EL91_MM_I_RVT19_G_ADVERTISEMENT_100_DESIGN_VOL1_Part-b.pdf
PDF 44 MB Posted
- Solicitation number
- W9128F21R0024
About this file
This document provides details on a federal contract opportunity to construct the B-21 Low-Observable Restoration Facility at Ellsworth Air Force Base in South Dakota. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District seeking construction of the LO Hangar. Interested parties should respond with proposals by the specified deadline. The opportunity is for a design-build contract to complete the construction project. Details provided include the solicitation number, project name and description, issuing agency, and opportunity type. No further information is included on pricing terms, set asides, incumbent contractors, or response deadlines.
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Text version
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I
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IWMH-4
EXISTING
IWMH-9
RIM=3223.15
IWMH-3
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IP
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SF SF SF SF
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CB-6G
RIM=3221.50
SD
CB-6H
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SD6
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RIM=3222.50
MH
MH
-1.39%
SD
LO FACILITY SHOPS
F.F. = 3223.94
ARCH ELEV - 100'-0"
EMH60-2
RIM=3222.45
COMM MH-2A
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4" UD
4" U
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U D
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4" UD
.48
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3223.50
3223.90
.50
3223.50
3223.50
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RIM=3222.59
3223.50
.50
3223.50
.20
.90
B/C =3
2.5
.89 32
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3223.40
3222.88
3222.73 3223.85
3223.85
3222.70
B/C=3222.25
3222.77
.90
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.48
.94
.96
.95
3223.50
3223.50 AT BLDG. EDGE (TYP)
3223.20 AT LANDSCAPE ROCK STRIP (TYP)
3223.50 AT BLDG. EDGE (TYP)
3223.20 AT LANDSCAPE ROCK STRIP (TYP)
.50
3223.48 3223.48
.00
LO FACILITY HANGAR
F.F = 3223.50
ARCH ELEV - 99'-6 3/4"
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SCALE: 1"=20' 20' 40'0
M
AT
C H
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SH
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MATCHLINE
SHEET CG103
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
STORM DRAIN
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SF
HANGAR 61
SPILL CONTAINMENT TANK
60 ROW APRON
BLDG
DRIVE
G O
V
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R
KI
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MANHOLE
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3223.00
TC3223.00
BC3223.00
1. SEE CP101 TO CP116 FOR CONCRETE JOINTING
AND ELEVATION PLANS.
A14
CG501
A6
CG501
D
CB
IP
NOTE:
LEGEND:
BOTTOM
EL 3221.50
BOTTOM
EL 3221.50
BOTTOM
EL 3221.50
18" SD RCP
4" PERFORATED
UNDERDRAIN PIPE (TYP)
4" SOLID WALL PIPE
FOR CONNECTION TO
CATCH BASIN (TYP)
UD INV. = 3219.50
UD INV.
3220.00
UD INV.
3219.50
UD INV.
3219.00
UD INV.
3218.50
UD INV.
3219.00CONNECT TO UD
INV. 3218.00
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 33.50
TO
W
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Y
60 ROW APRON
SD
SD
SD
SD
CONCRETE
ASPHALT
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
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-0.40%
-0.53%
MATCH EXISTING PAVEMENT
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RIM=3221.45
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SD
SD2
6" U
D
CB-1D
RIM=3221.47
6" U
D 6"
U D
6" U
D 6"
U D
6" U
D
7+
8+
9+
9+
.5
25.00'
SHOULDER
@ -2.00% 25.00'
@ -2.00% -0.93%
4.00'
SWALE
-0 .5
1%
-0.51%
MH
MH
-0.
-0.62%
-0 .9
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.7 3%
-0 .9
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50.00' @ -1.00%
SD1
SD
SD
BID OPTION
ASPHALT
SHOULDER
1 - SEE
NOTES 2
AND 3
EMH701-4
RIM=3222.86
CMH-16
RIM=3222.80
MANHOLES - DO NOT DISTURB
-0.91%
.54
.54
.54
.55
.553222.76
3222.76
3222.00
.60
.72
.72
.84
.96
.93
.75
.57
.39
.20
.02
.00
.13
.00
.56
.85
.32
.06
.98
.04
.13
.29
.52
-0 .7
8%
3222 3222
CO-3
SF
SF
SF
SF
SF
SF
SF
N: 673885.59 E: 1242778.58
.50
US Army Corps of Engineers ®
SHEET ID
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F O
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IN
G
CG102
G R
AD
IN
G P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
5 67
PLAN
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KEY PLAN:
A1 GRADING PLAN 2
SCALE: 1"=20' 20' 40'0
M
AT
C H
LI
N
E
SH
EE
T
C G
MATCHLINE
SHEET CG104
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
SF
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS
THAN 0.75 OR GREATER THAN 1.25 ASPECT RATIO
OF LENGTH TO WIDTH) SHALL BE REINFORCED.
2. BASE BID GRADING TO MATCH INDICATED FINAL
GRADES WITH 11
4" EDGE DROP AT CONCRETE
EDGE WITH 4" TOPSOIL LAYER. BID OPTION -
ASPHALT SHOULDER 1 TO INCLUDE LIME MODIFIED
SUBGRADE, GCA BASE, AND ASPHALT PAVEMENT
TO MEET FINAL GRADES INDICATED ON PLAN.
3. SEE SHEET CG121 AND CG122 FOR BID OPTION
APRON AND BID OPTION ASPHALT SHOULDER 2
GRADING.
A14
CG501
A6
CG501
D
CB
IP
STORM DRAIN
LIMITS OF DISTURBANCE
NOTES:
LEGEND:
18" SD RCP
AutoCAD SHX Text
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
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SF
SFSF
SF
SF
SF
SF
SF
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD
SD
SD
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SD
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SD
SD
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CONCRETE
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CONCRETE
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C O
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C O
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-1.93%
-2.43%
-1.36%
I
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IWMH-1
IWMH-2
EQUIP PAD
FF = 3224.00
GENERATOR PAD
FF=3223.00
PAD FF=3224.00
IP
IP
SF
SF
IP
SF
SF
SF
SF
SF
SF
SF
SF
CB
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CB
SD
SD
CB-6B RIM=3221.90
CB-6D
RIM=3221.90
SD
S
S S
S
SSMH-3
RIM=3222.78
SSMH-2
RIM=3222.69
SSMH-1
RIM=3223.36
SD3
MH
50.00' @ -1.00%
50.00' @ -1.00%
-1.06%-9.64%
-2.71%
-2.68%
CB
CB-6C
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SD
SD
IP
SD
SD2
SD
CB
BOTTOM
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BOTTOM
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4" UD
4" UD
4" UD
4" U
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U D
4" UD
4" UD
4" U
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EMH60-1
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SD3
SD
3222.65
3223.90
3223.89
3223.90
3223.50
3223.48
3223.50
3223.50
3223.45
MATCH EXIST.
3221.95
MATCH EXIST.
3222.45
MATCH EXIST.
3223.89
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.50
.55
3223.55
3223.84
.84
3223.84
3223.64
3223.77
3223.70
.96
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B/C=3223.50
3222.66
3223.10
B/C=3222.25
3222.77
3223.90
3223.90
3223.90
3223.50
3223.50
3223.50
3223.26
3223.60
3223.84
3223.78
3223.12
3222.95
3223.60
3223.77
3223.90
3223.90
3223.90
3222.27
3223.90
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3223.90
3223.90
3223.48
3223.84
3223.74
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3223.84
3223.10
.84
3223.50
3223.66 3223.66
3223.00
3223.60
3223.36
3223.66 3223.66
3223.50 AT BLDG. EDGE (TYP)
3223.20 AT LANDSCAPE ROCK STRIP (TYP)
3223.50 AT BLDG. EDGE (TYP)
3223.20 AT LANDSCAPE ROCK STRIP (TYP)
3223.50 AT BLDG. EDGE (TYP)
3223.20 AT LANDSCAPE ROCK STRIP (TYP)
3223.50 AT BLDG. EDGE (TYP)
3222.20 AT LANDSCAPE ROCK STRIP (TYP)
LO FACILITY SHOPS
F.F. = 3223.94
ARCH ELEV - 100'-0"
LO FACILITY HANGAR
F.F = 3223.50
ARCH ELEV - 99'-6 3/4"
CB-3N
RIM=3223.25
CABINET PAD
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CONNECT UD
PIPE TO SD
CORE DRILL
INTO PIPE.
INV=3217.00
3223.51
3223.50
3223.50
.00
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25 32
32223222
MATCH EXIST.
3221.88
MATCH EXIST.
3221.93
3223.50
3223.50
MATCH EXIST.
3224.19
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
.50
UD INV.
3219.50
UD INV.
3220.00
UD INV.
3219.50
UD INV.
3220.00
UD INV.
3218.50
UD INV. 3219.00
4" SOLID WALL PIPE FOR
CONNECTION TO CATCH BASIN (TYP)
4" PERFORATED
UNDERDRAIN PIPE (TYP)
UD INV.
3220.00
UD INV.
3218.50
UD INV.
3217.50
SUMP PUMP DRAIN
PIPE INV. 3218.50
UD INV.
3218.00
UD INV.
3218.10
UD INV.
3219.00
UD INV.
3219.00
UD INV.
3220.50
UD INV. 3218.50
US Army Corps of Engineers ®
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F O
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CG103
G R
AD
IN
G P
LA
N
K.
W
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TA
D . M
U
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IN
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R . B
AR
5 67
PLAN
NORTH
KEY PLAN:
A1 GRADING PLAN 3
SCALE: 1"=20' 20' 40'0
M
AT
C H
LI
N
E
SH
EE
T
C G
MATCHLINE
SHEET CG105
MATCHLINE
SHEET CG101
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SF
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
A14
CG501
A6
CG501
D
CB
IP
NOTE:
LEGEND:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS
THAN 0.75 OR GREATER THAN 1.25 ASPECT RATIO
OF LENGTH TO WIDTH) SHALL BE REINFORCED.
M
AT
C H
LI
N
E
SH
EE
T
C G
AutoCAD SHX Text
SS
AutoCAD SHX Text
TO
W
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NL
Y
X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
-0.43%
IP
IP
D
D
CB
D
MH-2A
RIM=3222.70
SD2
MH-3B
RIM=3221.75
SD3
SD
CB-1C
RIM=3221.22
MH-3A
RIM=3221.67
SD
4+
5+
6+
SD3
-0 .5
1%
-0.44%
-0.78%
25.00'
SHOULDER
@ -2.00% 25.00'
@ -2.00% -2.25%
4.00'
SWALE
4.0 0'
SW
ALE
MH
50.00' @ -1.00%
-0.
-0.96%
-0.34%
-0 .9
3% -0
.9 3%
-0 .7
5% -0
.7
7%SD2
SD
SD
N: 673516.27 E: 1242442.94
N: 673581.67 E: 1242453.26
6" U
D 6"
U D
6" U
D 6"
U D
BID OPTION
ASPHALT
SHOULDER
1 - SEE
NOTE 2
AND 3
CMH-17
RIM=3222.79
N: 673611.83 E: 1242349.94
MATCH
-0.87%
.30
.75
.72
.86
.60
.11
.53
3218.00
MATCH
.28
.43
.59
.66
.48
.29
.11
.93
.75
.75
.93
3221.11
.30
.48
.66
.53
.40
.27
.20
.20
.16
.18
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
.34
N: 673624.92 E: 1242470.88
.25
.45
SF
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
EC
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D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
EL
LS
W O
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A
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F O
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BA
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, S
D O
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A D
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AV
EN
U
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M
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A, N
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A.
M
AS
H
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AP
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IL
EL
AF
D
R
AW
IN
G
C O
D E:
AD
VE
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TI
SE
M
EN
T
- 1
D
ES
IG
N
B-
: L O
W O
BS
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VA
BL
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BA
Y
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TO
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AT
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N F
AC
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IT
Y
PN
: F
XB
M
8, F Y
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
W
F-
-R
-0
AP
R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
CG104
G R
AD
IN
G P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
5 67
PLAN
NORTH
KEY PLAN:
A1 GRADING PLAN 4
SCALE: 1"=20' 20' 40'0
M
AT
C H
LI
N
E:
S
EE
S
H
EE
T C
G
FO
R C
O N
TI
N
U
AT
IO
N
MATCHLINE
SHEET CG106
MATCHLINE
SHEET CG102
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SF
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
A14
CG501
A6
CG501
D
CB
IP
NOTES:
LEGEND:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS
THAN 0.75 OR GREATER THAN 1.25 ASPECT RATIO
OF LENGTH TO WIDTH) SHALL BE REINFORCED.
2. BASE BID GRADING TO MATCH INDICATED FINAL
GRADES WITH 11
4" EDGE DROP AT CONCRETE
EDGE WITH 4" TOPSOIL LAYER. BID OPTION -
ASPHALT SHOULDER 1 TO INCLUDE LIME MODIFIED
SUBGRADE, GCA BASE, AND ASPHALT PAVEMENT
TO MEET FINAL GRADES INDICATED ON PLAN.
3. SEE SHEET CG121 AND CG122 FOR BID OPTION
APRON AND BID OPTION ASPHALT SHOULDER 2
GRADING.
AutoCAD SHX Text
CPT
AutoCAD SHX Text
CPT
AutoCAD SHX Text
TAXIWAY ALPHA
SD
SD
SD
SD
MATCH EXISTING
PAVEMENT
TAXIWAY A
MATCHING EXISTING
TAXIWAY AND
SHOULDER
CASTLE DRIVE
SD
SD
SD
SD
SD
SD SDSD
SD
SD
SD
SD
SD
SD SD SD SD
SD SD
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
CONCRETE
SD
SD
SD
ST
OP
CASTLE DRIVE
-2 .85
-1 1.
-1 .6
8%
-1.54%
-2 .8
5%
-2 .2
8%
I I
IWMH-8
RIM=3223.82
SLAB
FF=3224.00
IWMH-7 IP
IP
SF
SF
SF
D
CB
CB8+82.13
7+008+00
CB-11C
SD4
SD11
SDMH-11D
RIM=3221.67
SD
CO
6" UD
EXISTING CLEANOUT
IP
-1 .5
9%
-2 .7
1%
-2 .6
0% -1
.4 7%
ASPHALTCONCRETE
SF SF SF
SF
SF
SF
SF
SF SF SF
-2.00%
6" UD
CONNECT TO
EXISTING
STORM LINE
SD
SD
.0
.68
MATCH EXIST.
3224.82
MATCH EXIST.
3223.94
MATCH EXIST.
3223.19 MATCH EXIST.
3220.97
MATCH EXIST.
3220.95
MATCH EXIST.
3224.00
MATCH EXIST.
3221.93
MATCH EXIST.
3222.19
MATCH EXIST.
3223.46
MATCH EXIST.
3223.29
3221.57
3221.00
3223.00
.50
3220.35
3223.48
MATC
H
.94
MATC
H
.91
MATC
H
.76
MATC
H
.55
MATC
H
.79
MATC
H
.80
3220.743221.053221.33
3221.55
3221.79
3221.44
3221.16
3220.70
PAD FF=3224.00
3223.663223.66
3223.00 3223.00
3223.36
.40
.66
.66
3223.66
3220.29 3220.663220.92
3221.15
MATCH EXIST.
3221.75
3222.75
3223.00
22 3221
3222 3221
32213221
32223223
LIMITS OF DISTURBANCE
MATCH EXISTING PAVEMENT
EXCO1
SFSF
SF
SF
SF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
D
CB-4A
RIM=3220.70
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
EL
LS
W O
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TH
A
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F O
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E
BA
SE
, S
D O
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A D
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AV
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A, N
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A.
M
AS
H
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AP
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IL
EL
AF
D
R
AW
IN
G
C O
D E:
AD
VE
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TI
SE
M
EN
T
- 1
D
ES
IG
N
B-
: L O
W O
BS
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VA
BL
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BA
Y
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TO
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N F
AC
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PN
: F
XB
M
8, F Y
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
W
F-
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-0
AP
R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
CG105
G R
AD
IN
G P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
5 67
PLAN
NORTH
KEY PLAN:
A1 GRADING PLAN 5
SCALE: 1"=20' 20' 40'0
M
AT
C H
LI
N
E
SH
EE
T
C G
MATCHLINE
SHEET CG103
M
AT
C H
LI
N
E
SH
EE
T
C G
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SF
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
A14
CG501
A6
CG501
D
CB
IP
NOTE:
LEGEND:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS
THAN 0.75 OR GREATER THAN 1.25 ASPECT RATIO
OF LENGTH TO WIDTH) SHALL BE REINFORCED.
G1
CG501
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
TAXIWAY A
CONCRETE
CONCRETE
ASPHALT
CONCRETE
BUILDING7279
CONCRETE X
CONCRETE
ASPHALT
BUILDING7279
XXXX
X X
-3.35%
-4 .03
-1.63% -3.36%
-1.
-0.56%
-2 .6
7%
-0 .9
9%
-1.45%
-0.94%
-1.07%
-0.23%
IP
IP
D
CO
D
D
CB
2+00
3+00
4+00
5+00
6+00
SQTM1
RIM=3219.49
SD
SD
SDMH-11B
RIM=3219.06
SD11
SDCB-11A
RIM=3217.46
SD11
SD11
0+
1+
2+
3+
C O
CO
CO
CO
CO
6" UD
6" U
D
IP
-0 .3
5%
-2 .0
0%
-1 .9
9% -1
.8 1%
-1 .7
6%-0 .3
8%
-1 .4
6%
6" UD
M H
-0.05%
-1.
-3 .0
4%
-1.69%
6" U
D
6" U
D
SD11
SEE TAXIWAY PROFILE
ON SHEET CG201
CO
6" UD 6" UD 6" UD
6" UD
6" U
D
6" U
D
6" U
D
6" U D
6" U D
CMH-18
RIM=3219.85
MATCH EXIST.
3220.20
MATCH EXIST.
3219.95
MATCH EXIST.
3218.52
MATCH EXIST.
3217.67
MATCH EXIST.
3217.59
.34
.04
3220.07
.44
.77
.33 32
.00
3221.50
.46
.03
.60
.05
.7
.56
MATCH
3220.03
MATCH
3219.95
3221.16
.75
.03
.30
.07
.84
.61
3220.54
3220.53
MATCH EXIST.
3220.63
.33
3219.39
.1
.9
.8
.6
3219.55
3219.66
3219.76
3219.86
3219.95
3220.84
3219.53
3219.58
3219.78
3220.17
3219.79
3219.61
.54
.26
3221.77
3219.18
3219.10
3219.14
3219.34
3219.73
3219.60
.52
.42
.32
.23
.11
.97
.74
.40
.20
.06
.66
3220.33
.83
1832193221
6" UD
6" UD
2.0% SLOPE
25FT
CO-2
CO-7 CO-8
CO-6
CO-5
CO-1
CO-4
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSF
SFSFSFSFSF
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
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AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
EL
LS
W O
R
TH
A
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F O
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E
BA
SE
, S
D O
M
AH
A D
IS
TR
IC
T
C
AP
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O
L
AV
EN
U
E O
M
AH
A, N
E
A.
M
AS
H
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AP
R
IL
EL
AF
D
R
AW
IN
G
C O
D E:
AD
VE
R
TI
SE
M
EN
T
- 1
D
ES
IG
N
B-
: L O
W O
BS
ER
VA
BL
E 2-
BA
Y
R
ES
TO
R
AT
IO
N F
AC
IL
IT
Y
PN
: F
XB
M
8, F Y
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
W
F-
-R
-0
AP
R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
CG106
G R
AD
IN
G P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
5 67
PLAN
NORTH
KEY PLAN:
A1 GRADING PLAN 6
SCALE: 1"=20' 20' 40'0
M
AT
C H
LI
N
E
SH
EE
T
C G
MATCHLINE
SHEET CG104
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SF
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
A14
CG501
A6
CG501
D
CB
IP
NOTE:
LEGEND:
1. ALL CONCRETE PANELS THAT SUPPORT UTILITY
STRUCTURES OR ARE IRREGULAR IN SHAPE (LESS
THAN 0.75 OR GREATER THAN 1.25 ASPECT RATIO
OF LENGTH TO WIDTH) SHALL BE REINFORCED.
AutoCAD SHX Text E
AutoCAD SHX Text
THRESHOLD
EL=3216.93
CPT
DS
SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
STORM SEWER MH
RIM=3215.65
FL SW=3206.67
FL NE=3209.58
FL SE=3206.31
" R
C P
36" RCP
24" RCP
SDSDSDSDSDSDSDSDSDSDSDSDSDSD
M C
C O
N N
EL
L
BO
U
LE
VA
R D
(A
SP
H
AL
T)
PRIDE HANGAR (BUILDING 7504)
CB
CB
CB
AGE DRAIN 1
RIM=3216.30
AGE DRAIN 2
RIM=3216.55
AGE DRAIN 3
RIM=3216.30
-0.50% -0.50%
-0.50%
-0.50%
-3.62%
-3.23% -1.78%
-3.54%
-3 .6
8%
-1 .8
3%
CB
D
DRAIN VALVE
CB-7
RIM=3213.50
INV=3210.00
" S
D
SDMH-7
RIM=3215.06
REPLACE EXISTING INLET
WITH NEW TRAFFIC RATED
STRUCTURE. MATCH EXISTING
INVERT.
LPLP
TANK
3216.80
3216.80
3216.80
.80
.80
3216.80
.80
3216.80
MATCH
3215.96±
MATCH
3216.48±
MATCH
3215.88±
3215.53±
MATCH
3216.53±
MATCH
3216.27±
MATCH
3216.42±
MATCH
3215.74±
MATCH
.06
3215.64±
3215.73±
3215.80±
MATCH
3216.33±
MATCH
3216.70±
TOP CURB
3217.13
TOP CURB
3217.13
TOP CURB
3217.13 TOP CURB
3217.13
TOP CONTAINMENT
BASIN = 3217.50
(12" MIN. ABOVE
SURROUNDING GRADE)
MATCH
3215.71±
MATCH
3215.54±
3215.25±
3216.69±
3216.44±
3216.50±
3215.54±
3215.70±
.8 7±
3216.29±
3215.75±
3215.35±
3215.00±
3214.75±
3214.00±
3216.22±
3216.26±
3216.23±
MATCH
3214.59±
MATCH
3214.60±
MATCH
3214.57±
.2 1±
.19
3215.34±
MATCH
3214.56±
MATCH
3214.82±
TOP CURB
3217.13
TOP CURB
3217.13
TOP CURB
3217.13 TOP CURB
3217.13
MATCH
3216.61±
MATCH
3216.83±
MATCH3216.74±
MATCH3216.68±
MATCH
3217.00±
MATCH
3217.05±
MATCH3216.66±
MATCH3216.72±
AGE FUEL ISLAND CONSTRUCT NEW
FUEL ISLAND PRIOR TO DEMOLITION
OF THE EXISTING AGE FUEL ISLAND
AND SURROUNDING PAVEMENT USED
FOR AGE PARKING. SEE DRAWING
MF501 FOR ADDITIONAL INFORMATION.
COORDINATE WITH CONTRACTING
OFFICER AND BASE CE.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
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B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
EL
LS
W O
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A
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F O
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BA
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, S
D O
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A D
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D
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C O
D E:
AD
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M
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D
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N
B-
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TO
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N F
AC
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PN
: F
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F O
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IC
IN
G
CG113
G R
AD
IN
G P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
5 67
PLAN
NORTH
KEY PLAN:
A1 GRADING PLAN 13
SCALE: 1"=10' 10' 20'0
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
SILT FENCE
AREA INLET PROTECTION
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SF
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
A14
CG501
A6
CG501
D
CB
1. ELEVATION 100'-0" ON STRUCTURAL DRAWING S-191
EQUALS ELEVATION 3216.80 ON CIVIL DRAWINGS. SEE
STRUCTURAL DRAWING FOR ADDITIONAL
INFORMATION.
2. SEE OVER EXCAVATION AND ENGINEERED FILL
REQUIREMENTS ON CD113.
NOTES:
LEGEND:
AutoCAD SHX Text T
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
SS
AutoCAD SHX Text T
AutoCAD SHX Text
30' - 9" 30' - 0" 493' - 10" 30' - 9"
585' - 4"
4"
0"
HANGAR BAY 2
EXHAUST PLENUM
130B
HANGAR BAY 1
EXHAUST PLENUM
103A
SUPPLY PLENUM
SUPPLY PLENUM
LO PART STORAGE
136 PAINT BOOTH
DEMIL
HAZMAT/ LO
STORAGE
BOILER ROOM
AIR COMPRESSOR
FIRE PUMP
BREAK ROOM
JAN
(M) DIRTY
139 (W) DIRTY
(W) CLEAN
(M) CLEAN
INITIAL
ACCUMULATION
POINT
FABRICATION
ELEC
TOOL / SUPPORT
EQUIP
SECURE OFFICE
OFFICE
OFFICE
TRAINING
ROOM
OFFICE
OFFICE
COMM
MOTHERS ROOM
CORRIDOR
SECURE VEST
112A
CORRIDOR
VEST
(M) CLEAN
SHOWER
(M) DIRTY SHOWER
(W) DIRTY SHOWER
(W) CLEAN
SHOWER
FIELD TRAINING
DETACHMENT
COMPOSITE
SANDING ROOM
SILICONE
SANDING
ROOM
STAIR 01
STAIR 02
AIR SHOWER
CORRIDOR
154B
VEST
EXHAUST PLENUM
103B
VEST
VEST
EXHAUST PLENUM
130A
VEST
ELEC
CORRIDOR
154A
FOAM ROOM
FOAM ROOM
BLAST SHIELD ON CONCRETE FOUNDATION BLAST SHIELD ON CONCRETE FOUNDATION BLAST SHIELD ON CONCRETE FOUNDATION BLAST SHIELD ON CONCRETE FOUNDATION
STOP
US Army Corps of Engineers ®
SHEET ID
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F-
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-0
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- 1
D
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IG
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SU
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F O
R P
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IN
G
1. INSTALL FOUNDATION DRAIN PIPE AROUND
LIMITS OF OVEREXCAVATION AT PERIMETER
OF THE HANGAR. SLOPE FOUNDATION DRAIN
PIPE MINIMUM 0.5% TO SUMPS. SEE
MECHANICAL/STRUCTURAL FOR PITS AND
SUMP PUMPS.
2. SUBGRADE PREPARATION:
OVEREXCAVATION AND INSTALLATION OF
3-FOOT OF ENGINEERED FILL BELOW
FOUNDATIONS AND 4-FOOT ENGINEERED
FILL BELOW SLAB-ON-GRADE, SEE SECTION
A ON THIS DRAWING.
CG120
O
VE
R
EX
C
AV
AT
IO
N P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
B21 LO
HANGAR
4" FOUNDATION
DRAIN PIPE
SEE NOTE 1
SUMP PUMP ( SEE
MECHANICAL AND
STRUCTURAL SHEETS)
NOTES:
PLAN
NORTH
30' 60'0E1 OVEREXCAVATION PLAN
SCALE: 1"=30'
5.00' MIN 5.00' MIN1% 1%
1% 1%
UNDISTURBED SUBGRADE SOILS (TYP)
EL VARIES - SEE
STRUCTURAL
SE
E
N O
TE
SE
E
N O
TE
A1 TYPICAL OVEREXCAVATION
SCALE: NTS
0.50%
0.
0.50%
0.
0.50%0.50%
SE
E
N O
TE
1:1
SLO
PE M
IN
1:1 SLOPE MIN
1:1 SLOPE MIN
SEE NOTE 2
SUMP PIT ( SEE MECHANICAL
AND STRUCTURAL SHEETS)
SUMP PUMP ( SEE MECHANICAL
AND STRUCTURAL SHEETS)
4" TOPSOIL
UNPAVED
GRASS
AREAS
LANDSCAPING ROCK
AND SUBDRAIN
INTERIOR FOOTING
INTERIOR
FLOOR SLAB
VAPOR BARRIER PAVEMENT SECTION AND
BASE COURSE LAYERS
PERIMETER
FOUNDATION DRAIN
SEE NOTE 1
PERIMETER
FOUNDATION DRAIN
TO DRAINAGE SUMPS
ENGINEERED FILL (TYP)
ON SITE CLAY
BACKFILL
ON SITE CLAY
BACKFILL
6" LAYER OF FREE DRAINING
GRAVEL WRAPPED IN 8 oz
NON-WOVEN FILTER FABRIC
SEE SPECIFICATION 31 00 00
ENGINEERED
FILL (TYP)
FOUNDATION DRAIN
INV = 3215.50
FOUNDATION DRAIN
INV = 3214.70
FOUNDATION DRAIN
INV = 3215.50
FOUNDATION DRAIN
INV = 3214.70
FOUNDATION DRAIN
INV = 3214.00
TO SUMP PIT
SEE MECHANICAL
DRAWINGS
BLDG FOUNDATION
SUMP DRAIN
INV OUT = 3220.50
SEE CU103 FOR
CONTINUATION
SEE CG101 FOR
CONTINUATION
OF DRAIN PIPE
INV = 3219.00
FOUNDATION DRAIN
INV = 3214.00
TO SUMP PIT
SEE MECHANICAL
DRAWINGS
FOUNDATION
DRAIN PIPE
INV = 3215.50
FOUNDATION DRAIN
INV = 3214.00
TO SUMP PIT
SEE MECHANICAL
DRAWINGS
SEE CG103 FOR
CONTINUATION
OF DRAIN PIPE
INV = 3219.00
FINAL GRADE AROUND
EQUIPMENT PADS TO
BE 4 INCHES BELOW
TOP OF PAD
ENGINEERED FILL
THICKNESS 24
INCHES UNDER
BOTTOM OF
EQUIPMENT PADS
FOR AREA
OUTLINED
CONSTRUCT 24 INCH LAYER OF SELECT CLAY CL
OR CH MATERIAL FILL AROUND EQUIPMENT PADS
WITH 4 INCHES OF TOPSOIL AND SEEDING. LIMITS
TO EXTEND 5 FT BEYOND EQUIPMENT PADS.
4 FEET ENGINEERED FILL 4 FEET ENGINEERED FILL
4 FEET ENGINEERED FILL
1:1 SLOPE OR AS
REQUIRED BY OSHA
AND SECTION 31 00 00
EARTHWORK
UNDISTURBED
SUBGRADE
SOILS (TYP)
UNDISTURBED
SUBGRADE
SOILS (TYP)
FOUNDATION
OVEREXCAVATION
LIMITS SEE SECTION
THIS SHEET
CG120
A
CG120
A
X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
D
CB
CO
CB
DD
MH-2A
RIM=3222.70
CB-1E
RIM=3221.97
CB-1D
RIM=3221.47
TEMP MH-1F
RIM=3221.81
TEMP MH-1G
RIM=3221.45
-0 .5
1%
-2.25%
-3.65%
-0.
6" U
D 6"
U D
SD2
MATC
H
.00
MATC
H
.52
.38
6" U
D
SD
SD1SD1SD1
6" U
D
SD2
6" U
D 6"
U D
6" U
D
SD
SD1
.50
N: 673977.38 E: 1242838.68
.88
.90
.93
3221.95
.99
.98
.92
.83
.73
.64
.54
.39
.42
.45
.49
.53
.54
IP
IP
4.00'
SWALE
US Army Corps of Engineers ®
SHEET ID
U S
AR
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N N
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3 5 7 9 11 13 15 17 19
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CG121
BI
D
O
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R . B
AR
A1 BID OPTION GRADING PLAN 21
SCALE: 1"=20' 20' 40'0
MATCHLINE: SEE SHEET CG122 FOR CONTINUATION
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
LEGEND:
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
NOTES:
1. SEE CP101 TO CP116 FOR CONCRETE JOINTING AND
ELEVATION PLANS.
2. BID OPTION APRON CONCRETE GRADING - CONSTRUCT
FILL MATERIAL AND 4" TOPSOIL TO MEET INDICATED
FINAL GRADES TO LIMITS OF GRADING. BID OPTION
ASPHALT SHOULDER 2 - CONSTRUCT ASPHALT
PAVEMENT, BASE COURSE, AND LIME MODIFIED
SUBGRADE TO MEET INDICATED FINAL GRADES.
D
CB
CO
BID OPTION GSE
CONCRETE SEE
CP105
BID OPTION
APRON
CONCRETE
25.00' 2.00%
25.00' 2.00%
SEE NOTE
BID OPTION
ASPHALT
SHOULDER 2
SEE NOTE 2
KEY MAP
N.T.S.
N
BID OPTION GSE
CONCRETE SEE
CP105
BASE BID APRON
SEE CP101 TO CP106
AREA INLET
PROTECTIONIP
AutoCAD SHX Text
BUILDING7279
CONCRETE X
BUILDING7279
.03
.18
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XXXX
X X
D
CB
D
CO
MH-3B
RIM=3221.75
CB-1C
RIM=3221.22
MH-3A
RIM=3221.67
321932
-0 .5
1%
-0.43%
-2.00%
-3.22%
C O
CO
MATC
H
.02
.87
MATC
H
.96
.28
.50
32203220
SD
SD
SD3
SD3
SD
6" U
D
.45
3218.00
N: 673581.67 E: 1242453.26
N: 673513.66 E: 1242441.13
.54
.51
.44
.36
.28
3221.28
.28
3221.28
3221.36
.44
.52
.55
.50
.46
.29
.2
IP
IP
6" U
D
4.00'
SWALE
4.0 0'
SW
ALE
.25
US Army Corps of Engineers ®
SHEET ID
U S
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B Y:
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N N
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3 5 7 9 11 13 15 17 19
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F O
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KEY MAP
N.T.S.
N
A1 BID OPTION GRADING PLAN 22
SCALE: 1"=20' 20' 40'0
MATCHLINE: SEE SHEET CG121 FOR CONTINUATION
BID OPTION
APRON
CONCRETE
25.00' 2.00%
25.00' 2.00%
SEE NOTE 2
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
18" SD RCP STORM DRAIN
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
LEGEND:
DROP INLET
MANHOLE
-0.50%
3223.00
TC3223.00
BC3223.00
NOTES:
1. SEE CP101 TO CP116 FOR CONCRETE JOINTING AND
ELEVATION PLANS.
2. BID OPTION APRON CONCRETE GRADING - CONSTRUCT
FILL MATERIAL AND 4" TOPSOIL TO MEET INDICATED
FINAL GRADES TO LIMITS OF GRADING. BID OPTION
ASPHALT SHOULDER 2 - CONSTRUCT ASPHALT
PAVEMENT, BASE COURSE, AND LIME MODIFIED
SUBGRADE TO MEET INDICATED FINAL GRADES.
D
CB
BID OPTION
ASPHALT
SHOULDER 2
SEE NOTE 2
SHOULDER
CG122
BI
D
O
PT
IO
N
G R
AD
IN
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N
K.
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AR
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D . M
U
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IN
G
R . B
AR
BASE BID APRON
SEE CP101 TO CP106
BID OPTION GSE
CONCRETE SEE
CP105
BID OPTION GSE
CONCRETE SEE
CP105
AREA INLET
PROTECTIONIP
CO CO
CO
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CPT
AutoCAD SHX Text
CPT
AutoCAD SHX Text
.9
0+00
.6
.6
.0
.3
.9
.2
.6
.1
1+00
.2
.0
.7
.0
.4
.1
.1
.2
2+00
.4
.4
.7
.6
.8
.8
.5
.0
3+00
.6
.7
.0
.3
4+00
LO STA. 1+32.58
EL. 3220.053
0.75%
PV
I S
TA
. 3
+2 3.
EL
. 3
1.
G1 -1.00% G2 0.75% K 100.08
PV
C
S
TA
. 0 +3
2.
EL
. 3
0.
PV
T
ST
A.
+0
7.
EL
. 3
0.
L 175.00'
PV
I S
TA
. 1
+2
EL
. 3
9.
48" SD11
15" SD3
℄ TAXIWAY A
PROPOSED GRADE
EXISTING GRADE
MATCH
EXISTING
PAVEMENT EDGE OF
EXISTING
TAXIWAY
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
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N N
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3 5 7 9 11 13 15 17 19
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2 4 6 8 10 12 14 16 18 20
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A1 ROW 60 TAXIWAY CENTERLINE PROFILE
SCALE: 1"=20' 20' 40'04' 80'0
VERT. HORZ.
FLOW
2" x 4" CENTERED IN DRAIN
TILE (TO PREVENT DRAIN
TILE FROM ENTERING INLET)
CURB INLET
CAP AT EACH END (2 TYP)
NOTE:
1. PLACE 4" PERFORATED PVC PIPE, FILLED WITH 1/2"-1" DIA.
GRAVEL, IN FRONT OF CURB INLET AS SHOWN.
2X4 LENGTH INLET TYPE INLET OPENING
5' - 6' 1-A 5' - 0"
10' - 6' 1-A 10' - 0" 15' - 6' 1-A 15' - 0"
CAP AT
EACH END
(2 TYP)
COARSE GRAVEL
INSIDE DRAIN TILE
2" x 4" CENTERED
IN DRAIN TILE
(LENGTH VARIES -
SEE TABLE)
FLOW
BACK OF CURB
2.00'
RUNOFF
PONDING HEIGHT
" M
IN
WOOD POST
36" HIGH MAX. FILTER FABRIC ATTACH
SECURELY TO UPSTREAM
SIDE OF POST
4" X 6" TRENCH WITH
COMPACTED BACKFILL
MATERIAL SPECIFICATION:
SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE. THE POSTS USED TO
SUPPORT THE SILT FENCE FABRIC SHOULD BE A HARDWOOD MATERIAL WITH THE FOLLOWING
MINIMUM DIMENSIONS: 2" SQUARE (NOMINAL) BY 4' LONG. SILT FENCE FABRIC SHOULD BE ATTACHED
TO THE WOODEN POSTS WITH STAPLES, WIRE, ZIP TIES, OR NAILS.
PLACEMENT:
A SLOPE BARRIER SHOULD BE USED AT THE TOE OF A SLOPE WHEN A DITCH DOES NOT EXIST. THE SLOPE BARRIER SHOULD BE PLACED ON NEARLY LEVEL GROUND 5' TO 10' AWAY FROM THE TOE OF A
SLOPE. THE BARRIER IS PLACED AWAY FROM THE TOE OF THE SLOPE TO PROVIDE ADEQUATE
STORAGE FOR SETTLING OUT SEDIMENT. WHEN PRACTICABLE, SILT FENCE SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. SILT FENCE SLOPE BARRIERS
CAN ALSO BE PLACED ALONG RIGHT-OF-WAY FENCE LINES TO KEEP SEDIMENT FROM CROSSING
ONTO ADJACENT PROPERTY. WHEN PLACED IN THIS MANNER, THE SLOPE BARRIER WILL NOT LIKELY
FOLLOW CONTOURS.
PROPER INSTALLATION METHOD:
EXCAVATE A TRENCH THE LENGTH OF THE PLANNED SLOPE BARRIER THAT IS 6" DEEP BY 4" WIDE.
MAKE SURE THAT THE TRENCH IS EXCAVATED ALONG A SINGLE CONTOUR. WHEN PRACTICABLE,
SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW.
PLACE THE SOIL ON THE UPSLOPE SIDE OF THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH OF SILT FENCE FABRIC ON THE DOWNSLOPE SIDE OF THE TRENCH. PLACE THE EDGE OF THE FABRIC IN THE TRENCH STARTING AT THE TOP UPSLOPE EDGE. LINE ALL THREE SIDES OF THE TRENCH WITH THE FABRIC. BACKFILL OVER THE FABRIC IN THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO 36" OF SILT-FENCE FABRIC SHOULD REMAIN EXPOSED. LAY THE EXPOSED SILT FENCE UPSLOPE OF THE TRENCH TO CLEAR AN AREA FOR DRIVING IN THE POSTS. JUST DOWNSLOPE OF THE TRENCH, DRIVE POSTS INTO THE GROUND TO A DEPTH OF AT LEAST 18". PLACE POSTS NO MORE THAN 4' APART. ATTACH THE SILT
FENCE TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP TIES, OR NAILS.
LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID:
WHEN PRACTICABLE, DO NOT PLACE SILT FENCE SLOPE BARRIERS ACROSS CONTOURS. SLOPE
BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. WHEN
THE FLOW CONCENTRATES, IT OVERTOPS THE BARRIER AND THE SILT FENCE SLOPE BARRIER
QUICKLY DETERIORATES. DO NOT PLACE SILT-FENCE POSTS ON THE UPSLOPE SIDE OF THE SILT FENCE FABRIC. IN THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESTRICTED BY THE POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE WILL RIP AND FAIL.
DO NOT PLACE SILT FENCE SLOPE BARRIERS IN AREAS WITH SHALLOW SOILS UNDERLAIN BY ROCK. IF THE BARRIER IS NOT SUFFICIENTLY ANCHORED, IT WILL WASH OUT. SILT FENCE SLOPE BARRIERS MUST BE DUG INTO THE GROUND-SILT FENCE AT GROUND LEVEL DOES NOT WORK BECAUSE WATER
WILL FLOW UNDERNEATH.
INSPECTION AND MAINTENANCE:
SILT FENCE SLOPE BARRIERS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL OF 1/2" OR MORE. THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD BE ADDRESSED
DURING EACH INSPECTION:
ARE THERE ANY POINTS ALONG THE SLOPE BARRIER WHERE WATER IN CONCENTRATING?
DOES WATER FLOW UNDER THE SLOPE BARRIER?
DO THE SILT FENCES SAG EXCESSIVELY?
HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS?
DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE SLOPE BARRIER?
AREA
INLET
8"
FILTER FABRIC
1" X 4" CROSS BRACE
WOODEN POSTS
AREA INLET WITH GRATE
" M
IN
8"
8"
BURIED
FILTER
FABRIC
RUNOFF WATER
WITH SEDIMENT
BACKFILL WITH
SOIL OR GRAVEL
SILT FENCE /
FILTER FABRIC
CHICKEN WIRE BACKING
STAKES
1" X 4" CROSS BRACE
FILTERED WATER
(BOTH SIDES)
INLET PROTECTION SHALL CONSIST OF FILTER SOCK
LAID ON TOP OF THE GRATED INLET TO SUFFICIENTLY
COVER THE OPEN AREAS OF THE INLET.
SCALE: NTS
INLET PROTECTIONA6 SCALE: NTS
SILT FENCEA14
SCALE: NTS
CURB INLET PROTECTIONG7
SILT SOCK AROUND PERIMETER
OF INLET CORE
SILT FENCE FOR INLETS
UNPAVED AREAS OR UNTIL
NEW PAVEMENT IS INSTALLED
6"
18"
NOTES:
1. ALL FILTER FABRIC JOINTS SHALL OVERLAP A MINIMUM
OF 1.00'.
2. UNDERDRAIN CONNECTIONS TO MANHOLES/INLETS
SHALL BE NONPERFORATED AND ALL BENDS SHALL BE
MADE USING 45 DEGREE ELBOWS. 90 DEGREE BENDS
SHALL BE CONSTRUCTED WITH TWO ELBOWS
SEPARATED BY AT LEAST 1.00' OF STRAIGHT PIPE.
GEOTEXTILE FILTER FABRIC
FILTER MATERIAL
(SEE SPEC SECTION 33 46 16)
6" DIA PERFORATED
SMOOTH INTERIOR
SUBDRAIN PIPE WITH
SOCK WITH FILTER FABRIC
(SEE SPECIFICATION
SECTION 33 46 16)
30"
G1 SCALE: NTS
UNDER DRAIN TRENCH - STORM BASINS
SUBGRADE FILL
4" TOPSOIL AND SEED
CG501
A14
US Army Corps of Engineers ®
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BUILDING
12302
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
CONCRETE
CONCRETE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONEX CONTAINER
CONEX CONTAINER
SD
CONCRETE
ASPHALT
CONCRETE
CONCRETE
BUILDING7279
ST
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CONCRETE
C O
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ASPHALTASPHALT
CONCRETE
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ASPHALT
ASPHALT
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X X X X
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X X
X X
XXXXX
X
SD
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALTASSUMED GUTTER LIP
UNDER ASPHALT OVERLAY
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
TO
W
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TO
W O
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32233223
32223223
TAXIWAY ALPHA
75.00'
TAXILANE
DITCH
BASE BID
GSE ASPHALT
BASE BID
GSE ASPHALT
BASE BID
GSE ASPHALT
DOCK
LO
HANGAR
H
AM
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TO
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TR
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CASTLE DRIVE
ECP 1
TAXIWAY A
BID OPTION
ASPHALT
SHOULDER 2
BID OPTION APRON
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CO
CO
CO
CO
CO
CO
CO
CO
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CO
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CO
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CO
CO
CO
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CB
CB
CO
CB
D
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D
C O
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CB
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CB
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I
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0+00 1+00 2+00 3+00 4+004+15.060+50.00 1+50.00 2+50.00 3+50.00
0+00 1+00 2+00 3+00 4+004+15.060+50.00 1+50.00 2+50.00 3+50.00
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
O
F
EN
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IN
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R
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D R
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PL
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D . M
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A1 PAVEMENT CROSS SECTION OVERALL PLAN
SCALE: 1"=60' 60' 120'0
PLAN
NORTH
CG522
CG522
C
G
C
G
C
G
C
G
CG523
CG523
1. SEE CROSS SECTIONS AND PAVEMENT SECTION
LAYER INTERFACES ON CG521-CG523.
NOTES:
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
SS
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4+00 4+25
ACCESS TOWWAY
75.00'
TAXILANE APRONLO HANGAR BID OPTION
APRON
25'
PAVED
SHOULDER
25'
UNPAVED
SHOULDER
DITCH
CS501
K11
8" SD2
10" INDW 1
8" W1
17" C3
42" SD1
CS501
K6
TYPE E DOWELED JOINT
16.5" PCC
CP502
L11TYPE B1 JOINT
CP502
L1
TYPE F JOINT
CP501
E7
CS501
A2
BID OPTION ASPHALT
SHOULDER 26" DRAINAGE LAYER
11" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
UNDERDRAIN
CU510
G14
UNDERDRAIN
CU510
G14
EXISTING GRADE
ENGINEERED FILL
Profile View of CROSS SECTION 2
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BASE BID GSE ASPHALT APRONLO HANGAR BID OPTION
APRON
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PAVED
SHOULDER
25'
UNPAVED
SHOULDER
TAXILANE
75.00'
DITCH
BID OPTION ASPHALT
SHOULDER 2
INFIELD
AREA
INLET
CS501
K6
CS501
K16
CS501
K11
10" INDW 1
17" C3
48" SD1
8" W1
12" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
TYPE B1 JOINT
CP502
L1
UNDERDRAIN
CU510
G14 6" DRAINAGE LAYER
11" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
UNDERDRAIN
CU510
G14
TYPE F JOINT
CP501
E7
CS501
A2
16.5" PCC
CB-3N
EXISTING GRADE
ENGINEERED FILL
HANGAR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PLAN
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H1 PAVEMENT THICKNESS 1
20' 40'0VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20' 0 2' 4'
A1 PAVEMENT THICKNESS 2
20' 40'0VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20' 0 2' 4'
Profile View of CROSS SECTION 3
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3+00
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4+00
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.1
.0
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4+50
EXISTING
APRON
BID OPTION
PAVED
SHOULDER
GSE ASPHALT HANGAR ACCESS TOWWAY GSE ASPHALT
CS501
K6
CS501
K16
CS501
K16
CS501
K11
8" SD1
17" C2 20" E1 8" SD2
6" DRAINAGE LAYER
11" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
12" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
12" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
16.5" PCC6" HMA 6" HMA
EXISTING GRADE
5" HMA
TYPE F JOINT
CP501
E7
TYPE D JOINT
CP501
F16
TYPE F JOINT
CP501
E7
.0
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4+50
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GSE APRON
HANGAR ACCESS TOWWAY GSE ASPHALT ASPHALT
SHOULDER GRASS
GRASS
CASTLE DRIVE
CS501
K6 CS501
K16
CS501
K11
CS501
K1
8" SD3
6" UD2
48" SD11
6" DRAINAGE LAYER
11" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
12" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
8" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
6" HMA
16.5" PCC
5" HMA
9" PCC
EXISTING GRADE
TYPE F JOINT
CP501
E7
TYPE F JOINT
CP501
E7TYPE D JOINT
CP501
F16
CS501
A2
US Army Corps of Engineers ®
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C1 PAVEMENT THICKNESS 3 (4+50-8+25)
20' 40'0VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20' 0 2' 4'
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K6
CS501
K11
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11" GCA BASE COURSE
6" LIME MODIFIED SOIL
12" COMPACTED SUBGRADE
8" SD1
15" SD2
16.5" PCC
TRIPLE SAWCUT
EXISTING PCC
TYPE F JOINT
CP501
E7
TYPE D JOINT
CP501
F16
PROPOSED GRADE
Profile View of CROSS SECTION 4
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11" GCA BASE COURSE
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12" COMPACTED SUBGRADE
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48" SD11
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EXISTING
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UNDERDRAIN
CU510
G14
TYPE D JOINT
CP501
F16PROPOSED GRADE
20.5" NEW PCC
16.5" NEW PCC
CP501
E13
US Army Corps of Engineers ®
SHEET ID
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B1 PAVEMENT THICKNESS 4 (5+00-10+00)
20' 40'0VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20' 0 2' 4'
SD
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ELECTRIC
POWER
STATION BLDG
CASS
EQUIPMENT
ELECTRIC
POWER
STATION BLDG
70 ROW
TAXIWAY ALPHA
37TH BOMB SQUADRON OPS
CASS PUMPHOUSE
72557251
DOCK
DOCK
DOCK
DOCK
DOCK
DOCK
34TH BOMB
SQUADRON
OPS 7274
BASE OPS
BASE SUPPLY / DEPLOYMENT CENTER
OLD MISSILE TRAINER
FOB 9110 CONCRETE
AGE SHOPS
ILITY
PRIDE
HANGAR
FIRE
STATION
MWR
MOTORCYCLE
COURSE
EQUIP
SHED
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALLPERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREAWITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACTOF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALLPERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREAWITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACTOF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDERTHEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARYWORKING DOG TEAMS
WARNING
RESTRICTED AREA
TO
W
O
NL
Y
TO
W O
NL
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MH
MH
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E E
E
E E
E E
E E
E E
E E
E EMH
MH
SD
SD
SD
SD SD
SD
SD
SD
SDSD
SD
SD
SD
SD
SD
W
AR
NI
NG
W
AR
N
IN
G
W
AR
NI
NG
WARNING
WARNINGWARNING
WARNING
WARNING
WARNINGWARNINGWARNINGWARNING
BL
AS
T
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C O
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FO
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BL
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BL
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X X
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BL
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12"
12"
12"
6"
24"
36"
SD
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4"
GAS RISER
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SA
N
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AGE FUEL ISLAND
SEE CU113
CONNECT TO EXISTING
IW MAIN
N: 673638.22 E: 1243703.46
PRIDE HANGAR
(BUILDING 7504)
REPLACE EXISTING PIPE
WITH NEW RCP
SEE CU200
I
I
I
I
I
I
II
I
CB
CB
CB
C O
I
IN
W
D
DD
D
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CB
CO
CB
D
D
CO
D
D
C O
CB
CB
CB
CB
CB
CB
CB
CO
D
CO
CB
CB
CB
CB
D
CO
CO
CO
CO
D
D
CO
CB
CB
D
CB
CB
SD
SD
SDSD
SD SD
SD
SD
SD
SD
SD
F F
F F F F F
F F
G G
G G
G
W W
W W
W W
W
EXCB
N: 673199.73 E: 1,242,399.23
REPLACE EXISTING INLET
SEE NOTE 3
A1
SEE ELEC/COMM
DRAWINGS FOR
ADDITIONAL
INFORMATION
W W
D
CU507
D
EXISTING 36" PIPE TO
BE UPSIZED TO 60" PIPE
BY FUTURE PROJECT
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
D O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
EN
U
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M
AH
A, N
E
A.
M
AS
H
EK
AP
R
IL
EL
AF
D
R
AW
IN
G
C O
D E:
AD
VE
R
TI
SE
M
EN
T
- 1
D
ES
IG
N
B-
: L O
W O
BS
ER
VA
BL
E 2-
BA
Y
R
ES
TO
R
AT
IO
N F
AC
IL
IT
Y
PN
: F
XB
M
8, F Y
W
AR
D P
AR
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AY
, K
AN
SA
S C
IT
Y, M O
W
F-
-R
-0
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R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
CU100
O
VE
R
AL
L U
TI
LI
TY
P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
A1 OVERALL UTILITY PLAN
SCALE: AS SHOWN 150' 300'0
CU107
CU105 CU106
CU103 CU104
CU101 CU102
CU108
CU109
CU110
1. SEE UTILITY NOTES ON SHEET C-003.
2. SEE CIVIL INDEX ON C-001.
3. SIZE TO ACCOMMODATE FUTURE 48" PIPE PLAN
NORTH AND FUTURE 60" PIPE PLAN SOUTH.
4. ALL NEW WATER, FIREWATER, ELECTRICAL AND
COMMUNICATIONS DUCTBANKS MUST BE
CONSTRUCTED NO LATER THAN 12 MONTHS AFTER
NOTICE TO PROCEED, UNLESS INDICATED
OTHERWISE.
5. ALL EXISTING UTILITY SERVICES TO REMAIN MUST
REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
DOCK
DOCK
DOCK
DOCK
R
O W
A
PR
O N
R
O W
A
PR
O N
PLAN
NORTH
NOTES:
CU111
CU112
FH
SDMH 1
SSMH-1
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE/
CATCH BASIN
FIRE HYDRANT
WATER LINE
GAS LINE
VALVE
SANITARY SEWER LINE
STORM DRAIN LINE
CB
S
D
CB-6I
COMMUNICATIONS MANHOLE
ELECTRICAL MANHOLE
M H
M H
UNDERGROUND
ELECTRICAL DUCTBANKUE
UNDERGROUND
COMMUNICATIONS DUCTBANK
WW6"W
COM
8" SS
FIRE WATER LINEWW8"FW
UNDERDRAIN SUBDRAIN OR LINEUD
LEGEND:
SD
INDUSTRIAL WASTE MANHOLE
CU503
A13
CU506
A1
CU503
A1
CU505
A1
IWMH
I
GG4"G
CU113
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX…
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