Am 0004 - FCDR.PDF
PDF 9 MB Posted
- Attached to
- Fire Station Support Building Federal contract opportunity
- Solicitation number
- W9128F23R0016
About this file
This federal contract opportunity solicitation seeks proposals for a Fire Station Support Facility project with a construction cost estimated between $10-25 million. Interested small businesses are invited to respond by 13 March 2023 with proposals addressing requirements for site plans, building plans, structural, mechanical and electrical systems. The Army Corps of Engineers District Omaha will administer the contract. Proposers must register in the System for Award Management and can access solicitation documents on that platform. Questions shall be submitted through the Bidder Inquiry function on ProjNet.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Am 0006 - 13 Apr 23.pdf | ||
| Am 0005 - 16 Mar 23 .pdf | ||
| W9128F-23-R-0016_am_0005_Attachments.pdf | ||
| Am_0004_Spec.pdf | ||
| Am 0004 - 10 Mar 23.pdf | ||
| Am 0003 - 07 Mar 2023.pdf | ||
| Am 0002 - 23 Feb 23.pdf | ||
| Am 0001 - Fire Station.pdf | ||
| W9128F23R0016_SPECS.pdf | ||
| FCDR - ADVERTISEMENT.PDF | ||
| Solicitation - W9128F23R0016 - Fire Station Support Facility_10 Feb 23.pdf |
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Text version
DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg1:49:56 PM 3/10/2023
...\...\FCDR\...\FCDRG-002.dgn
/1
/2
A M
G E
N E
R A
L R
E V
IS
IO
N S
O
A H
A
N E
F
IL
E N
A M
E
C A
P
IT
O L
A V
E
F
IL
E N
U M
B E
R
F C
D R
G -0
.d g n
IN
D
E X
G-002
A N
S I
D
/2
/2
P N
F
Y
A H
A D
IS
T
R
IC
T
F O
R T
C A
R S
O N
C
O L
O R
A D
O
M H
O F
F M
A N
M H
O F
F M
A N
M H
O F
F M
A N
M H
O F
F M
A N
W F
R
F
IR
E S
T A
T
IO
N S
U P
P O
R T
F A
C
IL
IT
Y
G
A T
E
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
INDEX
F.F.E.=6101.491
BUILDING #9505
B
B
B B
B B
B
B B B
BB
F .F .E
.6
B U
IL
D
IN
G
F .F .E
.4
B U
IL
D
IN
G
3F .F .E
.8
B U
IL
D
IN
G
F .F .E
.0
B U
IL
D
IN
G
B B
B
B
B
B
B B
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
B
WILDERNESS ROAD
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
GATE
GATE
4' BARBED WIRE FENCE
W /B
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
GATE 6
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
WILDERNESS ROAD
W
ILDERNESS ROAD
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
CB
CB
G
G
G
G
G
G
T
SEE CG503
DETENTION BASIN
SEE CG503
RIP RAP WEIR
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
N
KEYPLAN SCALE: 1" = 1000'
6220.18
S D
C -P
IP
E
SDB-PIPE 1
SDE-PIPE 1
FFE = 6223'
SUPPORT FACILITY
FIRE STATION
I.E. 6219.70
I.E. 6219.10
O.E. 6218.70 O.E. 6218.35
I.E. 6219.10
6222.46
I.E. 6219.70
I.E. 6220.30
6222.40
I.E. 6219.95
I.E. 6220.30
O.E. 6217.50
A
CG301CG101
A
CG301CG101
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
COCO
SDA-PIPE 1
6205.31
6205.31
6208.00
6208.00
6208.12
6208.12
6208.12
6208.12
6208.16
6208.16
E 3,193,351.74
N 1,316,889.08
SDD-FES1
E 3,193,139.74
N 1,316,887.08
SDC-FES1
SDD-PIPE 1
N 1,316,857.54
E 3,193,134.50
E 3,193,060.55
N 1,316,609.88
SDB-FES1
E 3,193,319.30
N 1,316,414.82
SDE-FES1
N 1,316,641.30
E 3,193,004.61
N 1,316,437.63
E 3,193,278.70
E 3,193,151.74
N 1,316,889.08
SDA-AI1
6217.37
6220.53
6219.31
6220.26
6220.31
6220.75
6220.75
6220.84
6221.05
6221.30
6221.31
E 3,192,863.48
N 1,316,698.46
SDA-FES1
6221.68
6221.78
6221.80
6221.80
6221.84
6221.88
6221.92
6221.92
6222.05
N 1,316,734.01
E 3,192,800.69
6222.96
6223.79
6224.29
6224.29
6224.48
6224.86
6225.23
6225.40
6225.66
6227.20
6235.69
6236.73
6237.63
6237.87
6238.41
6238.47
6238.60
6238.87
6239.62
6239.79
6242.21
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:42:29 PM 3/6/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\SOIL BORING LOCATION PLAN
SCALE: 1" = 40'
40' 80'0
FC21-01
NOTES:
FC21-03
FC21-02
FC21-01
FC21-04
FC21-05
FC21-06
FC21-07
FC21-08
FC21-09
APPROXIMATE SOIL BORING LOCATION
LEGEND:
9.4 3193305.421316471.82FC21-09
10.0 3193025.661316596.48FC21-08
10.0 3192726.441316727.91FC21-07
10.0 3193065.921316707.86FC21-06
14.9 3192843.891316746.27FC21-05
3192862.61 24.71316837.46FC21-04
24.7 3192970.65 1316778.17FC21-03
25.0 3193021.241316844.83FC21-02
23.7 3192967.781316934.02FC21-01
DEPTH (FT)EASTING NORTHINGBORING
SOIL BORING COORDINATES:
DATUM: DAVD88, NAD83.
COORDINATE SYSTEM: COLORADO CENTERAL (0502), 2.
SEE SHEET B-301 FOR SOIL BORING LOGS.1.
A H
A
N E
F
IL
E N
A M
E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
F C
D R
B -1
.d g n
A N
S I
D
B-101
R S
IS
K
R S
IS
K
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N C F
R
IT
Z S
C H
K
H A
L L
/2
/2
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
CB
B
B
B B
B B
B
B B B
BB
F .F .E
.6
B U
IL
D
IN
G
F .F .E
.4
B U
IL
D
IN
G
3F .F .E
.8
B U
IL
D
IN
G
F .F .E
.0
B U
IL
D
IN
G
B B
B
B
B
B
B B
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
B
WILDERNESS ROAD
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
GATE
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
GATE 6
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
WILDERNESS ROAD
W
ILDERNESS ROAD
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
W
/BARBED W
IRE
7' CHAIN LINK FENCE
CB
CB
G
G
G
G
G
PERIMETER ROAD
ACCESS AND
COMBINED
ROAD EXPANSION
STUB OUT TO ALLOW FOR FUTURE
PERIMETER ROAD
ACCESS AND
COMBINED
TRANSFORMER
GENERATOR
24'
24'
6'
6'
ENCLOSURE (TYP.)
DUMPSTER
84" FABRIC HEIGHT, SEE CS502-503
12' OPENING, 2 x 6' LEAFS, FE6 CHAIN LINK FENCE W/ SWING GATES, SEE CS502
84" FABRIC HEIGHT,
FE6 CHAIN LINK FENCE,
FFE = 6222'
STORAGE BUILDING
(OPTION)
AGGREGATE TURN AROUND
(OPTION)
AGGREGATE TURN AROUND
OF FUEL TANK
COORDINATE PAD SIZE WITH DIMENSIONS
FUEL TANK WITH 6" RAISED CONCRETE PAD
26'
21'
SEE CS503
14' OPENING, 2 X 7' LEAFS
FE6 SWING GATE,
POV PARKING
24'
HOLDING TANK
INDUSTRIAL WASTE
EAST OF GATE 6
WILDERNESS ROAD TIE-IN
WEST OF GATE 6
WILDERNESS ROAD TIE-IN
WITH GRAVEL SURFACING
PERIEMETER ROAD CONTINUES
ACCESS/PERIMETER ROAD
END OF PAVED
SEE CS506
26' OPENING,
OPERATOR,
FE6 SLIDE GATE WITH
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
N
KEYPLAN SCALE: 1" = 1000'
FFE = 6223'
SUPPORT FACILITY
FIRE STATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:46:05 PM 3/7/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\Site Plan for New Site Location
N
3. SEE SHEET CS503-CS504 FOR FENCE GATE DETAILS.
2. SEE SHEET CS502 FOR FENCE DETAILS.
1. SEE PAVING PLANS (CP SERIES) FOR PAVING TYPES AND AREAS.
GENERAL NOTES:
F C
D R
C S .d g n
A H
A
N E
F
IL
E N
A M
E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
P N
F
Y
O M
A H
A D
IS
T R
IC
T
A N
S I
D
/2
/2
CS101
D F
E C
H N
E R
D F
E C
H N
E R
S
IT
E P
L A
N
A R
E A
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
B
B
B B
B B
B
B B B
BB
F .F .E
.6
B U
IL
D
IN
G
F .F .E
.4
B U
IL
D
IN
G
3F .F .E
.8
B U
IL
D
IN
G
F .F .E
.0
B U
IL
D
IN
G
B B
B
B
B
B
B B
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
B
WILDERNESS ROAD
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
GATE
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
CB
CB
G
G
G
G
G
DETENTION BASIN
DRAIN OUTLET
MITERED ROOF
SEE CG503
RIP RAP WEIR
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
N
KEYPLAN SCALE: 1" = 1000'
6220.18
S D
C -P
IP
E
SDB-PIPE 1
SDE-PIPE 1
FFE = 6223'
SUPPORT FACILITY
FIRE STATION
I.E. 6219.70
I.E. 6219.10
O.E. 6218.70 O.E. 6218.35
I.E. 6219.10
6222.46
I.E. 6219.70
I.E. 6220.30
6222.40
I.E. 6219.95
I.E. 6220.30
O.E. 6217.50
A
CG301CG101
A
CG301CG101
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
COCO
SDA-PIPE 1
6205.31
6205.31
6208.00
6208.00
6208.12
6208.12
6208.12
6208.12
6208.16
6208.16
E 3,193,351.74
N 1,316,889.08
SDD-FES1
E 3,193,139.74
N 1,316,887.08
SDC-FES1
SDD-PIPE 1
E 3,193,134.50
N 1,316,857.54
SDC-FES2
E 3,193,060.55
N 1,316,609.88
SDB-FES1
E 3,193,319.30
N 1,316,414.82
SDE-FES1
E 3,193,004.61
E 3,193,278.70
N 1,316,641.30
SDB-FES2
N 1,316,437.63
SDE-FES2
E 3,193,151.74
N 1,316,889.08
SDA-AI1
6217.37
6220.53
6219.31
6220.26
6220.31
6220.75
6220.75
6220.84
6221.05
6221.30
6221.31
E 3,192,863.48
N 1,316,698.46
SDA-FES1
6221.68
6221.78
6221.80
6221.80
6221.84
6221.88
6221.92
6221.92
6222.05
E 3,192,800.69
N 1,316,734.01
SDA-FES2
6222.96
6223.79
6224.29
6224.29
6224.48
6224.86
6225.23
6225.40
6225.66
6227.20
6235.69
6236.73
6237.63
6237.87
6238.41
6238.47
6238.60
6238.87
6239.62
6239.79
6242.21
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:18:09 PM 3/6/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCG101
N
LEGEND
6385.00
ROOF DRAIN LINE CLEAN OUT
RIP RAP WEIR / SCOUR HOLE
FLARED END SECTION (FES)
TYPE "A" STORM DRAIN INLET
STORM DRAIN MANHOLE
ROOF DRAIN LINE
STORM DRAIN PIPE
SPOT ELEVATION
NEW MINOR CONTOUR
NEW MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
A H
A
N E
F
IL
E N
A M
E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
F C
D R
C G
.d g n
A N
S I
D
/2
/2
CG101
D F
E C
H N
E R
D F
E C
H N
E R
G R
A D
IN
G P
L A
N
A R
E A
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
UP TO APPROXIMATELY 30% BY VOLUME.
CONTENT OF EXISTING SOILS IN NEARBY PROJECT AREAS RANGE
DEPTHS NEAR THE SURFACE TO 12' DEEP (AND BELOW). COBBLE
COBBLES ARE EXPECTED TO BE ENCOUNTERED IN EXCAVATION AT 6.
FOR DETAILS.
BENEATH BUILDING FOUNDATION. SEE STRUCTURAL SHEET S-001
OVER EXCAVATION OF EXISTING SOILS WILL BE REQUIRED5.
CONCRETE WITH SCOUR PADS TO DIMENSIONS SHOWN ON CP502.
ALL FLARED END SECTIONS (FES) SHALL BE REINFORCED4.
SEE CG507 FOR ROOF DRAIN DETAILS3.
SEE CG501 - CG506 FOR STORM AND DETENTION BASIN DETAILS.2.
SEE CG201 - CG202 FOR STORM DRAIN PROFILES1.
GENERAL NOTES:
W F
R
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
D
CB
CO
B
B
B B
B B
B
B B B
BB
F .F .E
.6
B U
IL
D
IN
G
F .F .E
.4
B U
IL
D
IN
G
3F .F .E
.8
B U
IL
D
IN
G
F .F .E
.0
B U
IL
D
IN
G
B B
B
B
B
B
B B
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
B
WILDERNESS ROAD
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
GATE
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
CB
CB
G
G
G
G
G
DETENTION BASIN
DRAINAGE SWALE
1' HEIGHT AT EDGE OF
INTERCEPTION DIKE
DRAINAGE SWALE
1' HEIGHT AT EDGE OF
INTERCEPTION DIKE
SWALE
OF DRAINAGE
1' HEIGHT AT EDGE
INTERCEPTION DIKE
DRAIN OUTLET
MITERED ROOF
SEE CG503
RIP RAP WEIR
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
N
KEYPLAN SCALE: 1" = 1000'
6220.18
O.E. 6217.50
S D
C -P
IP
E
SDB-PIPE 1
SDE-PIPE 1
FFE = 6223'
SUPPORT FACILITY
FIRE STATION
I.E. 6219.70
I.E. 6219.10
O.E. 6218.35
I.E. 6219.10
6222.46
I.E. 6219.70
I.E. 6220.30
6222.40
I.E. 6219.95
I.E. 6220.30
A
CG301CG101
A
CG301CG101
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO CO
O.E. 6218.70
SDA-PIPE 1
6205.31
6205.31
6208.00
6208.00
6208.12
6208.12
6208.12
6208.12
6208.16
6208.16
E 3,193,351.74
N 1,316,889.08
SDD-FES1
E 3,193,139.74
N 1,316,887.08
SDC-FES1
SDD-PIPE 1
E 3,193,134.50
N 1,316,857.54
SDC-FES2
E 3,193,060.55
N 1,316,609.88
SDB-FES1
E 3,193,319.30
N 1,316,414.82
SDE-FES1
E 3,193,004.61
E 3,193,278.70
N 1,316,641.30
SDB-FES2
N 1,316,437.63
SDE-FES2
E 3,193,151.74
N 1,316,889.08
SDA-AI1
6217.37
6220.53
6219.31
6220.26
6220.31
6220.75
6220.75
6220.84
6221.05
6221.30
6221.31
6221.54
6221.56
E 3,192,863.48
N 1,316,698.46
SDA-FES1
6221.68
6221.78
6221.80
6221.80
6221.84
6221.88
6221.92
6221.92
6221.95 6221.95
6222.05
E 3,192,800.69
N 1,316,734.01
SDA-FES2
6222.96
6223.79
6224.29
6224.29
6224.48
6224.86
6225.23
6225.40
6225.66
6227.20
6235.69
6236.73
6237.63
6237.87
6238.41
6238.47
6238.60
6238.87
6239.62
6239.79
6242.21
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:24:18 PM 3/6/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCG101A
N
LEGEND
6385.00
ROOF DRAIN LINE CLEAN OUT
RIP RAP WEIR / SCOUR HOLE
FLARED END SECTION (FES)
TYPE "A" STORM DRAIN INLET
STORM DRAIN MANHOLE
ROOF DRAIN LINE
STORM DRAIN PIPE
SPOT ELEVATION
NEW MINOR CONTOUR
NEW MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
A H
A
N E
F
IL
E N
A M
E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
F C
D R
C G
A .d g n
A N
S I
D
/2
/2
CG101A
D F
E C
H N
E R
D F
E C
H N
E R
G R
A D
IN
G P
L A
N
A R
E A
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
T U
R N A
R O
U N
D O
P T
IO
N
UP TO APPROXIMATELY 30% BY VOLUME.
CONTENT OF EXISTING SOILS IN NEARBY PROJECT AREAS RANGE
DEPTHS NEAR THE SURFACE TO 12' DEEP (AND BELOW). COBBLE
COBBLES ARE EXPECTED TO BE ENCOUNTERED IN EXCAVATION AT 6.
FOR DETAILS.
BENEATH BUILDING FOUNDATION. SEE STRUCTURAL SHEET S-001
OVER EXCAVATION OF EXISTING SOILS WILL BE REQUIRED5.
CONCRETE WITH SCOUR PADS TO DIMENSIONS SHOWN ON CP502.
ALL FLARED END SECTIONS (FES) SHALL BE REINFORCED4.
SEE CG507 FOR ROOF DRAIN DETAILS3.
SEE CG501 - CG506 FOR STORM AND DETENTION BASIN DETAILS.2.
SEE CG201 - CG202 FOR STORM DRAIN PROFILES1.
GENERAL NOTES:
W F
R
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
D
CB
AGGREGATE DRIVE
AGGREGATE DRIVE
AGGREGATE DRIVE
GROUND
EXISTING
GROUND
EXISTING
DETENTION BASIN
TOP OF
IN
W
TOP OF DETENTION BASIN
GROUND
EXISTING GROUND
EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
62306230
62306230
-0+10 0+00 0+10 0+20 0+30 0+40
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
62306230
62306230
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
62206220
62206220
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
IN
V
O U
T
.0
S T
A
.8
S D
E F
E S
S = 5.1%
RCP CLASS III
DIA = 18"
SDE - PIPE 1
IN
V
O U
T
.0
(2 "O
R
IF
IC
E I
N V
IN
.2
/2
O R
IF
IC
E I
N V
IN
.6
/2
O R
IF
IC
E I
N V
IN
.0
R
IM
.7
S T
A
S D
D
A I1
IN
V
O U
T
.0
S T
A
.0
S D
D F
E S
IN
V
O U
T
.5
S T
A
S D
C F
E S
IN
V
O U
T
.8
S T
A
S D
C F
E S
IN
V
O U
T
.6
S T
A .5
S D
E F
E S
62406240
62406240
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
62306230
62306230
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
SD
STORM DRAIN A - PIPE 1
SD
STORM DRAIN B - PIPE 1
SD
STORM DRAIN C - PIPE 1
SD
STORM DRAIN D - PIPE 1
SD
STORM DRAIN E - PIPE 1
S = 1.8%
RCP CLASS III
DIA = 18"
SDA - PIPE 1
IN
V
O U
T
.6
S T
A
.2
S D
A F
E S
IN
V
O U
T
.9
S T
A
.1
S D
B F
E S
S = 1.2%
RCP CLASS III
DIA = 18"
SDB - PIPE 1
S = 1.5
RCP CLASS III
DIA = 18"
SDD- PIPE 1
IN
V
O U
T
.9
S T
A
S D
A F
E S
IN
V
O U
T
.7
S T
A
S D
B F
E S
S = 1.0
RCP CLASS III
DIA = 12"
SDC- PIPE 1
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:38:10 PM 3/6/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCG201
10' 20'0
HORIZONTAL SCALE: 1" = 10'-0"
VERTICAL SCALE: 1" = 5'-0"
5' 10'0
®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
O M
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F C
D R
C G
.d g n
S T
O R
M D
R A
IN
P
R O
F
IL
E S
W .C
D A
V E
N P
O R
T
CG201
/2
/2
W .C
D A
V E
N P
O R
T
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
GRADE
FINISHED
6" BEDDING
END SECTION
FLARED
RIPRAP
SECTION
FLARED END
RIPRAP d50 = 6"
AS REQUIRED
EXCAVATION LINE
HAUNCH
OUTER BEDDING
MIDDLE BEDDINGOUTER BEDDING
HAUNCH
HAUNCH
HAUNCH
OUTER BEDDINGOUTER BEDDING
MIDDLE BEDDING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
PLAN
END VIEWSECTION A-A
NO SCALE
END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE
E
C
A
L
A A
E
PIPE DIAM.
10 48 78 36
A C L E
DIMENSIONS IN INCHES
(INCHES)
REINFORCED CONCRETE ROUND PIPE
72 108
6 48 73 30
4 48 72 2412
NO SCALE
PREFORMED SCOUR HOLE DETAILS
SCOUR HOLE AT CULVERT OR STORM DRAIN OUTLET
SECTION 1
3D
.5
D
.5
D
3D
DD
1V ON 3H
1V ON 3H
NO SCALE
(MIN.)
B
FINAL BACKFILL
(MIN.)
BEDDING BEDDING
(MIN.)
B
FINAL BACKFILL
(MIN.)
CB /6 B /6CC
CB /3
B /6 B /6C C C
CB /3
TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS
CONCRETE CIRCULAR PIPE BEDDING DETAILS
GENERAL NOTES:
SHALL BE AS SPECIFIED IN ASTM D 2321.
4. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES
OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.
STEEL PIPES SHALL BE AS SPECIFIED IN SECTION 26, DIVISION II
3. MINIMUM COVER FOR CONSTRUCTION LOADS OVER CORRUGATED
TO PASS OVER THEM DURING CONSTRUCTION.
OF COVER PRIOR TO PERMITTING HEAVY CONSTRUCTION EQUIPMENT
2. CONCRETE PIPES SHALL BE PROTECTED BY A MINIMUM OF 3 FEET
SPECIFICATIONS.
SECTION 01400 SPECIAL SAFETY REQUIREMENTS OF THE
1. EXCAVATION AND TRENCHING SHALL BE IN ACCORDANCE WITH
DIMENSIONS (FEET)
SECTION
FLARED END
D
SDA-FES1
SDB-FES1
SDC-FES1 1.5
SDE-FES1 2
SDA-FES2 2
SDB-FES2 2
SDC-FES2 1.5
SDE-FES2 2
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:03:03 PM 3/7/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCG502
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
F C
D R
C G
.d g n
S T
O R
M D
R A
IN
D
E T
A
IL
S
CG502
W .C
D A
V E
N P
O R
T
/2
/2
W .C
D A
V E
N P
O R
T
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
SAND/PEAT LAYER
SAND/PEAT LAYER
BOTTOM ELEVATION
BOTTOM ELEVATION
SAND/PEAT ELEVATION
SAND/PEAT ELEVATION
COMPACTED SUBGRADE
TO DRAIN 1% TO INLET
SLOPE BOTTOM
SUBGRADE
COMPACTED
PLANS
GRADING
MATCH
ELEVATION = 6380.50
TOP OF DETENTION BASIN
ELEVATION = 6216.50
TOP OF DETENTION BASIN
AREA INLET
PLANS
GRADING
MATCH
PLANS
GRADING
MATCH
RIPRAP DIMENSIONS
CG502 FOR FES OUTLET
REFER TO
AREA INLET A1
STORM DRAIN D
ELEVATION = 6380.50
TOP OF DETENTION BASIN
ELEVATION = 6380.50
TOP OF DETENTION BASIN
ELEVATION = 6380.50
TOP OF DETENTION BASIN
COMPACTED SUBGRADE
ELEVATION = 6380.25
TOP OF DETENTION BASIN
AS SHOWN.
RIP RAP AND TERMINATE
GEOMEMBRANE UNDER ALL
STORM DRAIN C
OF BIORETENTION AREA.
VERTICAL WALLS
ONLY ALONG
GEOMEMBRANE
(TYP)
ALONG VERTICAL WALLS
GEOMEMBRANE ONLY
ANCHOR TRENCH (TYP)
12" x 12" GEOMEMBRANE
RIP RAP
LAYER
BURRITO
SAND
RIPRAP WEIR
CORNER = 6214.00
ELEVATION AT NORTHWEST
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
NOTES
NO SCALE
SECTION 1
SECTION 2
12"
12"
TYP.
PLAN VIEW (TYP)
IE 6212.00
12" RCP OUTLET
IE 6215.75
RIM
DETENTION BASIN DETAILS
3'-0"
ORIFICE 1
ORIFICE 2
ORIFICE 3
ORIFICE DESCRIPTION
NUMBER SIZE
(1) 1/2" DIA. HOLE
(1) 1/2" DIA. HOLE
SPACED 6" O.C.
(2) 1/2" DIA. HOLES
6213.50
6214.12
6214.75
ELEVATION
TOP OF RIP RAP
ELEVATION = 6214.75
LAYER W/ GEOTEXTILE
TOP OF SAND BURRITO
3'-0"
12"
TYP.
3'-0"
NO SCALE
NO SCALE
SECTION
12"
TYP.
12"
TYP.
3'-0"
OF SLOPE EACH SIDE.
6. MATCH GRADE WHERE WEIR CROSSES TOP OF DETENTION BASIN. TERMINATE WEIR RIP RAP AT BOTTOM
ORIFICES AND FACE OF STRUCTURE TO FINISHED GRADE OF DETENTION BASIN.
5. SLOPE THE SAND BURITTO AND RIP RAP IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTIONS FROM THE
GRADATION REQUIREMENTS FOR 6-INCH, d50 STONE SIZE.
4. RIP RAP SHALL CONFORM TO SECTION 506 "RIP RAP" OF THE CDOT. 12-INCH THICK RIP RAP SHALL MEET THE
OFFICER'S REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO INSTALLATION OF THE GEOMEMBRANE.
THE CONTRACTOR SHALL SUBMIT A SAMPLE AND MANUFACTURER'S DATA SHEET TO THE CONTRACTING
3. GEOMEMBRANE SHALL CONSIST OF PVC, LLDPE OR HDPE AND SHALL HAVE A MINIMUM THICKNESS OF 40 MIL.
WHERE LAPPING OCCURS TO PREVENT MIGRATION OF SILT INTO THE SAND.
SAND/PEAT LAYER, RIP RAP AND STRUCTURE SHALL HAVE AN AOS OF 70 TO 100. FOLD THE GEOTEXTILE ENDS
REQUIREMENTS FOR A SUBSURFACE DRAINAGE GEOTEXTILE (CLASS 2). GEOTEXTILE BURRITO BETWEEN
2. GEOTEXTILE SHALL BE NON-WOVEN AND SHALL CONFORM TO AASHTO M288. GEOTEXTILE SHALL MEET THE
1. SAND/PEAT LAYER SHALL CONSIST OF A MIXTURE OF 2/3 SAND AND 1/3 PEAT. SAND SHALL CONFORM AT ASTM C33.
ON THE BASIN SIDE OF THE INLET AS FOLLOWS:
SDC-AI1 SHALL HAVE .50" DIA. ROUND ORIFICES NOTE:
50' - 0"2
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:57:21 PM 3/7/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCG503
A H
A
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C
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O L A
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F
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U M
B E
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F
IL
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P N
F
Y
F O
R T C
A R
S O
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C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
F C
D R
C G
.d g n
S T
O R
M D
R A
IN
D
E T
A
IL
S
CG503
W .C
D A
V E
N P
O R
T
/2
/2
W .C
D A
V E
N P
O R
T
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
CONNECTORS
ROD AND LUG
CONNECTORS
ROD AND LUG
CONNECTOR
ANGLE-BOLT
ANNULAR BAND
PIPE
(HUGGER) BAND
SEMI-CORRUGATED PIPE
ANNULAR BAND PIPE
OR STRUCTURE
EXISTING PIPE
FINISH FLUSH
NEW PIPE
2" CLEAR
2 HOOP BARS
NEW CONCRETE
EXISTING STEEL INTO
CONCRETE, BEND
BREAK OUT EXISTING
COVER
MANHOLE
APPROVED EQUAL
LOCKING DEVICE OR
MCGARD INTIMIDATOR
FRAME
MANHOLE
OR APPROVED EQUAL
MCGARD LOCKING DEVICE
APART FOR ALL COVERS
ARE REQUIRED 180
TWO LOCKING DEVICES
BARS
TRANSVERSE
BARS
VERTICAL
BARS
TRANSVERSE 2" CLR (TYP.)
CONCRETE PIPE
REINFORCED
AROUND CMP
RCP SECTION FORMED
STEEL PIPE
CORRUGATED
ZINC-COATED
X" DIAM. PIPE
HDPE GRATE
X" DIAM. PIPE
HDPE GRATE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
NO SCALE
NO SCALE
NO SCALE
PIPE TAP DETAIL
RCP TO CMP ADAPTOR DETAIL CORRUGATED METAL PIPE COUPLING BAND DETAILS
ANNULAR BAND
(WITH ROD AND LUGS)
SEMI-CORRUGATED BAND
(HUGGER BAND)
ANNULAR BAND
(WITH ANGLE-BOLT)
NO SCALE
RCP ELBOW DETAIL
0 NO SCALE
CONCRETE COLLAR DETAILS
SIDE ELEVATIONEND ELEVATION
12"
2" CLR
2" C
LR6" PIPE OUTSIDE
DIAMETER
6"
P
IP
E O
U T S
ID
E
D
IA
M E
T E
R
D
X
X
(GROUT MAX. 3", MIN. 1-1/2")
GROUT PIPE IN PLACE
D X HOOP BARS
#3
#4
6"
9"LARGER THAN 18"
18" OR SMALLER
NO SCALE
MANPROOFING DETAILS
PLAN ENLARGED ELEVATION
NOTE:
FURNISHED TO THE CONTRACTING OFFICER.
LESS THAN 2 MASTER KEYS PER MANHOLE COVER SHALL BE
SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. NO
SHOWN ARE FOR MCGARD LOCKING DEVICE. ACTUAL DIMENSIONS
MANHOLES SHALL BE MANPROOFED WHERE INDICATED. DIMENSIONS
" 4
"8
BENT AS SHOWN
BARS IN TOP
BENT AS SHOWN
BARS IN SIDE
BENT AS SHOWN
BARS IN BOTTOM
PIPE
SIZE OF
SIZE
BAR
SCHEDULE OF BARS FOR COLLAR
NUMBER OF BARS
TOPTRANS-VERT ONE SIDE
12" NO. 4
15" NO. 4
18" NO. 4
21" NO. 4
24" NO. 4
NO. 427"
30" NO. 4
NO. 436"
42" NO. 4
NO. 448"
54" NO. 4
NO. 460"
12 5
4 2
3 6
BOTTOM
2'-6" WIDTH
BAND
MIN. 1/2
NO SCALE
MITERED DRAIN DETAIL
PLAN
PROFILE
FLOW
NOTE:
DRAIN INC. (707- 620-0606) OR AN APPROVED EQUAL.
MITERED DRAIN SHALL BE AS MANUFACTERED BY MITERED
TO BE USED FOR ROOF DRAIN OUTLET ONLY.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:05:42 PM 3/7/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCG504
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
F C
D R
C G
.d g n
S T
O R
M D
R A
IN
D
E T
A
IL
S
CG504
W .C
D A
V E
N P
O R
T
/2
/2
W .C
D A
V E
N P
O R
T
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
W F
R
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
W
W
B
B
B B
B B
B
B B B
BB
6"
4"
4"
6"
4"
4"
6"
4"
4"
4"
6"
6"
4"
4"
4"
4"
4"
4"
B
4"
B
B
4"
6"
B
B
B
4"
4"
B B
4"
4"
8"
4"
4"
4"
4"
WILDERNESS ROAD
6"
6"
6"
6"
6"
6"
4"
4"
6"
WILDERNESS ROAD
WILDERNESS ROAD
W
WILDERNESS ROAD
B
B
B
B
12"12"
END OF LOCATE
WILDERNESS ROAD
T
T
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
TT
BBB
B
M M
MM
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
W
W
W
GATE
GATE
6"
16"
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
W W
W
CB
CB
TT
G
COCO
TT
T
T
T
CO
PB
M
M
MM
T
T
G M
T
T
T
T
T
M
T
PB
AC
T
T
PB
T
T G
PERPENDIC
ULAR T
O E
DGE O
F P
AVEMENT
SP
ACES
@ 1
0'-3
" EACH
S
P A
C E
S
.4
E A
C H
3 SPACES @ 10'-3" EACH = 30'-9"
EXPANSION JOINT
THICKENED EDGE
EXPANSION JOINT
THICKENED EDGE
THICKENED EDGE
THICKENED EDGE
3 SPACES @ 10'-3" EACH = 30'-9"
WITH EXPANSION JOINT
THICKENED EDGE
WITH EXPANSION JOINT
THICKENED EDGE
5 SPACES @ 14'-0" EACH = 70'-0"
4 SPACES @
13'-6" EACH = 54'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
3 SPACES @ 10'-9" EACH = 32'-3"
SPACES REMAIN @ 12'-0"
6 SPACES @
10'-8" EACH = 63'-10"
13 SPACES @
12'-0" EACH = 156'-0"
12 SPACES @ 12'-0" = 144'-0"
@ 12'-0" EACH = 24'-0"
2 SPACES
3 SPACES @ 11'-4" EACH = 102'-0"
SPACE @ 15'-0"
4 SPACES @ 10'-10" = 43'-4"
2 SPACES @ 12'-0" EACH = 24'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
S
P A
C E
S
.2
E A
C H
S
P A
C E
S
.9
E A
C H
14 SPACES @ 12'-7.1" EACH = 176'-3"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
R
R
R
R R
R
R
R
R
.4
M A
T C
H L
IN
E F
O R S
H E
E T C
P
A
MATCHLINE FOR SHEET CP403A MATCHLINE FOR SHEET CP403A
M A
T C
H L
IN
E F
O R S
H E
E T C
P
A
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R R
R
R
RR
R
R
R R R R R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
RR
R
R
R
R
.1
.5
.0
.4
.4
.8
.8
.3
.3
.3
.7
.7
.7
.2
.2
.2
.6
.6
.6
.6
.9
.9
.9
.9
.0
.0
.2
.3
.3
.3
.4
.4
.4
.6
.6
.7
.7
.7
.7
.7
.7
.8
.8
.9
.9
.1
.1
.1
.1
.1
.2
.2
.3
.4
.4
.4
.5
.5
.5
.6
.6
.6
.8
.8
.8
.9
.9
.9
.9
.0
.0
.1
.1
.2
.2
.3
.4
.4
.4
.4
.5
.5
.5
.5
.6
.6
.6
.7
.7
.7
.7
.8
.8
.8
.8
.8
.9
.9
.9
.0
.0
.1
.1
.2
.2
.2
.2
.2
.2
.3
.4
.4
.4
.6
.6
.7
.7
.7
.7
.9
.1
.1
.1
.4
.5
.5
.5
.3
.0
.0
.0
.7
.7
.8
.4
.4
.4
.0
.2
.3
.9
.9
.9
.2
.2
.3
.3
.3
.4
.6
.7
.7
.7
.7
.8
.9
.2
.2
.2
.2
.2
.2
.5
.4
.6
.6
.6
.7
.7
.7
.8
.8
.9
.1
.2
.2
.2
.2
.5
.7
.7
.7
.9
.2
.2
.2
.8
.8
.8
.5
.5
.5
.1
N
KEYPLAN SCALE: 1" = 1000'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:28 PM 3/9/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCP401A
SCALE: 1" = 10'
20' 40'0
N
CONSTRUCTION JOINT (DOWELED)
THICKENED EDGE EXPANSION JOINT
THICKENED EDGE
R
OR CONSTRUCTION JOINT (DOWELLED)
CONTRACTION JOINT (WITHOUT TIE BARS)
6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC
SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR
LEGEND
CONSTRUCTION JOINT (WITH TIEBARS)
CONTRACTION JOINT (WITH TIEBARS) OR
.7 5'
FINISHED GRADE SPOT ELEVATION
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
F C
D R
C P
A .d g n
P A
V
IN
G O
P T
IO
N
J O
IN
T P
L A
N W .C
D A
V E
N P
O R
T
CP401A
/2
/2
W .C
D A
V E
N P
O R
T A
R E
A
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
W F
R
ILDERNESS ROAD
W
W
W
W
B
B
B B
B B
B
B B B
BB
6"
4"
4"
6"
4"
4"
6"
4"
4"
4"
6"
6"
4"
4"
4"
4"
4"
4"
B
4"
B
B
4"
6"
B
B
B
4"
4"
B B
4"
4"
8"
4"
4"
4"
4"
WILDERNESS ROAD
6"
6"
6"
6"
6"
6"
4"
4"
6"
WILDERNESS ROAD
WILDERNESS ROAD
W
WILDERNESS ROAD
B
B
B
B
12"12"
END OF LOCATE
WILDERNESS ROAD
T
T
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
TT
BBB
B
M M
MM
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
W
W
W
GATE
GATE
6"
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
W W
W
CB
CB
TT
G
COCO
T
T
T
CO
M
M
MM
T
T
G M
T
T
T
T
T
M
T
PB
T
T
PB
T
T G
4 SPACES @
13'-6" EACH = 54'-0"
16 SPACES @
12'-0" EACH = 192'-0"
2 SPACES @ 10'-0" EACH = 20'-0"
2 SPACES @ 9'-0" EACH = 18'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
6 SPACES @ 12'-0" EACH = 72'-0"
@ 12'-0" EACH = 24'-0"
2 SPACES
3 SPACES @ 11'-4" EACH = 102'-0"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M A
T C
H L
IN
E F
O R S
H E
E T C
P
A M
A T
C H
L
IN
E F
O R S
H E
E T C
P
A
R R
R
R
R
R
R
R
R
R
R
R
R
R
R R
.2
.2
.5
.7
.7
.7
.9
.2
.2
.2
.8
.8
.8
.5
.5
.5
.1
.1
.2
.8
.8
.8
.5
.5
.5
.1
.1
.1
.8
.8
.8
.5
.5
.5
.1
.1
.1
.8
.8
.8
.5
.5
.5
.1
.1
.1
.7
.8
.8
.1
.2
.4
.5
.7
.0
.0
.2
.4
.4
.6
.6
.8
.9
.9
.1
.1
.1
.2
.3
.4
.4
.4
.5
.5
.7
.7
.0
.0
.2
.5
.5
.6
.7
.8
.9
.0
.2
.3
.5
.7
.8
.1
N
KEYPLAN SCALE: 1" = 1000'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:12:07 PM 3/9/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCP402A
N
CONSTRUCTION JOINT (DOWELED)
THICKENED EDGE EXPANSION JOINT
THICKENED EDGE
R
OR CONSTRUCTION JOINT (DOWELLED)
CONTRACTION JOINT (WITHOUT TIE BARS)
6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC
SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR
LEGEND
CONSTRUCTION JOINT (WITH TIEBARS)
CONTRACTION JOINT (WITH TIEBARS) OR
.7 5'
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
F C
D R
C P
A .d g n
P A
V
IN
G O
P T
IO
N
J O
IN
T P
L A
N W .C
D A
V E
N P
O R
T
CP402A
/2
/2
W .C
D A
V E
N P
O R
T A
R E
A
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
W F
R
WILDERNESS ROAD
WILDERNESS ROAD
W
W
W
W
B
B
B B
B B
B
B B B
BB
6"
4"
4"
6"
4"
4"
6"
4"
4"
4"
6"
6"
4"
4"
4"
4"
4"
4"
B
4"
B
B
4"
6"
B
B
B
4"
4"
B B
4"
4"
8"
4"
4"
4"
4"
WILDERNESS ROAD
6"
6"
6"
6"
6"
6"
4"
4"
6"
WILDERNESS ROAD
WILDERNESS ROAD
W
WILDERNESS ROAD
B
B
B
B
12"12"
END OF LOCATE
WILDERNESS ROAD
T
T
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
TT
BBB
B
M M
MM
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
W
W
W
GATE
GATE
6"
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
W W
W
CB
CB
TT
G
COCO
T
T
T
CO
M
M
MM
T
T
G M
T
T
T
T
T
M
T
PB
T
T
PB
T
T G
SPACES REMAIN @ 12'-0"
6 SPACES @
10'-8" EACH = 63'-10"
21 SPACES @
12-0 EACH = 252'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
4 SPACES @ 11'-3" EACH = 45'-0"
8 SPACES @ 12'-0" EACH = 96'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
2 SPACES @ 12'-0" EACH = 24'-0"
4 SPACES @ 11'-7" = 46'-5"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
MATCHLINE FOR SHEET CP401A MATCHLINE FOR SHEET CP401A
.5
.1
.6
.8
.3
.9
.1
.2
.6
.8
.2
.1
.7
.9
.8
.4
.8
.1
.1
.1
.5
.1
.1
.3
.3
.5
.5
.5
.5
.5
.3
.7
.8
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.9
.7
.6
.4
.6
.4
.4
.4
.4
.4
.4
.8
.8
.9
.8
.8
.8
.3
.3
.3
.2
.2
.2
.7
.7
.7
.7
.7
.7
.2
.2
.2
.1
.1
.1
.6
.6
.6
.0
.0
.0
.4
.4
.4
.9
.9
.9
.3
.3
.3
.8
.8
.8
.2
.2
.2
.6
.6
.6
.6
.6
.6
.9
.9
.3
.3
.7
.1
N
KEYPLAN SCALE: 1" = 1000'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:14:19 PM 3/9/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCP403A
N
CONSTRUCTION JOINT (DOWELED)
THICKENED EDGE EXPANSION JOINT
THICKENED EDGE
R
OR CONSTRUCTION JOINT (DOWELLED)
CONTRACTION JOINT (WITHOUT TIE BARS)
6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC
SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR
LEGEND
CONSTRUCTION JOINT (WITH TIEBARS)
CONTRACTION JOINT (WITH TIEBARS) OR
.7 5'
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
F C
D R
C P
A .d g n
P A
V
IN
G O
P T
IO
N
J O
IN
T P
L A
N W .C
D A
V E
N P
O R
T
CP403A
/2
/2
W .C
D A
V E
N P
O R
T A
R E
A
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
W F
R
F .F .E
.6
B U
IL
D
IN
G
F .F .E
.4
B U
IL
D
IN
G
3F .F .E
.8
B U
IL
D
IN
G
F .F .E
.0
B U
IL
D
IN
G
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
W G
G
G
W
S
S
S
T
GATEGATE
GATE
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
GATE
GATE
RIP RAP MATRIP RAP MAT
GRASS DRAINAGE SWALE
RIP RAP MAT
RIP RAP MAT
GRADING AND SEEDING LIMIT
GRASS DRAINAGE SWALE
GRADING AND SEEDING LIMIT
GRASS DRAINAGE SWALE
RIP RAP MAT
RIP RAP MAT
TT
W
G
COCO
T
WT
TT
CO
W
W
T
T
T
B
CO
B
B B
B B
B
B B B
BB
PB
B B
B M
B
B
B
B B
M
M
M
M
MM
T
W
T
B
B
B G
M
B
T
T
TS
T
T
T
ST
S
T
T
T
T
B
B
B
B
B B
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
M
B
T T
S
T
BBB
B
PB
CP
CP
M
M
CP
T
CO
MM
M
T
BTBBBB
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
T
W
WT
W
T
C
PB
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
TW
W
WG
N
KEYPLAN SCALE: 1" = 1000'
IP
FFE = 6223'
SUPPORT FACILITY
FIRE STATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:35 AM 3/9/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCE101
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
F C
D R
C E .d g n
W .C
D A
V E
N P
O R
T
CE101
A R
E A
/2
/2
W .C
D A
V E
N P
O R
T
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
LEGEND
GRASS DRAINAGE SWALE
E R
O S
IO
N C
O N
T R
O L P
L A
NIP
SF
RIP RAP MAT
SILT FENCE
INLET PROTECTION
GENERAL NOTES:
1.
2.
SEE SPECIFICATION 32 93 00 FOR WEED CONTROL
FABRIC AND EDGING REQUIREMENTS.
SCALE: 1" = 40'
40' 80'0
N
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
FIELD MIX SEEDING
EROSION CONTROL MAT AND
G
E N
E R
A L R
E V
IS
IO
N S
W F
R
3.
SEE SPECIFICATION 32 92 19 FOR SEEDING REQUIREMENTS.
THE DRAINAGE SWALE AND WITH A SLOPE LESS THAN 3:1
CONTROL MAT AND FIELD MIX SEEDING FOR AREAS OUTSIDE
HYDROSEEDING MAY BE USED AS AN ALTERNATIVE TO EROSION
/1
/2
F .F .E
.6
B U
IL
D
IN
G
F .F .E
.4
B U
IL
D
IN
G
3F .F .E
.8
B U
IL
D
IN
G
F .F .E
.0
B U
IL
D
IN
G
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
W G
G
G
W
T
GATEGATE
GATE
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
GATE
GATE
RIP RAP MATRIP RAP MAT
GRASS DRAINAGE SWALE
RIP RAP MAT
RIP RAP MAT
GRADING AND SEEDING LIMIT
GRASS DRAINAGE SWALE
GRADING AND SEEDING LIMIT
GRASS DRAINAGE SWALE
RIP RAP MAT
RIP RAP MAT
TT
W
G
COCO
T
WT
TT
CO
W
W
T
T
T
B
CO
B
B B
B B
B
B B B
BB
PB
B B
B M
B
B
B
B B
M
M
M
M
MM
T
W
T
B
B
B G
M
B
T
T
TS
T
T
T
ST
S
T
T
T
T
B
B
B
B
B B
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
M
B
T T
S
T
BBB
B
PB
CP
CP
M
M
CP
T
CO
MM
M
T
BTBBBB
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
T
W
WT
W
T
C
PB
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
TW
W
WG
N
KEYPLAN SCALE: 1" = 1000'
IP
FFE = 6223'
SUPPORT FACILITY
FIRE STATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:22:18 AM 3/9/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCE101A
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
LEGEND
GRASS DRAINAGE SWALE
IP
SF
RIP RAP MAT
SILT FENCE
INLET PROTECTION
SCALE: 1" = 40'
40' 80'0
N
F
IR
E S
T A
T
IO
N S
U P
P O
R T F
A C
IL
IT
Y
G A
T E
FIELD MIX SEEDING
EROSION CONTROL MAT AND
F C
D R
C E
A .d g n
T U
R N A
R O
U N
D O
P T
IO
N
W .C
D A
V E
N P
O R
T
CE101A
A R
E A
/2
/2
W .C
D A
V E
N P
O R
T
A N
S I
D
D F
E C
H N
E R
D F
E C
H N
E R
E R
O S
IO
N C
O N
T R
O L P
L
F
R
GENERAL NOTES:
1.
2.
SEE SPECIFICATION 32 93 00 FOR WEED CONTROL
FABRIC AND EDGING REQUIREMENTS.
3.
SEE SPECIFICATION 32 92 19 FOR SEEDING REQUIREMENTS.
THE DRAINAGE SWALE AND WITH A SLOPE LESS THAN 3:1
CONTROL MAT AND FIELD MIX SEEDING FOR AREAS OUTSIDE
HYDROSEEDING MAY BE USED AS AN ALTERNATIVE TO EROSION
A
M
G
E N
E R
A L R
E V
IS
IO
N S
/1
/2
B
B
B B
B B
B
B B B
BB
6"
F .F .E
.6
B U
IL
D
IN
G
4"
4"
6"
4"
F .F .E
.4
B U
IL
D
IN
G
4"
6"
4"
4"
F .F .E
.8
B U
IL
D
IN
G
4"
6"
6"
4"
4"
SUPPLY POINT
AMMUNITION
4"
4"
F .F .E
.0
B U
IL
D
IN
G
4"
4"
B
4"
B
B
4"
6"
B
B
B
4"
4"
B B
4"
4"
8"
4"
4"
4"
4"
WILDERNESS ROAD
6"
6"
6"
6"
6"
6"
4"
4"
6"
WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
B
12"12"
WILDERNESS ROAD
B
B
B
B
B
GATEGATE
B
WILDERNESS ROAD
B
GATE
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
B
BBB
B
GATE 6
F.F.E.=6224.313
BLDG #9500
#9501
CANOPY
B
BBBB
GATE
W/BARBED WIRE
6' CHAIN LINK FENCE
WILDERNESS ROAD
WILDERNESS ROAD
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' B A R B E D W
IR
E
FE
N C E
W
ILDERNESS ROAD
GATE
GATE
6"
A R
B E
D W
IR
E
C
H A
IN
L
IN
K F
E N
C E
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W/BARBED WIRE
7' CHAIN LINK FENCE
6' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
W
/BARBED W
IRE
7' CHAIN LINK FENCE
4' RAILROAD TIE FENCE
4' RAILROAD TIE FENCE
T
10" PVC NW = 6198.824
10" PVC SW = 6198.737
RIM = 6208.318
10" PVC SE = 6191.532
10" PVC NE = 6191.740
RIM = 6208.801
T
T
T
5/8" REBAR W/ALUMINUM CAP
ELEV = 6213.499
EASTING = 3193047.453
NORTHING = 1316316.473
IH 21-19 A
B
B
B
B
B
4' TALL W
OOD FENCE
4' TALL W
OOD FENCE B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
K-RAIL K-RAIL
B
B B
B
B
B
B
B
T
10" PVC SW = 6216.570
10" PVC SW = 6210.651
10" PVC SE = 6210.387
RIM = 6221.034
T
K-RAIL K-RAIL
BBB
B
END OF LOCATEEND OF LOCATE
M M
CP
T
BLOCK WALL
7' TALL CONCRETE
BLOCK WALL
7' TALL CONCRETE MM
GATE 6
HEATER
F.F.E.=6224.313
BLDG #9500
8' TALL CHAIN LINK FENCE
#9501
CANOPY
B B
K-RAILK-RAIL
BB
3' TALL RAILROAD TIE FENCE
7' TALL CHAIN LINK FENCE
3' TALL RAILROAD TIE FENCE
B
WILDERNESS ROAD
W
ILDERNESS ROAD
CB
CB
G
G
G
G
G
G
T
T
ST
T
M
T
S
PB
CP
CP
CO10
T
T
OUT (SW) = 6198.74
IN (NW) = 6198.82
IN (NW) = 6198.83 (NEW)
TO FINISHED GRADE)
(EXISTING: ADJUST
6208.32
0 + 00EXISTING SSMH
OUT ( SE) = 6210.08
4" IN (W) LOWER=6210.42
4" IN (W) UPPER= 6216.65
6221.253 + 78SSMH #1
OUT (E) = 6217.71
IN (W) = 6217.71
6222.504 + 30
(BUILDING CONNECTION)
4" TWO-WAY CLEANOUT
INVERT ELEV.RIM ELEV.STATIONSTRUCTURE
SANITARY SEWER SCHEDULE
IN (S) = 6214.006222.000 + 00500 GALLON HOLDING TANK
OUT (N) = 6216.006222.500 + 806" CLEANOUT
OUT (E) = 6217.71
IN (W) = 6217.71
6222.50VARIES
(TRENCH DRAIN CONNECTIONS)
4" TWO-WAY CLEANOUTS (4 EA.)
INVERT ELEV.RIM ELEV.STATIONSTRUCTURE
INDUSTRIAL WASTE SCHEDULE
W5 W6
W7
W8
SS4
SS5
IW1
IW3
IW5
IW2
IW4
W4
W4
W4
W3
W2
W2
W9
W10
W9
W4
W3
SS2
W2
W1
W4
W4
W4
W3
W3
W2
SS3
W4
W2
W1
W2
SS1
500 GALLON INDUSTRIAL WASTE HOLDING TANK. SEE SPECS.IW5
6" INDUSTRIAL WASTE. APPROX. 80 L.F. AT 2% SLOPE.IW4
SEE SCHEDULE.
6" CLEANOUT. SEE DETAIL B7/CU504. ELIMINATE WYE BRANCH.IW3
4" INDUSTRIAL WASTE (TYPICAL OF 4). APPROX 10 L.F. EACH AT 2% SLOPE.IW2
SEE PLUMBING FOR CONTINUATION.
4" TWO-WAY CLEANOUT (TYPICAL OF 4). SEE DETAIL B3/CU504.IW1
SEE SCHEDULE AND PLUMBING FOR CONTINUATION.
4" TWO-WAY CLEANOUT. SEE DETAIL B3/CU504.SS5
4" SANITARY SEWER. APPROX. 50 L.F. AT 2.0% SLOPE.SS4
SSMH #1. DROP MANHOLE. SEE DETAIL A2/CU503. SEE SCHEDULE.SS3
8" SANITARY SEWER. APPROX. 375 L.F. AT 3.0% SLOPE.SS2
GRADE. SEE SCHEDULE
CONNECT TO EXISTING SSMH. ADJUST RIM TO FINISHEDSS1
8" POST INDICATOR VALVE. SEE DETAIL B2/CU502W10
8" FIRE WATER. SEE FIRE SUPPRESSION FOR CONTINUATIONW9
3" WATER. SEE PLUMBING FOR CONTINUATIONW8
6" X 3" REDUCERW7
FIRE HYDRANT ASSEMBLY. SEE DETAILS ON SHEET CU502W6
6" WATERW5
10" WATERW4
10" X 45º BENDW3
10" GATE VALVE. SEE VALVE DETAILS ON SHEET CU501W2
10" X 10" X 10" CUT-IN TEEW1
KEYED NOTES:
GENERAL NOTE:
SOILS IN NEARBY PROJECT AREAS RANGE UP TO APPROXIMATELY 30% BY VOLUME.
NEAR THE SURFACE TO 12' DEEP (AND BELOW). COBBLE CONTENT OF EXISTING
COBBLES ARE EXPECTED TO BE ENCOUNTERED IN EXCAVATION AT DEPTHS 1.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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B
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D
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F
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2 3 4 5 6 7 8 9 10
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
N
KEYPLAN SCALE: 1" = 1000'
FFE = 6223.00'
SUPPORT FACILITY
FIRE STATION
CO
CO
CO
CO
CO
CO
0+
1+
2+
8+00
9+00
0+
1+
8+50
9+50
0+00
0+78
0+50
0+
1+
2+
3+
0+
1+
2+
3+
0+00
1+00
0+50
0+00
1+00
0+50
PIV S
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:04:52 PM 3/7/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCU101
A H
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F
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A M
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A P
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O L A
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TYPICAL PIPE SUPPORT
CASING ARRANGEMENT
36 0.625
0.50032
24 0.500
0.37520
0.31218
0.31216
0.31214
0.25012
STEEL CASING
EACH END OF CASING
2' MAX. FROM
8' MAX. STEEL
BETWEEN SPACERS
2' MAX. ON EITHER
SIDE OF BELL OR
MECHANICAL JOINT
A
A
17lb ANODE
INSTALL
(TYP.)
RIBBED
FLANGE
LINER
RUNNER
SHELL
END SEAL
CASING
RUBBER
CASING
CARRIER PIPE
CASING
SPACER 1/2" WIDE STAINLESS
STEEL
BANDS
(TYP.)
RESTRAINT
BELL
(TYP.)
1" MIN.
CLEARANCE
RUNNER
CASING
CASING PIPE
NOMINAL SIZE (IN)
MIN. THICKNESS
(IN)
CASING PIPE MINIMUM SIZES AND THICKNESSES
BASED ON ACTUAL LOADING AND SITE CONDITIONS
RECOMMENDATIONS.
THE CASING, OR IN ACCORDANCE WITH PIPE MANUFACTURERS
SUBSEQUENT SPACERS SHALL BE PLACED AT 8' INTERVALS WITHIN
CASING AND ON EITHER SIDE OF EACH BELL OR MECHANICAL JOINT.
ONE SPACER SHALL BE PLACED MAX. 2' FROM EACH END OF1.
PLACEMENT OF SPACERS ON CARRIER PIPE:
EITHER END OF THE CASING.
END SEALS SHALL BE USED TO ENSURE A WATER TIGHT SEAL ON 1.
END SEALS:
CASING SHALL BE CATHODICALLY PROTECTED.1.
CATHODIC PROTECTION:
BASED ON E80 LOADING
CASING PIPE MINIMUM SIZES AND THICKNESSES ARE
(CENTERED/RESTRAINED)
SECTION A-A
SPACER
PLAN
A
A
CARRIER PIPE
2' MAX. 2' MAX.
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U .S
A R
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:09:46 PM 3/8/2023
...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCU505
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B
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WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
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WILDERNESS ROAD
T
T
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B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
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B B
B
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B
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B B
B
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TT
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M M
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DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg3:11:37 PM 3/10/2023
...\...\FCDR\...\FCDRES401.dgn
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K P
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U .S
A
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3J
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ES
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PUMP
1CG
GAS PUMP LEGEND:
GAS PUMP KEYED NOTES:#
WITH NFPA 30A.
25' FROM PUMP. PROVIDE NECESSARY SIGNAGE IN ACCORDANCE
BUILDING IS NOT AWADED, MOUNT EFSO BUTTON ON A PEDISTAL
INTEGRATE INTO PUMP CONTROL. IF BID OPTION FOR STORAGE
4. PROVIDE EMERGENCY FUEL SHUTOFF MOUNTED TO BUILDING.
INTRINSICALLY SAFE WIRING ONLY PER NFPA 70.
TWISTED PAIR, 16 AWG, OR AS REQUIRED BY MANUFACTURER.
3.INTERSTITIAL SENSOR(S) NEW LEVEL CONTROL. USE SHIELDED
INTRINSICALLY SAFE WIRINGONLY PER NFPA 70.
PAIR, 16 AWG, OR AS REQUIRED BY MANUFACTURER.
2. LEVEL GAUGE CONNECTION POINT, USE SHIELDED TWISTED
1. NEW FUEL TANKS MOUNTED DISPENSER AND PUMP.
TANK PUMP MOTORM
JUNCTION BOXJ
GAS PUMP GENERAL NOTES:
1. SEE EP SERIES SHEETS FOR ADDITIONAL INFORMATION.
J J
SCALE: 1" = 5'
5' 10'0
N
N
KEYPLAN SCALE: 1" = 1000'
A
M
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A L
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V
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S
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T
T
B
B
B
B
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WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B
B
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BBB
B
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B
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B B
B
B B B
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B
B
B
B
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WILDERNESS ROAD
WILDERNESS ROAD
WILDERNESS ROAD
B
B
B
B
WILDERNESS ROAD
T
T
T
T
B
B
B
B
B B
WILDERNESS ROAD
B
B
B
B
B
B B
B
B
B
B
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B
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B
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T
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DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg3:11:45 PM 3/10/2023
...\...\FCDR\...\FCDRTS101.dgn
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US Army Corps
U .S
A
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HH-106F
1CG
2CG
2C
2C
1CG
J J
KEYED NOTES:
7. SEE ENLARGED VIEW ES401.
INSTALL A NEW SPLICE CASE IN HH1106E.
6. CONTRACTOR SHALL PERFORM A MID-SPAN SPLICE AND
SYSTEM FOR MONITORING.
5. CONNECT GENERATOR/ FUEL PUMP TO BULDING CONTROL
PANEL (ITCP) TO INDUSTRIAL TANK TO MONITOR TANK LEVELS.
4. COMMUNICATION CIRCUIT FROM INDUSTRIAL TANK CONRTOL
DEGREE ANGLES.
SHALL BE HH-106F. ENTRY TO HANDHOLES SHALL BE AT 90
3. NEW 4'x4'x6' HANDHOLE. PERMANENT NUMBER PER RNEC
DUCTBANK.
CABLE BURIED IN 2-4" HARDENED CONCRETE ENCASED
2. NEW 12 STRANDED DIELECTRIC SINGLE MODE FIBER OPTIC
FIBER NORTH AS INDICATED.
12 STRAND SMFO, CABLE FO 11-06, STRANDS 13-24. ROUTE
1. EXISTING HANDHOLE HH1106E. CONTRACTOR SHALL SPLICE
SCALE: 1" = 40'
40' 80'0
N
N
KEYPLAN SCALE: 1" = 1000'
®of Engineers
US Army Corps
U .S
A
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DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg3:11:53 PM 3/10/2023
...\...\FCDR\...\FCDRTS501.dgn
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2 3 4 5 6 7 8 9 10
SHEET ID
CONCRETE ENCASEMENT
FINISHED GRADE
NOT TO SCALE
TRACER WIRE
INNERDUCTS
" HDPE CORRUGATED 4
(3) 1
(2) 4" CONDUITS
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
SELECT SOIL BACKFILL
CONCRETE ENCASED DUCT BANK
TELECOMMUNICATION (2) - 4" SCH. 40 PVC
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
4"
6"
6"
4"
ELEVATION
4'-0"
2'-0"
4'-0"
1'-0"
REQUIRED
DUCTS AS
GROUND ROD
A-A
SECTION
#5
12"
#5 @ 7"
12"
A A
8. HANDHOLES WILL NOT BE INSTALLED IN HARDSTAND OR SHOULDERS.
7. CAST THE LABEL "COMMUNICATIONS" IN THE HANDHOLE LID.
6. PROVIDE KNOCKOUTS FOR DUCTS ON ALL SIDE OF HANDHOLE.
5. WALLS AND FLOORS SHALL HAVE BARS AT 7" SPACING.
4. PULLBOX DESIGNED FOR H-20 LOADING (32,000 LBS. SINGLE AXLE LOAD OVER A 10" x 20" AREA).
3. A MINIMUM OF 12" HOOK AT CORNERS AND INTERSECTIONS IS REQUIRED.
2. BARS SHALL BE ON CENTER IN WALLS AND FLOOR.
1. ALL BARS SHALL BE A NO. 5 ROUND DEFORMED.
DETAIL 4 NOTES:
FRAME (BELOW)
SUMP COVER AND
C-I-P)
(PRE-CAST OR
CONCRETE
6" REINFORCED
TS501 NOT TO SCALE
4x4x6 HANDHOLE
NEW PRECAST COMMUNICATIONS
TS501
FINISHED GRADE
TS501 NOT TO SCALE
TRACER WIRE
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
(2) 2" CONDUITS
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
SELECT SOIL BACKFILL
DIRECT BURIED CONDUIT DUCT
TELECOMMUNICATION (2) - 2" PVC
2CG
TS501 NOT TO SCALE
TRACER WIRE
SEE DETAIL 5 NOTE 11.
DIRECT BURIED CONDUITS.
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
(1) 2" CONDUITS
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
SELECT SOIL BACKFILL
DIRECT BURIED CONDUIT DUCT
TELECOMMUNICATION (1) - 2" PVC
1CG
FINISHED GRADE
SEE DETAIL 5 NOTE 11.
DIRECT BURIED CONDUITS.
2C ®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
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A M
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R A
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5' - 6" 3' - 0" 13' - 1" 3' - 4"
1' - 3"
6' - 6" 3' - 0"
1' - 4"
3' - 0" 5' - 0" 3' - 0"
1' - 4"
3' - 0" 5' - 6"
FITNESS RM.
A-302
A
A
A
A A
A
A-400
A
DORM
DORM
OFFICE
DORM
KITCHEN
PANTRY
DAY ROOM
ELEC.
VESTIBULE
MECH. ROOM
CREW OPEN OFFICE
SHWR/TLT A
SHWR/TLT B
STORAGE
STORAGE
DORM
CORRIDOR
13' - 2" 4' - 5" 1' - 3" 5' - 7" 28' - 6"
D
A
C.2
1 2 3
C
A
STORAGE
22A
TELECOM ROOM
1"
CORRIDOR
13' - 2" 4' - 5" 7' - 1" 5' - 6" 1' - 7" 7' - 4" 13' - 9"
5' - 6" 3' - 0" 11' - 8" 3' - 0" 5' - 9" 3' - 4" 3' - 11" 3' - 4" 5' - 2" 4' - 4" 4' - 9"
22D
1B
1B
2B
2B
2B
1C
1 2
A -1
PATIO
A -1
AA
B
LAUNDRY
A-431
A A
A-431
C
B
A-433 B
C
D
A
A-432
A
B
C
D
AA
A
A
A-300
A-301
A-301
F
A-703
DORM
A.8
B
A-420
A-420
8' - 5" 14' - 3"
25' - 11" 27' - 7"
3B
1' - 0"
A-800
C
1B
1B
FURR AROUND STRUCTURAL
MEMBERS AS NECESSARY TO HIDE
FROM VIEW IN FINISHED ROOM, TYP.
A-511
C
TB
MB
MB
MB
MB
22' - 4"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
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D R
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D E
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B Y
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1 2 3 4 5
D
C
B
A
A-111
F L O
O R
P L A
N A
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A A
F O
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C A
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O N
C
O L O
R A
D O
O M
A H
A D
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A P
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A H
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A W
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3/16" = 1'-0"1
FLOOR PLAN - AREA A
GENERAL NOTES:
1. SEE A-410 FOR WALL TYPE DETAILS
2. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE LOCATED 4" AWAY FROM ADJACENT
PERPENDICULAR WALLS UNLESS INDICATED OTHERWISE.
3. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTER LINE OF THE
DOOR PANEL IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.
4. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS.
5. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.
6. DOOR SCHEDULES MAY BE FOUND ON A-610 SHEET.
7. WINDOW SCHEDULES MAY BE FOUND ON A-610 SHEET.
8. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND SMOKE RATED WALLS AND PARTITIONS.
FIRE STATION ROOM SCHEDULE
ROOM NO NAME
00 VESTIBULE
01 STORAGE
02 DORM
03 DORM
04 DORM
05 DORM
06 OFFICE
07 DORM
08 KITCHEN
09 PANTRY
10 LAUNDRY
11 SHWR/TLT B
12 STORAGE
13 SHWR/TLT A
14 FITNESS RM.
15 TELECOM ROOM
16 CREW OPEN OFFICE
17 STORAGE
18 DAY ROOM
19 ELEC.
20 MECH. ROOM
21 WORK ROOM
22 APPARATUS BAY
23 CORRIDOR
24 CORRIDOR
25 PATIO
26 STORAGE BUILDING
0 4' 8' 12'
KEYPLAN
NO SCALE
AREA "A" AREA "B"
PLAN NORTH
FLOOR PLAN ORIENTATION NOTE:
SITE PLAN DRAWINGS AND BUILDING PLAN DRAWINGS SHOW DIFFERENT BUILDING
ORIENTATIONS AND PROXIMATIES. SITE PLAN DRAWINGS ARE ORIENTED TRUE NORTH.
BUILDING PLANS ARE ORIENTED WITH TRUE NORTH TO THE RIGHT ON THE SHEET.
CONTRACTOR SHALL TAKE CARE TO COORDINATE WORK ACCOUNTING FOR DIFFERENCE
IN SITE PLAN AND BUILDING PLAN ORIENTATIONS.
M A
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A-300
A-301
1 2 3 5 64
F.F.E.
100' - 0"
F.F.E.
100' - 0"
T.O. HIGH BAY RIDGE
133' - 3 1/2"
T.O. WAINSCOT
103' - 6"
T.O. FOLDING DOOR
115' - 4"
T.O. LOW BAY RIDGE
123' - 6"
A-300
CANOPY WRAPPED
COLUMN IN METAL
PANEL MATERIAL.
IMR
AW
MF
DS
WC
KB
LS
LSDS
SG
IMP
DSMCCMCC
GTR
SG
GTR
DS SB SB SB SB SBFD
DS DS
IMR
IMP
FD FD FD
WC
LS
SD
BN
4 4
A-302
DA C
F.F.E.
100' - 0"
T.O. HIGH BAY RIDGE
133' - 3 1/2"
T.O. WAINSCOT
103' - 6"
T.O. LOW BAY RIDGE
123' - 6"
A-301
A-301
B
L-4
RP
RP
SG SG
GTR
GTR GTR
GTR
IMP
IMP
WC
LS
IMR
MF
MF
AW
MF
IMR
MF
MCC
WC
LS
BN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
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E
C H
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K E
D B
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A N
S I 'D
F
IL
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N A
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IS
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D A
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C O
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N O
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A
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N N
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1 2 3 4 5
D
C
B
A
A-2…
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