAVEMENT. IF DEGRADATION OCCURS, THE CONTRACTOR WILL REPAIR IT AT NO COST.
2) EXISTING PAVING BELOW 14" MAY BE REMOVED BY OTHER MEANS THAT DO NOT AFFECT
THE INTEGRITY OF THE EXISTING RUNWAY.
3) AFTER PREPARING THE FACE OF THE EXISTING RUNWAY WITH A TACK COAT, THE ASPHALT
SHOULDER CAN BE PLACED UP TO THE EXISTING RUNWAY.
4) THICKEN THE PROPOSED AGGREGATE SUBBASE TO MATCH THE EXISTING PCC PAVEMENT
DEPTH IF IT EXCEEDS 11” TO 14" (MAX). IF NECESSARY, BEGIN THICKENING 5 FEET
FROM THE RUNWAY EDGE.
5) FOR PCC PAVEMENT JOINT CONSTRUCTION, SEE UFGS SPEC 32 12 15.13, PARAGRAPH 3.9.4.
TIE TO EXISTING
EDGE OF RUNWAY
PLACE TACK COAT
ON VERTICAL FACE
PLACE TACK COAT
ON VERTICAL FACE
TYPICAL SECTION LAAF
RUNWAY SHOULDER
MINIMUM 4" (0.33')
OVERBUILD
MINIMUM 4" (0.33')
OVERBUILD
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08/29/25
6) THE AGGREGATE BASE COURSE AND SUBGRADE SHALL EXTEND A MINIMUM OF 4" BEYOND
SURFACE COURSE.
| C-104 | CONSTRUCTION PLANS |
| C-105 | CONSTRUCTION PLANS |
| C-106 | CONSTRUCTION PLANS |
| C-111 | CONSTRUCTION PLANS |
| C-112 | CONSTRUCTION PLANS |
| C-114 | CONSTRUCTION PLANS |
| C-501 | TYPICAL SECTION |
File details come from the government source that posted it. Updated .