20210826_W9128F21R0070 AM0004 - Drawings.pdf
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- Solicitation number
- W9128F21R0070
About this file
This document provides details on a federal contract solicitation from the Department of the Army Corps of Engineers Engineering District Omaha. Solicitation number W9128F21R0070 is seeking construction services for a Helo/TRF Ops/AMU and Alert Facility at FE Warren Air Force Base in Wyoming. Responses are due on an unspecified date. The solicitation involves constructing a new helicopter operations, transportation and alert facility and includes attached drawings as an appendix to outline technical specifications. The Department of the Army Corps of Engineers Engineering District Omaha is the contracting agency managing this opportunity.
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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
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2 3 4 5 6 7 8 9 10
F
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P R
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M
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F B
W
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C
M a i n t r e e t
F o r t
W o r t h
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H L N
A
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H
A Y
E S
T
K
A T
T E
L M
A N
J
E
M E
R S
O
READY-TO-ADVERTISE (RTA) DESIGN
WYOMING REGISTERED
ENGINEERING FIRM ES-0061
UTILITY NOTES
A/E
ABAN
AD
ADA
ALT
AOA
AR
ARCH
ASSY
ASTM
B-B
BC
BEG
BLDG
BM
BRG
C-C,C/C, CC
CB
CD
C&G
CIP
AND
AT
A
ARCHITECT/ENGINEER
ABANDON
AREA DRAIN
AMERICANS WITH
DISABILITIES ACT
ALTERNATE
AIRFIELD OPERATIONS
AREA
AS REQUIRED
ARCHITECT
ASSEMBLY
AMERICAN SOCIETY FOR
B
BACK TO BACK
BACK OF CURB
BEGIN
BUILDING
BENCHMARK
BEARING
C
CENTER TO CENTER
CURB
CONSTRUCTION
DOCUMENTS
CURB AND GUTTER
CAST-IN-PLACE /
CAST IRON PIPE
CL
CLR
CNR
COMM
COMPR
CONN
CONT
CONTR
CSB
CTR
CTRL
DA
DEMO
DIA
DIST
DR
DS
DW
EA
EJ
EQ
EW
CENTERLINE / CLASS
CLEAR
CORNER
COMMUNICATION
COMPRESSOR
CONNECT
CONTINUE
CONTRACTOR
CONCRETE SPLASH
BLOCK
CENTER
CONTROL
D
DRAINAGE AREA
DEMOLITION
DIAMETER
DISTANCE
DRIVE
DOWNSPOUT
DOMESTIC WATER
E
EAST (FOR COORDINATES)
EACH
EXPANSION JOINT
EQUAL
EACH WAY
EWEF
EXIST
EXP
FB
FND
FF
FG
FL
FLG
FM
FT
GAL
GALV
GDR
GEN
GND
GR
HB
HC
HORIZ
HR
ID
INL
INV
EACH WAY
EACH FACE
EXISTING
EXPANSION
F
FACE OF BUILDING
FOUNDATION
FINISHED FLOOR
FINISHED GRADE
FLOW LINE
FLANGE
FORCE MAIN
FEET
G
GALLON
GALVANIZED
GUARDRAIL
GENERAL
GROUND
GRADE
H
HOSE BIBB
HANDICAP
HORIZONTAL
HANDICAPPED RAMP
I
INTERNAL DIAMETER
INLET
INVERT
JRCP
JT
K
LAT
LF
LP
LS
MAX
MFG
MH
MIN
MJ
MISC
N
NA
NO
OA
OC
OCEW
OD
OPP
P
PCC
PEJ
PERIM
PERP
PI
J
JOINT REINFORCED
CONCRETE PAVEMENT
JOINT
K
THOUSAND
L
LENGTH
LATERAL
LINEAR FEET
LOW POINT
LIME-STABILIZED,
LUMP SUM
M
MAXIMUM
MANUFACTURER
MANHOLE
MINIMUM
MECHANICAL JOINT
MISCELLANEOUS
N
NORTH (FOR
COORDINATES)
NOT APPLICABLE
NUMBER
O
OVERALL
ON CENTER
ON CENTER EACH WAY
OUTSIDE DIAMETER
OPPOSITE
P
PAGE
POINT OF COMPOUND
CURVATURE, PORTLAND
CEMENT CONCRETE
PREMOLDED
EXPANSION JOINT
PERIMETER
PERPENDICULAR
POINT OF INTERSECTION
PR
PRCST
PROJ
R/RAD
RC
RDC
REBAR
REINF
REM
REP
REPL
REQD
ROW
RP
S
SAN
SB
SCH
SD
SEP
SF
SHT
SIM
SLNT
PIPE RAIL
PRECAST
PROJECT
R
RADIUS
REINFORCED CONCRETE
REDUCER
REINFORCING STEEL BARS
REFERENCE
REINFORCE
REMOVABLE
REPAIR
REPLACE
REQUIRED
RIGHT OF WAY
RADIUS POINT
S
SOUTH (FOR
COORDINATES)
SANITARY
SPLASH BLOCK
SCHEDULE
STORM DRAIN
SEPARATE
SQUARE FOOT (FEET)
SHEET
SIMILAR
SEALANT
SP
SQ
SS
STND
STOR
STRUCT
SW
SYM
TEL
TEMP
THK
TOC
TOW
TP
UC
UG
VERT
VIF
VOL
VRFY
W
W/O
WT
WV
XFMR
SPACE(S), SUMP PIT
SQUARE
SANITARY SEWER
STANDARD
STORAGE
STRUCTURAL
SIDEWALK
SYMBOL
T
TELEPHONE
TEMPORARY
THICKNESS
TABLE OF CONTENT
TOP OF WALL
TOP OF PAVEMENT
U
UNDERGROUND CONDUIT
UNDERGROUND
V
VERTICAL
VERIFY IN FIELD
VOLUME
VERIFY
W
WATER, WEST
WITHOUT
WEIGHT
WATER VALVE
X
TRANSFORMER
ABBREVIATIONS
NUMBER
DIAMETER
APPROX APPROXIMATE
ASPH ASPHALT
CI CURB INLET
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCT
C/S CONCRETE SLAB
CTB CEMENT TREATED BASE
DCD DOUBLE CHECK
DETECTOR
DEF DEFLECTION /
DEFORM
DET DETAIL
DIM DIMENSION
DI DUCTILE IRON
EF EACH FACE
EP EDGE OF PAVEMENT
EX EXISTING
FH FIRE HYDRANT
F FIRE WATER
FDC FIRE DEPARTMENT
CONNECTION
G
GAS
HMAC HOT MIX ASPHALT
CONCRETE
HDWL HEADWALL
HSF HIGH FLOW SILT FENCE
FS FINISHED SURFACE
GV GATE VALVE
HDPE HIGH DENSITY
POLYETHYLENE PIPE
LT LEFT
MW MONITORING WELL
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHW OVERHEAD WIRE
ORBK OFFICIAL RECORD BOOK
PC POINT OF CURVATURE
PIV POST INDICATOR VALVE
PL PROPERTY LINE
POV PRIVATELY OWNED
VEHICLE
PP POWER POLE
PROP PROPOSED
PT POINT OF TANGENCY
PVC POINT OF VERTICAL
CURVATURE, POLYVINYL
CHLORIDE PIPE
PVI POINT OF VERTICAL
INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL
TANGENCY
RCP REINFORCED CONCRETE
PIPE
RD ROAD
RED REDUCER
RET RETAINING
RPZ REDUCED PRESSURE
ZONE
RT RIGHT
RW RETAINING WALL
SG STATIC GROUND
SPEC
SPECIFICATION
ST
STA
STREET
STATION
STL STEEL
SVC SERVICE
T
T/G
T/PIPE
TBM
TC
TANGENT
TOP OF GRATE
TOP OF PIPE
TEMPORARY BENCHMARK
TOP OF CURB
TYP TYPICAL
UGC
UGE
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UGT UNDERGROUND TELEPHONE
UON
UPS
UNLESS OTHERWISE NOTED
UNINTERRUPTIBLE
POWER SUPPLY
VAR
VC
VARIES
VERTICAL CURVE
W/ WITH
WWF WELDED WIRE FABRIC
WL WATER LINE
CIVIL SYMBOLS GENERAL NOTES
TESTING AND MATERIALS
AWWA
AMERICAN WATER WORKS
ASSOCIATION
L
PSI POUNDS PER SQ. IN.
RE
PE POLYETHYLENE
Ø
FP FIRE PROTECTION
E
BFP BACKFLOW PREVENTER
DETAIL NUMBER
SHEET ON WHICH DETAIL
IS DRAWN
ENLARGED PLAN/DETAIL
REFERENCE
TRUE NORTH ARROW
PLAN NORTH ARROW
REVISION
A. LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE PLOTTED FROM RECORD
DRAWINGS AND INTERPOLATION OF PHYSICAL
EVIDENCE ON THE SITE AND ARE SUBJECT TO
FIELD VERIFICATION. SEE GENERAL NOTES A
AND B.
B. ALL LOCATIONS FOR WORK SHALL BE CHECKED
AND COORDINATED WITH EXISTING CONDITIONS
IN THE FIELD BEFORE COMMENCING
CONSTRUCTION UNDER THIS SECTION OR ANY
OTHER SECTION.
C. THE WORKING DRAWINGS ARE GENERALLY
DIAGRAMMATIC. THEY DO NOT SHOW EVERY
OFFSET, BEND, OR ELBOW REQUIRED FOR
INSTALLATION IN THE SPACE PROVIDED. THEY
DO NOT SHOW EVERY DIMENSION, COMPONENT
PIECE, OR FITTING REQUIRED TO COMPLETE THE
PROJECT. PROVIDE A COMPLETE AND WORKING
SYSTEM.
D. COORDINATE A UTILITY LOCATE 48 HOURS PRIOR
TO BEGINNING ANY UTILITY CONSTRUCTION FOR
LOCATION MARK-UP OF ALL EXISTING UTILITIES.
ALSO COORDINATE THE UTILITY LOCATE WITH
WAFB PERSONNEL FOR ALL UTILITY WORK.
INFORM CONTRACTING OFFICER IMMEDIATELY IF
LOCATE INDICATES THAT EXISTING TYPE AND
LOCATION OF EXISTING UTILITIES ARE
DIFFERENT THAN SHOWN ON DRAWINGS.
E. LOCATE, PROTECT, AND AVOID DISRUPTION OF
ALL ABOVE AND BELOW GRADE UTILITIES DURING
CONSTRUCTION.
F. FROST DEPTH IS 59". ALL WATERLINES SHALL
HAVE 72" MINIMUM COVER. ALL SANITARY LINES,
FORCE MAINS, AND INDUSTRIAL WASTE LINES
SHALL HAVE 60" MINIMUM COVER.
G. CONCRETE THRUST BLOCKING IS REQUIRED ON
ALL PRESSURE LINE BENDS AND FITTINGS. SEE
STANDARD THRUST BLOCKING DETAILS.
H. ALL EXISTING UTILITIES AND TIE-IN POINTS
SHOULD BE CONSIDERED ACTIVE UNLESS
OTHERWISE NOTED.
I. CONFIRM ALL UTILITY VALVE VAULTS, VALVES,
METERS, BACKFLOW PREVENTION ASSEMBLIES,
AND OTHER PUBLIC UTILITY APPURTENANCES
WITH WAFB PRIOR TO BEGINNING WORK.
J. GAS TO F.E. WARREN IS PROVIDED BY
FRANCHISE UTILITY (BLACK HILLS ENERGY) TO
THE BASE BOUNDARY ADJACENT TO GATE 5.
CONTRACTOR IS RESPONSIBLE FOR
CONSTRUCTION OF GAS LINE FROM THE POINT
OF DEMARCATION AT GATE 5 AREA TO PROJECT
SITE AND POINTS OF USE.
K. PER OMAHA DISTRICT STANDARDS, MANHOLES
OUTSIDE OF PAVED AREAS SHALL BE 6 INCHES
ABOVE FINISHED GRADE.
L. CONTRACTOR SHALL CENTER FULL PIPE
SECTION OF EACH TYPE AT ALL UTILITY
CROSSINGS.
REFERENCING SYSTEM
C-501
C-301 C-301
GRADING NOTES
DEMO & EROSION CONTROL WORK KEYNOTE
PROPOSED WORK KEYNOTE
A. FIELD VERIFY ALL EXISTING SITE CONDITIONS
PRIOR TO THE COMMENCEMENT OF WORK AND
REPORT ANY DISCREPANCIES TO THE
CONTRACTING OFFICER. PERFORM A SITE VISIT
AND BECOME FAMILIAR WITH THE SITE
CONDITIONS PRIOR TO BIDDING.
B. IT IS EXPECTED THAT THE ACTUAL LOCATION OF
EXISTING UTILITIES MAY VARY FROM THAT SHOWN
ON THE PLANS. POTHOLE AND LOCATE ALL
EXISTING UTILITIES. VARIATIONS IN LOCATION
AND DEPTH SHALL BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER
IMMEDIATELY SO THAT THE LOCATION OF
UTILITIES MAY BE CHECKED WITH THE PROPOSED
DESIGN. NOTIFY F.E. WARREN AIR FORCE BASE
(WAFB) PRIOR TO ANY WORK COMMENCING FOR
ANY EXCAVATION OR POTHOLING.
C. CONFIRM SITE FEATURES TIE INTO EXISTING SITE
DEVELOPMENT, THAT PAVEMENT JOINTS MATCH
CORRECTLY, AND THAT GENERAL DESIGN
ELEVATIONS FOR CONSTRUCTION PROVIDE
PROPER PAVEMENT AND DRAINAGE SLOPES FROM
EXISTING TIE-IN POINTS. REPORT DISCREPANCIES
TO THE CONTRACTING OFFICER PRIOR TO
CONSTRUCTION.
D. UPON COMPLETION OF THE CONSTRUCTION
PROJECT, THE PROJECT AREA SHALL BE FREE OF
DEBRIS AND UNUSED MATERIAL. ALL DAMAGE
CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE
RESTORED TO AN "AS GOOD" CONDITION AS
DETERMINED BY THE CONTRACTING OFFICER.
E. MAINTAIN TRAFFIC (VEHICULAR AND PEDESTRIAN)
ACCESS TO ALL SITE FACILITIES.
G. ALL DIMENSIONS ON PLAN, PROFILE AND DETAIL
SHEETS ARE IN FEET UNLESS OTHERWISE NOTED.
A. TOPOGRAPHIC INFORMATION IS BASED ON THE
SURVEY BY CLARK LAND SURVEYING RECEIVED
ON 8/7/2017.
B. CONSTRUCTION STAKING SHALL BE PERFORMED
BY A LICENSED SURVEYOR. STAKING SHALL BE
REVIEWED BY CONTRACTING OFFICER FOR
CONFIRMATION OF DESIGN PRIOR TO
CONSTRUCTION.
C. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL
HAVE UNIFORM SLOPE UNLESS OTHERWISE
INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY
FROM ALL BUILDING WALLS AND DOORS.
D. SAFE CONSTRUCTION PRACTICES SHALL BE
UTILIZED AT ALL TIMES. ADEQUATE SHORING,
BRACING, TIES, AND SUPPORTS SHALL BE USED
TO PROVIDE PROPER TEMPORARY INTEGRITY
DURING ALL PHASES OF CONSTRUCTION.
E. LOCATIONS OF UNDERGROUND UTILITIES ARE
FROM RECORD INFORMATION AND AS-BUILT
DRAWINGS AND SURVEY. FIELD-VERIFY ALL
LOCATIONS PRIOR TO BEGINNING CONSTRUCTION.
F. ALL DITCHES, SWALES, GUTTERS, ETC. SHOULD BE
CONSIDERED ACTIVE STORM CONVEYANCES
UNLESS OTHERWISE INDICATED. ADDRESS
STORM WATER DRAINAGE AND DEWATERING OF
WORK AREAS DURING CONSTRUCTION.
G. DURING WET WEATHER PERIODS, SEQUENCE
CONSTRUCTION IN A MANNER THAT MINIMIZES
IMPACT ON OPEN EARTHWORK AND COMPACTION
OPERATIONS.
H. COMPLETELY COVER ANY SOIL STOCKPILES WITH
6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS
TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC
COVER AS PART OF CONTINUOUS EROSION
CONTROL PLAN. PLACE SILT FENCE OR EROSION
CONTROL TUBE COMPLETELY AROUND
STOCKPILE.
I. STOCKPILE LOCATIONS AND HEIGHT SHALL BE
APPROVED BY THE CONTRACTING OFFICER.
ACM ASBESTOS CONTAINING
MATERIAL
LBP LEAD BASED PAINT
LCP LEAD CONTAINING PAINT
LE/FE LOW EMITTING AND
FUEL EFFICIENT
COR CONTRACTING OFFICER
REPRESENTATIVE
G E
N E
R A
L
N
O T
E S
C-001
C-501
FOC FRONT OF CURB
WYANG WYOMING AIR NATIONAL
GUARD
ELEC ELECTRIC
ABA ARCHITECTURAL BARRIERS
ACT
EL ELEVATION
NTS NOT TO SCALE
FNC FENCE
BENCHMARKS
BENCHMARK: 3" BRASS CAP, MARKED "CHARLIE",
N = 241514.81, E = 741483.42, ELEV = 6161.73 (NAVD88),
RE: SHEETS G-100 AND V-100.
1 1
PROPOSED
BUILDING
FIRE SUPPRESSION ROOM
CONCRETE SIDEWALK
CONCRETE AIRFIELD APRON
ASPHALT AIRFIELD SHOULDER
SNOW MELT
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE
COMPACTED GRAVEL
RIP-RAP
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
FENCE
GRADE BREAK
SWALE CENTERLINE
DOMESTIC WATER LINE
W
99999999
MOORING POINT
TC
TP
LP
FIRE WATER LINE
F
SANITARY SEWER LINE
SS
STORM SEWER LINE
SD
INDUSTRIAL WASTE LINE
INW
FORCE MAIN LINE
FM
EXISTING
GAS LINE
G
GROUNDING POINT
S SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
PIV
GATE VALVE
CATCH BASIN
FIRE HYDRANT
D
CB
PIPE FLOW ARROW
TOP OF CURB
TOP OF PAVEMENT
LOW POINT
SPOT ELEVATION
10.00
S
D
CB
FAA FORMS
CONTRACTOR IS REQUIRED TO SUBMIT FAA FORM
7460-2 PRIOR TO CONSTRUCTION COMMENCEMENT.
A
M
V
I S
I O
N S
AutoCAD SHX Text 18063
TRUE NORTH
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
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 2 AREA 2
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
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
V
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+09.07, SD5
3'x2.5' CURB INLET
RE: A7/C-514
N:254321.29
E:738849.99
P
D
STA 2+03.89, SD5
CONNECT TO INW-03
DIVERSION VALVE
RE: A8/C-532
N:254317.07
E:738852.99
STA 1+93.19, SD5
JUNCTION BOX
RE: A7/C-513
RIM=6302.34
N:254308.31
E:738859.13
AutoCAD SHX Text 18063
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text P
LEGEND
T
I O
R A
I N
A G
E
P
L A
N
CG119
IF OPTION 3 SELECTED, MOVE BASE BID
STORM DRAIN LAT 5C TO LOCATION
SHOWN.
507 CONNECT TO 6" ROOF DRAIN,
RE: PLUMBING,
KEYNOTES
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
SCALE
BID OPTION 2 - ADDITIONAL STORAGE SHELTER BAY
D1
1"=30' SCALE
BID OPTION 3 - ADDITIONAL APRON PARKING SPACE
D5
1"=30'
REFER TO DETAIL A7/C-513 FOR TRENCH
DRAIN DETAIL AND ELEVATIONS.
F
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
FIRE WATER LINE
F
DOMESTIC WATER
W
BASE BID STORM SEWER LINE
SD
FLOW DIRECTION ARROW
SCALE
DRAINAGE PLAN - SD8
A1
1"=30'
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
A
M
V
I S
I O
N S
DD
CB
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
X X X X X X X X X X X
HANGAR FFE: 6302.78
HANGAR FFE: 6303.20
ADDITIONAL
STORAGE SHELTER
BAY
S
D
S
D
S
D
S
D
G G G G G G G
S S
SSSS
F
F
S
F
INW
S S
SSSSSSSSSS
I N
W
INW
S
F
S
I N
W
SS
STA 1+26.47, SD14
CONNECT TO INW-04
DIVERSION VALVE
RE: A8/C-532
N:254260.77
E:738907.55
STA 0+00.00, SD14
FLARED HEADWALL
RE: A5/C-511
N:254153.88
E:738975.15
STA 1+32.63, SD14
CURB INLET
RE: A7/C-514
INV=6289.719
N:254260.79
E:738901.39
SS
S
D
S
D
STA 1+15.25, SD14
JUNCTION BOX
RE: A7/C-513
N:254251.26
E:738913.51
R
D
D
SD
SD
SD
SD
SD
SD
D
S D
D
S D
DSDSDSD
F
F F F
F F
S
D
STA 1+10.37, SD8
FLARED HEADWALL
RE: A5/C-511
INV=6281.354
N:253488.90
E:736426.63
D
STA 0+22.10, SD8
FLARED HEADWALL
RE: A5/C-511
INV=6282.019
N:253577.15
E:736428.31
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
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE "SD14"
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
P
E x
C
U R
B
I N
L E
T
R E
A
C
R
M
L
F
R
C P
.1
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
G
A
D E
R E
A
C
R
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
L
F
P
V C
.0
S T
A
S
D
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
P
E
O U
T
P
E
S T
A
S
D
P
W
O U
T
R
E
R I M
J U
N C
T I O
N
B
O X
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
-0+50 0+00 0+50 1+00
S T
A
S
D
X
O
U T
F A
R
U C
T U
R E
R E
E
C
R
E
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
W
37 LF 18" RCP
@ 0.81%
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 1+50 2+00
EXISTING SURFACE
PROPOSED SURFACE
S T
A
S
D
O U
T
P
C U
L E
T
R E
A
C
R
S T
A
S
D
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
P
O U
T
P
L
F
P
V C
.0
S T
A
S
D
F L
A R
A
D W
A L
L
R E
A
C
R
W
S T
A
S
D
P
W
O U
T
R
E
R I M
J U
N C
T I O
N
B
O X
R E
A
C
HEAVY DUTY ASPHALT
PAVEMENT, RE: E4/C-520
BUILDING
HEAVY DUTY CONCRETE
PAVEMENT, RE: E1/C-520
CONCRETE SIDEWALK,
RE: A1/C-520
BID OPTION 4 SNOW MELT FOR
HANGAR DOORS, RE: B4/C-520
AIRFIELD ASPHALT SHOULDER
PAVEMENT, RE: F4/C-520
AIRFIELD CONCRETE
PAVEMENT, RE: F1/C-520
RIP-RAP, RE: A3/C-512
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 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 3
SCALE
PAVING PLAN - AREA 3
A3
1"=30'
LEGEND
GENERAL NOTES - PAVING PLANS
P A
V I N
G
P
L A
N
A
R E
A
CP103
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
223 BID OPTION 4 SNOW MELT FOR HANGAR
DOORS. RE: B4/C-520, E1/S-505
G IF BID OPTION 4 IS NOT ACCEPTED, USE
PROPOSED CONCRETE PAVEMENT FOR
APRON, RE: F1/C-520
REFER TO SHEETS CT101-CT110 FOR
AIRFIELD JOINTING & JOINT GRADING
303 PAVEMENT MARKING, RE: A5/C-501
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 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
13.73'
HEAVY DUTY ASPHALT
PAVEMENT, RE: E4/C-520
BUILDING
AIRFIELD ASPHALT SHOULDER
PAVEMENT, RE: F4/C-520
AIRFIELD CONCRETE
PAVEMENT, RE: F1/C-520
HEAVY DUTY CONCRETE
PAVEMENT, RE: E1/C-520
BID OPTION 4 SNOW MELT FOR
HANGAR DOORS, RE: B4/C-520
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 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
AREA 4
5 6
SCALE
PAVING PLAN - AREA 4
A3
1"=30'
GENERAL NOTES - PAVING PLANS
P A
V I N
G
P
L A
N
A
R E
A
CP104
KEYNOTES
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
LEGEND
231 FUTURE TAXIWAY
223 BID OPTION 4 SNOW MELT FOR HANGAR
DOORS. RE: B4/C520 AND E1/S-505
REFER TO SHEETS CT101-CT110 FOR
AIRFIELD JOINTING & JOINT GRADING
G IF BID OPTION 4 IS NOT ACCEPTED, USE
PROPOSED CONCRETE PAVEMENT FOR
APRON, RE: F1/C-520
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: 6303.20
A R
R
R
HELO OPS BUILDING
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
SCALE
BID OPTION 1 - CRASH FIRE RESCUE FACILITY - PAVING PLAN
A3
1"=30'
LEGEND
GENERAL NOTES - PAVING PLANS
B
T
I O
R A
R
E
R
E S
C U
E
F A
C I L
I T
Y
P
A V
I N
G
P
L A
N
CP108
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-CP121 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
CONCRETE SIDEWALK,
RE: A1/C-520
A
M
V
I S
I O
N S
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
L
Y
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
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
L
Y 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
SCALE
PAVING PLAN - BID OPTION 2 - ADDITIONAL STORAGE SHELTER BAY
A3
1"=30'
LEGEND
GENERAL NOTES - PAVING PLANS
P A
V I N
G
P
L A
N
B
T
I O
D
D I T
I O
N A
L
S
T O
R A
G
E
L T
Y
CP109
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-CP121 FOR
ROAD PLAN & PROFILES
F REFER TO SHEETS CT101-CT110 FOR
AIRFIELD JOINTING & JOINT GRADING
KEYNOTES
231 FUTURE TAXIWAY
BID OPTION 4 SNOW MELT FOR HANGAR
DOORS, RE: E1/S-505
BUILDING
BID OPTION 4 SNOW MELT FOR
HANGAR DOORS, RE: B4/C-520
EXPANSION JOINT
AT STRUCTURE
HEAVY DUTY CONCRETE
PAVEMENT, RE: E1/C-520
A
M
V
I S
I O
N S
G IF BID OPTION 4 IS NOT ACCEPTD, USE
PROPOSED CONCRETE PAVEMENT FOR
APRON, RE: F1/C-520
X
X
X X X X X X X X X X X X X X X
X X X X X X X
HANGAR FFE: 6302.78
HANGAR FFE: 6303.20
HELO OPS BUILDING
ADDITIONAL
STORAGE
SHELTER
BAY
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
AREA 16
VERTICAL SCALE
HORIZONTAL SCALE
ROAD PLAN & PROFILE - AREA 16
A3
1"=3'
1"=30'
GENERAL NOTES
TRUE NORTH
R O
A
O
F I L
E
A
R E
A
CP114
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
A SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
D ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
B REFER TO SHEETS CP100-CP110 FOR
PAVEMENT REQUIREMENTS.
LEGEND
KEYNOTES
4" SOLID WHITE STRIPE, RE: B1/C-500
4" DOUBLE YELLOW STRIPE, RE: B1/C-500
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
CI
W x
EXISTING WATER LINE
A
M
V
I S
I O
N S
E L E
V A
T I O
N
E
T
STATION
7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
.7
PROPOSED GRADE @
ROAD CENTERLINE
EXISTING GROUND
1097 L F @
.5
0%
STA 7+02.02
BEGIN RIGHT
DITCH TRANSITION
INV 6285.16
RIGHT DITCH
FLOWLINE
8+00
9+00
10+00
11+00
12+00
13+00
P T
N67° 12' 15.25"E
840.926
M
A
T
N
E
S
D=112°12'15" R=335.00'
T=498.57'
L=656.04'
M A
T C
H
L I N
E
S T
A
N: 254040.44
E:736561.03
AutoCAD SHX Text 18063
MH
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
AREA 17
VERTICAL SCALE
HORIZONTAL SCALE
ROAD PLAN & PROFILE - AREA 17
A3
1"=3'
1"=30'
GENERAL NOTES
TRUE NORTH
R O
A
O
F I L
E
A
R E
A
CP115
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
A SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
D ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
B REFER TO SHEETS CP100-CP110 FOR
PAVEMENT REQUIREMENTS.
LEGEND
KEYNOTES
4" SOLID WHITE STRIPE, RE: B1/C-500
4" DOUBLE YELLOW STRIPE, RE: B1/C-500
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
A
M
V
I S
I O
N S
E L E
V A
T I O
N
E
T
STATION
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
.7
PROPOSED GRADE @
ROAD CENTERLINE
EXISTING GROUND
L
F
.2
PVI STA 17+98.76
RIGHT DITCH
INV 6290.64
RIGHT DITCH
FLOWLINE
X
X
X
X
X
X
X
X
X
X
X
15+00
16+00
17+00
19+
20+
M A
T C
H
L I N
E
S T
A
M A
T C
H
L I N
E
S T
A
N ' 1 5.
"E
840.9
D=6°52'58" R=800.00'
T=48.11'
L=96.10'
N ° 0
' 1 .6 "E
.2
D=29°05'14" R=600.00'
T=155.66'
L=304.60'
P C
P T
P C
N: 254366.25
E:737336.28
N: 254398.08
E:737426.89
N: 254466.16
E:737665.67
E
V A
T I O
N
E
T
STATION
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00
PROPOSED GRADE @
ROAD CENTERLINE
EXISTING GROUND
.7
STA 23+00.00
END RIGHT
DITCH TRANSITION
INV 6296.72
RIGHT DITCH
FLOWLINE
H E
I L D
I N
G
F F
E
X
X
X
X
X
X
X
X
X
X
X
X
X
R E
S
TR
IC
T
E D
A R
E A
- A U
T H
O R
IZE
D
P E
R S
O N
N E
L O N
LY
HANGAR F
FE: 6
303.2
M
A
T
N
E
S
M A
T C
H
L I N
E
S T
A
23+00
24+00
25+00
26+00
27+00
N 45°
00' 0 0.0
0"E
799.2
STA=26+14.16 ACCESS ROAD
END 4" SOLID WHITE STRIPE
STA=26+14.16 ACCESS ROAD
END 2-4" SOLID YELLOW STRIPE
STA=27+26.16 ACCESS ROAD
END 4" SOLID WHITE STRIPE
D=29°05'14"
R=599.67'
T=155.57'
L=304.43'
N: 254618.90
E:737925.42
P T
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 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
AREA 18
VERTICAL SCALE
HORIZONTAL SCALE
ROAD PLAN & PROFILE - AREA 18
A3
1"=3'
1"=30'
GENERAL NOTES
TRUE NORTH
R O
A
O
F I L
E
A
R E
A
CP116
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
A SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
D ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
B REFER TO SHEETS CP100-CP110 FOR
PAVEMENT REQUIREMENTS.
HELO OPS BUILDING
FFE: 6303.20
E REFER TO SHEETS CS101-CS106 FOR
PARKING LAYOUT
LEGEND
KEYNOTES
4" SOLID WHITE STRIPE, RE: B1/C-500
4" DOUBLE YELLOW STRIPE, RE: B1/C-500
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
BUILDING
RIP RAP, RE: A3/C-512
A
M
V
I S
I O
N S
E
V A
T I O
N
E
T
STATION
35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00
150' VC
P V
C
S
P V
T
S
P V
I
S
K = 197.08
150' VC
P V
C
S
P V
I
S
-0.50%
-0.50%
PROPOSED GRADE @
ROAD CENTERLINE
EXISTING GROUND
L
F
R
C P
.1
L
F
" R
C P
.6
S D
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
I N
V
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
I N
V
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
I N
V
S T
A
S
D
F L A
R E
D
H
E A
D W
A L L
R E
A
C
I N
V
STA 35+00.00
INV 6310.57
DITCH FLOWLINE
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
36+00 37+00 38+00 39+00 40+00 41+00
S45° 00' 00.00"E
854.871
STA=41+43.29
END ASPHALT PAVEMENT
BEGIN SECONDARY
GRAVEL ACCESS ROAD
N=254624.52
E=739262.23
STA=35+63.88 ACCESS ROAD
END 4" DOUBLE SOLID
YELLOW STRIPE
STA=36+40.82 ACCESS ROAD
BEGIN 4" DOUBLE SOLID
YELLOW STRIPE
STA=35+63.88 ACCESS ROAD
END 4" SOLID WHITE STRIPE
STA=36+40.82 ACCESS ROAD
BEGIN 4" SOLID WHITE STRIPE
STA=40+44.29 ACCESS ROAD
END 4" DOUBLE SOLID
YELLOW STRIPE
STA=40+44.29 ACCESS ROAD
END 4" SOLID WHITE STRIPE
STA=41+43.29 ACCESS ROAD
END 4" SOLID WHITE STRIPE
3+00
D D
S D
SD
SD
SD
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 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
AREA 20
VERTICAL SCALE
HORIZONTAL SCALE
ROAD PLAN & PROFILE - AREA 20
A3
1"=3'
1"=30'
GENERAL NOTES
TRUE NORTH
R O
A
O
F I L
E
A
R E
A
CP118
M A
T C
H
L
I N
E
S T
A
M A
T C
H
L
I N
E
S T
A
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
A SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
D ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
B REFER TO SHEETS CP100-CP110 FOR
PAVEMENT REQUIREMENTS.
LEGEND
KEYNOTES
4" SOLID WHITE STRIPE, RE: B1/C-500
4" DOUBLE YELLOW STRIPE, RE: B1/C-500
24" WHITE STOP BAR, RE: A6/C-500
304 STOP SIGN, RE: A2/C-501
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
STORM SEWER LINE
SD
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 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
AREA 23
VERTICAL SCALE
HORIZONTAL SCALE
ROAD PLAN & PROFILE - AREA 23
A3
1"=3'
1"=30'
GENERAL NOTES
TRUE NORTH
R O
A
O
F I L
E
A
R E
A
CP121
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
LEGEND
A SEE SHEETS C-520-C-523 FOR PAVEMENT
SECTIONS.
C ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
D ALL RADII ARE 5' UNLESS OTHERWISE
NOTED.
B REFER TO SHEETS CP100-CP110 FOR
PAVEMENT REQUIREMENTS.
KEYNOTES
304 STOP SIGN, RE: A2/C-501
24" WHITE STOP BAR, RE: A6/C-500
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
STORM SEWER LINE
SD
HEADWALL, RE: A5/C-511
A
M
V
I S
I O
N S
E L E
V A
T I O
N
E
T
STATION
56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50
P V
I
S
N
O
V
C
PROPOSED GRADE @
ROAD CENTERLINE
EXISTING GROUND
-0.50%
24" RCP
=6280.90
SD13
56+00 57+00 58+00 59+00 60+00 61+00
A
R
END
STA=61+87.43
N=252625.24
E=739405.31
STA=61+72.89
OFF=37.33 L
MATCH EXISTING
N=252639.78
E=739442.64
STA=61+71.05
OFF=39.86 R
MATCH EXISTING
N=252641.61
E=739365.45
R O
G E
I V
E
S D
R
C P
57+00 58+00 59+00 60+00 61+00
S00° 00' 00.00"E
1717.445
END SECONDARY
GRAVEL ACCESS ROAD
STA=61+71.18
N=252641.48
E=739405.32
STA 57+82.48, 37' RT
FLARE HEADWALL
RE: A5/C-511
INV:6281.00
STA 57+85.98, 37' LT
FLARE HEADWALL
RE: A5/C-511
INV:6280.80
M A
T C
H
L I N
E
ES104
ES106
E S
E S
CB
D
D
SDSDSDSDSDSD
SDSDSD
D
D
D
D
D
D
SDSDSDSDSDSD
SD SD SD
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 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
14+0015+0016+0017+0018+0019+00
5+00 6+00 7+00 8+00
5+006+007+008+00
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
505 505
CU107 REFER TO CU107 FOR CONTINUATION
STA 17+08.05, W-01
45° HORIZ BEND
RE: C3/C-530
N:254600.55
E:737852.53
P
W
STA 19+54.33, F-01
90° HORZ BEND
RE: C3/C-530
N:254572.07
E:737947.36
P
F
STA 22+84.97, F-01
12" X 6" TEE
RE: C3/C-530
1 - 6" VALVE
RE: E7/C-530
N:254805.92
E:738181.09
12" PVC C-900 F-01 12" PVC C-900 F-01
P
F
P
F
12" PVC C-900 F-02
STA 17+64.55, F-01=
STA -0+00.00, F-02
12" X 12" TEE
RE: C3/C-530
N:254437.87
E:738081.56
STA 1+49.63, F-02
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254543.67
E:738187.36
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254571.77
E:738159.27
STA 4+18.49, F-02
90° HORZ BEND
RE: C3/C-530
N:254733.78
E:738377.47
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254723.06
E:738401.09
P
I N
W
STA 4+42.76, F-02
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254716.61
E:738394.63
STA 7+75.10, F-02
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254481.60
E:738629.62
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254491.71
E:738639.73
STA 10+31.48, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.64
N:254609.40
E:738223.47
STA 9+43.01, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.59
N:254671.96
E:738286.03
STA 9+08.96, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.59
N:254696.03
E:738310.11
STA 8+43.39, INW-02
4' SSMH
RE: A1/C-531
RIM: 6303.18
N:254742.39
E:738356.48
STA 7+33.81, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.45
N:254664.91
E:738433.97
STA 6+46.14, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.46
N:254602.92
E:738495.96
STA 5+39.21, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.46
N:254527.31
E:738571.58
1 - F.H. ASSEMBLY
(LAND SIDE)
RE: E1/C-530
N:254820.87
E:738166.11
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254343.53
E:738186.50
STA 16+23.63, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254338.22
E:738181.20
STA 24+76.84, F-01
45° HORIZ BEND
RE: C3/C-530
N:254946.69
E:738304.48
STA 24+28.84, F-01
45° HORIZ BEND
RE: C3/C-530
N:254912.75
E:738270.54
STA 24+11.51, F-01
45° HORIZ BEND
RE: C3/C-530
N:254895.42
E:738270.54
P
F
8" PVC C-900 INW-02
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
AREA 3
SCALE
UTILITY PLAN - AREA 3
A3
1"=30'
TRUE NORTH
KEYNOTES
CONNECT 8" INW TO BUILDING, RE:
PLUMBING, P-101 TO P-108
U T
I L
I T
Y
P
L A
N
A
R E
A
CU104
CONNECT 6" INW TO BUILDING, RE:
PLUMBING, P-101 TO P-108
UTILITY PLAN LEGEND
WALL MOUNTED FDC508
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
FIRE WATER LINE
F
X
STORM SEWER LINE
SD
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
PIV
GATE VALVE
CATCH BASIN
FIRE HYDRANT
D
CB
PIPE FLOW ARROW
S
D
CB
INDUSTRIAL WASTE LINE
INW
CHAIN LINK FENCE
I ALL VALVE BOX COVERS SHALL BE
AIRCRAFT RATED WITHIN THE APRON.
J
ELECTRICAL AND SITE CONTRACTORS TO
COORDINATE TO AVOID UTILITY
CONFLICTS.
PIPE BOLLARD AT FIRE HYDRANT, RE:
F5/C-530
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
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text E
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: 6303.20
A R
R
R
S
E S
E S
C U
C U
HELO HANGAR
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
11+0012+0013+00
8+00 9+00 10+00 11+00
2+003+004+00
F
F
F
F
F F
F F FF
INW
S
INWINW
S S
F F
I N
W
INW
FFF
S
SS
12" PVC C-900 F-02
STA 4+08.81, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.46
N:254435.11
E:738663.78
STA 3+20.31, INW-02
4' SSMH
RE: A1/C-531
RIM: 6302.47
N:254372.53
E:738726.36
STA 1+36.89, INW-02
4' SSMH
RE: A1/C-531
RIM: 6301.27
N:254242.86
E:738856.09
STA 5+94.14, F-01
45° HORIZ BEND
RE: C3/C-530
N:254287.78
E:738885.92
STA 6+26.91, F-01
45° HORIZ BEND
RE: C3/C-530
N:254255.01
E:738885.90
STA 6+47.93, F-01=
STA 11+16.54, F-02
12" X 12" TEE
RE: C3/C-530
N:254240.14
E:738871.04
STA 8+15.12, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254121.89
E:738752.85
STA 9+75.49, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254008.43
E:738639.52
STA 10+66.37, F-01
90° HORZ BEND
RE: C3/C-530
N:253944.18
E:738575.23
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254127.18
E:738747.56
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254013.39
E:738633.60
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254146.98
E:738383.05
P
F
12" PVC C-900 F-01
STA 13+45.67, F-01
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254141.67
E:738377.75
8" PVC C-900 INW-02
S
STA 9+72.19, F-02
12" X 6" TEE
RE: C3/C-530
W/ 6" VALVE
RE: E7/C-530
N:254342.21
E:738768.96
STA 9+72.19, F-02
1 - F.H. ASSEMBLY
(AIRFIELD SIDE)
N:254352.22
E:738778.97
C
O
STA 0+79.69, INW-02
5' SSMH
RE: A1/C-531
N:254282.87
E:738896.97STA 0+56.28, INW-03
CONNECT TO SD5
DIVERSION VALVE
RE: A8/C-532
N:254317.55
E:738852.65
P
V C
I N
W
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
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A I N
T E
N A
N C
E
F
A C
I L
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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
AREA 4
SCALE
UTILITY PLAN - AREA 4
A3
1"=30'
TRUE NORTH
U T
I L
I T
Y
P
L A
N
A
R E
A
CU105
KEYNOTES
CONNECT 8" INW TO BUILDING, RE:
PLUMBING, P-101 TO P-108
UTILITY PLAN LEGEND
G REFER TO SHEETS D-401-D-503 FOR LIFT
STATION DETAILS.
H COORDINATE WITH GAS COMPANY FOR
THE INSTALLATION OF THE HAS LINE, GAS
METER, AND GAS REGULATOR.
1 2
FIRE WATER LINE
F
X
STORM SEWER LINE
SD
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
PIV
GATE VALVE
FIRE HYDRANT
D
PIPE FLOW ARROW
S
D
INDUSTRIAL WASTE LINE
INW
UNDERGROUND ELECTRIC
E
ES
COMMUNICATION DUCTBANK
C
SECONDARY
UNDERGROUND ELECTRIC
ELECTRICAL MANHOLEM
E
ELECTRICAL HANDHOLE
H
E
COMMUNICATION MANHOLEM
C
COMMUNICATION HANDHOLE
H
C
CHAIN LINK FENCE
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.
J ALL VALVE BOX COVERS SHALL BE
AIRCRAFT RATED WITHIN THE APRON.
A
M
V
I S
I O
N S
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text E x
4+00 5+00 6+00 7+00
W
W
W
W
W
W W W W W W W W W
12" PVC C-900 W-01
STA 0+12.84, W-01
22.5° HORIZ BEND
RE: C3/C-530
N:253835.54
E:736504.74
STA 0+01.30, W-01
CONNECT TO EXISTING WATERLINE
1 - 10" X 10" TS&V
RE: E8/C-532
1 - 12" X 10" REDUCER
N:253832.61
E:736515.90
STA 3+20.18, W-01
22.5° HORIZ BEND
RE: C3/C-530
N:254048.63
E:736632.14
STA 0+81.76, W-01
90° HORZ BEND
RE: C3/C-530
N:253886.00
E:736457.80
E6
CU106
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
9+00 10+00 11+00
W
W
W
W
W
W
W
W W W W W W
P
V C
C
W
P
V C
C
W
STA 11+39.28, W-01
11.25° HORIZ BEND
RE: C3/C-530
N:254365.99
E:737387.27
M
A T
N
E
S T
A
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
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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
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G
C
O D
E
A F
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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
SCALE
WATERLINE PLAN W-01 STA. 8+00 - STA. 15+00
A3
1"=30'
UTILITY PLAN LEGEND
TRUE NORTH
W A
T E
R L
I N
E
P
L A
N
W
CU106
SCALE
WATERLINE PLAN W-01 STA. 0+00 - STA. 8+00
D3
1"=30'
M A
T C
H
L I N
E
S T
A
KEYNOTES
511 VERIFY EXISTING DRAIN LINE LOCATION
AND MAINTAIN OPERATION
512 EXISTING 10" WATERLINE
M A
T C
H
L I N
E
S T
A
W x
W x
W
SCALE
ENLARGED AREA 1
E6
N.T.S
NEW 12" WATERLINE
EXISTING 10" WATERLINE
12" X 10" REDUCER
10" X 10" TAPPING
SLEEVE AND VALVE
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.
GATE VALVE, RE: E7/C-530
PIV, RE: D9/C-531
REDUCER
TAPPING SLEEVE AND VALVE
DOMESTIC WATER LINE
W
W x
EXISTING DOMESTIC
WATER LINE
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
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AutoCAD SHX Text
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12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
E L E
V A
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N
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EXISTING SURFACE
S T
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STA 15+11.61, SS-01
4' SSMH
RE: A1/C-531
N:253941.86
E:739373.31
3" GAS LINE G-01
G
G
G
G
G
G
G
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G
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G
G
G
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S
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S
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S
S
S
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STA 8+76.00, G-01
45° BEND
RE: C3/C-530
N: 253902.34
E:739429.31
M
A
T
N
E
S
M
A
T
N
E
S
TRUE NORTH
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
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N G
I N
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R S
D R
A W
N
B
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B
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B
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B
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2 3 4 5 6 7 8 9 10
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M A
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M a r e e t
F o r t
W o r t h
T
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F E
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30' 60'0
SCALE: 1"=30'
15'
N
H
A Y
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T
K
A T
T E
L M
A N
J
E
M E
R S
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VERTICAL SCALE
HORIZONTAL SCALE
SANITARY SEWER PLAN & PROFILE
A3
1"=3'
1"=30'
UTILITY PLAN LEGEND
S A
N I T
A R
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S
E W
A
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F I L
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CU114
TRUE NORTH
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
G REFER TO SHEETS D-401-D-503 FOR LIFT
STATION DETAILS.
H
I CONTRACTOR SHALL CENTER FULL PIPE
SECTION OF EACH TYPE AT ALL UTILITY
CROSSINGS.
COORDINATE WITH GAS COMPANY FOR
THE INSTALLATION OF THE GAS LINE, GAS
METER, AND GAS REGULATOR.
SANITARY SEWER MANHOLE
S
SANITARY SEWER LINE
SS
UNDERGROUND ELECTRIC
E
COMMUNICATION DUCTBANK
C
ELECTRICAL MANHOLEM
E
ELECTRICAL HANDHOLE
H
E
COMMUNICATION MANHOLEM
C
COMMUNICATION HANDHOLE
H
C
GAS LINE
G
ELECTRICAL AND SITE CONTRACTORS TO
COORDINATE TO AVOID UTILITY
CONFLICTS.
J
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
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AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
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V A
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STATION
71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50
E L E
V A
T I O
N
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T
EXISTING SURFACE
S T
A
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CH80 PVC
S T
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2.5" PVC FM-01
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M A
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S T
A
M A
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10' MIN.
C
P
C
P
C
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S
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G G
G G
G G
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G G
G G
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72+00
73+00 74+00
75+00 76+00
77+00
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64+00
65+00 66+00
67+00 68+00
69+00
70+00
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SS
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STA 72+03.94, SS-01
45° HORZ BEND
RE: C3/C-530
N:249547.65
E:742295.81
P
V
C
STA 71+62.96, SS-01
5' DIA. WET WELL
N:249576.77
E:742266.98
STA 71+74.96, SS-01
6' DIA. VALVE VAULT
N:249568.24
E:742275.42
STA 71+34.73, SS-01
4' SSMH
RE: A1/C-531
N:249599.19
E:742249.83
STA 72+15.23, SS-01
45° VERT BEND
N:249536.36
E:742295.76
STA 72+72.44, SS-01
1.5° DEFLECTION
N:249494.07
E:742331.58
STA 72+21.89, SS-01
45° HORZ BEND
RE: C3/C-530
N:249529.70
E:742295.72
P
V
C
2.5" PVC
SS-01
SANITARY SEWER MANHOLE
S
SANITARY SEWER LINE
SS
GAS LINE
G
COMMUNICATION HANDHOLE
H
C
FORCE MAIN LINE
FM
C
EXISTING ELECTRICAL LINE
E
EXISTING COMMUNICATIONS
DUCTBANK
US Army Corps of Engineers
Omaha District ®
SHEET ID
M
Y
C
O R
E
N G
I N
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R S
D R
A W
N
B
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S I G
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B
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B
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B
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C O
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L I C
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A T
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N
N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
D A
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M A
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D E
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R I P
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N
D R
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A F
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G
G
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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
VERTICAL SCALE
HORIZONTAL SCALE
SANITARY SEWER & FORCE MAIN PLAN & PROFILE
A3
1"=3'
1"=30'
UTILITY PLAN GENERAL NOTES
UTILITY PLAN LEGEND
F O
R C
E
M
A
A
O
F I L
E
CU123
TRUE NORTH
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
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 CU102-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.
H
I CONTRACTOR SHALL CENTER FULL PIPE
SECTION OF EACH TYPE AT ALL UTILITY
CROSSINGS.
COORDINATE WITH GAS COMPANY FOR
THE INSTALLATION OF THE GAS LINE, GAS
METER, AND GAS REGULATOR.
UTILITY PLAN LEGEND
500 AVOID UNDERGROUND CULVERTS
K REFER TO SHEET CU101 FOR
APPROXIMATE UTILITY PLAN LOCATION.
A
M
V
I S
I O
N S
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
Omaha District ®
SHEET ID
M
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C
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N G
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R S
D R
A W
N
B
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D E
S I G
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D
B
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D
B
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C H
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K E
D
B
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S x
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S U
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D
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N
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2 3 4 5 6 7 8 9 10
F
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G
G
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M a r e e t
F o r t
W o r t h
T
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F E
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H L N
A
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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
INDUSTRIAL WASTE LINE PROFILE INW-02
D4
1"=3'
1"=30'
GENERAL NOTES
A REFER TO SHEETS C-530 TO C-534 FOR
UTILITY DETAILS.
B REFER TO UTILITY PLANS, CU100 TO
CU110, FOR UTILITY DESIGN.
I N
D U
S T
R I A
L
W
A S
N
E
P
R O
F I L
W
I N
W
I N
W
CU201
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
VERTICAL SCALE
HORIZONTAL SCALE
INDUSTRIAL WASTE LINE PROFILE INW-03
A1
1"=3'
1"=30'
VERTICAL SCALE
HORIZONTAL SCALE
BID OPTION 2 - INDUSTRIAL WASTE LINE PROFILE INW-04
A5
1"=3'
1"=30'
C 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+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
PROPOSED SURFACE
EXISTING SURFACE
O U
T
P
E
I N
P
W
R I M
S T
A
I N
W
S
S M
H
R E
A
C
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P
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I N
P
W
R I M
S T
A
I N
W
S
S M
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A
C
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T
P
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I N
P
W
R I M
S T
A
I N
W
S
S M
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A
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T
P
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I N
P
W
R I M
S T
A
I N
W
S
S M
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A
C
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T
P
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R I M
S T
A
I N
W
S
S M
H
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A
C
W
A T
E R
F
L
F
P
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L
F
P
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L
F
P
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L
F
P
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M
V
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M
V
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S T
A
B E
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C R
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N C
A S
E
P
I P
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A
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D
C
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C R
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E
E
N C
A S
E
P
I P
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E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50
PROPOSED SURFACE
EXISTING SURFACE
S T
A
I N
W
C O
N N
E C
T
T
O
S
D
D I V
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S I O
N
V
A L V
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A
C
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P
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P
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P
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P
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P
W
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P
W
R I M
S T
A
I N
W
S
S M
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A
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W
A T
E
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
PROPOSED SURFACE
EXISTING SURFACE
O U
T
P
E
I N
P
E
I N
P
W
I N
P
W
R I M
S T
A
I N
W
S
S M
H
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A
C
S T
A
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W
C O
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T
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S
I V
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S I O
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V
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V E
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A
C
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P
W
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P
W
M
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Omaha District ®
SHEET ID
M
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C
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N G
I N
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R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
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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
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R
M
A R
C
H
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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
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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
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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
VERTICAL SCALE
HORIZONTAL SCALE
WATERLINE PROFILE F-01
A3
1"=3'
1"=30'
W A
T E
R L
I N
E
P
R O
F I L
E
F
CU207
VERTICAL SCALE
HORIZONTAL SCALE
WATERLINE PROFILE F-01
D3
1"=3'
1"=30'
SCALE: 1"=3'
0 1.5' 3' 6'
VERTICAL HORIZONTAL
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
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
EXISTING SURFACE
PROPOSED SURFACE
12" PVC C-900, F-01
S T
A
F
H O R Z
B E N D
R E
C
C
12" PVC C-900, F-01
S T
A
F
T
E E
R E
C
C
V
A L V
E
R E
E
C
S T
A
F
H O R I Z
B E N D
R E
C
C
S T
A
F
H O R I Z
B E N D
R E
C
C
S T
A
F
H O R I Z
B E N D
R E
C
C
S T
A
F
H O R I Z
B E N D
R E
C
C
S T
A
F
G
A T
E
V
A L V
E
R E
E
C
M
V
E R
M
V
E R
E L E
V A
T I O
N
E
T
STATION
25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00
EXISTING SURFACE
PROPOSED SURFACE
W
A T
E R
W
S
T O
R M
L A
T
A
12" PVC C-900, F-01
S
T O
R M
L A
T C
S
T O
R M
S
D
S
T O
R M
S
D
S T
A
E
N D
T
E E
R E
C
C
S T
A
F
B
E G
I N
S T
A
F
S T
A
F
T
E E
R E
C
C
W
V
A L V
E
R E
E
C
S T
A
F
T
E E
R E
C
C
W
V
A L V
E
R E
E
C
S
T O
R M
L A
T
B
M
V
E R
W
A T
E R
W
W
A T
E R
W
S T
A
F
W
V
A L V
E
R E
E
C
T
E E
R E
C
C
S T
A
H O R Z
B E N D
R E
C
C
S T
A
H O R Z
B E N D
R E
C
C
S T
A
E L E
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…
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