20210819_W9128F21R0070 AM0003 - Drawings.pdf
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- Solicitation number
- W9128F21R0070
About this file
This file contains details of a federal contract solicitation. Solicitation number W9128F21R0070 issued by the Department of the Army Corps of Engineers Engineering District Omaha is seeking construction services for a Helo/TRF Ops/AMU and Alert Facility at FE Warren Air Force Base in Wyoming. The solicitation describes a project to construct a helicopter operations, transportation, aircraft maintenance unit, and alert facility. Responses are due on an unspecified date, with award timing also not stated. No other terms or conditions are included in this file.
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BUILDING
FIRE SUPPRESSION ROOM
X
CHAIN LINK FENCE
MOORING POINT
GROUNDING POINT
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
U S
A
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D x
I S
S U
E
D
A T
E
C O
N T
R A
C T
N
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
H
C
H
O F
F
F I L E
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
W
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
B
G
I N
E E
R I N
G
G
R O
C
M a i n t r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C S
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 3
READY-TO-ADVERTISE (RTA) DESIGN
WYOMING REGISTERED
ENGINEERING FIRM ES-0061
SCALE
SITE PLAN - AREA 3
A3
1"=30'
KEYNOTES
CHAIN LINK FENCE, RE: A2/C-502
S I T
E
P
L A
N
A
R E
A
222 MOORING POINT (TYP). RE: E8, B8/C-503.
LEGEND
CS103
215 RE: ROAD PLAN & PROFILE SHEETS CP111
- CP121
232 STATIC GROUNDING POINT (TYP). REFER
TO ELECTRICAL D1/E-502 FOR DETAILS.
CONCRETE ENTRANCE. RE: F7/C-522235
I REFER TO SHEET CS108 FOR CRASH/FIRE
RESCUE BID OPTION.
GENERAL NOTES - SITE PLANS
A REFER TO ARCHITECTURAL PLANS FOR
EXACT BUILDING DIMENSIONS AND
SPECIFICATIONS.
B ALL PARKING SPACES ARE 10' X 20'
UNLESS OTHERWISE NOTED.
C SEE SHEETS C-500 - C-505 AND C-520 -
C-523 FOR SITE AND PAVING DETAILS.
E SEE STRUCTURAL PLANS FOR HELO OPS
FOUNDATION SECTION.
F SEE ELECTRICAL PLANS FOR TAXIWAY
LIGHTING, SITE LIGHTING, AND
COMMUNICATIONS.
G ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS NOTED OTHERWISE.
H ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
D REFER TO SHEETS CP100 - CP110 FOR
PAVING PLANS.
5' CURB TRANSITION. RE: F1/C-522224
247 EQUIPMENT PAD, RE: A3/S-500
250 DEDICATED ALERT PARKING W/
RESERVED PARKING SIGNS. RE: A2/C-501
AREA 1
AREA 3
SECTION AT DOOR RE: A8/S-504
FLUSH CURB, RE: F8/C-521233
J REFER TO SHEETS CT111 - CT115 FOR
APRON STRIPING PLANS
254 PAVEMENT MARKING, RE: A5/C-501
259 PREFABRICATED ARMORY STORAGE
BUILDING, RE: A-703
260 FIRE SUPPRESSION ROOM, RE: AE103
A
M
V
I S
I O
N S
HELO OPS BUILDING
FFE: 6303.20
X X
X X
X X
X X
AREA 1 AREA 1
A R
R
AREA 2
AREA 4
A R
R
R
R
R
R
R
R
R
AREA 3 AREA 3
AREA 3 AREA 3
AREA 5 AREA 5
R E
S T
R I C
T E
D
A
R E
A
A
U T
H O
R I Z
R
S O
N N
L
Y
H A
N G
E
H A
N G
E
BLDG & FNC
N: 254642.90
E:738107.89
BLDG COR
N: 254795.37
E:738201.12
END CURB
N: 254828.76
E:738160.88
14'
20' FOC
(TYP.)
26'
T
Y P
10' SIDEWALK
R
24'
END CURB
N: 254919.96
E:738208.54
T
Y P
107.33'
78.25'
CONC PVMT
N: 254526.70
E:738223.95
CONC PVMT
N: 254435.83
E:738133.09
CONC PVMT
N: 254582.03
E:738168.62
BLDG COR
N: 254770.02
E:738363.08
N: 254483.20
E:738381.28
N: 254428.41
E:738326.48
N: 254369.42
E:738271.27
14'
10'
16.94'
20'
5'
220'
R
"RESTRICTED AREA -
AUTHORIZED
PERSONNEL ONLY"
50.04'
4.5'
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C S
60' 120'0
SCALE: 1"=60'
30'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 7
SCALE
SITE PLAN - AREA 7
A3
1"=30'
GENERAL NOTES - PARTIAL PLANS
A
B
C
SEE SHEETS C-520, C-521 FOR PAVEMENT
SECTIONS.
E
SEE STRUCTURAL PLANS FOR HELO OPS
FOUNDATION SECTION.
SEE ELECTRICAL FOR TAXIWAY
LIGHTING.
ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
D
REFER TO SHEETS CP101 - CP109 FOR
PAVEMENT REQUIREMENTS.
S I T
E
P
L A
N
A
R E
A
CS107
KEYNOTES
261 COMPACTED GRAVEL ROAD, RE: C4/C-520
A
M
V
I S
I O
N S
A R
AREA 4
AREA 6
AREA 4
A R
R
R
R
R
R
R
R
R
R
S
S00° 00' 00.00"E
1717.445 of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
60' 120'0
SCALE: 1"=60'
30'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 7
SCALE
GRADING PLAN - AREA 7
A3
1"=60'
LEGEND
G R
A D
I N
G
P
L A
N
A
R E
A
CG108
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG110 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
E ADD 6300 TO ALL PAVEMENT ELEVATIONS
FOR FINAL ELEVATIONS. FOR ALL
PAVEMENT ELEVATIONS SHOWN AS 96.00
AND ABOVE, ADD 6200 FOR FINAL
ELEVATIONS.
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF INFILTRATION
MEDIA, RE: E7/C-517
A
M
V
I S
I O
N S
C
B
A R
AREA 4
AREA 6
AREA 4
A R
R
R
R
R
R
R
R
R
R
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A R
AREA 7
AREA 7
A R
R
AREA 7
AREA 7
A R
R
R
LIMITS OF
INFILTRATION
MEDIA
of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 1
SCALE
DRAINAGE PLAN - AREA 1
A3
1"=30'
LEGEND
D R
A I N
A G
E
P
L A
N
A
R E
A
CG112
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG110 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
507 CONNECT TO 6" ROOF DRAIN,
RE: PLUMBING, P-104 TO P-108
KEYNOTES
TRUE NORTH
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
X
DOMESTIC WATER LINE
W
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
INDUSTRIAL WASTE LINE
INW
DOMESTIC WATER
W
GAS LINE
G
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
FLOW DIRECTION ARROW
S
STORM DRAIN MANHOLE
DD
CATCH BASIN
CBCB
CHAIN LINK FENCE
A
M
V
I S
I O
N S
EU EU EU EU EU EU EU
C U
C U
M
E
G E
N
ES ES
ES ES
C
U
CU
CU
E U
E U
C
U
C
U
C
U
CU CU CU
CU
X X X X X X X X X
AREA 1 AREA 1
AREA 1 AREA 1
A R
R
R
R
R
R
AREA 2
AREA 4AREA 3 AREA 3
X X
X X
HANGAR FFE: 6303.20
S
S
F F
F
F F F F
S
S
S
S S
F
F
SSSSSSSS
W
S
S
W
S S
S S
S S
W
W
F
W W W W W W
S
F
S
DD D
D
S
D
S
D
CB
S
D
S
D
D
S
D
S
D
5+006+007+008+00
7+008+00
D
CB
D
SD SD SD SDSD SD
D
S
D
SD
C B
D
C O
C O
18" RCP @1.17% "SD10"
R
D
D
30" RCP @0.30% "SD2" 36" RCP @0.30% "SD2"
STA 0+83.85, LAT 2B
3-3' CURB INLET
RE: A7/C-514
RIM=6303.11
N:254842.47
E:738729.74
STA 5+75.18, SD2 =
STA 0+00.00, SD15
6' SDMH
WITH GRATED TOP
RE: A1/C-514
RIM=6300.71
N:254683.56
E:738772.84
STA 0+22.73, LAT 2A
3-3' CURB INLET
RE: A7/C-514
RIM=6302.20
N:254915.76
E:738517.13
STA 0+00.00, SD1=
STA 10+69.52, SD2=
STA 0+00.00, LAT 1A
5' SDMH
RE: E1/C-514
RIM=6304.00
N:254973.5214
E:738383.8216
STA 7+00.00, SD2=
STA 0+00.00, LAT 2B
6' SDMH
WITH GRATED TOP
RE: A1/C-514
RIM=6301.04
N:254771.8276
E:738684.5715
STA 0+41.04, SD12
4'x4' AREA INLET
RE: A7/C-512
N:254710.83
E:738803.51
STA -0+01.43, SD10
FLARED HEADWALL
RE: A5/C-511
INV=6309.69
N:255007.27
E:738838.38
STA 0+57.48, SD10
FLARED HEADWALL
RE: A5/C-511
INV=6309.00
N:254965.61
E:738880.03
STA 8+43.39, SD3
4' SDMH
RE: E1/C-514
RIM=6302.76
N:254873.63
E:738483.79
STA 7+47.08, SD3
4' SDMH
RE: E1/C-514
RIM=6302.83
N:254805.55
E:738551.92
STA 6+19.55, SD3
4' SDMH
RE: E1/C-514
RIM=6302.65
N:254715.40
E:738642.13
STA 5+32.09, SD3
4' SDMH
RE: E1/C-514
RIM=6302.81
N:254647.54
E:738697.30
STA 4+56.95, SD3
4' SDMH
RE: E1/C-514
RIM=6303.08
N:254590.15
E:738744.13
STA 9+30.22, SD2
4'x4' AREA INLET, RE:A7/C-512
RIM=6301.34
N:254899.16
E:738501.61
STA 8+53.28, SD2
4'x4' AREA INLET
RE: A7/C-512
RIM=6300.38
N:254880.21
E:738576.19
STA 4+78.67, SD3
4' SDMH
RE: E1/C-514
RIM=6302.94
N:254609.98
E:738735.28
CONNECT TO SUMP PIT
RE: P-106
RIM=6303.20
N:254581.08
E:738724.58
STA 1+10.55, LAT 1A
FLARED HEADWALL
RE: A5/C-511
INV=6302.80
N:255076.99
E:738422.76
E
U
E
U
E
U
E
U
EU EU
E U
E U
E U
E U
EU EU EU M
E
EU EU
M
E
M
E
D E
S
E S
C U
C U
G E
N
S
CU CU CU CU CU CU
CU
CU
CU
ES
E S
C U
M
C
CU
E
U
E
U
E
U
E
U
E U
EU
M
E
C
U
C
U
CU
C
U
E S
C
U
C
U
C U
CU CU
X
X X X X X X X X X X X X X X X X X X
X X
X X X
A R
R
R
R
R
R
AREA 2 AREA 2
AREA 2 AREA 2
AREA 4 AREA 4
R E
S T
R I C
T E
D
A
R E
A
A
U T
H O
R I Z
R
S O
N N
L
Y
HANGAR FFE: 6303.20
A R
G G G G G G G G G G G G G
F F F
S
S
S
S
SSSS
S SSSSSSSS
S
F
SSSSSSSSSS
I N
W
F
D D
D
S
D
CB
CB
2+003+004+005+00
3+00
D
SD SD SD SD
D
SD
S
D
S
D
S
D
S D
SD
S
D
S
D
S
D
S
D
CO
CO
R
36" RCP @ 0.30% "SD2" 42" RCP @ 0.30% "SD2"
D
18" PVC @ 0.50% "SD3"
V
D
18" RCP @ 4.00% "LAT 3A"
STA 0+00.00, SD2
FLARED HEADWALL
RE: A5/C-511
INV=6290.54
N:254220.22
E:739061.46
STA 1+97.37, SD2
6' SDMH
RE: E1/C-514
RIM=6300.64
N:254416.42
E:739039.98
STA 0+38.80, LAT 3A
4'X4' AREA INLET
RE: A7/C-512
RIM=6300.32
N:254441.05
E:738912.72
STA 2+27.54, SD3=
STA 0+00.00, LAT 3A
5' SDMH
RE: E1/C-514
RIM=6301.93
N:254413.55
E:738885.34
STA 2+71.96, SD3
4' SDMH
RE: E1/C-514
RIM=6302.17
N:254444.90
E:738853.86
STA 3+85.96, SD3
4' SDMH
RE: E1/C-514
RIM=6303.12
N:254525.33
E:738773.07
STA 3+04.94, SD2=
STA 0+00.00, LAT 2C
6' SDMH
RE: E1/C-514
RIM=6301.38
N:254492.48
E:738963.92
STA 0+73.40, LAT 2C
4'x4' AREA INLET
RE: A7/C-512
RIM=6298.54
N:254544.50
E:739015.70
STA 0+04.18, SD11
FLARED HEADWALL
RE: A5/C-511
INV=6306.00
N:254663.03
E:739177.19
STA 0+75.91, SD11
FLARED HEADWALL
RE: A5/C-511
INV=6305.52
N:254613.05
E:739228.64
24" RCP @ 0.67% "SD11"
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 2
SCALE
DRAINAGE PLAN - AREA 2
A3
1"=30'
LEGEND
D R
A I N
A G
E
P
L A
N
A
R E
A
CG113
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG110 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
507 CONNECT TO 6" ROOF DRAIN,
RE: PLUMBING, P-104 TO P-108
KEYNOTES
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
X
DOMESTIC WATER LINE
W
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
INDUSTRIAL WASTE LINE
INW
DOMESTIC WATER
W
GAS LINE
G
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
S
STORM DRAIN MANHOLE
DD
CATCH BASIN
CBCB
FLOW DIRECTION ARROW
RIP-RAP, RE: A3/C-512
CHAIN LINK FENCE
A
M
V
I S
I O
N S
HELO OPS BUILDING
FFE: 6303.20
X X
X X
X X
X X
AREA 1 AREA 1
A R
R
R
R
R
R
R
R
AREA 3 AREA 3
AREA 5 AREA 5
R E
S T
R I C
T E
D
A
R E
A
A
U T
H O
R I Z
R
S O
N N
E L
O
N L Y
H A
N G
E
H A
N G
E
S
I N
W I N
W
F F
F
F F F F F
F F
FFFFFF
F F F
F F
W W
W W
W W
W
F F
F F
F
INW
S
INW
S
INWINWINW
S
S
S
W W
S
S
F F
F
CB
D
D
SDSDSDSDSDSD
SDSDSD
D
3+00
D
D
D
2+003+004+00
2+003+004+00
2+003+004+00
D
D
SDSDSDSDSDSD
SD SD SD
D
P
D
10" PVC
@ 0.30% "SD1"
R
D
15" RCP @0.30% "SD1"
R
D
6" PVC @ 0.20% "SUBDRAIN3"
6" PVC @ 0.20% "SUBDRAIN2"
6" PVC @ 0.81% "SUBDRAIN1"
6" PVC @ 1.09% "SUBDRAIN2"
STA 4+65.95, SD1
4' SDMH
RE: E1/C-514
RIM=6302.68
N:254659.50
E:738110.89
STA 3+20.00, SD1
4' SDMH
RE: E1/C-514
RIM=6302.77
N:254762.71
E:738214.09
STA 2+72.57, SD1
4' SDMH
RE: E1/C-514
RIM=6301.95
N:254796.33
E:738180.63
STA 1+97.66, SD1
4' SDMH
RE: E1/C-514
RIM=6302.92
N:254849.29
E:738233.60
STA 1+48.84, SD1
4'x4' AREA INLET
RE: A7/C-512
RIM=6302.93
N:254868.27
E:738278.57
STA 4+74.15, SUBDRAIN1
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6301.90
N:254495.96
E:738186.09
STA 4+77.57, SUBDRAIN2
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6302.37
N:254573.82
E:738258.59
STA 4+77.57, SUBDRAIN3
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6302.17
N:254644.66
E:738328.94
STA 3+75.41, SD1
4' SDMH
RE: E1/C-514
RIM=6302.49
N:254723.52
E:738174.91
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 3
SCALE
DRAINAGE PLAN - AREA 3
A3
1"=30'
LEGEND
D R
A I N
A G
E
P
L A
N
A
R E
A
CG114
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG110 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
507 CONNECT TO 6" ROOF DRAIN,
RE: PLUMBING, P-100 TO P-103
KEYNOTES
E REFER TO DETAIL F6/C-511 FOR AIRFIELD
SHOULDER SUBDRAIN PAVEMENT DETAIL
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
X
DOMESTIC WATER LINE
W
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
INDUSTRIAL WASTE LINE
INW
DOMESTIC WATER
W
GAS LINE
G
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
S
STORM DRAIN MANHOLE
DD
CATCH BASIN
CBCB
TAXIWAY LIGHT
FLOW DIRECTION ARROW
CHAIN LINK FENCE
A
M
V
I S
I O
N S of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
AREA 4
5 6
SCALE
DRAINAGE PLAN - AREA 4
A3
1"=30'
D R
A I N
A G
E
P
L A
N
A
R E
A
CG115
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG110 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
LEGEND
E REFER TO DETAIL F6/C-511 FOR AIRFIELD
SHOULDER SUBDRAIN PAVEMENT DETAIL
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
DOMESTIC WATER LINE
W
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
INDUSTRIAL WASTE LINE
INW
DOMESTIC WATER
W
GAS LINE
G
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
S
STORM DRAIN MANHOLE
DD
CATCH BASIN
CBCB
TAXIWAY LIGHT
FLOW DIRECTION ARROW
RIP-RAP, RE: A3/C-512
A
M
V
I S
I O
N S
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
A R
R
AREA 4 AREA 4
AREA 6 AREA 6
AREA 4 AREA 4
A R
R
R
R
R
R
HANGAR FFE: 6302.78
HANGAR FFE: 6303.20
A R
R
F
F
F
F F
F F FF
INW
S
INWINW
S S
F F
I N
W
INW
FFF
S
E S
E S
E S
C U
C U
HELO OPS BUILDING
FFE: 6303.20
D
SD
SD
SD
SD
SD
SD
D
S D
D
S D
D
S D
SDSD SD SD
SDSD
SDSD
D
D
S D
S
D
S
D
S D
DSDSDSD
S
D
S
D
C
O
C
O
STA 1+61.72, SUBDRAIN4
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6300.66
N:254192.61
E:738781.00
STA 0+00.00, SD4
FLARED HEADWALL
RE: A5/C-511
INV=6287.20
N:253846.68
E:738707.29
STA 4+52.02, SD4=
STA 0+00.00, SUBDRAIN1
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6298.519
N:254160.6923
E:738521.3660
STA 0+00.00, SD3
FLARED HEADWALL
RE: A5/C-511
INV=6290.42
N:254226.94
E:739015.54
R
C
P
D
6" PVC @ 0.20% "SUBDRAIN3"
6" PVC @ 0.20% "SUBDRAIN4"
P
D
P
D
6" PVC @ 0.20% "SUBDRAIN1"
6" PVC @ 0.20% "SUBDRAIN5"
STA 6+58.18, SD4=
STA 0+00.00, SUBDRAIN3=
STA 0+00.00, SUBDRAIN4
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6301.378
N:254306.9634
E:738666.6406
STA 5+58.34, SD4=
STA 0+00.00, SUBDRAIN2=
STA 0+00.00, SUBDRAIN5
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6299.996
N:254236.1289
E:738596.2886
STA 1+70.82, SUBDRAIN5
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6299.10
N:254115.34
E:738717.07
12" PVC @ 0.82% "SD4"
P
U B
D R
A
STA 3+53.27, SD4=
STA 1+00.00, SUBDRAIN 6
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6297.379
N:254090.6234
E:738451.7743
6" PVC @ 0.20% "SUBDRAIN2"
R
D
STA 1+25.65, SD5
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6300.69
N:254253.31
E:738898.34
STA 0+00.00, SD5
FLARED HEADWALL
RE: A5/C-511
INV=6286.81
N:254153.88
E:738975.15
STA 2+04.48, SD5
CONNECT TO INW-03
DIVERSION VALVE
RE: A8/C-532
N:254317.55
E:738852.65
STA 2+09.07, SD5
3'x2.5' CURB INLET
RE: A7/C-514
N:254321.29
E:738849.99
P
D of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
AREA 6
SCALE
DRAINAGE PLAN - AREA 6
A3
1"=30'
LEGEND
D R
A I N
A G
E
P
L A
N
A
R E
A
CG116
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG110 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
E REFER TO DETAIL F6/C-511 FOR AIRFIELD
SHOULDER SUBDRAIN PAVEMENT DETAIL
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
STORM SEWER LINE
SD
GAS LINE
G
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
S
STORM DRAIN MANHOLE
DD
CATCH BASIN
CBCB
TAXIWAY LIGHT
FLOW DIRECTION ARROW
A
M
V
I S
I O
N S
X X
X X
X X
X X
X X
X X
AREA 6 AREA 6
AREA 4 AREA 4
AREA 6 AREA 6
A R
R
R
R
R
R
R
R
D
S D
S D
D
P
STA 3+33.74, LAT 4B
4' SDMH (AIRFIELD GRADE)
RE: A2/C-513
RIM=6295.95
N:253925.35
E:738286.50
P
U B
D R
A
AREA 4
AREA 6
AREA 4
A R
R
R
R
R
R
R
R
R
R
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
C
B
STA 0+74.19 SD-13
FLARED HEADWALL
RE: A5/C-511
INV=6281.000
N:252662.45
E:739368.02
STA 0+00.00 SD-13
FLARED HEADWALL
RE: A5/C-511
INV=6280.800
N:252658.94
E:739442.12
C
B
STA -0+01.41, SD6
FLARED HEADWALL
RE: A5/C-511
INV=6283.50
N:253238.07
E:739353.11
D
18" RCP @0.81% "SD6"
STA 0+35.61, SD6
4'X4' OUTFALL STRUCTURE
RE: E6/C-510
N:253254.64
E:739320.00
OVERFLOW STRUCTURE
WEIR ELEVATION = 6286.55
N:253297.27
E:739331.56
S
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
60' 120'0
SCALE: 1"=60'
30'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 7
SCALE
DRAINAGE PLAN - AREA 7
A3
1"=60'
LEGEND
D R
A I N
A G
E
P
L A
N
A
R E
A
CG117
GENERAL NOTES
A REFER TO SHEETS C-510-C-517 FOR
DRAINAGE DETAILS.
REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
REFER TO SHEETS CG101-CG108 FOR
GRADING PLANS.
B
C
D REFER TO SHEETS CG200-CG210 FOR
STORM DRAIN PROFILES.
E REFER TO E7/C-517 FOR DETENTION
POND SECTION
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
GAS LINE
G
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
S
STORM DRAIN MANHOLE
DD
CATCH BASIN
CBCB
FLOW DIRECTION ARROW
RIP-RAP, RE: A3/C-512
A
M
V
I S
I O
N S
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD1"
D4
1"=3'
1"=30'
S T
O R
M
D
R A
O
F I L
E
CG200
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "LAT 1A"
A2
1"=3'
1"=30'
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
PROFILE GENERAL NOTES
A
REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
A
M
V
I S
I O
N S
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
R
W
R
O U
T
R
E
R I M
S T
A
L
S T
A
S
D
S
D M
H
R E
E
C
S T
A
S
D
R
W
O U
T
R
E x
A
R E
A
I N
L E
T
R E
A
C
R
M
S T
A
S
D
R
W
O U
T
R
E
S
D M
H
R E
E
C
R
S T
A
S
D
P
E
O U
T
R
E
S
D M
H
R E
E
C
R
S T
A
S
D
P
W
O U
T
P
W
S
D M
H
R E
E
C
R
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
P
W
O U
T
P
E
S
D M
H
R E
E
C
R
S T
A
S
D
R O
A
N
N
R E
A
C
47 LF 10" P
VC
@ 0.30%
S T
A
S
D
O U
T
P
E
S
D M
H
R E
E
C
R
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
55 LF 10" P
VC
@ 0.30%
91 LF 10" P
VC @
0.30%
75 LF 12" R
CP @
0.30%
49 LF 15" R
CP @
0.30%
149 LF 24" R
CP @
0.30%
C O
M M
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00
EXISTING SURFACE
PROPOSED SURFACE
S T
A
L A
T
A
O U
T
R
F L A
R E
D
H
E A
D W
A L L
R E
A
C
S T
A
S
D
R
W
R
O U
T
R
E
R I M
S T
A
L A
T
A
S T
A
S
D
S
D M
H
R E
E
C
W
A T
E R
W
W
A T
E R
F
C O
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
S T
O R
M
D
R A
O
F I L
E
CG201
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD2" STA: 6+00 TO 10+69.52
A3
1"=3'
1"=30'
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
GENERAL NOTES
A REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD2" STA: 0+00 TO 6+00
D4
1"=3'
1"=30'
M A
T C
H
L
I N
E
A
T
H
E
E T
M A
T C
H
L
I N
E
D
T
H
E
E T
A
M
V
I S
I O
N S
E L E
V A
T I O
N
E
T
STATION
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
153 LF 30" R
CP @
0.30%
77 LF 30" R
CP @
0.30%
139 LF 24" R
CP @
0.30%
S T
A
S
D
R
O U
T
R
E x
A
R E
A
I N
L E
T
R E
A
C
R
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
R
W
R
E
O U
T
R
E
R I M
S T
A
L A
T
B
S
D M
H
W I T
H
G
R A
T E
D
T
O P
R E
A
C
125 LF 36" R
CP @
0.30%
W
A T
E R
F
W
A T
E R
F
W
A T
E R
W
S T
A
S
D
R
W
R
O U
T
R
E
R I M
S T
A
S
D
S T
A
L A
T
A
S
D M
H
R E
E
C
S T
A
S
D
R
E
R
W
O U
T
R
R I M
S T
A
L A
T
A x
A
R E
A
I N
L E
T
R E
A
C
W
A T
E R
W
W
A T
E R
W
W
A T
E R
W
E L E
C
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
R
W
O U
T
R
S
D M
H
R E
E
C
R
S T
A
S
D
R
W
R
E
O U
T
R
E
S
D M
H
W I T
H
G
R A
T E
D
T
O P
R E
A
C
R
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
197 LF 48" RCP @ 0.20%
108 LF 42" R
CP @
0.30%
270 LF 36" R
CP @
0.30%
S T
A
S
D
R
W
R
E
O U
T
R
E
R I M
S T
A
L
S
D M
H
R E
E
C
F
I R
E
F
S
E W
E R
S
S
W
A T
E R
F
E L
B
L E
F O
R
C
A R
D
R E
A D
E R
S
S
E W
E R
S
S
C O
M M
S T
A
B E
G
N
C R
E T
E
E N
C A
P
E
S T
A
E N
D
C
O N
C R
E T
E
E N
C A
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD3" STA: 6+00 TO 8+47.02
A2
1"=3'
1"=30'
GENERAL NOTES
A REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
S T
O R
M
D
R A
O
F I L
E
CG203
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD3" STA: 0+00 TO 6+00
D3
1"=3'
1"=30'
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "LAT 3A"
A6
1"=3'
1"=30'
M A
T C
H
L
I N
E
A
T
H
E
E T
M A
T C
H
L
I N
E
D
T
H
E
E T
A
M
V
I S
I O
N S
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
S T
A
S
D
P
W
O U
T
P
E
S
D M
H
R E
E
C
R
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
R
W
R
E
O U
T
R
E
R I M
S T
A
L A
T
A
S
D M
H
R E
E
C
L
F
P V
C
.6
S T
A
S
D
P
W
P
W
O U
T
P
E
R I M
S
D M
H
R E
E
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
P
W
O U
T
P
E
R I M
S
D M
H
R E
E
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
P
W
O U
T
R
E
R I M
S
D M
H
R E
E
C
S T
A
S
D
R O
A
N
N
R E
A
C
W
A T
E R
F
S
E W
E R
I N
W
87 L F 1
8"
PVC
.4 8%
22 L F 1
8"
PVC
.4 8%
S
E W
E R
S
S
W
A T
E R
W
W
A T
E R
F
E L E
C
E L E
C
C O
M M
E L E
C
114 L F 1
8"
PVC
.5 0%
44 LF 18" R
CP
@ 0.30%
228 L F 2
4" R
C P @
.5
0%
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
R
W
53 L F 1
8"
PVC
.4 8%
S T
A
S
D
P
W
O U
T
P
E
R I M
S
D M
H
R E
E
C
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
6+00 6+50 7+00 7+50 8+00 8+50 9+00
S T
A
S
D
P
W
O U
T
P
E
S
D M
H
R E
E
C
R
S T
A
S
D
P
W
O U
T
P
E
S
D M
H
R E
E
C
R
S T
A
S
D
O U
T
P
E
S
D M
H
R E
E
C
R
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
EXISTING SURFACE
PROPOSED SURFACE
128 LF 12" P
VC @
0.30%
96 L F 1
2"
PVC
.5 0%
E L E
C
E L E
C
C O
M M
C O
M M
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50
S T
A
S
D
R
W
R
E
O U
T
R
E
R I M
S T
A
L A
T
A
S
D M
H
R E
E
C
EXISTING SURFACE
PROPOSED SURFACE
39 LF 18" RCP @ 4.00%
S
E W
E R
S
S
S T
A
L A
T
A
O U
T
R
W
R I M
X
A
R E
A
I N
L E
T
R E
A
C
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
S T
O R
M
D
R A
O
F I L
E
CG204
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD4"
D5
1"=3'
1"=30'
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
GENERAL NOTES
A REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
A
M
V
I S
I O
N S
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
P
W
EXISTING SURFACE
PROPOSED SURFACE
L
F
P V
C
.8
L
F
P V
C
.9
L
F
P V
C
.7
100 LF 8" PVC @ 0.20%
W
A T
E R
F
S T
A
S
D
P
W
P
E
O U
T
P
W
R I M
S T
A
S
U B
D R
A I N
S T
A
S
U B
D R
A I N
S
D M
H
A
I R
F I E
G
A
D E
R E
A
C
S T
A
S
D
P
E
P
W
O U
T
P
W
R I M
S T
A
S
U B
D R
A I N
S
D M
H
A
I R
F I E
A
D E
R E
A
C
S T
A
S
D
P
E
P
W
P
E
O U
T
P
W
R I M
S T
A
S
U B
D R
A I N
S T
A
S
U B
D R
A I N
S
D M
H
A
I R
F I E
A
D E
R E
A
C
S T
A
S
D
P
E
P
W
O U
T
P
E
R I M
S T
A
S
U B
D R
A
S
D M
H
A
I R
F I E
A
D E
R E
A
C
G R
O U
N D
I
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
GENERAL NOTES
A REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
S T
O R
M
D
R A
O
F I L
E
CG205
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD6"
D7
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD5"
D3
1"=3'
1"=30'
A
M
V
I S
I O
N S
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
S T
A
S
D
O U
T
R
E x
C
U R
B
I N
L E
T
R E
A
C
R
L
F
R
C P
.0
L
F
R C
P
.7
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
R
W
O U
T
R
E
S
D M
H
A
I R
F I E
A
D E
R E
A
C
R
S T
A
D
B
C O
N N
E C
T
T
O
I N
W
D I V
E R
S I O
N
V
A L V
E
R E
A
C
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
R
W
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
S T
A
S
D
O U
T
R
E
R I M
X
O
U T
F A
R
U C
T U
R E
R E
E
C
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
W
30 LF 18" RCP
@ 1.49%
EXISTING SURFACE
PROPOSED SURFACE
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
GENERAL NOTES
A REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
S T
O R
M
D
R A
O
F I L
E
CG209
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD7
D3
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - LAT7A
A1
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD8
A5
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD9
A6
1"=3'
1"=30'
A
M
V
I S
I O
N S
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
EXISTING SURFACE
PROPOSED SURFACE
S T
A
L A
T
C
B
A S
E
B
I D
R
E
O U
T
R
W
R I M
S T
A
S
D x
A
R E
A
I N
L E
T
R E
A
C
S T
A
S
D
R
W
O U
T
R
W
R I M
S
D M
H
R E
E
C
L
F
D
R
P
V C
.2
S T
A
S
D
P
E
R
O U
T
R
E
R I M
S
D M
H
R E
E
C
S T
A
S
D
P
E
O U
T
P
W
R I M
S
D M
H
R E
E
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R
W
O U
T
R
E
R I M
S
D M
H
R E
E
C
S T
A
S
D
R O
A
N
N
R E
A
C
S T
A
S
D
R O
A
N
N
R E
A
C
W
A T
E R
W
S T
A
S
D
O U
T
P
W
R I M
S
D M
H
R E
E
C
94 LF 10" P
VC @
0.30%
E L E
C
W
A T
E R
F
E L E
C
C O
M M
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
EXISTING SURFACE
PROPOSED SURFACE
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
S T
A
S
D
P
E
R
O U
T
R
E
R I M
S T
A
L A
T
A
S
D M
H
R E
E
C
S T
A
L A
T
A
O U
T
R
R I M
C
U R
B
I N
L E
T
R E
A
C
50 L F 1
2" R
C P
.5 0%
E L E
V A
T I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
EXISTING SURFACE
PROPOSED SURFACE
L
F
" R
C P
.7
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-1+00 -0+50 0+00 0+50 1+00 1+50
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
E
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
W
EXISTING SURFACE
PROPOSED SURFACE
69 LF
24" R
C P
0.58%
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C G
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
GENERAL NOTES
A REFER TO STORM DRAIN PLANS, CG112
THROUGH CG119 SERIES, FOR STORM
DESIGN.
S T
O R
M
D
R A
O
F I L
E
CG210
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD10
D3
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD11
D7
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD12
A3
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE - SD13
A8
1"=3'
1"=30'
A
M
V
I S
I O
N S
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
R
E
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
R
W
EXISTING SURFACE
PROPOSED SURFACE
L
F
R C
P
.1
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
E
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
W
EXISTING SURFACE
PROPOSED SURFACE
L
F
" R
C P
.6
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
R
E
O U
T
R
W
R I M x
A
R E
A
I N
L E
T
R E
A
C
S T
A
S
D
O U
T
R
W
R I M x
A
R E
A
I N
L E
T
R E
A
C
S T
A
S
D
R
W
R
E
O U
T
R
E
R I M
S T
A
S
D
S
D M
H
W I T
H
G
R A
T E
D
T
O P
R E
A
C
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-1+00 -0+50 0+00 0+50 1+00 1+50
74 LF 24" R
CP @
0.27%
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
EXISTING SURFACE
PROPOSED SURFACE
of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C P
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 1
SCALE
PAVING PLAN - AREA 1
A3
1"=30'
LEGEND
GENERAL NOTES - PAVING PLANS
P A
V I N
G
P
L A
N
A
R E
A
CP101
A REFER TO ARCHITECTURAL PLANS FOR
BUILDING DIMENSIONS.
B SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C SEE STRUCTURAL PLANS FOR HANGAR
FOUNDATION SECTION.
D REFER TO SHEETS CS101-CS106 FOR
SITE DIMENSIONAL CONTROL
E REFER TO SHEETS CP111-CP120 FOR
ROAD PLAN & PROFILES
F
KEYNOTES
247 RE: F1/C-521 FOR JOINTING DETAILS
RE: C-524 FOR JOINTING
REFER TO SHEETS CT101-CT110 FOR
AIRFIELD JOINTING & JOINT GRADING
302 24" WHITE STOP BAR, RE: A6/C-500
STOP SIGN, RE: A2/C-501
HEAVY DUTY ASPHALT
PAVEMENT, RE: E4/C-520
BUILDING
HEAVY DUTY CONCRETE
PAVEMENT, RE: E1/C-520
COMPACTED GRAVEL ROAD,
RE: C4/C-520
CONCRETE SIDEWALK,
RE: A1/C-520
A
M
V
I S
I O
N S
X X X X X X X X
AREA 1 AREA 1
AREA 1 AREA 1
A R
R
R
R
R
R
X X
X X
304302 of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C P
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
5 6
AREA 2
SCALE
PAVING PLAN - AREA 2
A3
1"=30'
GENERAL NOTES - PAVING PLANS
P A
V I N
G
P
L A
N
A
R E
A
CP102
LEGEND
A REFER TO ARCHITECTURAL PLANS FOR
BUILDING DIMENSIONS.
B SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C SEE STRUCTURAL PLANS FOR HANGAR
FOUNDATION SECTION.
D REFER TO SHEETS CS101-CS106 FOR
SITE DIMENSIONAL CONTROL
E REFER TO SHEETS CP111-CP120 FOR
ROAD PLAN & PROFILES
F REFER TO SHEETS CT101-CT110 FOR
AIRFIELD JOINTING & JOINT GRADING
KEYNOTES
PAVEMENT LETTERING, RE: A5/C-501
24" WHITE STOP BAR, RE: A6/C-500
STOP SIGN, RE: A2/C-501
HEAVY DUTY ASPHALT
PAVEMENT, RE: E4/C-520
BUILDING
HEAVY DUTY CONCRETE
PAVEMENT, RE: E1/C-520
COMPACTED GRAVEL ROAD,
RE: C4/C-520
CONCRETE SIDEWALK,
RE: A1/C-520
221 ELEVATED LOADING DOCK CENTERED ON
DRIVE. REFER TO STRUCTURAL PLANS
S-403
248 RE: C-524 FOR JOINTING
X
X X X X X X X X X X X X X X X X X X
X X
X X X
A R
R
R
R
R
R
AREA 2 AREA 2
AREA 4 AREA 4
R E
S T
R I C
T E
D
A
R E
A
A
U T
H O
R I Z
R
S O
N N
E L
O
N L Y
HANGAR FFE: 6303.20
A R
304302
DD D
S
D
S
D
CB
S
D
S
D
D
S
D
S
D
D
CB
D
SD SD SD SDSD SD
D
S
D
SD
C B
D
C O
C O
EU EU EU EU EU EU EU
C U
C U
M
E
G E
N
ES ES
ES ES
C
U
CU
CU
E U
E U
C
U
C
U
C
U
CU CU CU
CU
HELO OPS BUILDING
FFE: 6303.20
X X X X X X X X X
AREA 1 AREA 1
AREA 1 AREA 1
A R
R
R
R
R
R
AREA 2
AREA 4
A R
R
R
X X
X X
HANGAR FFE: 6303.20
S
S
24+00 25+00 26+00 27+00 28+00 29+00
26+00 27+00
28+00
29+00
30+00 31+00 32+00
F F
F
F F F F
3+00 4+00 5+00
S
S
S
S
S S
F
F
SSSSSSSS
W
S
S
W
S S
S S
S S
W
W W
F
W W W W W W
S
F
0+64
S
P
P
12" PVC C-900 W-01
1" TYPE K COPPER WX
12" PVC C-900 F-01
P
F
P
F
12" PVC C-900 W-01
12" PVC C-900
W-01
12" PVC C-900 F-01
12" PVC C-900 F-01
P
V C
S S
P
8" PVC SS-01
P
P
STA 23+72.40, W-01
90° HORZ BEND
RE: C3/C-530
N:255069.96
E:738322.65
STA 25+65.26, F-01
1 - F.H. ASSEMBLY
(LAND SIDE)
RE: E1/C-530
N:255012.55
E:738356.49
STA 25+64.15, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254996.21
E:738371.28
STA 25+91.95, F-01
90° HORZ BEND
RE: C3/C-530
N:255015.87
E:738390.93
STA 24+42.11, W-01
AIR RELEASE VALVE
RE: A1/C-530
N:255020.68
E:738371.96
STA 0+00.00, W-03
CONNECT TO BUILDING
RE: PLUMBING, P-103
N:254902.80
E:738393.20
STA 25+40.47, W-01=
STA 0+68.37, W-03
12" X 6" TEE
RE: C3/C-530
N:254951.16
E:738441.53
STA 26+08.76, W-01
1" CORP STOP CONNECTION
N:254902.89
E:738489.84
STA 26+08.77, W-01
YARD HYDRANT
W/ 1" VALVE
RE: A3/C-530
N:254919.79
E:738506.74
STA 28+10.25, F-01
90° HORZ BEND
RE: C3/C-530
N:254861.56
E:738545.34
STA 28+98.43, F-01
12" X 12 " TEE
RE: C3/C-530
N:254924.18
E:738607.43
STA 30+15.26, W-01
CONNECT 12" WATER
WATER TO STORAGE TANK
RE: FP106
N:254615.52
E:738709.30
STA 29+67.13, W-01
90° HORZ BEND
RE: C3/C-530
N:254649.57
E:738743.33
STA 29+73.03, W-01
PIV
RE: D9/C-531
N:254645.40
E:738739.15
STA 0+00.00, F-03
CONNECT 12" FIRE
SUPPLY TO FIRE LOOP
RE: FP106
N:254604.70
E:738720.14
1 - F.H. ASSEMBLY
(LAND SIDE)
RE: E1/C-530
N:254726.39
E:738770.53
STA 31+53.64, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254743.60
E:738787.77
STA 0+00.00, F-01=
STA 1+46.02, F-03
12" X 12" TEE
RE: C3/C-530
W/ 3-12" VALVES
RE: E7/C-530
N:254707.94
E:738823.39
STA 24+94.14, F-01
45° HORIZ BEND
RE: C3/C-530
N:254946.69
E:738321.78
STA 24+76.84, F-01
45° HORIZ BEND
RE: C3/C-530
N:254946.69
E:738304.48
STA 29+79.59, W-01
VAULT
RE: FP504
N:254640.76
E:738734.52
STA 28+98.44, F-01
12" X 6" REDUCER
N:254927.50
E:738610.77
STA 28+98.43, F-01
FIRE HYDRANT
RE: E1/C-530
N:254974.21
E:738616.45
STA 26+73.49, F-01
6" GATE VALVE
RE: E7/C-530
N:254947.12
E:738437.49
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a i n
S t r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C U
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
AREA 1
SCALE
UTILITY PLAN - AREA 1
A4
1"=30'
UTILITY PLAN LEGEND
TRUE NORTH
U T
I L I T
Y
P
L A
N
A
R E
A
CU102
GENERAL NOTES
KEYNOTES
508 WALL MOUNTED FDC
H COORDINATE WITH GAS COMPANY FOR
THE INSTALLATION OF THE GAS LINE,
GAS METER, AND GAS REGULATOR.
1 2
X
DOMESTIC WATER LINE
W
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
GAS LINE
G
UNDERGROUND ELECTRIC
E
ES
COMMUNICATION DUCTBANK
C
SECONDARY
UNDERGROUND ELECTRIC
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
PIV
GATE VALVE
CATCH BASIN
FIRE HYDRANT
D
CB
PIPE FLOW ARROW
S
D
CB
ELECTRICAL MANHOLEM
E
ELECTRICAL HANDHOLE
H
E
COMMUNICATION MANHOLEM
C
COMMUNICATION HANDHOLE
H
C
CHAIN LINK FENCE
515 PIPE BOLLARD AT FIRE HYDRANT RE:
F5/C-530
I ELECTRICAL AND SITE CONTRACTOR TO
COORDINATE TO AVOID UTILITY
CONFLICTS
A REFER TO SHEETS C-530-C-534 FOR
UTILITY DETAILS.
B REFER TO ELECTRICAL PLAN SHEETS
FOR ELECTRIC, COMMUNICATIONS, AND
FIBER OPTIC LOCATIONS.
C REFER TO SHEETS CU100-CU110 FOR
UTILITY PLANS.
D ALL PRESSURIZED BENDS AND TEES
REQUIRE THRUST BLOCKS.
E REFER TO SHEETS CU111-CU122 & CU211
FOR SANITARY SEWER PLAN & PROFILES.
F
REFER TO SHEETS CU203-CU210 FOR
WATERLINE PROFILES.
G REFER TO SHEETS D-401-D-503 FOR LIFT
STATION DETAILS.
A
M
R
E V
I S
I O
N S
E
U
E
U
E
U
E
U
EU EU
E U
E U
E U
E U
EU EU EU M
E
EU EU
M
E
M
E
D E
S
E S
E
U
E
U
E
U
E
U
E U
EU
M
E
D D
D
S
D
CB
CB
D
SD SD SD SD
D
SD
S
D
S
D
S
D
S D
SD
S
D
S
D
S
D
S
D
CO
CO
X
X X X X X X X X X X X X X X X X X X
X X
X X X
A R
R
R
R
R
R
AREA 2 AREA 2
AREA 4 AREA 4
R E
S T
R I C
T E
D
A
R E
A
A
U T
H O
R I Z
R
S O
N N
E L
O
N L Y
HANGAR FFE: 6303.20
A R
G G G G G G G G G G G G G
1+00 2+00 3+00
F F F
8+00 9+00 10+00
11+00 12+00
13+00
S
S
S
S
SSSS
S SSSSSSSS
S
F
1+00 2+00 3+00 4+00 5+00
6+00
SSSSSSSSSS
I N
W
F
12" PVC C-900 F-01 12" PVC C-900 F-01
P
F
3" GAS LINE
RE: CU114 FOR PLAN AND
OFFSITE CONTINUATION
W
8" PVC
P
V
C
8" PVC
8" PVC
P
V C
S S
S
SSSS
S
S
S
S
SSSSSSSSSS
SSSSSSSS
S S
STA 2+40.99, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254537.43
E:738993.67
1 - F.H. ASSEMBLY
(LAND SIDE)
RE: E1/C-530
N:254527.65
E:738983.90
STA 5+25.77, F-01
12" X 6" TEE
RE: C3/C-530
N:254336.09
E:738934.30
1 - F.H. ASSEMBLY
(LAND SIDE)
RE: E1/C-530
N:254366.35
E:738904.28
STA 7+24.22, SS-01
4' SSMH
RE: A1/C-531
N:254497.39
E:738815.31
STA 8+47.56, SS-01
4' SSMH
RE: A1/C-531
N:254410.37
E:738902.71
STA 11+24.22, SS-01
4' SSMH
RE: A1/C-531
N:254215.18
E:739098.78
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C U
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
SCALE
UTILITY PLAN - AREA 2
A4
1"=30'
U T
I L
I T
Y
P
L A
N
A
R E
A
CU103
UTILITY PLAN LEGEND
KEYNOTES
509 CONNECT 3" GAS TO METER AND
REGULATOR REFER TO PLUMBING PLANS
G REFER TO SHEETS D-401-D-503 FOR LIFT
STATION DETAILS.
H COORDINATE WITH GAS COMPANY FOR
THE INSTALLATION OF THE GAS LINE, GAS
METER, AND GAS REGULATOR.
1 2
X
DOMESTIC WATER LINE
W
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
GAS LINE
G
UNDERGROUND ELECTRIC
E
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
PIV
GATE VALVE
CATCH BASIN
FIRE HYDRANT
D
CB
PIPE FLOW ARROW
S
D
CB
ELECTRICAL MANHOLEM
E
ELECTRICAL HANDHOLE
H
E
CHAIN LINK FENCE
515 PIPE BOLLARD AT FIRE HYDRANT RE:
F5/C-530
I ELECTRICAL AND SITE CONTRACTORS TO
COORDINATE TO AVOID UTILITY
CONFLICTS.
GENERAL NOTES
A REFER TO SHEETS C-530-C-534 FOR
UTILITY DETAILS.
B REFER TO ELECTRICAL PLAN SHEETS
FOR ELECTRIC, COMMUNICATIONS, AND
FIBER OPTIC LOCATIONS.
C REFER TO SHEETS CU100-CU110 FOR
UTILITY PLANS.
D ALL PRESSURIZED BENDS AND TEES
REQUIRE THRUST BLOCKS.
E REFER TO SHEETS CU111-CU122 & CU211
FOR SANITARY SEWER PLAN & PROFILES.
F
REFER TO SHEETS CU203-CU210 FOR
WATERLINE PROFILES.
A
M
V
I S
I O
N S
EU EU
U
E U
E U
E U
EU EU EU EU EU EU EU EU EU
M
E
M
E
EU EU
M
E
M
E
C U
C U
G E
N
S
G E
N
ES ES
ES ES
C
U
CU CU CU
CU
CU
CU
CU
E U
E U
ES
E S
C U
M
C
E U
EU
CU
C
U
E S
C U
CU CU
CU
CU CU
HELO OPS BUILDING
X
X X X X X X X X X
X X X X X X X X X X
X X
X X
R E
S T
R I C
T E
D
A
R E
A
A
U T
H O
R I Z
R
S O
N N
E L
O
N L Y
HANGAR FFE: 6302.78
HANGAR FFE: 6303.20
FFE
6309.50
S
S
S
G G G G G G
27+00 28+00 29+00
1+00 2+00 3+00
28+00
29+00
30+00 31+00 32+00
1+00
F
F
F F F F F F
F
3+00 4+00 5+00
8+00 9+00
10+00
3+00
3+004+00
S
S
S
S
S
INW
S S
S S
S S
S S
S
3+00 4+00 5+00
7+00 8+00
W W W
SSSS
G G
G
F
SSSSSSSS
S
S
S
W W W
F
1+00 2+00 3+00
F
W W W W W
S
F
I N
W I N
W
S
SSSSSSSS
F
I N
W
0+64
S
S
D
I N
W I N
W
1+00
3+00 3+66
F
F F
P
P
P
W
8" PVC C-900 INW-01
S
S
S
1" GAS LINE
4+07
3+00
S
SSSSSSSS
8" PVC C-900 INW-01
P
STA 8+47.56 SS-01 =
STA 0+00.00 SS-02 =
4' SSMH
RE: A1/C-531
RIM: 6301.95
N:254410.37
E:738902.71
STA 2+68.61, SS-02
4' SS DROP MH
RE: A6/C-531
RIM: 6309.26
N:254600.38
E:739092.58
STA 2+85.01, INW-01
4' SSMH
RE: A1/C-531
RIM: 6307.86
N:254546.51
E:739163.21
STA 1+21.02, INW-01
4' SS DROP MH
RE: A2/C-516
RIM: 6302.09
N:254430.55
E:739047.25
STA -0+05.00, INW-01
5000 GALLON
HOLDING TANK
RE: A3/C-532
RIM: 6299.82
N:254341.44
E:738958.14
STA 3+94.33, INW-01
CONNECT TO BUILDING
RE: P-115
N:254623.78
E:739085.89
STA 2+89.89, SS-02
CONNECT TO
BUILDING
RE: P-115
N:254615.34
E:739077.45
STA 1+16.34, SS-02
4' SSMH
RE: A1/C-531
RIM: 6301.39
N:254492.67
E:738984.95
S
C
O
C
O
6" PVC C-900 F-05
P
4" PVC C-900 W-02
STA 2+76.69, F-05
W/ 12" VALVE
RE: E7/C-530
RIM: 6300.53
N:254721.10
E:738820.82
STA 0+80.12, F-05
PIV
RE: D9/C-531
RIM: 6306.02
N:254739.62
E:738959.81
P
1 - F.H. ASSEMBLY
(LAND SIDE)
RE: E1/C-530
RIM: 0.00
N:254701.80
E:738924.04
STA 1+65.34, F-05
90° HORZ BEND
RE: C3/C-530
RIM: 6295.51
N:254799.86
E:738899.52
STA 6+70.46, W-02
90° HORZ BEND
RE: C3/C-530
RIM: 6297.46
N:254798.11
E:738883.64
4" PVC C-900 W-02
STA 5+74.11, W-02
90° HORZ BEND
RE: C3/C-530
RIM: 6293.47
N:254729.96
E:738815.53
STA 2+97.88, W-02
AIR RELEASE VALVE
RE: A1/C-530
RIM: 6303.44
N:254925.41
E:738620.34
STA 31+92.92, F-01
12" X 12" TEE
RE: C3/C-530
RIM: 6291.01
N:254715.81
E:738815.53
STA 2+71.69, F-05
12"X6" REDUCER
N:254724.64
E:738824.36
12" PVC C-900 F-01
P
8" SDR-35 PVC SS-01
S
D
R
FIRE WATER LINE
F
INDUSTRIAL WASTE LINE
INW
DOMESTIC WATER LINE
W
SANITARY SEWER LINE
SS
GAS LINE
G
W
SS
G
BASE BID DOMESTIC
WATER LINE
BASE BID SANITARY
SEWER LINE
BASE BID GAS LINE
UNDERGROUND ELECTRIC
E
ES
COMMUNICATION DUCTBANK
C
SECONDARY
UNDERGROUND ELECTRIC
SANITARY SEWER MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
PIPE FLOW ARROW
S
BASE BID SANITARY SEWER
MANHOLE
BASE BID PIV
BASE BID GATE VALVE
BASE BID FIRE HYDRANT
S
ELECTRICAL MANHOLEM
E
ELECTRICAL HANDHOLE
H
E
COMMUNICATION MANHOLEM
C
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C U
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O N
KEY PLAN
SCALE
BID OPTION 1 - CRASH / FIRE RESCUE FACILITY - UTILITY PLAN
A3
1"=30'
UTILITY PLAN LEGEND
B
T
I O
N
C
R A
I R
E
R
E S
C U
E
F A
C I L I T
Y
U
T I L I T
Y
P
L A
N
CU108
C U
C U
C U
C U
KEYNOTES
508 WALL MOUNTED FDC, RE: P-115
G REFER TO SHEETS D-401-D-503 FOR LIFT
STATION DETAILS.
H
COORDINATE WITH GAS COMPANY FOR
THE INSTALLATION OF THE GAS LINE, GAS
METER, AND GAS REGULATOR.
513 GAS REGULATOR METER
MIN. 5'
I REFER TO SHEET CU228 FOR SS-02
PROFILE
J ELECTRICAL AND SITE CONTRACTORS TO
COORDINATE TO AVOID UTILITY
CONFLICTS.
GENERAL NOTES
A REFER TO SHEETS C-530-C-534 FOR
UTILITY DETAILS.
B REFER TO ELECTRICAL PLAN SHEETS
FOR ELECTRIC, COMMUNICATIONS, AND
FIBER OPTIC LOCATIONS.
C REFER TO SHEETS CU100-CU110 FOR
UTILITY PLANS.
D ALL PRESSURIZED BENDS AND TEES
REQUIRE THRUST BLOCKS.
E REFER TO SHEETS CU111-CU122 & CU211
FOR SANITARY SEWER PLAN & PROFILES.
F
REFER TO SHEETS CU203-CU210 FOR
WATERLINE PROFILES.
A
M
R
E V
I S
I O
N S
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
A F
-W F
R
M
A R
C
H
O F
F
F I
M
E
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
F Y
H
E L
O T
R P
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
P R
O J E
M
B E
R
G
H L
N A
R
R E
N
A
F B
W
Y O
M I N
G
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a r e e t
F o r t
W o r t h
T
X
F E
G
H L N
A
C U
30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
B
T
I O
A T
E R
L I N
E
P
R O
F I L
E
F
CU210
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
VERTICAL SCALE
HORIZONTAL SCALE
WATERLINE PROFILE W-02
A2
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
WATERLINE PROFILE F-05
A5
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
WATERLINE PROFILE W-02
E2
1"=3'
1"=30'
UTILITY PROFILE GENERAL NOTES
A REFER TO SHEETS C-530-C-534 FOR
UTILITY DETAILS.
B REFER TO ELECTRICAL PLAN SHEETS
FOR ELECTRIC, COMMUNICATIONS, AND
FIBER OPTIC LOCATIONS.
C REFER TO UTILITY PLANS, CU100-CU110
SERIES, FOR UTILITY DESIGN.
D VERTICAL TIEDOWNS ARE REQUIRED AT
ALL VERTICAL BENDS.
E REFER TO SHEETS CG112-CG119 FOR
DRAINAGE PLANS.
F CONTRACTOR SHALL CENTER FULL PIPE
SECTION OF EACH TYPE AT ALL UTILITY
CROSSINGS.
G ELECTRICAL AND SITE CONTRACTOR TO
COORDINATE TO AVOID UTILITY
CONFLICTS.
A
M
V
I S
I O
N S
E L
E V
A T
I O
N
E
T
STATION
6+00 6+50 7+00 7+50 8+00 8+50 9+00
S T
A
W
H O R Z
B E N D
R E
C
C
PROPOSED SURFACE
EXISTING SURFACE
S T
A
W
C O
N N
E C
T
W
A T
E R
I L D
I N
G
R E
P
S T
A
W
V E R T
B E N D
M
V
E R
S
T O
R M
W
A T
E R
F
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
PROPOSED SURFACE
EXISTING SURFACE
S T
A
F
C O
N N
E C
T
F
I R
E
W A
T E
R
T
O
B
U I L D
I N
G
R E
F
P
S T
A
F
H O R Z
B E N D
R E
C
C
S T
A
F
P I V
R E
D
C
W
A T
E R
W
S T
A
F
X
T
E E
R E
C
C
M
V
E R
S T
A
F
W
V
A L V
E
R E
E
C
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