Demo-and-Site-Prep--OF71--Storm_Sewer_and_Detention--CU200-205.pdf
Optional Form PDF 2 MB Posted
- Attached to
- OSS/SERE Ops Facility, Offutt AFB, NE
- Solicitation number
- W9128F22R0047
About this file
This solicitation is for the construction of an Operations Support Squadron - Aircrew Flight Equipment/Survival Evasion Resistance Escape facility at Offutt Air Force Base in Omaha, Nebraska. The selected contractor will deliver the approximately 50,000 square foot single story facility using a design-build project delivery method. The facility will include multiple warehouse storage spaces, classrooms, a vehicle wash bay, shipping and receiving areas, and a customer service area. Site preparations, utility infrastructure, and parking construction are also included in the project. The magnitude of construction costs is estimated between $25 million and $100 million. The Department of the Army Corps of Engineers Omaha District is the contracting agency. Responses are due by the date specified in solicitation number W9128F22R0047.
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Text version
FUTURE
BUILDING
FOR
INFORMATION
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FUTURE
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FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
FUTURE
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FOR
INFORMATION
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FUTURE
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FOR
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FUTURE
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ONLY
FUTURE
BUILDING
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FUTURE
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FUTURE
BUILDING
FOR
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M M
M M
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IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D
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D R
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COMPOSITE UTILITY PLAN - STORM SEWER
N
120'120' 60'SCALE: 1" = 120'
CU202 - STORM SEWER PLAN AND PROFILE SHEET 2
BUTLER BLVD
LOOKING GLASS AVENUE
R
EC
O N
R O
AD
N
IG
H
TW
AT
C
H A
VE
N
U E
CU203 - STORM SEWER PLAN AND PROFILE SHEET 3
CU201 - STORM SEWER PLAN AND PROFILE SHEET 1
CU203 - STORM SEWER PLAN AND PROFILE SHEET 3
CU204 - STORM SEWER PLAN AND PROFILE SHEET 4
CU205 - STORM SEWER PLAN AND PROFILE SHEET 5
CU205 - STORM SEWER PLAN AND PROFILE SHEET 5
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
C
CCOMMCOMMCOMMCOMMCOMM
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
CO
M
M
CO
M
M
COMM COMM COMM
C
C
COMM
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 G
PB
S
S
S
D
CP
C
CP
C
CPT
T
C
C
SA
N
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 COMM COMM COMM COMM
COMMCOMMCOMMCOMMCOMMCOMM
COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
M M
COMM
SA
N
SDSD SD SD SD
BUTLER BOULEVARD
BUTLER BOULEVARD
N
IG
H
TW
AT
C
H A
VE
N
U E
BUTLER BOULEVARD
N
IG
H
TW
AT
C
H A
VE
N
U E
G
"3' POST AND CABLE FENCE
IH 20-21 A
NORTHING = 490739.313
EASTING = 2767966.151
ELEVATION = 965.030
5/8" R
EABR WITH ALUMINUM CAP
RIM = 966.36
6" P
VC SW = 955.15
8" P
VC NW = 954.83RIM = 966.24
8" P
VC SE = 953.92
8" P
VC NW = 953.95
ELECT
NEW
VLV
NEW
PS
NEW
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 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
SAN SAN SAN
ELECT
VLV
PS
SAN
12" PVC
SAN SAN SAN
10" PVC
SAN SAN
6" DIP FM
8" P
VC
SANSAN
" P
VC
SA
N
8" PVC
8" P
VC
SAN
60" RCP
D D
" R
C P
D
" R
C P
1+
2+003+004+005+006+00
7+
8+
9+
+0
+0
+0
POB: 1+00.00
PI: 1+30.00
PI: 1+42.00
PI: 1
+5
4.0
PI
: 6
+1 5.
STRU (22)
30" TYPE III CURB INLET
STA: 1+66.00
18.670 R
RIM: 965.31
INV IN: 957.92
INV OUT: 957.92
STRU (20)
24" TYPE III CURB INLET
STA: 1+66.00
18.330 L
RIM: 965.45
INV IN: 958.46
INV OUT: 958.46
STRU (28)
18" TYPE I CURB INLET
STA: 6+65.23
14.000 L
RIM: 966.77
INV OUT: 961.92
STRU (29)
18" TYPE I CURB INLET
STA: 6+65.29
14.000 R
RIM: 966.78
INV OUT: 961.92
STRU (30)
18" TYPE I CURB INLET
STA: 8+37.04
14.000 L
RIM: 968.87
INV OUT: 962.30
STRU (31)
18" TYPE I CURB INLET
STA: 8+37.04
14.000 R
RIM: 968.88
INV OUT: 962.30
STRU (32)
18" TYPE I CURB INLET
STA: 11+68.53
14.000 L
RIM: 969.30
INV OUT: 962.76
STRU (33)
18" TYPE I CURB INLET
STA: 11+68.53
14.000 R
RIM: 968.97
INV OUT: 962.76
30" PIPE PLUG
STA: 1+66.00
26.670 R
INV OUT: 958.00
24" PIPE PLUG
STA: 1+71.66
23.987 L
INV OUT: 958.54
SD SD SD SD SD SD SDSD SD
SD
SD
SD
SD
SD
SD
SD
SD
72" RCP
24" RCP
8' x 5' PRECAST RCB 8' x 5' PRECAST RCB
10' x 4' PRECAST RCB
30" RCP
24" RCP
18" RCP
18" RCP
18" RCP 18" RCP
18" RCP
18" RCP
30" RCP
STRU (2)
120" X 168" JUNCTION BOX
STRU (3)
8' X 5' PRECAST BOX CULVERT 45 DEG BEND
STRU (4)
8' X 5' PRECAST BOX CULVERT 45 DEG BEND
STRU (6)
144" X 144" JUNCTION BOX
STRU (7)
108 IN MH
STRU (8)
108 IN MH
STRU (9)
120 IN MH
STRU (5)
BOX CULVERT TAP
D
D
60" RCP
24" RCP
STRU (1)
10' X 4' PRECAST BOX CULVERT OUTLET
W/ PRECAST WINGWALLS
D
D
ST01-1 PROFILE VIEW
0+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00
EXISTING GRADE
PROPOSED GRADE
STRU (1)
STA: 1+00
RIM: 960.92
INV. IN (NE): 955.92
10' x 4' RCB
30.000 LF @ 0.17%
STRU (2)
STA: 1+30
RIM: 965.61
INV. IN (NE): 955.97
INV. OUT (SW): 955.97
8' x 5' RCB
12.000 LF @ 0.17%
STRU (9)
STA: 11+68.53
RIM: 968.70
INV. IN (NE): 957.56
INV. IN (NW): 962.06
INV. IN (SE): 962.06
INV. OUT (SW): 957.56
72" D0.01=1,350 RCP
331.492 LF @ 0.14%
STRU (8)
STA: 8+37.04
RIM: 968.61
INV. IN (NE): 957.10
INV. IN (NW): 961.60
INV. IN (SE): 961.60
INV. OUT (SW): 957.10
72" D0.01=1,350 RCP
171.781 LF @ 0.14%
STRU (7)
STA: 6+65.26
RIM: 966.51
INV. IN (NE): 956.86
INV. IN (NW): 961.36
INV. IN (SE): 961.36
INV. OUT (SW): 956.86
72" D0.01=1,350 RCP
50.000 LF @ 0.14%
STRU (6)
STA: 6+15.26
RIM: 966.32
INV. IN (NE): 956.79
INV. IN (NW): 956.79
INV. OUT (SE): 956.79
8' x 5' RCB
449.260 LF @ 0.17%
8' x 5' RCB
12.000 LF @ 0.17%
STRU (4)
STA: 1+54
RIM: 965.03
INV. IN (NW): 956.01
INV. OUT (S): 956.01
8' x 5' RCB
12.000 LF @ 0.17%
STRU (3)
STA: 1+42
RIM: 964.87
INV. IN (N): 955.99
INV. OUT (SW): 955.99
91" x 58" CLASS HE-III HE RCP
31.470 LF @ 0.14%
EXISTING COMM LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING COMM LINE
FIELD VERIFY
PROTECT IN PLACE
PROPOSED COMM LINE
SEE COMM SHEETS
EXISTING COMM LINE
FIELD VERIFY
SEE NOTE 5
PROPOSED SANITARY FORCE MAIN
SEE SANITARY SHEETS
EXISTING COMM LINE
FIELD VERIFY
SEE NOTE 5
EXISTING COMM LINE
FIELD VERIFY
SEE NOTE 5 PROPOSED WATER LINE
SEE WATER SHEETS
PROPOSED GAS LINE
SEE GAS SHEETS
STRU (5)
STA: 1+66
RIM: 965.03
INV. IN (NE): 957.74
INV. IN (NW): 956.03
INV. IN (SW): 958.28
INV. OUT (SE): 956.03
STRUCTURE TABLE
STR. NO.
STRU (1)
STRU (2)
STRU (3)
STRU (4)
STRU (5)
STRU (6)
STRU (7)
STRU (8)
STRU (9)
STRU (20)
STRU (21)
STRU (22)
STRU (23)
STRU (28)
STRU (29)
STRU (30)
STRU (31)
STRU (32)
STRU (33)
NORTHING
490653.93
490679.03
490689.07
490700.81
490707.39
490953.52
490995.33
491138.98
491416.19
490692.05
490690.42
490723.01
490729.70
491002.99
490987.68
491146.66
491131.30
491423.87
491408.51
EASTING
2767726.92
2767743.35
2767749.93
2767747.48
2767737.44
2767361.60
2767389.02
2767483.22
2767665.00
2767727.40
2767719.56
2767747.67
2767752.05
2767377.30
2767400.74
2767471.51
2767494.92
2767653.29
2767676.70
CU201
ST
O
R M
S
EW
ER
PL
AN
A
N D
P R
O
FI
LE
SH
EE
T
M
TK
LD
L
SW
A
O F7
1_ C
U
0.
D
W G
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
AP
PR
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D
AT
E:
D R
AW
IN
G C
O D
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
AP
PR
D
AT
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C O
N
TR
AC
T
N O
1:
x
E
0120174.01
D
EM
O
LI
TI
O
N A
N D
S
IT
E
PR
EP
AR
AT
IO
N O
FF
U
TT
F
LO
O
D R
EC
O
VE
R
Y (F
Y1
FY
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
3-
KEYMAP
NO
RT
H
APRON
NI
GH
TW
AT
CH
BUTLERR
EC
O N
LOOKING GLASS
PR
O
JE
C
T N
O : S
G
BP
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
SG
BP
, S
G
BP
A
PR
IL
A
PR
IL
0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-1
STA. 1+00.00 TO 12+00.00
N
BUTLER BLVD
N
IG
H
TW
ATC
H
AVEN
U
E
MATCH LINE (SEE DWG CU202)
PCC CHANNEL LINER W/ RIP-RAP
EMBANKMENTS SEE GRADINGC-105-C-106 AND
EROSION CONTROL SHEETS CE105-CE106
LEGEND
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED CURB INLET
PROPOSED MANHOLE / JUNCTION BOX
SD
SD
D
ST1
PROPOSED AREA INLET
PROPOSED GRATE INLET
PROPOSED RIP-RAP
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
FUTURE
BUILDING
FOR
INFORMATION
ONLY
COMM
COMM
C
CO
M
M
CO
M
M
CO
M
M
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
G G G G G G G G
G G G G G G G
G G
G G
G G
G
EV
EV
EVPB
EV
PBPB
W
W
W
EV
PB
PB
PB PB PB PB PB
PB
PB PB PB
S
S
S
SS
S
S
C C C
CP
CP
W
WWW
W W W
W W
LPG
LPG
LPG LPG LPG LPG LPG LPG LPG LPG LPG LPG LPG LPG
LP
G
LP
G
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
EE
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
EE
E E
E E
E
COMM
COMM
C O
M M
COMM
COMM COMM COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMM
COMMCOMMCOMMCOMMCOMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
COMM COMM
COMM
COMM COMM COMM COMM COMM COMM
COMMCOMM
COMM
COMMCOMMCOMMCOMMCOMM
COMM
UNKNOWN UTILITY
E E
E E
E E
E
LP
G
LP
G
LP
G
LP
G
LP
G
LP
G
LP
G
COMM
SA
N
SA
N
SAN SAN SAN
SAN SAN SAN SAN
SANSAN SAN SAN SAN SAN SANSAN SAN
W
G G
T
G G
G G
G
G
G
G
G
E
FF
FF
F
FF
F
F
CP
M M F
M
M M M M
FMMM
PB
PBM
M
8' C
H
AI
N L
IN
K
FE
N
C E
8' CHAIN LINK FENCE
N
IG
H
TW
AT
C
H A
VE
N
U E
LOOKING GLASS AVENUE
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
MCB
M
T
CC
16"
14"
14"
14"
14" 14"
14"
14"
14"
14" 14"
16"
7' CHAIN LINK FENCE7' CHAIN LINK FENCE
LOOKING GLASS AVENUE
N
IG
H
TW
AT
C
H A
VE
N
U E
SA
N
EXISTING BUILDING 531
4" D
IAMETER
7' TALL
9" D
IAMETER
4' TALL
10" D
IAMETER
3' TALL
8" D
IAMETER
3' TALL
4" D
IAMETER
4' TALL
13" D
IAMETER
6" T
ALL
12" D
IAMETER
1.25' TALL
12" D
IAMETER
1' TALL
6" D
IAMETER
3' TALL
3" D
IAMETER
2' TALL
10" D
IAMETER
4' TALL
DIESEL
CONCRETE BARRIER
FUEL PIT
12" R
CP SW = 963.810
12" R
CP NW = 963.841
RIM = 965.966
12" R
CP SE = 964.366
TRENCH DRAIN
RIM = 966.51
48" R
CP SE = 957.60
48" R
CP NW = 957.75
RIM = 966.65
10" P
VC NW = 952.89
10" P
VC SE = 952.95
10" P
VC SW = 954.28
RIM = 967.78
10" P
VC SW = 954.84
10" P
VC SE = 954.86
RIM = 966.77
10" P
VC NW = 954.50
10" P
VC NE = 954.72
10" P
VC SE = 955.57
RIM = 967.15
10" P
VC SW = 956.04
10" P
VC NW = 955.93
RIM = 966.99
10" P
VC NW = 956.35
10" P
VC S = 956.96
RIM = 966.36
10" P
VC N = 957.33
8" P
VC SE = 957.56
W W
W W
W
W
W
WWWWWW
W
WWWWWWWWWWWWWWWWW
W
D D
D D D
+0
+0
+0
14+0015+0016+0017+0018+0019+0020+0021+0022+0023+00
PI: 13+80.74
PI
: 1
4+
.4
PI
: 1
8+
.9
PI
: 2
1+
.5
STRU (36)
36" TYPE III CURB INLET
STA: 13+17.25
16.420 R
RIM: 966.86
INV IN: 958.44
INV OUT: 958.44
STRU (34)
24" TYPE III CURB INLET
STA: 13+17.25
15.830 L
RIM: 967.11
INV IN: 959.74
INV OUT: 959.74
24" PIPE PLUG
STA: 13+17.25
23.830 L
INV OUT: 959.82
STRU (38)
18" TYPE I CURB INLET
STA: 14+49.47
22.307 L
RIM: 966.39
INV OUT: 961.13
STRU (39)
24" TYPE III CURB INLET
STA: 14+49.47
12.523 R
RIM: 966.56
INV IN: 959.43
INV OUT: 959.43
24" PIPE PLUG
STA: 14+49.47
20.523 R
INV OUT: 959.51STRU (43)
TYPE 'A' DOUBLE INLET (ALT)
STA: 18+51.90
9.730 R
RIM: 966.32
INV OUT: 963.49
STRU (41)
24" TYPE III CURB INLET
STA: 18+51.97
24.182 L
RIM: 966.93
INV IN: 959.88
INV OUT: 959.88
24" PIPE PLUG
STA: 18+51.97
32.182 L
INV OUT: 959.96
STRU (46)
24" TYPE III CURB INLET
STA: 21+03.53
12.448 R
RIM: 966.53
INV IN: 959.77
INV OUT: 959.77
24" PIPE PLUG
STA: 21+03.53
20.448 R
INV OUT: 959.85
STRU (45)
18" TYPE I CURB INLET
STA: 21+03.52
22.382 L
RIM: 966.70
INV OUT: 961.52
SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
76" x 48" H ELLIPTICAL RCP 76" x 48" H ELLIPTICAL RCP 76" x 48" H ELLIPTICAL RCP
76" x 48" H ELLIPTICAL RCP
91" x 58" H ELLIPTICAL RCP
" x
8"
H E
LL
IP
TI
C
AL
R
C P
18" RCP
18" RCP
24" RCP
36" RCP
18" RCP
24" RCP
24" RCP
15" RCP
12" RCP
MANHOLE TAP
STA: 19+75.88
35.660 R
RIM: 967.97
INV OUT: 963.81
24" RCP
18" RCP
STRU (10)
120" MANHOLE
STRU (11)
144" X 144" JUNCTION BOX
STRU (12)
108" MANHOLE STRU (13)
108" MANHOLE STRU (14)
PIPE TAP
STRU (15)
108" MANHOLE
D
36" PIPE PLUG
STA: 13+17.25
24.420 R
INV OUT: 958.52
ST01-1 PROFILE VIEW
12+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+00
76" x 48" CLASS HE-III HE RCP
196.470 LF @ 0.14%
STRU (15)
STA: 21+03.53
RIM: 966.20
INV. IN (SW): 961.30
INV. IN (NW): 958.84
INV. IN (NE): 959.52
INV. OUT (SE): 958.84
76" x 48" CLASS HE-III HE RCP
130.791 LF @ 0.14%
STRU (14)
STA: 19+72.73
RIM: 966.38
INV. IN (NE): 961.69
INV. IN (NW): 958.66
INV. OUT (SE): 958.66
76" x 48" CLASS HE-III HE RCP
120.838 LF @ 0.14%
STRU (13)
STA: 18+51.90
RIM: 966.11
INV. IN (SW): 959.64
INV. IN (NE): 961.25
INV. IN (NW): 958.50
INV. OUT (SE): 958.50
76" x 48" CLASS HE-III HE RCP
402.425 LF @ 0.14%
STRU (12)
STA: 14+49.47
RIM: 965.92
INV. IN (SW): 960.46
INV. IN (NE): 959.30
INV. IN (NW): 957.96
INV. OUT (SE): 957.96
76" x 48" CLASS HE-III HE RCP
68.735 LF @ 0.14%
STRU (11)
STA: 13+80.74
RIM: 966.09
INV. IN (NW): 957.86
INV. OUT (SW): 957.86
91" x 58" CLASS HE-III HE RCP
63.483 LF @ 0.14%
STRU (10)
STA: 13+17.25
RIM: 966.58
INV. IN (NE): 957.77
INV. IN (NW): 959.58
INV. IN (SE): 958.27
INV. OUT (SW): 957.77
91" x 58" CLASS HE-III HE RCP
117.250 LF @ 0.14%
EXISTING GRADE PROPOSED GRADE
PROPOSED GAS LINE
SEE GAS SHEETSPROPOSED SANITARY SEWER
SEE SANITARY SHEETS
PROPOSED COMM LINE
SEE COMM SHEETS
EXISTING WATER LINE
FIELD VERIFY
PROTECT IN PLACE
PROPOSED WATER LINE
SEE WATER SHEETS
STRUCTURE TABLE
STR. NO.
STRU (10)
STRU (11)
STRU (12)
STRU (13)
STRU (14)
STRU (15)
STRU (34)
STRU (35)
STRU (36)
STRU (38)
STRU (39)
STRU (40)
STRU (41)
STRU (42)
STRU (43)
STRU (44)
STRU (45)
STRU (46)
STRU (47)
NORTHING
491540.55
491593.64
491634.46
491873.46
491945.22
492022.90
491549.24
491553.62
491531.55
491616.51
491644.54
491650.98
491854.05
491847.61
491881.29
491975.78
492004.89
492032.91
492039.35
EASTING
2767746.55
2767781.36
2767726.06
2767402.29
2767305.07
2767199.84
2767733.31
2767726.62
2767760.28
2767712.82
2767733.50
2767738.25
2767387.87
2767383.12
2767408.07
2767323.72
2767186.55
2767207.23
2767211.99
CU202
ST
O
R M
S
EW
ER
PL
AN
A
N D
P R
O
FI
LE
SH
EE
T
M
TK
LD
L
SW
A
O F7
1_ C
U
0.
D
W G
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
AP
PR
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D
AT
E:
D R
AW
IN
G C
O D
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
AP
PR
D
AT
E
C O
N
TR
AC
T
N O
1:
x
E
0120174.01
D
EM
O
LI
TI
O
N A
N D
S
IT
E
PR
EP
AR
AT
IO
N O
FF
U
TT
F
LO
O
D R
EC
O
VE
R
Y (F
Y1
FY
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
3-
KEYMAP
NO
RT
H
APRON
NI
GH
TW
AT
CH
BUTLERR
EC
O N
LOOKING GLASS
PR
O
JE
C
T N
O : S
G
BP
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
SG
BP
, S
G
BP
A
PR
IL
A
PR
IL
MATCH LINE (SEE DWG CU201)
M
ATC
H
LIN
E (SEE D
W
G C
U 203)
LOOKING GLASS AVE
N
IG
H
TW
ATC
H
AVE
0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-1
STA. 12+00.00 TO 23+00.00
N
ST1
LEGEND
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED CURB INLET
PROPOSED MANHOLE / JUNCTION BOX
SD
SD
D
PROPOSED AREA INLET
PROPOSED GRATE INLET
PROPOSED RIP-RAP
D
ALIGN EDGE OF INLET ALONG
LONGITUDINAL PCC PAVING JOINT.
SEE PAVEMENT JOINTING PLAN.
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
G G G G G G
G G
G G
S
S CP
C
CP
COMM COMM COMM
COMM COMM COMM
COMM COMM COMM COMM
COMM
COMM COMMCOMM COMM COMM COMM
COMM COMM
COMM
COMMCOMMCOMMCOMMCOMMCOMM
SA
N
SDSD
BUTLER BOULEVARD
N
IG
H
TW
AT
C
H A
VE
N
U E
RIM = 966.86
6" P
VC NE = 955.89
6" P
VC SW = 956.35
6" P
VC SE = 959.30
RIM = 966.36
6" P
VC SW = 955.15
8" P
VC NW = 954.83
W W
W W
W W
W W
W
W W W W W W W W W W W W
SAN
10" PVC
SAN SAN
6" DIP FM
8" P
VC
60" RCP
D D
" R
C P
29+0030+00 31+00
31+25.18
PO
B:
9+
.0
PI
: 3
0+
.2
9PO
E: 31+25.18
SDSD SD
SD
SD
SD
72" RCP
24" RCP
18" RCP
18" RCP
18" RCP 18" RCP
24" PIPE PLUG
STA: 30+91.11
26.330 R
INV OUT: 960.18
24" PIPE PLUG
STA: 31+02.34
23.900 L
INV OUT: 959.14
D
D
STRU (25)
24" TYPE III CURB INLET
STA: 30+91.17
18.330 R
RIM: 965.99
INV IN: 960.10
INV OUT: 960.10
STRU (24)
24" TYPE III CURB INLET
STA: 30+98.98
16.639 L
RIM: 965.73
INV IN: 959.06
INV OUT: 959.06
60" RCP
STRU (67)
96" MANHOLE
STRU (66)
108" MANHOLE
24" RCP
D
ST01-2 PROFILE VIEW
28+5029+0029+5030+0030+5031+0031+5032+00
60" D0.01=1,350 RCP
191.289 LF @ 0.65%
STRU (6)
STA: 29+00
RIM: 966.32
INV. IN (NE): 956.79
INV. IN (NW): 956.79
INV. OUT (SE): 956.79
EXISTING GRADE
PROPOSED GRADE
STRU (66)
STA: 30+91.29
RIM: 965.50
INV. IN (SW): 958.88
INV. IN (W): 958.04
INV. IN (NE): 959.92
INV. OUT (SE): 958.04
60" D0.01=1,350 RCP
33.892 LF @ 0.65%
STRU (67)
STA: 31+25.18
RIM: 965.27
INV. IN (NW): 958.26
INV. OUT (E): 958.26
PROPOSED WATER LINE
SEE WATER SHEETS
ST01-1 PROFILE VIEW
23+0023+5024+0024+5025+0025+5026+00
STRU (17)
STA: 25+52.21
RIM: 965.88
INV. IN (NW): 959.45
INV. IN (NE): 960.92
INV. OUT (SE): 959.45
60" x 38" CLASS HE-III HE RCP
134.017 LF @ 0.14%
STRU (16)
STA: 24+18.20
RIM: 965.45
INV. IN (SW): 959.27
INV. IN (NW): 959.27
INV. IN (NE): 959.85
INV. OUT (SE): 959.27
EXISTING GRADE
PROPOSED GRADE
76" x 48" CLASS HE-III HE RCP
118.200 LF @ 0.14%
EXISTING WATER LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING COMM LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING COMM LINE
FIELD VERIFY
PROTECT IN PLACE
G G G G G G
WW
W
WW
W
W
EV
PB
EV
PB PB
EV
EV
EV
E
PB
PB
D
W
T
S
D
W
W
W W W W W W
W
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
COMM
COMM
C O
M M
COMM COMM COMM
COMM
COMM COMM COMM
COMM
COMM COMM
E E E
EV
SD SAN SAN
SAN
SAN
SAN
UNK
UNK
UNK
UNK
C
T
CO
C
14"
12"15"
12"
12"
12"
8' CHAIN LINK FENCE
7' CHAIN LINK FENCE
7' CHAIN LINK FENCE
LOOKING GLASS AVENUE
W
E
SA
N
9" D
IAMETER
3' TALL
4" D
IAMETER
3.5' TALL
BLAST SHIELD
SHUTOFF
9" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
CONCRETE
BARRIER
RIM = 968.04
12" R
CP S = 963.68
RIM = 966.70
12" R
CP SW = 962.11
12" R
CP N = 961.65
10" P
VC W
= 950.05
8" P
VC SW = 950.35
10" P
VC NE = 950.20
RIM = 969.211
6" P
VC SE = 962.860
8" P
VC NW = 962.660
SD
SD
Existing 8" SS
SAN10" PVCD
D
23+0024+00
25+00
25+52.21
PI
: 2
4+
.2
PO
E:
5+
.2
24" PIPE PLUG
STA: 24+18.20
20.411 R
INV OUT: 961.56
STRU (49)
24" TYPE III CURB INLET
STA: 24+18.20
12.411 R
RIM: 965.72
INV IN: 959.97
INV OUT: 959.97
STRU (48)
30" TYPE III CURB INLET
STA: 24+25.58
30.700 L
RIM: 965.66
INV IN: 959.58
INV OUT: 959.58
SD
SD SD
60" x 38" H ELLIPTICAL RCP
24" RCP
30" RCP
STRU (16)
108" MANHOLE
STRU (17)
96" MANHOLE
30" PIPE PLUG
STA: 24+27.45
38.477 L
INV OUT: 959.66
ST01-3 PROFILE VIEW
32+50 33+00 33+50 34+00
STRU (55)
STA: 33+43.41
RIM: 966.32
INV. OUT (SW): 959.72
30" D0.01=1,350 RCP
8.000 LF @ 1.00%
STRU (54)
STA: 33+35.41
RIM: 965.83
INV. IN (NE): 959.64
INV. OUT (SW): 959.64
30" CLASS III RCP
35.406 LF @ 1.00%
STRU (53)
STA: 33+00
RIM: 965.79
INV. IN (NE): 959.29
INV. IN (NW): 959.17
INV. OUT (SE): 959.09
EXISTING GRADE
PROPOSED GRADE
COMM
G G
G G
G G
G
WWW
S
S
D
C
M W
D C
CB
T
C
CB
T
T
SAN
W W W W
G G G
E E
EE E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COM
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
T T
6"
W
3' PO
ST AN
D
C
ABLE FEN
C E
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
= 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
W W
W W
W W
W W
W W
W W
W W
SAN
SAN
" P
VC
SAN
SAN
" P
VC
SAN
SAN
" P
VC
6" PVC
8" PVC
33+00 33+43.41
PO
B:
3+
.0
PI
: 3
3+
.4
PO
E:
3+
.4
30" RCP
STRU (53)
STRUCTURE TAP
STRU (54)
30" TYPE III CURB INLET
STRU (55)
30" PIPE PLUG
STRUCTURE TABLE
STR. NO.
STRU (6)
STRU (16)
STRU (17)
STRU (24)
STRU (25)
STRU (26)
STRU (27)
STRU (48)
STRU (49)
STRU (50)
STRU (53)
STRU (54)
STRU (55)
STRU (66)
STRU (67)
STRU (73)
NORTHING
490953.52
492209.78
492261.95
491042.91
491073.59
491080.25
491036.19
492184.37
492219.76
492226.20
491258.89
491288.52
491295.26
491058.32
491063.03
492177.94
EASTING
2767361.60
2766946.68
2766823.23
2767191.64
2767211.72
2767216.15
2767187.31
2766927.93
2766954.05
2766958.80
2766863.62
2766883.00
2766887.30
2767201.57
2767168.01
2766923.17
CU203
ST
O
R M
S
EW
ER
PL
AN
A
N D
P R
O
FI
LE
SH
EE
T
M
TK
LD
L
SW
A
O F7
1_ C
U
0.
D
W G
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
AP
PR
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D
AT
E:
D R
AW
IN
G C
O D
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
AP
PR
D
AT
E
C O
N
TR
AC
T
N O
1:
x
E
0120174.01
D
EM
O
LI
TI
O
N A
N D
S
IT
E
PR
EP
AR
AT
IO
N O
FF
U
TT
F
LO
O
D R
EC
O
VE
R
Y (F
Y1
FY
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
3-
KEYMAP
NO
RT
H
APRON
NI
GH
TW
AT
CH
BUTLERR
EC
O N
LOOKING GLASS
PR
O
JE
C
T N
O : S
G
BP
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
SG
BP
, S
G
BP
A
PR
IL
A
PR
IL
M
ATC
H
LIN
E (SEE D
W
G C
U 202)
LOOKING GLASS AVE
N
IG
H
TW
AT
C
H A
VE
N
U E
BUTLER BLVD
0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-2
STA. 29+00.00 TO 31+25.18
N
ST20 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-1
STA. 23+00.00 TO 25+52.21
N
ST1 0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-3
STA. 33+00.00 TO 33+43.41 N
ST3
BU
TL
ER
B
LV
D
LEGEND
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED CURB INLET
PROPOSED MANHOLE / JUNCTION BOX
SD
SD
D
PROPOSED AREA INLET
PROPOSED GRATE INLET
ST01-5 PROFILE VIEW
38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00
STRU (58)
STA: 39+00
RIM: 966.20
INV. IN (SE): 961.39
INV. IN (N): 961.39
INV. OUT (SW): 961.29
18" CLASS III RCP
238.342 LF @ 0.57%
STRU (60)
STA: 41+38.34
RIM: 966.20
INV. OUT (NW): 962.75
EXISTING GRADEPROPOSED GRADE
PROPOSED COMM LINE
SEE COMM SHEETS
ST01-4 PROFILE VIEW
33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50
STRU (56)
STA: 34+00
RIM: 965.81
INV. IN (NE): 959.83
INV. OUT (SE): 959.83
30" CLASS III RCP
35.971 LF @ 1.00%
STRU (57)
STA: 34+35.95
RIM: 965.62
INV. IN (NE): 960.19
INV. IN (N): 960.92
INV. OUT (SW): 960.19
24" CLASS III RCP
274.347 LF @ 0.40%
STRU (58)
STA: 37+10.32
RIM: 966.20
INV. IN (SE): 961.39
INV. IN (N): 961.39
INV. OUT (SW): 961.29
24" CLASS III RCP
96.085 LF @ 1.00%
STRU (59)
STA: 38+06.40
RIM: 966.40
INV. OUT (S): 962.35
EXISTING GRADE
PROPOSED GRADE
PROPOSED GAS LINE
SEE GAS SHEETS
EXISTING ELECTRICAL LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING ELECTRICAL LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING ELECTRICAL LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING ELECTRICAL LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING ELECTRICAL LINE
FIELD VERIFY
PROTECT IN PLACE
EXISTING ELECTRICAL LINE
FIELD VERIFY
PROTECT IN PLACE
PROPOSED SANITARY SEWER
SEE SANITARY SHEETS
EXISTING WATER LINE
FIELD VERIFY
PROTECT IN PLACE
FU
TU
R
E
BU
ILD
IN
G
FO
R
IN
FO
R
M
ATIO
N O
N
LY
C
COMM
G G
G G
G G
CO
M
W
S
T
D
CB
M W
D
CB
C
C
SAN
SAN
SAN
SAN
SAN
SAN
W W W W W W W W W
W
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
EE E
E
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
G
T
S
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
3" 3"
3"
BU
TLER
BO
U
LEVAR
D
BIKE RACK
6" DIAM
ETER
3' TALL
DESTRO
YED
9" DIAM
ETER
3' TALL
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
= 965.91
18" RCP NE = 961.13
RIM
= 966.06
8" PVC NE = 958.03
8" PVC NW
=958.08
6" PVC SE = 958.09
6" PVC W
= 958.14
W W
W W
W W
W W
W W
SAN
SAN
SAN
SAN
SAN
6" PVC
34+00 35+00 36+00 37+00
38+00
38+06.40
PO
B:
4+
.0
PI
: 3
4+
.9
PI
: 3
7+
.3
PO
E:
8+
.4
SD
SD
SD
SDSDSDSD
SD
30" RCP
24" RCP
" R
C P
24" RCP
STRU (58)
TYPE 2 AREA INLET
STRU (57)
30" TYPE III CURB INLET
STRU (56)
STRUCTURE TAP
STRU (59)
TYPE 2 AREA INLET
FUTURE
BUILDING
FOR
INFORMATION
ONLY
C
C
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
WT
SAN
W W
W W
W W
W
W W
W W
W W
W W
W
G G
G
E E EE
E E
E E
E E
E
E
E E
E E
C O
M M
C O
M M
M
G
T
S
G
T
12"
12"
12"
12"
12"
12"
3"
BIKE RACK
DESTROYED
9" D
IAMETER
3' TALL
RIM = 964.98
15" R
CP NW = 961.74
15" E
CP SE = 961.62
RIM = 965.75
15" R
CP SE = 962.49
39+00 40+00 41+00 41+38.34
PO
B:
9+
.0
PO
E:
1+
.3
SDSDSD
SD
SD
SD
SD
" R
C P
18" RCP
" R
C P
STRU (60)
TYPE 2 AREA INLET
STRUCTURE TABLE
STR. NO.
STRU (56)
STRU (57)
STRU (58)
STRU (59)
STRU (60)
NORTHING
491478.37
491507.98
491749.56
491841.23
491618.56
EASTING
2766529.18
2766549.57
2766679.62
2766708.42
2766878.74
CU204
ST
O
R M
S
EW
ER
PL
AN
A
N D
P R
O
FI
LE
SH
EE
T
M
TK
LD
L
SW
A
O F7
1_ C
U
0.
D
W G
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
AP
PR
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D
AT
E:
D R
AW
IN
G C
O D
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
AP
PR
D
AT
E
C O
N
TR
AC
T
N O
1:
x
E
0120174.01
D
EM
O
LI
TI
O
N A
N D
S
IT
E
PR
EP
AR
AT
IO
N O
FF
U
TT
F
LO
O
D R
EC
O
VE
R
Y (F
Y1
FY
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
3-
KEYMAP
NO
RT
H
APRON
NI
GH
TW
AT
CH
BUTLERR
EC
O N
LOOKING GLASS
PR
O
JE
C
T N
O : S
G
BP
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
SG
BP
, S
G
BP
A
PR
IL
A
PR
IL
PCC APRON
SEE DETAIL 1 ON SHEET CU207
BU
TLER
BLVD
B504
0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-5
STA. 39+00.00 TO 41+38.34
N
ST50 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-4
STA. 34+00.00 TO 38+06.40 N
ST4
B504
LEGEND
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED CURB INLET
PROPOSED MANHOLE / JUNCTION BOX
SD
SD
D
PROPOSED AREA INLET
PROPOSED GRATE INLET
ST01-7 PROFILE VIEW
44+50 45+00 45+50 46+00
36" D0.01=1,350 RCP
50.330 LF @ 0.10%
EXISTING GRADE
EXISTING GAS LINE
FIELD VERIFY
PROTECT IN PLACE
STRU (63)
STA: 45+06.17
RIM: 958.42
INV. IN (N): 955.01
INV. OUT (S): 955.01
STRU (64)
STA: 45+44.16
RIM: 958.46
INV. OUT (S): 955.04
INV. OUT (N): 955.04
ST01-6 PROFILE VIEW
41+5042+0042+5043+0043+5044+0044+50
18" CLASS III RCP
199.980 LF @ 0.07%
EXISTING GRADE
PROPOSED GRADE
STRU (62)
STA: 43+93.81
RIM: 957.03
INV. IN (W): 955.24
INV. OUT (E): 955.24
STRU (61)
STA: 42+06.17
RIM: 956.90
INV. IN (W): 955.10
INV. OUT (E): 955.10
MW
MW
MW
G G G
MW
MW
3"
3" DIAMETER
2.5' TALL
3" DIAMETER
2.5' TALL
8' C
HA
IN
L
IN
K
FE
NC
E
42+0043+0043+99.98
PO
B:
2+
.0
PO
E:
3+
.9
SD SD SD
18" RCP
36" RCP
STRU (61)
18 INCH FLARED END SECTION
STRU (62)
18 INCH FLARED END SECTION M
W M
W
G
G
G
G G
G
M W
3" D
IAM
ETER
2.5' TALL
8' CHAIN LINK FENCE
7' C H
AIN
LIN
K FEN
C
E
7' CHAIN LINK FENCE
45+00 45+50.33
PO
B:
5+
.0
PI
: 4
5+
.1
PO
E:
5+
.3
SD
36" RCP
STRU (64)
36 INCH FLARED END SECTION
WITH BAR GRATES
STRU (63)
36 INCH FLARED END SECTION
WITH TIDEFLEX TECHNOLOGIES
CHECKMATE INLINE CHECK VALVE
OR APPROVED EQUAL
STRUCTURE TABLE
STR. NO.
STRU (61)
STRU (62)
STRU (63)
STRU (64)
NORTHING
489730.85
489788.89
489576.14
489613.77
EASTING
2768376.48
2768198.04
2768400.46
2768395.24
G
G
W
D
D
D
D
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SS
SS
SS
SS
SA
N
SA
N
SA
N
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
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
CO
M
M
C O
M M
CO
M
M
COMM
COMM
COMMCOMM
COMM
CI
CI
G
G
G
G
SD
SD
SD
SD
SD
S
T
T
6"
ABANDONED
NATURAL GAS
LINE
DESTROYED
RIM = 967.25
15" RCP SW = 962.65
RIM = 967.16
30" HDPE NW = 962.54
8" PVC SW = 962.56
30" HDPE SE = 962.62
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
GROUND WATER RECOVERY SYSTEM
ABANDONED IN PLACERIM = 962.21
6" NNE CLAY = 958.11
6" W CLAY = 958.16
W
W
W
SA
N
SA
N
" P
VC
SA
N
SA
N
" P
VC
SAN
SAN
" P
VC
CU205
ST
O
R M
S
EW
ER
PL
AN
A
N D
P R
O
FI
LE
SH
EE
T
M
TK
LD
L
SW
A
O F7
1_ C
U
0.
D
W G
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
AP
PR
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D
AT
E:
D R
AW
IN
G C
O D
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
AP
PR
D
AT
E
C O
N
TR
AC
T
N O
1:
x
E
0120174.01
D
EM
O
LI
TI
O
N A
N D
S
IT
E
PR
EP
AR
AT
IO
N O
FF
U
TT
F
LO
O
D R
EC
O
VE
R
Y (F
Y1
FY
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
3-
KEYMAP
NO
RT
H
APRON
NI
GH
TW
AT
CH
BUTLERR
EC
O N
LOOKING GLASS
PR
O
JE
C
T N
O : S
G
BP
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
SG
BP
, S
G
BP
A
PR
IL
A
PR
IL
0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-6
STA. 42+00.00 TO 43+99.98
N
ST6 0 50'25'50'SCALE: 1" = 50'-0"
STORM SEWER LINE ST01-7
STA. 45+00.00 TO 45+50.33
NST7
LEGEND
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED CURB INLET
PROPOSED MANHOLE / JUNCTION BOX
SD
SD
D
PROPOSED AREA INLET
PROPOSED GRATE INLET
PROPOSED RIP-RAP
D
PCC CHANNEL LINER, SEE GRADING C-105- C-106
AND EROSION CONTROL SHEETS CE105-CE106
SEE EROSION CONTROL SHEET CE106
FOR LIMITS OF RIP-RAP
SEE EROSION CONTROL SHEET CE106
FOR LIMITS OF RIP-RAP
RECON ROAD
BUTLER BLVD
CONSTRUCT CONCRETE COLLAR AROUND
CRACKED EXISTING 18" RCP. SEE CITY OF
OMAHA STANDARD PLATE 700-01. REMOVE AND
REPLACE ADJACENT SIDEWALK AS NECESSARY
TO COMPLETE THE REPAIR. PROTECT
ADJACENT GAS AND COMM LINES IN PLACE.
0 50'25'50'SCALE: 1" = 50'-0"
EXISTING STORM SEWER REPAIR PLAN
N
SEE EROSION CONTROL SHEET CE106
FOR LIMITS OF RIP-RAP
File details come from the government source that posted it. Updated .