Am_0010_Dwgs_Vol1.pdf
PDF 2 MB Posted
- Solicitation number
- W9128F-21-R-0051
About this file
This document package includes construction drawings and specifications for the Solicitation W9128F-21-R-0051, B-21 Washrack and Maintenance Hangar project at Ellsworth Air Force Base in South Dakota. Key details include the project scope of constructing a new washrack and maintenance hangar, with related site work and utilities. The drawings show plans, sections, and details for grading, paving, drainage, and structural elements. Specifications cover items such as asphalt, concrete, foundations, and utilities. The solicitation is for design-bid-build project delivery and was issued by the U.S. Army Corps of Engineers. The bid due date is not provided but the design is labeled as 100% complete. Construction is anticipated to begin in fiscal year 2022.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Am_0011.pdf | ||
| Am_0010_Dwgs_Vol3.pdf | ||
| Am_0010.pdf | ||
| Am_0009.pdf | ||
| Am_0008.pdf | ||
| Am_0007.pdf | ||
| Am_0006.pdf | ||
| Am_0005.pdf | ||
| Am_0004.pdf | ||
| W9128F21R0051 - Washrack - RTA Drawings - VOLUME I-.pdf | ||
| Am_0003.pdf | ||
| W9128F21R0051 - Washrack - RTA Drawings - VOLUME III.pdf | ||
| W9128F21R0051_Specifications_Am3.pdf | ||
| W9128F21R0051 - Washrack - RTA Drawings - VOLUME II.pdf | ||
| Am_0002.pdf | ||
| Am0001_W9128F21R0051.pdf | ||
| 21-R-0051_Specifications.pdf |
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Text version
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PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
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10" IW21
8" W20
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T
SH
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LD
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C O
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FO
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D
AT
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MH
S
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CB
CB
CB
COCO
CO
CO
CO
CO
CB CB
A
I
I
IWMH 23B
EXISTING SSMH 20A
SDDI 24A
SDDI 23G
SDDI 23F
SDDI 23E
SDDI 23D
I
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IWMH 23A
I
S S
MH
S
MH
CO
CO
CO
CO
CO
CO
CO
CO
6.
6.
.50
.50
.50
.20
.94
.69
.45
.64
.81
.98
.15
.15
.14
.14
.13
.14
.15
.40
.29
.25
.21
.02
.58
.48
.68
.89
.10
.98
.87
.75
.82
.95
.35
.20
.19
.17
.16
.15
.16
.17
.46
3223.67
.41
.38
.34
.31
.27
.23
.19
.15
.12
.09
.05
.02
.98
.95
.90
.86
.83
.80
.76
.72
.70
.66
.63
.59
.56
MATCH3223.26
MATCH3223.26
MATCH3223.15
3223.35
3223.44
3223.48
3223.54
3223.63
3223.73
3223.82
3223.90
3223.97
3224.03
3224.09
3224.15
3224.22
3224.20
3223.94
.80
.81
.76
.93
.05
.12
.53
.49
.68
.68
.50
.50
.50
.80
.50
.50
.50
.50
.50
.50
.84
.80
.80
.80
.50
.50
.50
.50
.50
.50
.50
.50
.18
.17
.15
.84
.81
.78
MATCH3223.24
MATCH3223.29
MATCH3223.21
3224.27 3224.21
3224.45
3224.20
3224.11
3224.06 3224.23
3224.00 3224.16
3224.20
3224.13
3224.09
3223.93 3224.06
3223.86 3224.00
3223.76 3223.91
3223.69 3223.88
3223.84
3223.58 3223.81
3223.77
3223.73
3223.49
3223.47
3223.40
3223.31
3224.50
3224.50
3224.50
3224.50
3224.50
.20
.73
.73
.74
.66
.66
.66
.59
.59
.59
.51
.51
.51
.44
.44
.44
.37
.37
.37
.29
.29
.29
.22
.22
.22
.18
.31
.43
.56
.68
.39
.27
.35
.24
.15
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.88
.90
.02
MATC
H
.24
MATC
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.90
MATC
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.55
.86
MATC
H
.54
MATC
H
.53
MATC
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.85
.43
.28
MATC
H
.17
MATCH3223.10
MATC
H
.02
MATC
H
.21
MATCH
3223.12
MATCH
3223.31
MATCH
3224.14
MATCH
3223.50
MATCH
3223.55
MATCH
3223.56
MATCH
3223.68
MATCH
3223.72
MATCH
3223.74
MATCH
3223.76
MATCH
3223.83
MATCH
3223.85
MATCH
3223.87
MATCH
3223.91
MATCH
3223.94
MATCH
3223.91
MATCH
3223.97
MATCH
3224.02
MATCH
3224.04
MATCH
3224.09
MATCH
3223.35
MATCH
3223.33
3223.93 3223.91
3224.18 3224.18
3224.09 3224.08
3223.71 3223.70
.83
MATC
H
.91
MATC
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.09
MATC
H
.93
MATC
H
.11
MATC
H
.16
MATC
H
.44
MATC
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.21
3223.42
3223.28
MATCH
3223.44
3223.54
3224.50
.50
3224.94
.94
RIM = 3223.39
US Army Corps of Engineers ®
SHEET ID
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MATCHLINE: SEE SHEET CP113 FOR CONTINUATION
CP111
PA
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PL
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K.
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B1 PAVEMENT JOINTING ELEVATION PLAN - AREA 1
SCALE: 1"=20' 20' 40'0
PLAN
NORTH
KEY PLAN
1 2
3 4
M
AT
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LI
N
E:
S
EE
S
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F O
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TI
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PAVEMENT JOINTING NOTES:
1. SEE NOTES ON SHEET CP101.
FUTURE PAVING BY RF
HANGAR PROJECT
H
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RIM: 3222.75
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RIM: 3222.80
TEMP SDMH-20ETEMP SDMH-20F
BID OPTION:
ASPHALT SHOULDER
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CO
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RIM: 3222.75
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.72
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.31
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.29
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.58
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.31
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.26
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.31
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.11
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.31
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.49
.60
.72
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.31
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.35
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.73
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.31
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3223.21
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.23
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3223.44
.31
.31
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3223.55
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.32
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3223.53
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3223.41
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3223.30
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3224.50
3224.50
3224.50
3224.50
3224.50 32
.31
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3224.50
.50
3224.94
.94
US Army Corps of Engineers ®
SHEET ID
U S
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MATCHLINE: SEE SHEET CP114 FOR CONTINUATION
CP112
PA
VE
M
EN
T
JO
IN
TI
N G
E
LE
VA
TI
O N
PL
AN
AR
EA
K.
W
AR
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D . M
U
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IN
G
R . B
AR
U
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B1 PAVEMENT JOINTING ELEVATION PLAN - AREA 2
SCALE: 1"=20' 20' 40'0
PLAN
NORTH
KEY PLAN
1 2
3 4
M
AT
C H
LI
N
E:
S
EE
S
H
EE
T C
P1
F O
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O N
TI
N
U
AT
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N
FUTURE APRON PAVING
BY PHASE HANGAR
FUTURE PAVING BY RF
HANGAR PROJECT
PAVEMENT JOINTING NOTES:
1. SEE NOTES ON SHEET CP101.
AP
R
AM
-0
- A M
EN
D
M
EN
T
S
CO
CO
CO
CO
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CO
CO
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B B
B B
B B
B B
B B
B B
B B
I
I I IWMH 20E
IWMH 20D
IWMH 21A
SSMH 21C
SDDI-20A
RIM: 3222.70
SDMH 22A
BID OPTION:
ASPHALT SHOULDER
I
I
I
IWVV
IWMH 21B
IWMH 21C
EX CB
RIM: 3221.02
CB
CO
CO
CO
CO
CO
COCO
COCO
3223.18
.97
.13
.29
.43
.57
.70
.82
.95
.12
.31
.77
.75
.93
3223.05
.97
.13
.29
.43
.57
.70
.83
.95
.12
.31
.77
.75
.92
3223.05
.98
.15
.30
.44
.58
.71
.83
.96
.12
.31
.88
.86
.97
3223.12
.00
.17
.32
.46
.60
.73
.85
.96
.12
.31
.99
.97
.05
3223.20
.11
.21
.36
.50
.63
.75
.86
.96
.12
.31
.09
.08
.12
3223.27
.22
.24
.47
.57
.67
.76
.86
.96
.12
.31
.20
.18
.23
3223.35
.33
.34
.44
.57
.67
.76
.86
.96
.12
.31
.31
.29
.34
3223.42
.19
.21
.27
.39
.53
.67
.82
.96
.12
.31
.18
.16
.21
3223.31
.95
.97
.10
.24
.39
.55
.73
.93
.12
.31
.94
.92
.97
3223.12
.71
.79
.93
.08
.23
.40
.59
.83
.05
.25
.70
.68
.74
3222.93
.47
.61
.75
.90
.05
.21
.40
.60
.78
.99
.45
.44
.54
3222.73
.31
.45
.59
.72
.86
.01
.17
.28
.44
.65
.23
.22
.37
3222.56
.17
.31
.46
.57
.68
.80
.90
.00
.16
.35
.03
.03
.21
3222.40
.50
.45
.40
.42
.43
.45
.47
.52
.63
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.12
.31
.21
.83
.50
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.5032
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.50
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.31
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3223.83
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.76
.86
.68
.78
.10
.15
.30
.45
.55
.66
.66
.56
.45
.31
.19
.21
.87
.96
.96
.11
.11
.31
.31
.50
.50
.50
.50
.31
.11
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.86
.86
.31
.46
.56
.66
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.76
.76
.00
.11
.22
.30
.32
.33
.97
.32
.40
.50
.59
.31
.50
.11
.96
.86
.31
.50
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
EN
G
IN
EE
R
S
D R
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B Y:
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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
P
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AS
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F
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P R
IC
IN
G O
C T
MATCHLINE: SEE SHEET CP112 FOR CONTINUATION
CP114
PA
VE
M
EN
T
JO
IN
TI
N G
E
LE
VA
TI
O N
PL
AN
AR
EA
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
U
TH
B1 PAVEMENT JOINTING ELEVATION PLAN - AREA 4
SCALE: 1"=20' 20' 40'0
PLAN
NORTH
KEY PLAN
1 2
3 4
M
AT
C H
LI
N
E:
S
EE
S
H
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T C
P1
F O
R C
O N
TI
N
U
AT
IO
N
PAVEMENT JOINTING NOTES:
1. SEE NOTES ON SHEET CP101.
FUTURE APRON PAVING BY
PHASE HANGAR PROJECT
LO HANGAR PROJECT BY
SEPARATE CONTRACT
AP
R
AM
-0
- A M
EN
D
M
EN
T
| CG102 - GRADING PLAN - AREA 2 |
| CG104 - GRADING PLAN - AREA 4 |
| CG106 - GRADING PLAN - AREA 6 |
| CG521 - PAVEMENT CROSS SECTIONS 1 AND 2 |
| CP111 - PAVEMENT JOINTING ELEVATION PLAN - AREA 1 |
| CP112 - PAVEMENT JOINTING ELEVATION PLAN - AREA 2 |
| CP114 - PAVEMENT JOINTING ELEVATION PLAN - AREA 4 |
File details come from the government source that posted it. Updated .