Am_0002_Dwgs.pdf
PDF 4 MB Posted
- Solicitation number
- W9128F23R0048
About this file
This solicitation requests proposals for a parking lot construction project at Offutt Air Force Base in Nebraska. The project scope includes minor grading, removal of existing light poles and trees, concrete pavement, electrical utility work for parking lot lighting, parking lot lighting, pavement striping, and installation of a passive cable barrier vehicle intrusion management system. The estimated construction costs range between $1,000,000 to $5,000,000. The solicitation is restricted to economically disadvantaged women-owned small businesses. The contractor must commence work within 10 days of notice to proceed and complete the project within 450 calendar days. Liquidated damages will apply for failure to meet the completion deadline. Performance and payment bonds are required. Proposals are due by July 19, 2023 at 2:00 PM Central Time. Inquiries must be submitted through the ProjNet website.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W9128F23R0048-0004.pdf | ||
| W9128F23R0048-0003.pdf | ||
| Am_0002_Specs.pdf | ||
| W9128F23R0048-0002.pdf | ||
| W9128F23R0048-0001.pdf | ||
| SPECS_W9128F23R0048.pdf | ||
| W9128F23R0048.pdf | ||
| OF69 - ADVERTISEMENT-reduced.pdf |
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Text version
EXISTING
GRADE FINAL
GRADE
-0+30 0+00 0+30 0+60
CB1
STA: 0+00
RIM: 964.80
INV. OUT: 961.54
MH1
STA: 0+30.07
RIM: 966.65
INV. IN: 961.30
INV. IN: 961.70
INV. OUT: 961.22
18" RCP
GRADE = 0.80%
18" RCP
GRADE = 0.80%
EX. STUB PIPE
(BY OTHERS)
INV. 961.10
G
EX GAS LINE
SEE SHEET CU101
EXISTING
GRADE FINAL
GRADE
-0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80
MH1
STA: 0+30.07
RIM: 966.65
INV. IN: 961.30
INV. IN: 961.70
INV. OUT: 961.22
12" RCP
GRADE = 1.00%
CI1
STA: 0+00
RIM: 966.29
INV. OUT: 963.10
G
EX GAS LINE
SEE SHEET CU101
EXISTING
GRADE
FINAL
GRADE
-0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10
CB2
STA: 0+00
RIM: 964.90
INV. OUT: 961.12
15" RCP
GRADE = 0.50%
CB3
STA: 1+25.16
RIM: 965.00
INV. IN: 960.44
INV. OUT: 960.19
18" RCP
GRADE = 0.60%
INV. 959.82
EX. STUB PIPE
(BY OTHERS)
G
EX GAS LINE
SEE SHEET CU101
EXISTING
GRADE FINAL
GRADE
-0+30 0+00 0+30 0+60 0+90
CB4
STA: 0+00.01
RIM: 965.00
INV. OUT: 961.93
15" RCP
GRADE = 0.80%
INV. 961.44
EX. STUB PIPE
(BY OTHERS)
EXISTING
GRADE FINAL
GRADE
-0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70
CB5
STA: 0+00
RIM: 965.45
INV. OUT: 962.18
15" RCP
GRADE = 0.80%
CB6
STA: 1+78.75
RIM: 965.45
INV. IN: 960.75
INV. OUT: 959.96
24" RCP
GRADE = 0.80%
INV. 959.47
EX. STUB PIPE
(BY OTHERS)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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C-202
1 SCALE: HORZ 1" = 30' - 0", VERT 1"=5'-0"
DRAINAGE PROFILE - ALGN: STORM DRAIN 1 2 SCALE: HORZ 1" = 30' - 0", VERT 1"=5'-0" DRAINAGE PROFILE - ALGN: STORM DRAIN 1 SPUR 3 SCALE: HORZ 1" = 30' - 0", VERT 1"=5'-0"
PROFILE - STORM DRAIN 2
4 SCALE: HORZ 1" = 30' - 0", VERT 1"=5'-0"
PROFILE - ALGN: STORM DRAIN 3 5 SCALE: HORZ 1" = 30' - 0", VERT 1"=5'-0"
PROFILE - ALGN: STORM DRAIN 4
2 2
AM
. 0
2:
G
EN
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AL
R
EV
IS
IO
N
S
-3 0-
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W W
M
SAN
SAN
S
S
D
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
WW
W
WW
W
W
W
W W
CO
CB
EV
PBEV
PB
PB
EV
EV
EV
PB
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PB
PB
PB E
S
S
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D
CP
CP
W
T
G
CP
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D
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
CO
M
M
COMM
COMM
COMM
COM
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
EV
G
E
E
E
E E
E
E
E
E
E
G
G
SA
N
SA
N
S
CB
G
LP
G
LP
G
LP
G
LP
G
LP
G
COMM
COMM
COMM
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
UNK
UNK
UNK
UNK
UNK
C
CB
T
CO
C
T
C
14"
12"
15"
12" 12"
12"
16"
24"
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
LOOKING GLASS AVENUE
W
E
E
PB
T
PB
M
G
8' CHAIN LINK FENCE
8'
CHAI
N LI
NK
FE
NCE
LOOKING GLASS AVENUE
SA
N
SA
N
9" DIAMETER
3' TALL
4" DIAMETER
3.5' TALL
3' TALL
CONCRETE BARRIER
BLAST SHIELD
SHUTOFF
SHUTOFF
9" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
CONCRETE
BARRIER
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
BUILDING 496
F.F.E. = 968.545
BUILDING
F.F.E. = 968.549
EX
IS
TI
NG B
UILD
IN
G 58
F.F.E. = 970.466
FUEL PIT
RIM = 968.09
15" RCP SW = 964.55
RIM = 968.04
12" RCP S = 963.68
RIM = 966.70
12" RCP SW = 962.11
12" RCP N = 961.65
92" ARCH RCP NW = 958.823
92" ARCH RCP SE = 958.723
12" RCP SW = 963.810
12" RCP NW = 963.841
RIM = 965.966
12" RCP SE = 964.366
TRENCH DRAIN
RIM = 968.86
8" PVC SW = 954.014
8" CLAY NE = 954.21
8" CLAY NW = 955.16
6" CLAY NW = 957.56
RIM = 967.48
8" CLAY SW = 950.88
8" CLAY E = 950.98
8" PVC NW = 951.18
8" CLAY SE = 952.83
RIM = 967.80
10" PVC W = 950.05
8" PVC SW = 950.35
10" PVC NE = 950.20
RIM = 969.211
6" PVC SE = 962.860
8" PVC NW = 962.660
RIM = 966.65
10" PVC NW = 952.89
10" PVC SE = 952.95
10" PVC SW = 954.28
SD
SD
SD
SD
EXISTING
DIESEL
GW
GW
N: 492404.00 E: 2766931.54
N: 492310.50 E: 2766862.23
D
D
D
D
D
D
D
G
G
C
C
C
C
M
S
S
D
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
COM
CB
EV
EV
EV
EV
EV
EV
EVEVPB
EV
PB
PB
PB
W
WT
W
WW
W
WW
W
W
W
W W
W
WW
W
W
W W
W
W
W
W
W
CO
W
CB
EV
EV
EV
PBEV
PB
PB
EVEV
EV
EV
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
E
E
E
PB
PB
PB E
E
PB
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CO
D
D
C
C
C
D
CP
D
T
CP
D
G
D
CP
D
D
T
D
CB
MWD
C
CB
D
T
MW
T
D
T
D
D
T
CB
T
CB
C
C
CB
T
C
W
MW
W
T
G
CP
T S
D
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C
CP
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CI
CI
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CB
G
W
M
ABANDONED IN PLACE
W
G
G
T
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
CP
MM
F
M
MM
M
M
F
MMM
PB
PB
M
M
NI
GHT
W
AT
CH
A
VE
NU
E
LOOKING GLASS AVENUE
PB
PB
PB
PB
PB
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L
G
T
MW
M
CP
S
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T
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M
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T
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14"
12"
15"
12"
16"
14"
14"
14"
14"
14"
14"
14" 14"
14"
14"
16"
12"
12"
16"
24"
BUTLER BOULEVARD
T
W
W
E
E
M
E
E
PB
PB
PB
PB
W
G
G
G
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OF20-07
OF20-08
OF20-09
OF20-10
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T
T
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M
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S
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BUILDING 496
F.F.E. = 968.545
BUILDING 428
12" RCP SW = 963.810
12" RCP NW = 963.841
RIM = 965.966
12" RCP SE = 964.366
TRENCH DRAIN
EXISTING
GW
GW
DESCRIPTION
2 REMOVE LIGHT POLE/LUMINAIRES
REMOVE TREE
4 REMOVE INLET AND TRENCH DRAIN
5 SAWCUT
REMOVE SIGN6
BUILDING REMOVED BY OTHERS7
REMOVE BUILDING
PROTECT UTILITY/UTILITY NODE IN PLACE8
ABANDONED FUEL LINE. LEAVE ABANDONED IN PLACE
OR REMOVE IN AREAS IF REQUIRED FOR GRADING9
REMOVE PAVEMENT MARKINGS10
PROTECT MONITORING WELLS IN PLACE, NOTE 411
REMOVE 20 LF EXISTING 6" GAS MAIN, SEE SHEET CU10112
REMOVE SITE FEATURE (TREE, SIGN, ETC)
REMOVE PAVEMENT/SIDEWALK
REMOVE BUILDING/STRUCTURE
REMOVE SITE LINEAR FEATURE
(UTILITY, BARRIER, ETC)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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A1 SCALE: 1" = 30' - 0"
DEMOLITION PLAN
30' 60'0
NORTH
KEY PLAN
NORTH
SCALE: 1" = 400'
LEGEND
KEYNOTES
GENERAL NOTES
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE
OF ALL UTILITIES SHOWN PRIOR TO CONSTRUCTION. ANY UTILITY
DAMAGED SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST
TO THE GOVERNMENT. PROVIDE REPAIRS OR REPLACEMENTS THAT
MEET OR EXCEED THE QUALITY OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING LIQUID PETROLEUM
GAS LINES AT ALL TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF
ANY PLANNED CONSTRUCTION IMPACTS THE ADEQUATE PROTECTION OF
THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES EXCEPT WHEN
SCHEDULED IN ADVANCE WITH THE CONTRACTING OFFICER.
4. EXISTING MONITORING WELLS SHALL BE PROTECTED THROUGHOUT
CONSTRUCTION WITH MINIMUM 2' BUFFER ON ALL SIDES. BEFORE
PAVING, HIRE A CERTIFIED NEBRASKA WELL DRILLER TO DEMO THE
EXISTING SURFACE COMPLETION (CURRENTLY RISER WITH BOLLARDS)
AND RECONFIGURE SURFACE COMPLETION TO FLUSH MOUNTED, TRAFFIC
RATED, LOCKABLE LID, PER STATE REGULATIONS. PROVIDE LETTER
OF DESCRIPTION OF THE WORK AND PROVIDE SURVEYED COORDINATES
OF THE INSTALLED LOCATIONS AND ELEVATIONS TO THE CONTRACTING
OFFICER. FOR MORE INFORMATION, POINT OF CONTACT IS:
HOLLY O'DELL - OFFUTT RESTORATION PROJECT MANAGER
holly.odell@us.af.mil 402-681-8972
AM
. 0
2:
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SD
SD
SD
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G
G
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G
G
G
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G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EV
EV
EV
EV
EV
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
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S
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CP
W
W
W
W
W
W
W
W
W
W
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LP
G
LPG
LP
G
LP
G
E
E
E
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E
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E
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E
E
E
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E
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COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
LP
G
LP
G
LP
G
LP
G
LP
G
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LP
G
LP
G
LP
G
LPG
LPG
LPG
LP
G
SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
G
G
T
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
CP
MM
F
MM
M
M
F
MMM
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
LOOKING GLASS AVENUE
PB
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
M
M
16"
14"
14"
14"
14"
14"
14"
14" 14"
14"
14"
16"
7' CHAIN LINK FENCE
LOOKING GLASS AVENUE
W
E
M
E
PB
PB
PB
EXISTING BUILDING 531
4" DIAMETER
7' TALL
10" DIAMETER
3' TALL
4" DIAMETER
13" DIAMETER
6" TALL
12" DIAMETER
1.25' TALL
12" DIAMETER
1' TALL
6" DIAMETER
3' TALL
10" DIAMETER
4' TALL
BLAST SHIELD
SHUTOFF
SHUTOFF
SHUTOFF
SHUTOFF
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
F.F.E. =968.279
BLAST SHIELD
BUILDING 428
12" RCP SW = 963.810
12" RCP NW = 963.841
RIM = 965.966
12" RCP SE = 964.366
TRENCH DRAIN
RIM = 967.78
10" PVC SW = 954.84
10" PVC SE = 954.86
RIM = 966.77
10" PVC NW = 954.50
10" PVC NE = 954.72
10" PVC SE = 955.57
RIM = 967.15
10" PVC SW = 956.04
10" PVC NW = 955.93
RIM = 966.99
10" PVC NW = 956.35
10" PVC S = 956.96
RIM = 966.36
10" PVC N = 957.33
8" PVC SE = 957.56
8 8
D
D
D
D
D
D
D
C
C
C
C
M
S
S
D
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
COM
CB
EV
EV
EV
EV
EV
EV
EVEVPB
EV
PB
PB
PB
W
WT
W
WW
W
WW
W
W
W
W W
W
WW
W
W
W W
W
W
W
W
W
CO
W
CB
EV
EV
EV
PBEV
PB
PB
EVEV
EV
EV
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
E
E
E
PB
PB
PB E
E
PB
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CO
D
D
C
C
C
D
CP
D
T
CP
D
G
D
CP
D
D
T
D
CB
MWD
C
CB
D
T
MW
T
D
T
D
D
T
CB
T
CB
C
C
CB
T
C
W
MW
W
T
G
CP
T S
D
S
C
CP
GG
EV
CI
CI
CI
G
G
S
CB
G
W
SD
M
W
G
G
T
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
CP
MM
F
M
MM
M
M
F
MMM
PB
PB
M
M
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
PB
PB
PB
PB
PB
M G
L
G
UNK"
UNK
UNK"
UNK
UNK"
UNK
UNK
UNK
UNK
UNK"
UNK"
UNK
UNK"
UNK"
UNK"
UNK
T
MW
M
CP
S
T
T
C
M
CB
T
CO
T
M
MM
C
T
C C
S
T T
G
T
10"
12"
12"
12"
12"
12"
12" 12"
12"
12"
12" 12"
6"
3"
3"
3"
6"
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
T
W
W
E
E
M
E
E
PB
PB
PB
PB
W
G
G
G
CO
M
T
T
CBMM
36"
OF20-07
OF20-08
OF20-09
OF20-10
E
T
T
T
PB
M
G
12"
8"
8' CHAIN LINK FENCE
' C
HAI
N LI
NK
FE
NCE
10' CHAIN LINK
FENCE
8'
CHAI
N LI
NK
FE
NCE
S
S
CONCRETE BARRIER
FUEL PIT
JET FUEL
12" RCP SW = 963.810
12" RCP NW = 963.841
RIM = 965.966
12" RCP SE = 964.366
TRENCH DRAIN
GW
GW
DESCRIPTION
2 REMOVE LIGHT POLE/LUMINAIRES
REMOVE TREE
4 REMOVE INLET AND TRENCH DRAIN
5 SAWCUT
REMOVE SIGN6
BUILDING REMOVED BY OTHERS7
REMOVE BUILDING
PROTECT UTILITY/UTILITY NODE IN PLACE8
ABANDONED FUEL LINE. LEAVE ABANDONED IN PLACE
OR REMOVE IN AREAS IF REQUIRED FOR GRADING9
REMOVE PAVEMENT MARKINGS10
PROTECT MONITORING WELLS IN PLACE, NOTE 411
REMOVE 20 LF EXISTING 6" GAS MAIN, SEE SHEET CU10112
REMOVE SITE FEATURE (TREE, SIGN, ETC)
REMOVE PAVEMENT/SIDEWALK
REMOVE BUILDING/STRUCTURE
REMOVE SITE LINEAR FEATURE
(UTILITY, BARRIER, ETC)
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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N
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B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
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AT
E:
SI
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M
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C R
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D
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SHEET ID
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T.
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EN
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US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
M
AY
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
3R
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
N
KO
C
AM
PU
S
PA
R
KI
N G
L O
T
CD102
AR
EA
P
LA
N
A1 SCALE: 1" = 30' - 0"
DEMOLITION PLAN
30' 60'0
NORTH
KEY PLAN
NORTH
SCALE: 1" = 400'
LEGEND
KEYNOTES
GENERAL NOTES
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE
OF ALL UTILITIES SHOWN PRIOR TO CONSTRUCTION. ANY UTILITY
DAMAGED SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST
TO THE GOVERNMENT. PROVIDE REPAIRS OR REPLACEMENTS THAT
MEET OR EXCEED THE QUALITY OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING LIQUID PETROLEUM
GAS LINES AT ALL TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF
ANY PLANNED CONSTRUCTION IMPACTS THE ADEQUATE PROTECTION OF
THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES EXCEPT WHEN
SCHEDULED IN ADVANCE WITH THE CONTRACTING OFFICER.
4. EXISTING MONITORING WELLS SHALL BE PROTECTED THROUGHOUT
CONSTRUCTION WITH MINIMUM 2' BUFFER ON ALL SIDES. BEFORE
PAVING, HIRE A CERTIFIED NEBRASKA WELL DRILLER TO DEMO THE
EXISTING SURFACE COMPLETION (CURRENTLY RISER WITH BOLLARDS)
AND RECONFIGURE SURFACE COMPLETION TO FLUSH MOUNTED, TRAFFIC
RATED, LOCKABLE LID, PER STATE REGULATIONS. PROVIDE LETTER
OF DESCRIPTION OF THE WORK AND PROVIDE SURVEYED COORDINATES
OF THE INSTALLED LOCATIONS AND ELEVATIONS TO THE CONTRACTING
OFFICER. FOR MORE INFORMATION, POINT OF CONTACT IS:
HOLLY O'DELL - OFFUTT RESTORATION PROJECT MANAGER
holly.odell@us.af.mil 402-681-8972
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N
S
-3 0-
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W W
M
SAN
SAN
S
S
D
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
8 969
WW
W
WW
W
W
W
W W
CO
CB
EV
PBEV
PB
PB
EV
EV
EV
PB
E
PB
PB
PB E
S
S
S
D
CP
CP
T
G
CP
T S
D
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
LPG
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
CO
M
M
COMM
COMM
COMM
COM
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
EV
G
E
E
E
E E
E
E
E
E
E
G
G
SA
N
SA
N
S
CB
G
LP
G
LP
G
LP
G
LP
G
LP
G
COMM
COMM
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
UNK
UNK
UNK
UNK
UNK
C T
CO
C
T
C
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
LOOKING GLASS AVENUE
W
E
E
PB
T
PB
M
G
8' CHAIN LINK FENCE
8'
CHAI
N LI
NK
FE
NCE
LOOKING GLASS AVENUE
9" DIAMETER
3' TALL
4" DIAMETER
3.5' TALL
3' TALL
BLAST SHIELD
SHUTOFF
SHUTOFF
9" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
CONCRETE
BARRIER
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
BUILDING
F.F.E. = 968.549
EX
IS
TI
NG B
UILD
IN
G 58
F.F.E. = 970.466
FUEL PIT
RIM = 968.09
15" RCP SW = 964.55
RIM = 968.04
12" RCP S = 963.68
RIM = 966.70
12" RCP SW = 962.11
12" RCP N = 961.65
92" ARCH RCP NW = 958.823
92" ARCH RCP SE = 958.723
RIM = 968.86
8" PVC SW = 954.014
8" CLAY NE = 954.21
8" CLAY NW = 955.16
6" CLAY NW = 957.56
RIM = 967.48
8" CLAY SW = 950.88
8" CLAY E = 950.98
8" PVC NW = 951.18
8" CLAY SE = 952.83
RIM = 967.80
10" PVC W = 950.05
8" PVC SW = 950.35
10" PVC NE = 950.20
RIM = 969.211
6" PVC SE = 962.860
8" PVC NW = 962.660
RIM = 966.65
10" PVC NW = 952.89
10" PVC SE = 952.95
10" PVC SW = 954.28
SD
SD
SD
SD
DIESEL
GW
GW
20'
20'
20'
0+
0+
1+
1+
1+
1+
2+
2+
2+
2+
3+
3+
3+
3+
4+
4+
4+
4+
5+
5+
5+
5+
6+
CB
D
SD
SD
SD
CB
SD
SD
SD
SD
1+
1+86.63
PO
B:
0+
.00
POE: 1+86.63
D
D
D
D
D
D
D
G
G
W
W
W
C
C
C
C
M
S
S
D
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
CONCURRENT WORK
NKO CAMPUS
(FOR INFORMATION ONLY)
COM
CB
EV
EV
EV
EV
EV
EV
EVEVPB
EV
PB
PB
PB
W
WT
W
WW
W
WW
W
W
W
W W
W
WW
W
W
W W
W
W
W
W
W
CO
W
CB
EV
EV
EV
PBEV
PB
PB
EVEV
EV
EV
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
E
E
E
PB
PB
PB E
E
PB
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CO
D
D
C
C
C
D
CP
D
T
CP
D
G
D
CP
D
D
T
D
CB
MWD
C
CB
D
T
MW
T
D
T
D
D
T
CB
T
CB
C
C
CB
T
C
W
MW
T
G
CP
T S
D
S
C
CP
W
W
W
W
W
W
GG
LPG
LPG
E
E
EE
E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
EV
W W
W
CI
CI
CI
W
G
G
S
CB
G
W
SD
M
ABANDONED IN PLACE
W
G
G
T
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
CP
MM
F
M
MM
M
M
F
MMM
PB
PB
M
M
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
NI
GHT
W
AT
CH
A
VE
NU
E
LOOKING GLASS AVENUE
PB
PB
PB
PB
PB
M G
L
G
UNK"
UNK
UNK"
UNK
UNK"
UNK
UNK
UNK
UNK
UNK"
UNK"
UNK
UNK"
UNK"
UNK"
UNK
T
MW
M
CP
S
T
T
C
M
T
CO
T
M
MM
C
T
C C
S
T T
G
T
10"
12"
12"
12"
12"
12"
12" 12"
12"
12"
12" 12"
6"
3"
3"
3"
6"
8'
CHAI
N LI
NK
FE
NCE
8' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
BUTLER BOULEVARD
REC
ON R
OAD
LOOKING GLASS AVENUE
LOOKING GLASS AVENUE
T
W
W
E
E
M
E
E
PB
PB
PB
PB
NIG
HTW
AT
CH A
VE
NUE
W
G
G
G
CO
M
T
T
CBMM
36"
OF20-07
OF20-08
OF20-09
OF20-10
E
T
T
T
PB
M
G
12"
8"
8' CHAIN LINK FENCE
' C
HAI
N LI
NK
FE
NCE
10' CHAIN LINK
FENCE
8'
CHAI
N LI
NK
FE
NCE
LOOKING GLASS AVENUE
ABANDONED
NATURAL GAS
LINE
ABANDONED
NATURAL GAS
LINE
S
S
EXISTING BUILDING 531
4" DIAMETER
7' TALL
9" DIAMETER
4' TALL
10" DIAMETER
3' TALL
8" DIAMETER
3' TALL
4" DIAMETER
4' TALL
13" DIAMETER
6" TALL
12" DIAMETER
1.25' TALL
12" DIAMETER
1' TALL
6" DIAMETER
3' TALL
3" DIAMETER
2' TALL
10" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
BIKE RACK
6" DIAMETER
3' TALL
3" DIAMETER
2' TALL
9" DIAMETER
3' TALL
4" DIAMETER
3.5' TALL
9" DIAMETER
3' TALL
DESTROYED
9" DIAMETER
3' TALL
BLAST SHIELD
BLAST SHIELD
SHUTOFF
SHUTOFF
SHUTOFF
SHUTOFF
SHUTOFF
SHUTOFF
9" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
4" DIAMETER
4' TALL
CONCRETE
BARRIER
7" DIAMETER
4' TALL
8" DIAMETER
4' TALL
3' POST AND CABLE FENCE
8' METAL FENCE
8' CHAIN LINK FENCE
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
10" DIAMETER
4' TALL
F.F.E. =968.279
GUARD SHACK
BLAST SHIELD
BLAST SHIELD
BUILDING
EXISTING BUILDING 504
F.F.E. = 967.275
COLUMN
COLUMN
COLUMN
F.F.E. = 968.549
BUILDING 564
EX
IS
TI
NG B
UILD
IN
G 58
F.F.E. = 970.466
FUEL PIT
JET FUEL
RIM = 967.320
36" RCP NW = 960.020
12" RCP NNW = 962.570
36" RCP ENE = 960.120
30" RCP SW = 960.120
6" PVC NNE = 963.820
RIM = 969.060
36" RCP SE = 959.692
36" RCP SW = 959.825
12" RCP NE = 961.565
RIM = 968.09
15" RCP SW = 964.55
RIM = 968.04
12" RCP S = 963.68
RIM = 966.70
12" RCP SW = 962.11
12" RCP N = 961.65
RIM = 968.223
92" ARCH RCP NW = 958.823
92" ARCH RCP SE = 958.723
RIM = 966.51
48" RCP SE = 957.60
48" RCP NW = 957.75
RIM = 968.461
6" PVC NW = 964.872
8" PVC SE = 959.963
8" PVC NE = 958.905
8" PVC SW = 959.282
8" PVC NNW = 958.979
RIM = 968.240
102" ARCH RCP SE = 957.540
102" ARCH RCP NW = 957.440
CORPS GIS SHOWS BOTH SANITARY
AND STORM SEWER IN THE SAME
AREA
RIM = 965.78
60" RCP NW = 959.09
60" RCP SE = 659.17
12" RCP SW = 960.04
18" RCP NE = 960.96
RIM = 965.177
12" RCP NE = 961.968
RIM = 966.36
8" HDPE NW = 963.47
8" HDPE SE = 963.56
RIM = 966.77
8" HDPE SE = 961.30
15" RCP SW = 961.38
15" RCP NE = 961.86
RIM = 964.98
15" RCP NW = 961.74
15" ECP SE = 961.62
RIM = 965.75
15" RCP SE = 962.49
RIM = 967.25
15" RCP SW = 962.65
RIM = 966.13
15" RCP NE = 962.65
15" RCP NW = 962.66
18" RCP SE = 962.59
RIM = 965.343
8" PVC NE = 962.981
8" PVC NE = 963.014
6" PVC W = 963.217
RIM = 967.16
30" HDPE NW = 962.54
8" PVC SW = 962.56
30" HDPE SE = 962.62
RIM = 968.164
6" PVC E = 963.588
RIM = 967.67
30" HDPE SE = 963.04
30" HDPE NW = 963.14
15" RCP N = 963.36
RIM = 967.32
15" RCP S = 963.94
RIM = 966.80
15" RCP NW = 963.52
RIM = 966.67
18" RCP NW = 963.28
15" RCP SE = 963.49
RIM = 966.16
18" RCP NW = 962.82
15" RCP SW = 962.83
18" RCP SE = 962.98
RIM = 966.56
18" RCP SE = 963.22
RIM = 965.91
18" RCP NE = 961.13
RIM = 969.021
8" CLAY SW = 954.720
8" CLAY NE = 954.72
8" CLAY SE = 955.47
2" CLAY ESE = 955.92
RIM = 968.86
8" PVC SW = 954.014
8" CLAY NE = 954.21
8" CLAY NW = 955.16
6" CLAY NW = 957.56
RIM = 967.48
8" CLAY SW = 950.88
8" CLAY E = 950.98
8" PVC NW = 951.18
8" CLAY SE = 952.83
RIM = 967.80
10" PVC W = 950.05
8" PVC SW = 950.35
10" PVC NE = 950.20
RIM = 967.66
8" SW = 954.61
8" SE = 948.56
10" NW = 948.46
RIM = 966.906
TOP OF PIPE = 962.256
GROUND WATER RECOVERY SYSTEM
ABANDONED IN PLACE
RIM = 967.58
FLOOR = 948.18
NO INVERTS - 1.6FT
STANDING WATER
RIM = 962.41
6" E CLAY = 957.31
6" S CLAY = 957.36
6" W CLAY = 957.36
RIM = 962.21
6" NNE CLAY = 958.11
6" W CLAY = 958.16
GROUND WATER
RECOVERY SYSTEM
ABANDONED IN PLACE
HF2C-PW1 AND ABOVE
GROUND VALVE
RIM = 966.24
8" PVC SE = 953.92
8" PVC NW = 953.95
RIM = 966.06
8" PVC NE = 958.03
8" PVC NW =958.08
6" PVC SE = 958.09
6" PVC W = 958.14
RIM = 967.30
8" PVC NE = 961.05
6" PVC NW = 961.60
6" PVC E = 962.37
RIM = 969.211
6" PVC SE = 962.860
8" PVC NW = 962.660
RIM = 966.65
10" PVC NW = 952.89
10" PVC SE = 952.95
10" PVC SW = 954.28
RIM = 967.78
10" PVC SW = 954.84
10" PVC SE = 954.86
RIM = 966.77
10" PVC NW = 954.50
10" PVC NE = 954.72
10" PVC SE = 955.57
RIM = 967.15
10" PVC SW = 956.04
10" PVC NW = 955.93
RIM = 966.99
10" PVC NW = 956.35
10" PVC S = 956.96
RIM = 966.36
10" PVC N = 957.33
8" PVC SE = 957.56
RIM = 969.22
8" PVC SW = 963.93
8" PVC SE = 964.40
DIESEL
GW
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DESCRIPTION
STORM DRAIN CONFLICT POINT - REMOVE 20LF EXISTING
6" GAS MAIN AND REPLACE WITH NEW LINE MIN. 6" BELOW
NEW STORM DRAIN PIPE. SEE NOTES AND DETAIL THIS
SHEET.
F16
CU101
6" M
IN
20'
EX. GAS MAIN
(REMOVE)
EX. GAS MAIN
(REMAINS)
EX. GAS MAIN
(REMAINS)
NEW LOWERED
6" GAS MAIN
NEW STORM
DRAIN PIPE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
U .S
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A1 SCALE: 1" = 30' - 0"
GRADING PLAN
30' 60'0
NORTH
SCALE: 1" = 400'
NORTH
KEY PLAN
GENERAL NOTES
1. MAINTAIN UTILITY SERVICE EXCEPT WHEN SCHEDULED WITH THE CONTRACTING OFFICER. NOTIFY
CONTRACTING OFFICER OR REPRESENTATIVE A MINIMUM OF 14 DAYS PRIOR TO ANY OUTAGES.
2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.
3. CONTRACTOR SHALL INSPECT SITE AND FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO
COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
IMMEDIATELY OF ANY DISCREPANCIES.
4. PROVIDE POLYETHYLENE PIPE, TUBING, FITTINGS CONFORMING TO ASTM D2513, AS SPECIFIED IN 49 CFR 192 APPENDIX B AND MANUFACTURED USING MATERIAL THAT COMPLIES WITH ASTM D3350.
5. JOIN PIPING BY PERFORMANCE QUALIFIED PLASTIC PIPE JOINERS, QUALIFIED BY A PERSON WHO HAS BEEN TRAINED AND CERTIFIED BY THE MANUFACTURER OF THE PIPE, USING MANUFACTURER'S PRE-QUALIFIED JOINING PROCEDURES THAT HAVE BEEN TESTED IN ACCORDANCE WITH 49 CFR 192 SUBPART F. INSPECT JOINTS BY AN INSPECTOR QUALIFIED IN THE JOINING PROCEDURES BEING
USED.
6. PROVIDE HEAT FUSION JOINTS COMPLYING WITH ASTM F2620 AND THE MANUFACTURER'S
WRITTEN PROCEDURE APPROVED BY THE CONTRACTING OFFICER. ELECTRO FUSION JOINTS
FITTINGS MUST COMPLY WITH ASTM F1055 AND THE MANUFACTURER'S WRITTEN PROCEDURE
APPROVED BY THE CONTRACTING OFFICER. PERFORM UNDERGROUND INSTALLATIONS IN
CONFORMANCE WITH ASTM D2774.
7. TEST THE SYSTEM OF SUBJECT SECTIONS OF PIPING AFTER CONSTRUCTION AND BEFORE BEING PLACED IN SERVICE TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION. USE A TEST
PRESSURE AND TEST MEDIUM APPROVED IN 49 CFR 192 SUBPART J FOR THE APPLICABLE
CONDITIONS OF CONSTRUCTION.
KEYNOTES
F16 SCALE: N.T.S.
GAS MAIN LOWERING DETAIL
AM
. 0
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D E
X
G-001
OMAHA DISTRICT
MAY 2023
W9128F23R0048
OFFUTT AFB, NEBRASKA
NKO CAMPUS PARKING LOT
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
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D E
S
IG
N E
D B
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C O
N T
R A
C T
N O
S O
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IC
IT
A
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N N
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IS
S
U E
D A
T E
S I Z
E
M A
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D E
S C
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IP
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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
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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