TX08 - ADVERTISEMENT.PDF
PDF 9 MB Posted
- Attached to
- Truax Field Construct Small Arms, Madison, WI Federal contract opportunity
- Solicitation number
- W9128F22R0031
About this file
This package includes construction documents and drawings for a small arms range and CATM training facility project at Truax Field in Madison, Wisconsin. The project scope involves constructing a 10-lane base bid range covering 7,885 square feet, along with a 1,416 square foot CATM space. Alternate plans include a 14-lane range option expanding the square footage. Site plans depict the building layout and exterior designs, while interior drawings provide floor plans, elevation views and composite furniture plans. Utility plans outline proposed electrical, plumbing and other infrastructure upgrades. Specifications cover items such as framing, roofing, interior and exterior finishes. The solicitation was issued by the US Army Corps of Engineers Omaha District and seeks offers due by March 9th, 2022.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0004 - W9128F22R0031 - 1June2022.pdf | ||
| Amendment 0003 - W9128F22R0031 - 18May2022.pdf | ||
| Amendment 0002 - W9128F22R0031 - 5May2022.pdf | ||
| 500 Directions.pdf | ||
| SFS Form 12 - Template.xls | XLS spreadsheet | |
| Amendment 0001 - W9128F22R0031 - 3May2022.pdf | ||
| W9128F-22-R-0031_SPECS.pdf | ||
| SF1442 - 26April2022.pdf |
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TRUAX FIELD ANGB, WISCONSIN
CONSTRUCT SMALL ARMS RANGE
W9128F22R0031
03/09/2022
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VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
THICK(NESS)THK
IN
U T E
M A
N D
R
IV
E
TRAINING
FIRE
COMPLEX
RESEARCH ORG.
CONTRACT
PEARSON ST
B E
C K
R
B E
N S
HOFFMAN ST
P
IE
R S
T O
R F
WRIGHT ST
K
IN
S M
L
V D
PEARSON ST
M
IT
C H
E
BOWMAN ST
PEARSON ST
P
IE
R S
T O
R
S T
R U
C T
U R
E
P A
R K
IN
V A
N
COVANCE
COVANCE
PEARSON ST
B4
G
TAXIWAY 'B'
DOT
DOT
MATC
COVANCE
A N
S I
D
N S
T R
U C
T S
M A
L L
A R
M S
R A
N G
E
T R
U A
X F
IE
L
D A
N G
B
W
IS
C O
N S
IN
W F
R
/0
/2
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
IC
IL
E
N U
M B
E R
F
IL
E N
A M
E
D
B
IR
K
Y
C A
T
IO
N P
L A
N
G-003
E C
H R
IS
T
E N
S E
N
D
B
IR
K
G
-0 .d g n
E C
H R
IS
T
E N
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:2
:5
A
M
/1 /2
T X
\T X
G -0
.d g n
PROJECT AREA
STAGING AREA
CONTRACTOR
PROJECT AREA
ACCESS ROUTE
CONTRACTOR'S
LARGE DELIVERIES.
GATE ON PEARSON ST. FOR
SITE CAN BE ACCESSED VIA
CHAIN LINK FENCE GATE
H H
M M
MM
M M
M
T5
T3
T1
D
J F
H Q
JFHQ
JFHQ
D
F
WARNG AVIATION
T R
U
V I
A T I
O N
A
C
B
WARNG
BARRIE
R
WALL
ECP
ECP
FIELD
ATHLETIC
EM
JFHQ
AVIATION
GENERAL
07-01-O
T2
M
IT
C H
E L
L S
T
ARM\DEARM
STARKWEATHER C
REEK
07-02-O
1216C A
N O
P Y
410 409
PCC
ACC
PCC
ACC
PCC
ACC
V
RSS
1217 1218
1213 1215
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
PROJECT AREA AND STAGING
SCALE: 1" = 60'
VICINITY MAP
NO SCALE
PROJECT LOCATION PLAN AND CONTRACTOR'S ACCESS ROUTE
SCALE: 1" = 300'
N
S
N S
T R
U C
T S
M A
L L
A R
M S
R A
N G
E
T R
U A
X F
IE
L
D A
N G
B
W
IS
C O
N S
IN
W F
R
/0
/2
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
K
H A
IL
B
O R
IN
G
L O
G S
B-301
R
S
IS
K
C
F R
IT
Z
S
H
B
-3 .d g n
R
S
IS
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:3
A
M
/1 /2
T X
\T X
B -3
.d g n
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
PEARSON ST
1213 1215
A N
S
N S
T R
U C
T S
M A
L L
A R
M S
R A
N G
E
T R
U A
X F
IE
L
D A
N G
B
W
IS
C O
N S
IN
W F
R
/0
/2
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
U
R V
E Y
A N
D B
O R
IN
G
L O
C A
T
IO
N P
L A
N
VF101
E C
H R
IS
T
E N
S
V F
.d g n
E C
H R
IS
T
E N
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:3
:0
P
M
/9 /2
T X
\T X
V F
.d g n
TR 21-01
TX 21-02
TR 21-02
TR 21-03
TX 21-01
C B
T P
E L
E C E
C
C B
C
H
H
S
M T
A C
A C
A C
DIAMETER = 6"
HEIGHT = 4'
CB
TP
ELEC E
C
HEIGHT = 7'
TYPE = CHAIN LINK
BM
HEIGHT = 7'
TYPE = CHAIN LINK
CB
C
H H
HEIGHT = 7'
TYPE = CHAIN LINK
BM
S
M T
AC
AC
AC
MATERIAL = RCP
SIZE = 72"
MATERIAL = CMP
SIZE = 12"
MATERIAL = CMP
SIZE = 10"
MATERIAL = RCP
SIZE = 18"
IH 22-05 A
NORTHING = 412031.607
EASTING = 2145408.048
ELEV = 863.269
IH 22-05 B
NORTHING = 412365.773
EASTING = 2145383.004
ELEV = 861.172
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SURVEY PLAN
SCALE: 1"=30'
AND PRIVATE CONTRACTOR
ALL UNDERGROUND UTILITIES WERE LOCATED BY BASE PERSONNEL 7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.6)
COMBINED GRID FACTOR IS: 0.999908005.5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE:DECEMBER 2021
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)
ON CONTROL POINT IH 22-05 A.
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED
ELEVATIONS ARE REFLECTED IN U.S. SURVEY FEET AND REFER TO THE 2)
CONTROL POINT IH 22-05 A.
SYSTEM FOR: WISCONSIN SOUTH (FIPS 4002). THEY ARE BASED ON
THE NORTH AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE
GRID COORDINATES ARE REFLECTED IN U.S. SURVEY FEET AND REFER TO 1)
SURVEY NOTES
DRILLED863.6052145359.455412038.473TX 21-02
DRILLED867.9792145303.799412205.127TX 21-01
DRILLED861.6712145347.031412191.608TR 21-03
DRILLED862.5882145300.237412039.108TR 21-02
DRILLED863.4852145366.328412040.317TR 21-01
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
BORING TABLE
ALUMINUM CAP ON REBAR861.1722145383.004412365.773IH 22-05 B
ALUMINUM CAP ON REBAR863.2692145408.048412031.607IH 22-05 A
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL DATA
T
CP
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATION LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
CATCH BASIN
FIRE HYDRANT
ELECTRIC TRANSFORMER
ELECTRICAL PULL BOX
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
N
30' 60'0
TP
S
CO
PB
C
E
D
CB
H
M PEARSON ST
P
IE
R S
T O
R
T P
E
C
B M
C
S
B M
M T
A C
A C
A C
A N
S
N S
T R
U C
T S
M A
L L
A R
M S
R A
N G
E
T R
U A
X F
IE
L
D A
N G
B
W
IS
C O
N S
IN
W F
R
/0
/2
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
D
B
IR
K
M O
P L
A N
CD101
E C
H R
IS
T
E N
S E
N
D
B
IR
K
C D
.d g n
E C
H R
IS
T
E N
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:1
A M
/1
/2
T X
\T X
C D
.d g n
MITCHELL ST.
STARKWEATHER CREEK
SEWER LINE IN PLACE
ABANDON SANITARY
GATE VALVE
REMOVE EXISTING
WATER LINE
REMOVE EXISTING
FIRE HYDRANT
GATE VALVE AND
REMOVE EXISTING
BUILDING FOOTPRINT
LINE OUTSIDE OF
RELOCATE COMM
MGE.
COORDINATE WITH
ELECTRICAL LINE.
RELOCATE EXISTING
C B
E L
E C
C
BH
H
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
DEMO PLAN
SCALE: 1"=30'
CP
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMM LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
TEST STATION
ELECTRIC TRANSFORMER
SIGN
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
30' 60'0
S
CO
W
PB
C
T P
E
C
B M
C
S
B M
M T
A C
A C
A C
T P
E
C
B M
C
B M
S
M T
A C
A C
A C
EXISTING AIRFIELD FENCE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE PAVEMENT
GRASS SWALE
SIDE OF BUILDING.
TO GRASS SWALE AND WEST
ROUTE ROOF DRAINAGE
CONCRETE PAVEMENT
GATE VALVE
NEW FH &
ENCLOSURE
AIR HANDLER
ENCLOSURE
AIR HANDLER
BID OPTION
AND ACCESS ROAD
VEHICLE DOOR
EMERGENCY ACCESS.
PAVEMENT WILL REMAIN FOR
POST CONSTRUCTION.
USED AS A THROUGH ST.
ROAD WILL NOT BE
A N
S
N S
T R
U C
T S
M A
L L
A R
M S
R A
N G
E
T R
U A
X F
IE
L
D A
N G
B
W
IS
C O
N S
IN
W F
R
/0
/2
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
D
B
IR
K
L A
N E
B A
S E
B
ID
S
IT
E P
L A
N
CS101
E C
H R
IS
T
E N
S E
N
D
B
IR
K
C
S .d g n
E C
H R
IS
T
E N
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
A M
/1
/2
T X
\T
X C
S .d g n
C B
E L
E C
C
BH
H
C B
E L
E C
C
BH
H
SMALL ARMS RANGE
STARKWEATHER CREEK
E=2145370.91
N=412206.95
E=2145326.93
N=412208.08
E=2145312.40
N=412161.77
E=2145309.21
N=412037.15
E=2145366.52
N=412035.68
860.0'
865.0'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SITE PLAN - 10 LANE BASE BID
SCALE: 1"=30'
N
30' 60'0
FOR ROOF DRAINAGE.
SEE "01 89 00 SITE WORK REQUIREMENTS" SPECIFICATION SECTION 1.10.3 3)
BE SURFACED OTHERWISE SHALL BE SEEDED AND MULCHED AS SPECIFIED.
ALL GRADED AREAS DISTURBED BY CONSTRUCTION AND NOT INDICATED TO2)
BUILDING COORDINATES DEPICT THE PERIMETER BUILDING GRIDLINES.1)
GENERAL NOTES:
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMM LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
TEST STATION
ELECTRIC TRANSFORMER
SIGN
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
S
CO
W
PB
C
E
D
E=2145325.73
N=412161.43
T P
E
C
C
S
M T
A C
A C
A C
T P
E
C
C
S
M T
A C
A C
A C
A N
S
N S
T R
U C
T S
M A
L L
A R
M S
R A
N G
E
T R
U A
X F
IE
L
D A
N G
B
W
IS
C O
N S
IN
W F
R
/0
/2
A H
A
N E
C A
P
IT
O L
A V
E
O M
A H
A D
IS
T
R
E
N U
M B
E R
F
IL
E N
A M
E
D
B
IR
K
T E
R N
A T
E A
S
IT
E P
L A
N
CS101A
E C
H R
IS
T
E N
S E
N
D
B
IR
K
C
S A
.d g n
C
H R
IS
T
E N
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
A
M
/1 /2
T X
\T
X C
S A
.d g n
C B
E L
E C
C
BH
H
C B
E L
E C
C
BH
H
SMALL ARMS RANGE
STARKWEATHER CREEK
EXISTING AIRFIELD FENCE
N=412205.56
E=2145358.20
N=412207.05
E=2145300.22
N=412037.94
E=2145289.22
N=412162.39
E=2145299.08
N=412162.56
E=2145292.42
N=412035.96
E=2145366.53
N=412160.58
E=2145369.72
N=412160.91
E=2145357.06
EXISTING ARMAG STORAGE CONCRETE PAVEMENT
CONCRETE SIDEWALK
GRASS SWALE
SIDE OF BUILDING
TO GRASS SWALE AND WEST
ROUTE ROOF DRAINAGE
CONCRETE PAVEMENT
860.0'
865.0'
PAVE BID OPTION
VEHICLE DOOR AND
EMERGENCY ACCESS
PAVEMENT WILL REMAIN FOR
POST CONSTRUCTION.
USED AS A THROUGH ST.
ROAD WILL NOT BE
ENCLOSURE
AIR HANDLER
ENCLOSURE
AIR HANDLER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CS101A - SITE PLAN ALTERNATE A
SCALE: 1"=30'
N
30' 60'0
FOR ROOF DRAINAGE.
SEE "01 89 00 SITE WORK REQUIREMENTS" SPECIFICATION SECTION 1.10.3 3)
BE SURFACED OTHERWISE SHALL BE SEEDED AND MULCHED AS SPECIFIED.
ALL GRADED AREAS DISTURBED BY CONSTRUCTION AND NOT INDICATED TO2)
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMM LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
TEST STATION
ELECTRIC TRANSFORMER
SIGN
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
S
CO
W
PB
C
M PEARSON ST
P
IE
R S
T O
R
T P
E
C
C
S
M T
A C
A C
A C
A N
S
N S
T R
U C
T S
M A
L L
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C O
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W F
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/2
A H
A
N E
C A
P
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O L
A V
E
O M
A H
A D
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F
IL
E N
A M
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D
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A T
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S
IT
E P
L A
N
CS101B
E C
H R
IS
T
E N
S E
N
D
B
IR
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C S
B
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C
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C B
E L
E C
C
BH
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SMALL ARMS RANGE
STARKWEATHER CREEK
EXISTING AIRFIELD FENCE
N=412207.61
E=2145356.26
N=412208.84
E=2145308.27
N=412037.94
E=2145289.22
N=412162.19
E=2145307.08
N=412162.56
E=2145292.42
N=412035.96
E=2145366.53
N=412160.58
E=2145369.72
N=412160.91
E=2145357.06
EXISTING ARMAG STORAGE CONCRETE PAVEMENT
CONCRETE SIDEWALK
GRASS SWALE
SIDE OF BUILDING
TO GRASS SWALE AND WEST
ROUTE ROOF DRAINAGE
CONCRETE PAVEMENT
860.0'
865.0'
PAVE BID OPTION
VEHICLE DOOR AND
EMERGENCY ACCESS
PAVEMENT WILL REMAIN FOR
POST CONSTRUCTION.
USED AS A THROUGH ST.
ROAD WILL NOT BE
ENCLOSURE
AIR HANDLER
ENCLOSURE
AIR HANDLER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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K
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B M
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C H
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D B
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D A
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M A
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CS101B - SITE PLAN ALTERNATE B
SCALE: 1"=30'
N
30' 60'0
FOR ROOF DRAINAGE.
SEE "01 89 00 SITE WORK REQUIREMENTS" SPECIFICATION SECTION 1.10.3 3)
BE SURFACED OTHERWISE SHALL BE SEEDED AND MULCHED AS SPECIFIED.
ALL GRADED AREAS DISTURBED BY CONSTRUCTION AND NOT INDICATED TO2)
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMM LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
TEST STATION
ELECTRIC TRANSFORMER
SIGN
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
S
CO
W
PB
C
T P
E
C
B M
C
B M
S
M T
A C
A C
A C
A N
S
N S
T R
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A R
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C O
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W F
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CU101
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SECONDARY LINE
NEW 4" ELECTRICAL
BY MGE
TRANSFORMER
NEW PRIMARY
COMM LINES
NEW 2-6" PVC
C O
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E A
S T
IN
G
.0
E L
E V
.1
NOT CAPTURED BY SURVEY
WATER LINE THAT WAS
CONNECT TO 6" EXITSTING
WITH GATE VALVE
EXISTING WATER LINE
CONNECT TO 6"
WATER LINE
NEW 8"
AND GATE VALVE
NEW FIRE HYDRANT
SANITARY SEWER
PLUG/CAP EXIST.
SANITARY SEWER
PLUG/CAP EXIST.
WATER LINE
NEW 8"
GATE VALVE
NEW FH &
GATE VALVE
NEW 8"
GATE VALVE
NEW 8"
SANITARY SEWER LINE
NEW 4"
GATE VALVE
SERVICE LINE WITH
NEW 2" WATER
WATER LINE
NEW 8"
WITH VALVE BOX AT GRADE
PROVIDE SHUTOFF VALVE
NOT CAPTURED BY SURVEY
60 PSI GAS MAIN THAT WAS
CONNECT TO EXISTING
NEW 2" HDPE GAS LINE
NOT CAPTURED BY SURVEY
EXISTING GAS LINE THAT WAS
SERVICE LINE
NEW 8" FIRE WATER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
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T
E D
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C H
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IC
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D A
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S I Z
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M A
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D E
S C
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
UTILITY PLAN - 10 LANE BASE BID
SCALE: 1"=30' 30' 60'0
N
DESIGN AND CONSTRUCTION REQUIREMENTS.
AND OTHER APPURTENEANCES AS NECESSARY PRIOR TO COMPLETE ALL
REPLACEMENT AND IDENTIFY EXACT LOCATIONS OF THE EXISTING UTILITIES
CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFICATION, REMOVAL, 2)
ALL UTILITIES.
RESPONSIBLE FOR DESIGNING THE UTILITY ROUTING AND COORDINATION OF
UTILITY ROUTING SHOWN ON PLAN IS CONCEPTUAL ONLY. CONTRACTOR IS 1)
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMM LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
TEST STATION
ELECTRIC TRANSFORMER
SIGN
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
S
CO
W
PB
C
T P
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C
B M
C
B M
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A C
A C
A C
A N
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N S
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S c re e n
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:0
A
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T X
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A
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COMM LINES
NEW 2-6" PVC
POWER LINE
NEW 4" SECONDARY
BY MGE
TRANSFORMER
NEW PRIMARY
NOT CAPTURED BY SURVEY
WATER LINE THAT WAS
CONNECT TO 6" EXITSTING
WITH GATE VALVE
EXISTING WATER LINE
CONNECT TO 6"
WATER LINE
NEW 8"
AND GATE VALVE
NEW FIRE HYDRANT
SERVICE LINE
NEW 8" FIRE WATER
SANITARY SEWER
PLUG/CAP EXIST.
SANITARY SEWER
PLUG/CAP EXIST.
WATER LINE
NEW 8"
GATE VALVE
NEW FH &
GATE VALVE
NEW 8"
GATE VALVE
NEW 8"
SANITARY SEWER LINE
NEW 4"
GATE VALVE
SERVICE LINE WITH
NEW 2" WATER
WATER LINE
NEW 8"
WITH VALVE BOX AT GRADE
PROVIDE SHUTOFF VALVE
NOT CAPTURED BY SURVEY
60 PSI GAS MAIN THAT WAS
CONNECT TO EXISTING
NEW 2" HDPE GAS LINE
NOT CAPTURED BY SURVEY
EXISTING GAS LINE THAT WAS
GATE VALUE
NEW 8"
C O
H E
IG
H
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D
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M E
T E
R
H E
IG
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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F
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S I Z
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M A
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D E
S C
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
UTILITY PLAN - 14 LANE BID OPTION
SCALE: 1"=30' 30' 60'0
N
DESIGN AND CONSTRUCTION REQUIREMENTS.
AND OTHER APPURTENEANCES AS NECESSARY PRIOR TO COMPLETE ALL
REPLACEMENT AND IDENTIFY EXACT LOCATIONS OF THE EXISTING UTILITIES
CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFICATION, REMOVAL, 2)
ALL UTILITIES.
RESPONSIBLE FOR DESIGNING THE UTILITY ROUTING AND COORDINATION OF
UTILITY ROUTING SHOWN ON PLAN IS CONCEPTUAL ONLY. CONTRACTOR IS 1)
STORM SEWER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC LINE
COMM LINE
ELECTRIC MANHOLE
COMM MANHOLE
ELECTRIC PULL BOX
WATER VALVE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
TEST STATION
ELECTRIC TRANSFORMER
SIGN
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
LEGEND
S
CO
W
PB
C
A-200
A-200
A-200
A-200
RANGE STOR.
103C
VEST.
103A
RSO
ARMS RANGE
VEST.
103B
CLASSROOM
MECH/ELEC
FLEX
CORR.
102B
WEAPONS MX &
CLEANING
VEST.
JAN.
REST
105A
REST
105B
124' - 8"48' - 8"
173' - 4"
CORR.
102A
A
Q
Q
Q
Q
Q
E
AA AA
BB
BB
F
B
R
R
C
CC
K
L
J
G
H
N
M
O
P
I
D
CATM CATEGORY CODE
FIRING RANGE CATEGORY CODE
BUILDING PROGRAM LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
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C O
N
TR
AC
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N O
SO
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N N
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3 5 7 9 11 13 15 17 19
L
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AR
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
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B
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D D
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\D oc um en ts \T
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3/
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8:
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AM
A-110
C O
M
PO
SI
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F
LO
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P
LA
N
L
AN
E
BA
SE
B
ID
TR
U
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F
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A N
G B, W
IS
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A D
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TR
IC
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AP
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O
L
AV
E.
O
M
AH
A, N
E
A.
W
AL
Z
A.
W
AL
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B.
G
O R
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B.
G
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9/
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F2
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C O
N
ST
R U
C T
SM
AL
L
AR
M S
R
AN
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PN
XG
FG
(F Y1
8)
8'0 4' 16'
1/8" = 1'-0"A-110
1 COMPOSITE FLOOR PLAN - 10 LANE BASE BID
ROOM SCHEDULE - BASE BID
ROOM NO ROOM NAME NET AREA
101 VEST. 39 SF
102A CORR. 206 SF
102B CORR. 145 SF
103 ARMS RANGE 6699 SF
103A VEST. 42 SF
103B VEST. 44 SF
103C RANGE STOR. 124 SF
104 RSO 201 SF
105A REST 49 SF
105B REST 58 SF
106 JAN. 21 SF
107 CLASSROOM 460 SF
108 WEAPONS MX & CLEANING 190 SF
109 FLEX 85 SF
110 MECH/ELEC 128 SF
KEYNOTES - BUILDING ACCESSORIES
MARK DESCRIPTION
AA WALL MOUNTED TV
BB 3' X 2' TACKBOARD
CC MOP HOLDER W/ SHELF
KEYNOTES - GENERAL
MARK DESCRIPTION
A WATER COOLER W/ BOTTLE FILLER - ABA COMPLIANT
B 8' X 8' OVERHEAD VEHICLE DOOR - BID OPTION IN LIEU OF
DOUBLE DOORS
C ACCESSIBLE SHOWER
D STAINLESS STEEL SHOP SINK
E STAINLESS STEEL WORK COUNTER
F PARTS WASHER
G FIRING POSITION NUMBERING - TYP.
H 4" WIDE FIRING LINE
I READY LINE
J POSITION BARRICADE
K 1 METER TARGET LINE
L 7 METER TARGET LINE
M 10 METER TARGET LINE
N 15 METER TARGET LINE
O 25 METER TARGET LINE
P STEEL BULLET TRAP SYSTEM W/ FRONT FAIRING, DUST
COLLECTION SYSTEM, DECELERATION CHAMBER, AND SPENT
BULLET COLLECTION SYSTEM
Q STRUCTURAL STOOP
R EQUIPMENT SCREEN WALL
PLAN NORTH
DD 1391 SCOPE SUMMARY - 10 LANE BASE BID - 75% SCOPE
SMALL ARMS RANGE MINIMUM: 7,875 SF
SMALL ARMS RANGE AS SHOWN: 7,885 SF
COMBAT ARMS AND TRAINING (CATM) MINIMUM: 1,350 SF
CATM AS SHOWN: 1,416 SF
TOTAL SQUARE FOOTAGE: 9,301 SF
DD 1391 ALLOWABLE SQUARE FOOTAGE (75% Scope): 9,225 SF
DIFFERENCE: 76 SF
RSO
VEST.
103A
MECH/ELEC
VEST.
103B
RANGE STOR.
103C
JAN.
ARMS RANGE
CLASSROOM
CORR.
102A
FLEX
REST.
106A
REST.
106B
WEAPONS MX &
CLEANING
VEST
CORR.
102B
VEST
102C
124' - 8"44' - 8"
6'
8"
169' - 4"
A-201 2 A-201
A
Q
Q Q
Q
Q
E
E
E
AA AA BB
BB
C
CC
B
R
R
A-201
A-201
D
F
K
L
J
G
H
N
M
O
P
I
CATM CATEGORY CODE
FIRING RANGE CATEGORY CODE
BUILDING PROGRAM LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
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B
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SU
BM
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D B
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SI
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AN
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C O
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N N
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3 5 7 9 11 13 15 17 19
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2 4 6 8 10 12 14 16 18 20
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3/
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8:
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AM
A-120
C O
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F
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P
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N
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AN
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BI
D
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A N
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SM
AL
L
AR
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AN
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PN
XG
FG
(F Y1
8)
8'0 4' 16'
1/8" = 1'-0"A-120
1 COMPOSITE FLOOR PLAN - 14 LANE BID OPTION - ALT A
ROOM SCHEDULE - BID OPTION - ALT A
ROOM NO ROOM NAME NET AREA
101 VEST 38 SF
102A CORR. 222 SF
102B CORR. 181 SF
102C VEST 32 SF
103 ARMS RANGE 9162 SF
103A VEST. 35 SF
103B VEST. 37 SF
103C RANGE STOR. 121 SF
104 RSO 188 SF
105 CLASSROOM 564 SF
106A REST. 59 SF
106B REST. 49 SF
107 FLEX 83 SF
108 JAN. 43 SF
109 WEAPONS MX & CLEANING 322 SF
110 MECH/ELEC 192 SF
KEYNOTES - BUILDING ACCESSORIES
MARK DESCRIPTION
AA WALL MOUNTED TV
BB 3' X 2' TACKBOARD
CC MOP HOLDER W/ SHELF
KEYNOTES - GENERAL
MARK DESCRIPTION
A WATER COOLER W/ BOTTLE FILLER - ABA COMPLIANT
B 8' X 8' OVERHEAD VEHICLE DOOR - BID OPTION IN LIEU OF
DOUBLE DOORS
C ACCESSIBLE SHOWER
D STAINLESS STEEL SHOP SINK
E STAINLESS STEEL WORK COUNTER
F PARTS WASHER
G FIRING POSITION NUMBERING - TYP.
H 4" WIDE FIRING LINE
I READY LINE
J POSITION BARRICADE
K 1 METER TARGET LINE
L 7 METER TARGET LINE
M 10 METER TARGET LINE
N 15 METER TARGET LINE
O 25 METER TARGET LINE
P STEEL BULLET TRAP SYSTEM W/ FRONT FAIRING, DUST
COLLECTION SYSTEM, DECELERATION CHAMBER, AND SPENT
BULLET COLLECTION SYSTEM
Q STRUCTURAL STOOP
R EQUIPMENT SCREEN WALL
PLAN NORTH
DD 1391 SCOPE SUMMARY - 14 LANE BID OPTION - 100% SCOPE
SMALL ARMS RANGE MAXIMUM: 10,500 SF
SMALL ARMS RANGE AS SHOWN: 10,414 SF
COMBAT ARMS AND TRAINING (CATM) MAXIMUM: 1,800 SF
CATM AS SHOWN: 1,783 SF
TOTAL SQUARE FOOTAGE: 12,197 SF
DD 1391 ALLOWABLE SQUARE FOOTAGE (75% Scope): 12,300 SF
DIFFERENCE: 103 SF
A-202 2 A-202
A-202
A-202
124' - 8"46' - 8"
171' - 4"
ARMS RANGE
Q
Q
B
R
R
RANGE STOR.
FLEX
VEST
102C
VEST.
MECH/ELEC
CLASSROOM
WEAPONS MX &
CLEANING
JAN.
RSO
REST.
107A
REST.
107B
CORR.
102A
CORR.
102B
VEST.
103B
VEST.
103A
Q
Q
Q
D F
BB
AA
AA
CC
A
K
L
J
G
H
N
M
O
P
I
CATM CATEGORY CODE
FIRING RANGE CATEGORY CODE
BUILDING PROGRAM LEGEND
US Army Corps of Engineers ®
SHEET ID
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A-130
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B.
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B.
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C O
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SM
AL
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AN
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PN
XG
FG
(F Y1
8)
1/8" = 1'-0"A-130
COMPOSITE FLOOR PLAN - 14 LANE BID OPTION - ALT B1
DD 1391 SCOPE SUMMARY - 10 LANE BASE BID - 75% SCOPE
SMALL ARMS RANGE MAXIMUM: 10,500 SF
SMALL ARMS RANGE AS SHOWN: 10,383 SF
COMBAT ARMS AND TRAINING (CATM) MINIMUM: 1,350 SF
CATM AS SHOWN: 1,463 SF
TOTAL SQUARE FOOTAGE: 11,846 SF
SQUARE FOOTAGE GOAL (100% RANGE & 75% CATM SCOPE): 11,850 SF
DIFFERENCE: 4 SF
KEYNOTES - GENERAL
MARK DESCRIPTION
A WATER COOLER W/ BOTTLE FILLER - ABA COMPLIANT
B 8' X 8' OVERHEAD VEHICLE DOOR - BID OPTION IN LIEU OF
DOUBLE DOORS
C ACCESSIBLE SHOWER
D STAINLESS STEEL SHOP SINK
E STAINLESS STEEL WORK COUNTER
F PARTS WASHER
G FIRING POSITION NUMBERING - TYP.
H 4" WIDE FIRING LINE
I READY LINE
J POSITION BARRICADE
K 1 METER TARGET LINE
L 7 METER TARGET LINE
M 10 METER TARGET LINE
N 15 METER TARGET LINE
O 25 METER TARGET LINE
P STEEL BULLET TRAP SYSTEM W/ FRONT FAIRING, DUST
COLLECTION SYSTEM, DECELERATION CHAMBER, AND SPENT
BULLET COLLECTION SYSTEM
Q STRUCTURAL STOOP
R EQUIPMENT SCREEN WALL
KEYNOTES - BUILDING ACCESSORIES
MARK DESCRIPTION
AA WALL MOUNTED TV
BB 3' X 2' TACKBOARD
CC MOP HOLDER W/ SHELF
8'0 4' 16'
PLAN NORTH
ROOM SCHEDULE - BID OPTION - ALT B
ROOM NO ROOM NAME NET AREA
101 VEST. 36 SF
102A CORR. 310 SF
102B CORR. 78 SF
102C VEST 36 SF
103 ARMS RANGE 9172 SF
103A VEST. 35 SF
103B VEST. 35 SF
104 RSO 127 SF
105 FLEX 70 SF
106 CLASSROOM 446 SF
107A REST. 49 SF
107B REST. 58 SF
108 JAN. 53 SF
109 WEAPONS MX & CLEANING 211 SF
110 MECH/ELEC 177 SF
262 RANGE STOR. 100 SF
STRUCTURAL STANDING
SEAM ROOF
MECH. YARD
SCREEN WALL
EIFS CMUCMU PIER CONCRETE CAP MECHANICAL
EQUIPMENT
STRUCTURAL STANDING
SEAM ROOF
MECH. YARD
SCREEN WALLEIFSCMU CMU PIERCONCRETE CAP
AESTHETIC JOINT
MECHANICAL
EQUIPMENT
MECH. YARD
SCREEN WALL
OVERHEAD
VEHICLE DOOR
CMU PIER
MECH. YARD
SCREEN WALL
EIFS CMU CMU PIER
CONCRETE CAP CONCRETE CAP
STRUCTURAL STANDING
SEAM ROOF
MECH. YARD
SCREEN WALL
HOLLOW METAL
DOOR AND FRAME
AT MECH. YARD
STRUCTURAL STANDING
SEAM ROOF
MECH. YARD
SCREEN WALL
EIFSHOLLOW METAL
DOOR AND FRAME
AT MECH. YARD
CMU CMU PIER
CONCRETE
CAP
CMU PIER
CONCRETE
CAP
MECHANICAL
EQUIPMENT
MECHANICAL
EQUIPMENT
US Army Corps of Engineers ®
SHEET ID
U S
AR
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PS
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D R
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B Y:
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FG
(F Y1
8)
8'0 4' 16'
1/8" = 1'-0"A-200
SOUTH ELEVATION - 10 LANE BASE BID 11
1/8" = 1'-0"A-200
NORTH ELEVATION - 10 LANE BASE BID3
1/8" = 1'-0"A-200
WEST ELEVATION - 10 LANE BASE BID2
1/8" = 1'-0"A-200
EAST ELEVATION - 10 LANE BASE BID4
NOTES:
1. BUILDING ELEVATION HEIGHTS SHOWN GRAPHICALLY ARE
FOR REFERENCE ONLY. FINAL HEIGHTS MAY NEED TO BE
ADJUSTED TO ACCOMODATE STRUCTURAL, MECHANICAL,
AND ELECTRICAL CONDITIONS.
2. PROVIDE GUTTERS AND DOWNSPOUTS TO DRAIN ROOF.
ARRANGE DOWNSPOUTS TO AVOID OPENINGS AND WITH
BUILDING AESTHETICS IN MIND. COORDINATE DOWNSPOUT
WITH SITE STORM WATER MANAGMENT CONCEPT.
DOWNSPOUTS TERMINATING ABOVE GRADE SHALL BE
PROVIDED WITH CONCRETE SPLASHBACKS. DOWNSPOUTS
SHALL HAVE FACTORY FINISHED COLOR.
3. PROVIDED ELEVATIONS REPRESENT A BASELINE
AESTHETIC. THE CONTRACTOR SHALL FULLY DEVELOP
EXTERIOR AESTHETICS, MATERIAL AND DETAILING.
4. IN LIEU OF EIFS, PROVIDE VERTICAL METAL WALL PANELING
AS A BID OPTION.
5. DOWNSPOUTS TO TERMINATE IN BOOTS. SEE CIVIL
DRAWINGS.
EIFS
MECH YARD
SCREEN WALL
CMU PIER
CONCRETE
CAP
STRUCTURAL STANDING
SEAM ROOF
MECH YARD
SCREEN WALL
OVERHEAD
VEHICLE DOOR
CMU PIER
CONCRETE
CAP
CMU
MECH YARD
SCREEN WALLHOLLOW METAL
DOOR AND FRAME
AT MECH. YARD
HOLLOW METAL
DOOR AND FRAME
AT MECH. YARD
STRUCTURAL STANDING
SEAM ROOF
MECH YARD
SCREEN WALL
EIFS CMU
CONCRETE
CAP
CMU PIER
CONCRETE
CAP
CMU PIER
MECHANICAL
EQUIPMENT
MECHANICAL
EQUIPMENT
STRUCTURAL STANDING
SEAM ROOF
MECH. YARD
SCREEN WALL
EIFS CMU CMU PIER CONCRETE CAP MECHANICAL
EQUIPMENT
MECH. YARD
SCREEN WALL
CMU PIER CONCRETE CAP
STRUCTURAL STANDING
SEAM ROOF
EIFSCMU AESTHETIC JOINTMECHANICAL
EQUIPMENT
US Army Corps of Engineers ®
SHEET ID
U S
AR
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PS
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IN
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D R
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B Y:
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N N
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A-201
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PN
XG
FG
(F Y1
8)
1/8" = 1'-0"A-201
WEST1 ELEVATION - 14 LANE BID OPTION - ALT A2
1/8" = 1'-0"A-201
EAST ELEVATION - 14 LANE BID OPTION - ALT A4
0 20'10'5'
1/8" = 1'-0"A-201
SOUTH ELEVATION - 14 LANE BID OPTION - ALT A11
1/8" = 1'-0"A-201
NORTH ELEVATION - 14 LANE BID OPTION - ALT A3
NOTES:
1. BUILDING ELEVATION HEIGHTS SHOWN GRAPHICALLY
ARE FOR REFERENCE ONLY. FINAL HEIGHTS MAY NEED
TO BE ADJUSTED TO ACCOMODATE STRUCTURAL,
MECHANICAL, AND ELECTRICAL CONDITIONS.
2. PROVIDE GUTTERS AND DOWNSPOUTS TO DRAIN ROOF.
ARRANGE DOWNSPOUTS TO AVOID OPENINGS AND
WITH BUILDING AESTHETICS IN MIND. COORDINATE
DOWNSPOUT WITH SITE STORM WATER MANAGMENT
CONCEPT. DOWNSPOUTS TERMINATING ABOVE GRADE
SHALL BE PROVIDED WITH CONCRETE SPLASHBACKS.
DOWNSPOUTS SHALL HAVE FACTORY FINISHED COLOR.
3. PROVIDED ELEVATIONS REPRESENT A BASELINE
AESTHETIC. THE CONTRACTOR SHALL FULLY DEVELOP
EXTERIOR AESTHETICS, MATERIAL AND DETAILING.
4. IN LIEU OF EIFS, PROVIDE VERTICAL METAL WALL
PANELING AS A BID OPTION.
EIFS
MECH YARD
SCREEN WALL
CMU PIER
CONCRETE
CAP
STRUCTURAL STANDING
SEAM ROOF
MECH YARD
SCREEN WALL
OVERHEAD
VEHICLE DOOR
CMU PIER
CONCRETE
CAP
CMU
STRUCTURAL STANDING
SEAM ROOF
MECH. YARD
SCREEN WALL
EIFS CMU CMU PIER CONCRETE CAP MECHANICAL
EQUIPMENT
MECH. YARD
SCREEN WALL
CMU PIER CONCRETE CAP
STRUCTURAL STANDING
SEAM ROOF
EIFSCMU AESTHETIC JOINTMECHANICAL
EQUIPMENT
MECH YARD
SCREEN WALLHOLLOW METAL
DOOR AND FRAME
AT MECH. YARD
HOLLOW METAL
DOOR AND FRAME
AT MECH. YARD
STRUCTURAL STANDING
SEAM ROOF
MECH YARD
SCREEN WALL
EIFS CMU
CONCRETE
CAP
CMU PIER
CONCRETE
CAP
CMU PIER
MECHANICAL
EQUIPMENT
MECHANICAL
EQUIPMENT
US Army Corps of Engineers ®
SHEET ID
U S
AR
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IN
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D R
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B Y:
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A-202
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A.
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B.
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B.
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C O
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C T
SM
AL
L
AR
M S
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AN
G E
PN
XG
FG
(F Y1
8)
1/8" = 1'-0"A-202
WEST ELEVATION - 14 LANE BID OPTION - ALT B2
1/8" = 1'-0"A-202
SOUTH ELEVATION - 14 LANE BID OPTION - ALT B1
1/8" = 1'-0"A-202
NORTH ELEVATION - 14 LANE BID OPTION - ALT B3
1/8" = 1'-0"A-202
EAST ELEVATION - 14 LANE BID OPTION - ALT B4
0 20'10'5'
NOTES:
1. BUILDING ELEVATION HEIGHTS SHOWN GRAPHICALLY
ARE FOR REFERENCE ONLY. FINAL HEIGHTS MAY NEED
TO BE ADJUSTED TO ACCOMODATE STRUCTURAL,
MECHANICAL, AND ELECTRICAL CONDITIONS.
2. PROVIDE GUTTERS AND DOWNSPOUTS TO DRAIN ROOF.
ARRANGE DOWNSPOUTS TO AVOID OPENINGS AND
WITH BUILDING AESTHETICS IN MIND. COORDINATE
DOWNSPOUT WITH SITE STORM WATER MANAGMENT
CONCEPT. DOWNSPOUTS TERMINATING ABOVE GRADE
SHALL BE PROVIDED WITH CONCRETE SPLASHBACKS.
DOWNSPOUTS SHALL HAVE FACTORY FINISHED COLOR.
3. PROVIDED ELEVATIONS REPRESENT A BASELINE
AESTHETIC. THE CONTRACTOR SHALL FULLY DEVELOP
EXTERIOR AESTHETICS, MATERIAL AND DETAILING.
4. IN LIEU OF EIFS, PROVIDE VERTICAL METAL WALL
PANELING AS A BID OPTION.
ROOM FINISH SCHEDULE LEGEND
ACT ACOUSTICAL CEILING TILE
CMU CONCRETE MASONRY UNIT
CPT CARPET TILE
EFM ENTRANCE FLOOR MAT
GWB GYPSUM WALL BOARD
PCONC PRECAST CONCRETE
PFT PORCELAIN FLOOR TILE
PWT PORCELAIN WALL TILE
RB RESILIENT BASE
RSF RESILIENT SHEET FLOORING
SC SEALED CONCRETE
PWT
ACCENT
WALL TILE
METAL TRIM
5'
0" 6"
6" 3'
0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
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N N
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R O
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B.
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B.
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PN
XG
FG
(F Y1
8)
FINISH SCHEDULE
ROOM NO ROOM NAME NET AREA FLOOR FINISH BASE FINISH WALL FINISH
CEILING
FINISH
CEILING
HEIGHT NOTES
101 VEST. 39 SF EFM RB GWB/PAINT GWB/PAINT 9'-0"
102A CORR. 206 SF RSF RB GWB/PAINT ACT 9'-0" 1
102B CORR. 145 SF RSF RB GWB/PAINT ACT 9'-0" 1
103 ARMS RANGE 6699 SF SC --- PCONC BAFFLE - 4
103A VEST. 42 SF RSF RB GWB/PAINT GWB/PAINT 9'-0"
103B VEST. 44 SF RSF RB GWB/PAINT GWB/PAINT 9'-0"
103C RANGE STOR. 124 SF RSF RB GWB/PAINT ACT 9'-0"
104 RSO 201 SF RSF RB GWB/PAINT ACT 9'-0"
105A REST 49 SF PFT --- GWB/PWT GWB/PAINT 9'-0" 2
105B REST 58 SF PFT --- GWB/PWT GWB/PAINT 9'-0" 2
106 JAN. 21 SF RSF RB GWB/PAINT ACT 9'-0" 3
107 CLASSROOM 460 SF CPT RB GWB/PAINT ACT 9'-0"
108 WEAPONS MX & CLEANING 190 SF RSF RB GWB/PAINT ACT 9'-0" 1
109 FLEX 85 SF RSF RB GWB/PAINT ACT 9'-0"
110 MECH/ELEC 128 SF SC RB GWB/PAINT EXP -
FINISH SCHEDULE NOTES:
1. PROVIDE IMPACT RESISTANT GWB FROM TOP OF CONCRETE FLOOR SLAB TO MIN. 8'-0" ABOVE FINISHED FLOOR.
2. PROVIDE FLOOR TO CEILING PWT WITH METAL TRIM AT FLOOR TO WALL TRANSITION. SEE TYPICAL RESTROOM
WALL ELEVATION.
3. PROVIDE PWT WAINSCOT SURROUND AT MOP SINK.
4. PROVIDE ACOUSTICAL PANELS ALONG WALLS AND BAFFLES.
GENERAL NOTES:
1. FINISHES LISTED ON THIS DRAWING OVERRIDE ROOM FINISHES LISTED IN STANDARD
DESIGN CRITERIA.
2. PROVIDE GLASS-MAT GWB ON WALLS OF TOILET AND SHOWER ROOMS.
3. PROVIDE MOISTURE-RESISTANT GWB ON PLUMBING WALLS.
4. PROVIDE MOISTURE-RESISTANT GWB FOR CEILING IN JANITOR'S CLOSET, TOILET, AND
SHOWER ROOMS.
5. PROVIDE STAINLESS STEEL CORNER GUARDS AT GYPSUM WALL BOARD FINISHED
CORNERS.
6. ROOM NUMBERS, NAMES AND FINISHES ARE DERIVED FROM BASE BID FLOOR PLAN. APPLY
IDENTICAL FINISHES FROM BASE BID ROOM TYPES TO EQUIVALENT ROOM TYPES ON BID
OPTION PLANS.
1/2" = 1'-0"
RESTROOM WALL TILE ELEVATION
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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G
IN
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D R
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N
B Y:
D
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C O
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AC
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N O
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AT
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N N
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3 5 7 9 11 13 15 17 19
L
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A
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Pl ot D at e:
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A-900
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(F Y1
8)
A-900
3D ISOMETRIC - BASE BID1
A-900
3D ISOMETRIC - BID OPTION - ALT A2
GENERAL NOTES
1. PROVIDED PERSPECTIVE PRESENTS A BASELINE
AESTHETIC. THE CONTRACTOR SHALL FULLY DEVELOP
EXTERIOR AESTHETICS, MATERIALS AND DETAILING.
RANGE STOR.
103C
VEST.
103A
RSO
ARMS RANGE
VEST.
103B
CLASSROOM
MECH/ELEC
FLEX
CORR.
102B WEAPONS MX &
CLEANING
VEST.
JAN.
REST
105A
REST
105B
CORR.
102A
M2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2
T1
C2 C1
C1 M1 M3
ST1 M4
M5
ST2
ST3 ST3 ST3
ST4
ST4
ST5
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
EE
R
S
D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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D B
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N O
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N N
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3 5 7 9 11 13 15 17 19
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BA
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ST
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C T
SM
AL
L
AR
M S
R
AN
G E
PN
XG
FG
(F Y1
8)
FURNITURE LEGEND
ITEM CODE ITEM NAME
C1 ERGONOMIC TASK CHAIR
C2 TRAINING CHAIR
M1 PODIUM
M2 STACKED WASHER / DRYER
M3 MOBILE WHITEBOARD
M4 MICROWAVE
M5 UNDERCOUNTER REFRIGERATOR
ST1 BOOKCASE (2 SHELVES)
ST2 STORAGE CABINET
ST3 SHELVING (24" X 36")
ST4 INDUSTRIAL STORAGE CABINET
ST5 HAZMAT STORAGE CABINET
T1 TRAINING TABLE (24" X 42")
GENERAL NOTES:
1. FURNITURE PURCHASE AND INSTALLATION IS NOT IN
CONTRACT AND SHOWN FOR COORDINATION
PURPOSES ONLY.
2. TRAINING TABLE TO HAVE STAINLESS STEEL TOP.
24"X42" TRAINING TABLE SIZE PREFERRED, BUT
MINIMUM TRAINING TABLE SIZE REQUIRED IS 24"X36".
3. PODIUM REQUIRES POWER, INTERNET, STORAGE
FOR A/V RACK AND STORAGE FOR DVD PLAYER.
1/8" = 1'-0"I-110
1 COMPOSITE FURNITURE PLAN - 10 LANE BASE BID
8'0 4' 16'
PLAN NORTH
RSO
VEST.
103A
MECH/ELEC
VEST.
103B
RANGE STOR.
103C
JAN.
ARMS RANGE
CLASSROOM
CORR.
102A
FLEX
REST.
106A
REST.
106B
WEAPONS MX &
CLEANING
VEST
CORR.
102B
VEST
102C
M2
C2C2C2C2C2
C2C2C2C2C2
C2C2C2C2C2
C1
C1
M1
T1T1T1T1
T1T1T1T1
T1T1T1T1
T1
T1
T1
ST1 M4
M5
M3
ST
ST
ST
ST2
ST3 ST3 ST3 ST4
ST4
ST5
ST4
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
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D B
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AN
SI
D
IS
SU
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AT
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C O
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AC
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N O
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AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
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A
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D
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C R
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(F Y1
8)
8'0 4' 16'
PLAN NORTH
1/8" = 1'-0"I-120
1 COMPOSITE FURNITURE PLAN - 14 LANE BID OPTION - ALT A
FURNITURE LEGEND
ITEM CODE ITEM NAME
C1 ERGONOMIC TASK CHAIR
C2 TRAINING CHAIR
M1 PODIUM
M2 STACKED WASHER / DRYER
M3 MOBILE WHITEBOARD
M4 MICROWAVE
M5 UNDERCOUNTER REFRIGERATOR
ST1 BOOKCASE (2 SHELVES)
ST2 STORAGE CABINET
ST3 SHELVING (24" X 36")
ST4 INDUSTRIAL STORAGE CABINET
ST5 HAZMAT STORAGE CABINET
T1 TRAINING TABLE (24" X 42")
GENERAL NOTES:
1. FURNITURE PURCHASE AND INSTALLATION IS NOT IN
CONTRACT AND SHOWN FOR COORDINATION
PURPOSES ONLY.
2. TRAINING TABLE TO HAVE STAINLESS STEEL TOP.
24"X42" TRAINING TABLE SIZE PREFERRED, BUT
MINIMUM TRAINING TABLE SIZE REQUIRED IS 24"X36".
3. PODIUM REQUIRES POWER, INTERNET, STORAGE
FOR A/V RACK AND STORAGE FOR DVD PLAYER.
ARMS RANGE
RANGE STOR.
FLEX
105 VEST
102C
VEST.
MECH/ELEC
CLASSROOM
WEAPONS MX &
CLEANING
JAN.
RSO
104 REST.
107A
REST.
107B
CORR.
102A
CORR.
102B
VEST.
103B
VEST.
103A
C1
C1
ST2
ST3 ST3 ST3
M2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
T1 C2
ST
M5
M1
M3
M
ST4
ST4
ST5
ST4
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
ED
B
Y:
SU
BM
IT
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D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
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AT
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C O
N
TR
AC
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N O
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AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
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A
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AR
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.rv t
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A
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I-130
C O
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F U
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U
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PL
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FI
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D
B.
G
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B.
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9/
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F2
2R
C O
N
ST
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C T
SM
AL
L
AR
M S
R
AN
G E
PN
XG
FG
(F Y1
8)
1/8" = 1'-0"I-130
1 COMPOSITE FURNITURE PLAN - 14 LANE BID OPTION - ALT B
8'0 4' 16'
PLAN NORTH
FURNITURE LEGEND
ITEM CODE ITEM NAME
C1 ERGONOMIC TASK CHAIR
C2 TRAINING CHAIR
M1 PODIUM
M2 STACKED WASHER / DRYER
M3 MOBILE WHITEBOARD
M4 MICROWAVE
M5 UNDERCOUNTER REFRIGERATOR
ST1 BOOKCASE (2 SHELVES)
ST2 STORAGE CABINET
ST3 SHELVING (24" X 36")
ST4 INDUSTRIAL STORAGE CABINET
ST5 HAZMAT STORAGE CABINET
T1 TRAINING TABLE (24" X 42")
GENERAL NOTES:
1. FURNITURE PURCHASE AND INSTALLATION IS NOT IN
CONTRACT AND SHOWN FOR COORDINATION
PURPOSES ONLY.
2. TRAINING TABLE TO HAVE STAINLESS STEEL TOP.
24"X42" TRAINING TABLE SIZE PREFERRED, BUT
MINIMUM TRAINING TABLE SIZE REQUIRED IS 24"X36".
3. PODIUM REQUIRES POWER, INTERNET, STORAGE
FOR A/V RACK AND STORAGE FOR DVD PLAYER.
| GENERAL | |
| G-001 | COVER SHEET (1) |
| G-002 | ABBREVIATIONS (1) |
| G-003 | LOCATION PLAN (1) |
| GEOTECHNICAL | |
| B-301 | DRAFT SOIL BORING LOGS (1) |
| SITE/CIVIL | |
| VF101 | SURVEY AND BORING LOCATION PLAN (1) |
| CD101 | DEMO PLAN (1) |
| CS101 | SITE PLAN - 10 LANE BASE BID (1) |
| CS101A | SITE PLAN - ALTERNATE A (1) |
| CS101B | SITE PLAN - ALTERNATE B (1) |
| CU101 | UTILITY PLAN - 10 LANE BASE BID (1) |
| CU101A | UTILITY PLAN - ALTERNATE A (1) |
| ARCHITECTURAL | |
| A-110 | COMPOSITE FLOOR PLAN - 10 LANE BASE BID (1) |
| A-120 | COMPOSITE FLOOR PLAN - 14 LANE BID OPTION - ALT A (1) |
| A-130 | COMPOSITE FLOOR PLAN - 14 LANE BID OPTION - ALT B (1) |
| A-200 | BUILDING ELEVATIONS (1) |
| A-201 | BUILDING ELEVATIONS - BID OPTION - ALT A (1) |
| A-202 | BUILDING ELEVATIONS - BID OPTION - ALT B (1) |
| A-600 | ROOM FINISH SCHEDULE (1) |
| A-900 | PERSPECTIVE VIEWS (1) |
| INTERIORS | |
| I-110 | COMPOSITE FURNITURE PLAN - 10 LANE BASE BID (1) |
| I-120 | COMPOSITE FURNITURE PLAN - 14 LANE BID OPTION - ALT A (1) |
| I-130 | COMPOSITE FURNITURE PLAN - 14 LANE BID OPTION - ALT B (1) |
File details come from the government source that posted it. Updated .