Pages from 20241108_USDA_DFRC_RTA_Dwgs_V1_2.pdf
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- W9128F25R0014
About this file
This file contains engineering drawings and specifications for stormwater drainage, water supply lines, and manure transfer systems at the new USDA Dairy Forage Research Center in Prairie du Sac, WI. The drawings detail installation plans for water mains ranging from 6" to 24" diameter, including Bluffview water supply connections, Badger Well 5 supply lines, and onsite water distribution networks. The plans show specific pipe layouts, elevations, grades, and connection points for stormwater management features including inlets, manholes, culverts, retention basins, and pump stations.
The drawings include detailed specifications for pipe materials (PVC, DIP, HDPE), required slopes, invert elevations, and installation requirements for water, sanitary sewer, and manure handling systems. Specific construction details are provided for thrust blocks, pipe bedding, backfill requirements, and surface restoration. The plans incorporate erosion control measures and best management practices for stormwater management during construction. The drawings are highly technical and include plan views, profiles, cross-sections and construction details necessary for contractors to properly install the underground utility infrastructure for this large agricultural research facility.
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Text version
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BADGER WELL 5 WISCONSIN
UNIQUE WELL # 8NC639
BLUFFVIEW WATER SUPPLY
CONNECTION:
BLUFFVIEW WELL HOUSE #3
PROPOSED 6" Ø WATER MAIN
PROPOSED 6"Ø WATER MAIN
PROPOSED SITE WORKING LIMITS
SEE SHEET C-303 FOR SHEET
LAY OUT OF ON SITE WATER LINES
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SHEET C308
SHEET C315
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US Army Corps of Engineers ®
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OFFSITE WATER MAIN FROM
BADGER WELL #5, SEE SHEET C-315
SHEET C-324
SHEET C-324
C1-2
C1-1
SHEET C-323
PROPOSED SITE WORKING LIMITS
SHEET C-319 & C-314
SEE NOTE 1
SHEET C-316
SHEET C-322 &
C-314 SEE NOTE 1
SHEET C-318 SHEET C-317
SHEET C-323
WELL
800'0 400'
US Army Corps of Engineers ®
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C-303
NOTES:
1. SEE SHEET C-322 FOR ONSITE BADGER 5 MAIN.
SEE SHEET C-314 FOR ONSITE BLUFFVIEW MAIN IN
LOCATIONS DENOTED ABOVE
PLAN
NORTH
LEGEND
SYMBOL ITEM
BID OPTION 4
9.
0+00
9.
9.
9.
9.
9.
1+00
8.
8.
8.
9.
9.
2+00
9.
9.
9.
9.
8.
3+00
8.
8.
8.
7.
8.
4+00
8.
9.
0.
0.
9.
5+00
8.
9.
0.
0.
0.
6+00
0.
0.
1.
1.
2.
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2.
2.
1.
1.
1.
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1.
1.
1.
0.
0.
9+00
9.
9.
8.
8.
8.
10+00
8.
8.
9.
9.
9.
11+00
9.
9.
8.
8.
8.
12+00
8.
8.
8.
12+50
EXISTING GRADE (TYP.)
18" MIN.
SEPARATION
STA 10+55
EXISTING 15" SANITARY
SEWER CROSSING
APPROXIMATE INV. = 860.25
STA 10+39
PROPOSED 6" 45°
BEND
STA 10+81
PROPOSED 6" 45°
BEND
CONCRETE ENCASEMENT,
SEE NOTE 5
EXISTING BLUFFVIEW WELL
HOUSE #3, FOR CONNECTION DETAILS,
SEE SHEET C-508
STA 0+15
BEGIN 6"Ø WATERMAIN
AT BLUFFVIEW WELL HOUSE #3
STA 0+35
PROPOSED 6" 45° BEND
STA 1+29
PROPOSED 6" 45° BEND
STA 2+19
PROPOSED 6" 90° BEND
67" MIN.
COVER
PROPOSED 6" WATER MAIN (TYP.)
0+
1+00
2+
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
11+00 12+00 13+00 14+00
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N
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N
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
CP
W
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W
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CONNECT TO EXISTING BLUFFVIEW
SYSTEM AT WELL HOUSE #3, SEE
CONNECTION DETAILS, SHEET C-508
STA 10+81
PROPOSED 6" 45° BEND
STA 10+39
PROPOSED 6" 45° BEND
STA 0+15
BEGIN 6"Ø WATER MAIN SERVICE
EXISTING
6" DIP
WATER MAIN
11'
CENTER
TO
CENTER
ENCASE PROPOSED 6" WATER MAIN
IN CONCRETE 10' EACH SIDE OF
EXISTING SAN. SEWER, SEE NOTE 5
EXISTING 15" SANITARY
SEWER
PROPOSED 6"
WATER MAIN
STA 0+35
PROPOSED
6" 45° BEND
STA 1+29
PROPOSED
6" 45° BEND
STA 2+19
PROPOSED 6" 90° BEND
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9-
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NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS 52
OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER
MAIN IDENTIFICATION TAPE WITHIN
THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION
MARKERS ABOVE INSTALLED WATER
MAIN EVERY 500 FEET AND AT ALL
BENDS. MARKERS SHALL BE
INSTALLED ONCE FINAL GRADING IS
COMPLETED.
5. DIRECTIONAL BORE PER 33 05 23.
0 5' 10'
HOR.
VER.
REMOVE AND REPLACE
GRAVEL DRIVEWAY (TYP.)
8.
12+50
8.
8.
8.
13+00
8.
8.
8.
8.
8.
14+00
8.
8.
8.
8.
9.
15+00
9.
9.
9.
9.
9.
16+00
9.
9.
9.
9.
9.
17+00
9.
9.
9.
9.
9.
18+00
9.
9.
9.
9.
9.
19+00
9.
9.
9.
9.
9.
20+00
9.
9.
9.
9.
9.
21+00
9.
9.
9.
9.
9.
22+00
9.
9.
9.
9.
9.
23+00
9.
9.
9.
9.
9.
24+00
9.
9.
9.
9.
9.
25+00
18" MIN.
SEPARATION
STA 21+61
EXISTING 10" SAN. SEWER
CROSSING, APPROX INV. = 858.75
STA 16+00
PROPOSED 6"Ø TEE FITTING
6"Ø GATE VALVE AND 5LF 6" Ø PIPE
FLUSH HYDRANT SERVICE
EXISTING GRADE (TYP.)
PROPOSED 6"
WATER MAIN (TYP.)
67" MIN
COVER
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SA
N
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EXISTING 10"
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EXISTING 15"
SANITARY SEWER
PROPOSED 6" WATER MAIN
STA 16+00
PROPOSED FLUSHING HYDRANT
PROPOSED 6"Ø TEE FITTING
6"Ø GATE VALVE AND 5LF 6" Ø PIPE
ST
A
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9-
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NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS
52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL
WATER MAIN IDENTIFICATION TAPE
WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION
MARKERS ABOVE INSTALLED
WATER MAIN EVERY 500 FEET AND
AT ALL BENDS. MARKERS SHALL BE
INSTALLED ONCE FINAL GRADING
IS COMPLETED.
HOR.
0 5' 10' VER.
9.
25+00
9.
9.
9.
9.
9.
26+00
9.
9.
9.
9.
9.
27+00
9.
9.
9.
9.
9.
28+00
9.
9.
9.
9.
9.
29+00
9.
9.
9.
9.
9.
30+00
9.
9.
9.
9.
9.
31+00
9.
9.
9.
9.
9.
32+00
9.
9.
9.
9.
9.
33+00
9.
9.
9.
9.
9.
34+00
9.
9.
9.
9.
9.
35+00
9.
9.
9.
9.
9.
36+00
9.
9.
9.
9.
9.
37+00
8.
8.
8.
37+50
EXISTING GRADE (TYP.)
STA 31+00
PROPOSED 6"Ø TEE FITTING
6"Ø GATE VALVE AND 5LF OF 6"Ø PIPE
FLUSHING HYDRANT SERVICE
PROPOSED 6" WATER MAIN
" M
IN
C
O
VE
R
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
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 WSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
FH
PROPOSED 6" WATER MAIN
EXISTING 15" SANITARY
SEWER11
.0 ' C
EN
TE
R
TO
C
EN
TE
R
STA 31+00
PROPOSED FLUSHING HYDRANT
PROPOSED 6" TEE FITTING
6" Ø GATE VALVE AND 5LF OF 6" PIPE
ST
A
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ST
A
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PL
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R
EB
AU
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H
/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
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FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
R
TA
/0
8/
/3
0/
:5 2:
A
M S:
\2
\2
1\
.0
H
D R
-U
SA
C E-
U
SD
A
AR
S D
FR
C
\D ra w in gs
Ag \R
TA
D ra w in gs \C
-3
P
LA
N
P R
O
FI
LE
S
H
EE
T
BL
U
FF
VI
EW
S
U
PP
LY
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N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS
52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL
WATER MAIN IDENTIFICATION TAPE
WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION
MARKERS ABOVE INSTALLED
WATER MAIN EVERY 500 FEET AND
AT ALL BENDS. MARKERS SHALL BE
INSTALLED ONCE FINAL GRADING
IS COMPLETED.
8.
37+50
8.
8.
8.
38+00
8.
8.
8.
7.
7.
39+00
7.
7.
7.
7.
6.
40+00
6.
6.
6.
6.
6.
41+00
6.
6.
6.
6.
5.
42+00
5.
5.
4.
4.
6.
43+00
6.
6.
6.
5.
5.
44+00
5.
5.
5.
6.
6.
45+00
6.
6.
6.
6.
6.
46+00
6.
6.
6.
7.
7.
47+00
7.
7.
6.
6.
6.
48+00
6.
6.
6.
6.
6.
49+00
6.
6.
7.
7.
7.
50+00
67" MIN. COVER
STA 40+84
PROPOSED 6" 45° BEND
EXISTING GRADE (TYP.)
STA 46+00
PROPOSED 6" TEE FITTING
6"Ø GATE VALVE AND 5LF 6"Ø PIPE
FLUSHING HYDRANT SERVICE
PROPOSED 6" WATER MAIN (TYP.)
STA 44+75
PROPOSED 6" 45° BEND
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
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
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
CPCP
FH
REMOVE AND REPLACE
FENCE AS NEEDED
FOR WATER CROSSING
11-0' CENTER TO CENTER (TYP.)
STA 40+84
PROPOSED 6" 45° BEND
STA 44+75
PROPOSED 6" 45° BEND
PROPOSED 6" WATER
MAIN
EXISTING 15"
SANITARY SEWER STA 46+00
PROPOSED FLUSHING HYDRANT
PROPOSED 6"Ø TEE FITTING,
6"Ø GATE VALVE AND 5LF 6"Ø PIPE
STA 37+50 MATCHLINE C309 - C
ST
A
+0
M
AT
CH
LI
NE
C
- C
EXISTING POWER POLE
50' 100'0
PL
AN
N O
R
TH
PL
AN
P
R O
FI
LE
S H
EE
T
BL
U
FF
VI
EW
S U
PP
LY
C-310
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
EN
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IN
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R
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D R
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D
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B
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SU
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D B
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SI
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D B
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AN
SI
D
IS
SU
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AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
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A
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AT
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AR
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D
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C R
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TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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:2
AM
S:
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SD
A
AR
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FR
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-3
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LA
N
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H
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VI
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N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS 52
OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER
MAIN IDENTIFICATION TAPE WITHIN THE
WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION MARKERS
ABOVE INSTALLED WATER MAIN EVERY
500 FEET AND AT ALL BENDS. MARKERS
SHALL BE INSTALLED ONCE FINAL
GRADING IS COMPLETED.
7.
50+00
7.
8.
8.
8.
8.
51+00
8.
8.
8.
9.
9.
52+00
9.
0.
9.
9.
8.
53+00
8.
8.
8.
7.
7.
54+00
7.
7.
7.
7.
7.
55+00
7.
7.
7.
7.
6.
56+00
6.
6.
7.
7.
7.
57+00
8.
8.
8.
8.
6.
58+00
8.
8.
8.
8.
7.
59+00
7.
8.
7.
8.
7.
60+00
8.
7.
7.
7.
7.
61+00
7.
7.
7.
7.
7.
62+00
7.
6.
6.
62+50
PROPOSED 6" WATER MAIN (TYP.)
EXISTING GRADE (TYP.)
STA 60+43
PROPOSED 6"
90° BEND
STA 61+00
PROPOSED 6" Ø TEE FITTING
6" Ø GATE VALVE AND 5LF 6" Ø PIPE
FLUSHING HYDRANT SERVICE
" M
IN
. C
O
VE
R
49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00
+0
+0
+0
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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
CP
CP
FH
REMOVE AND REPLACE
HMA AND AGGREGATE
BASE, SEE ROAD PATCHING
DETAIL, SHEET C-505
REMOVE AND REPLACE
HMA AND AGGREGATE
BASE, SEE ROAD PATCHING
DETAIL, SHEET C-505
PROPOSED
6" WATER MAIN EXISTING 15"
SANITARY SEWER
.0
' C
EN
TE
R
T O
C
EN
TE
R
(T
YP
REMOVE AND REPLACE FENCE AS
NEEDED FOR WATER CROSSING
STA 60+43
PROPOSED 6"
90° BEND
STA 61+00
PROPOSED FLUSHING HYDRANT
PROPOSED 6" Ø TEE FITTING
6" Ø GATE VALVE AND 5LF 6" Ø PIPE
STA 62+50 MATCHLINE C311 - C312
ST
A
+0
M
AT
C
H
LI
N E
C
- C
50' 100'0
PL
AN
P
R O
FI
LE
S H
EE
T
BL
U
FF
VI
EW
S U
PP
LY
C-311
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
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B
Y:
SU
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D B
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SI
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C H
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D B
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AN
SI
D
IS
SU
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AT
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
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C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PR
AI
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D U
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AC
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ER
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A.
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AU
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AG
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C H
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:2
AM
S:
\2
\2
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.0
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SD
A
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-3
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N
P R
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S
H
EE
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BL
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VI
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N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS 52
OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER
MAIN IDENTIFICATION TAPE WITHIN THE
WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION MARKERS
ABOVE INSTALLED WATER MAIN EVERY
500 FEET AND AT ALL BENDS. MARKERS
SHALL BE INSTALLED ONCE FINAL
GRADING IS COMPLETED.
HOR.
0 5' 10' VER.
6.
62+50
6.
6.
7.
63+00
7.
7.
6.
6.
6.
64+00
7.
7.
7.
5.
5.
65+00
5.
5.
5.
5.
4.
66+00
4.
4.
4.
4.
5.
67+00
5.
5.
4.
4.
4.
68+00
4.
4.
4.
4.
4.
69+00
4.
5.
5.
5.
5.
70+00
5.
5.
5.
5.
5.
71+00
5.
5.
5.
5.
5.
72+00
5.
5.
5.
5.
5.
73+00
5.
5.
5.
5.
6.
74+00
5.
5.
5.
5.
5.
75+00
STA 64+09
EXISTING
18" CULVERT STA 64+12
EXISTING 18" CULVERT
" A
PP
R
O X.
VE
R
TI
C
AL
S
EP
AR
AT
IO
N
862.6
" M
IN
S
EP
AR
AT
IO
N
STA 68+04
ABANDONED 24"Ø
PROCESS SEWER PIPE
APPROX. INV. = 849.5
EXISTING GRADE (TYP.)
PROPOSED 6" WATER MAIN (TYP.)
STA 73+89
PROPOSED 6" 22.5° BEND
PROPOSED 6" 45° BEND
" M
IN
. C
O
VE
R
63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74 +0
+0
+0
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 SAN
SAN SAN SAN SAN SAN
C P C P
C P
C
PC
P
C P
C P
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
FH
STA 73+89
PROPOSED 6" 22.5° BEND
PROPOSED 6" 45° BEND
ABANDONED PROCESS
SEWER PIPE
PROPOSED 6" WATER MAIN
REMOVE AND REPLACE
GRAVEL ROAD FOR
WATER CROSSING
EXISTING 15"
SANITARY SEWER
.0
' C
EN
TE
R
T O
C
EN
TE
R
(T
YP
ST
A
+5
M
AT
C
H
LI
N E
C
- C
STA 75+00 MATCHLINE C312 - C313
50' 100'0
PL
AN
N O
R
TH
PL
AN
P
R O
FI
LE
S H
EE
T
BL
U
FF
VI
EW
S U
PP
LY
C-312
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PR
AI
R
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D U
S
AC
, W I
O M
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A
D
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TR
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M
AU
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ER
-S
TU
TZ
, I
N C
T.
F
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D
M
AN
N
D . F
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C
H T
T.
F
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D
M
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N
A.
O
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AU
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/0
8/
W
F2
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W
F2
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EW
D
AI
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FO
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AG
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ES
EA
R
C H
C
EN
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TA
/0
8/
/3
0/
0:
:1
AM
S:
\2
\2
1\
.0
H
D R
-U
SA
C E-
U
SD
A
AR
S D
FR
C
\D ra w in gs
Ag \R
TA
D ra w in gs \C
-3
P
LA
N
P R
O
FI
LE
S
H
EE
T
BL
U
FF
VI
EW
S
U
PP
LY
.d w g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS
52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL
WATER MAIN IDENTIFICATION TAPE
WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION
MARKERS ABOVE INSTALLED
WATER MAIN EVERY 500 FEET AND
AT ALL BENDS. MARKERS SHALL BE
INSTALLED ONCE FINAL GRADING
IS COMPLETED.
5.
75+00
4.
4.
4.
4.
4.
76+00
4.
4.
4.
4.
5.
77+00
5.
5.
5.
5.
5.
4.
78+00
4.
4.
4.
4.
4.
79+00
4.
4.
4.
4.
4.
80+00
3.
4.
4.
4.
4.
81+00
4.
4.
5.
5.
4.
5.
4.
82+00
5.
3.
6.
2.
6.
3.
6.
4.
6.
6.
83+00
6.
7.
5.
8.
5.
8.
5.
7.
5.
7.
84+00
5.
6.
5.
6.
5.
5.
4.
5.
3.
6.
85+00
3.
6.
3.
7.
2.
6.
2.
6.
3.
6.
86+00
3.
6.
3.
6.
3.
6.
2.
6.
2.
6.
87+00
2.
6.
2.
6.
2.
6.
87+50
EXISTING GRADE (TYP.)
PROPOSED 6"
WATER MAIN (TYP.)
67" MIN.
COVER STA 78+41
PROPOSED 6" 22.5° BEND
STA 76+87
PROPOSED 4" SANITARY
SERVICE CROSSING
INV. = 853.00
STA 81+20
PROPOSED 10" SANITARY
SEWER CROSSING
INV. = 851.89
STA 81+48
PROPOSED 6" 22.5° BEND
STA 84+99
PROPOSED 6" 22.5° BEND
STA 84+98
PROPOSED 6" SANITARY SEWER
CROSSING INV. = 853.00
PROPOSED GRADE
(TYP.)
STA 87+40
END OF OFF-SITE
WATER SUPPLY
STA 85+60
ABANDONED 24" PROCESS SEWER CROSSING
APPROXIMATE INV. = 844.00
STA 77+58
EXISTING UNDERGROUND
ELECTRIC SERVICE TO E1,
VERIFY ELEVATION IN FIELD
STA 76+77
PROPOSED GAS LINE
STA 79+71
EXISTING 10" Ø
SANITARY SEWER CROSSING
APPROXIMATE INV. = 851.04
18" MIN.
SEPARATION
18" MIN.
SEPARATION
18" MIN.
SEPARATION STA 84+54
PROPOSED 12"Ø
FORCEMAIN CROSSING
" M
IN
STA. 85+02
PROPOSED 6" BADGER 5 MAIN
CROSSING
STA 84+89
2" SERVICE TO B1
PROPOSED SADDLE, 2"
CORPORATION STOP.
PROPOSED 348 LF OF 2" Ø
SDR9 CTS PE PIPE, AND
PROPOSED 2" CURB
STOP AND BOXSTA 76+00
PROPOSED 6"Ø TEE FITTING
6" Ø GATE VALVE & 5LF OF 6"Ø PIPE
FLUSHING HYDRANT SERVICE
STA 87+00
PROPOSED 6" Ø TEE FITTING
6"Ø GATE VALVE & 5LF OF 6"Ø PIPE
FLUSHING HYDRANT SERVICE
STA 87+38
PROPOSED 6" X 4" REDUCER
SD
SD SD
SD
87+50
75+00
76+00
77+00
78+00 79+00 80+00 81+00
82+00
83+00
84+00
85+00 86+00 87+00
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN
SANSANSAN
SAN SANSANSAN
SD SD
SD
SD SD SD SD
SD
SD
SD
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SD SD
SD
G
G G
G 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
W
W
W
W
W
W W W W W W W
SAN
SAN
SAN
SAN
SAN SAN SAN SAN
G
G
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SA
N
C P
W
W
S
S S
SAN
SAN
SAN
SAN
SD
F F F
F F
F
F
FF
F F
F F
F F
F F
F F
F F
F F
F F
F F
SAN
FFFFF
F
F
F
F
F
F
F
F
D
D
D
D
SD
CO
S
G G
G
G G
G G
G
W
D
SD
F
F
SDSDSDSD
D
W W
W W
W
W W
F
FH
FH
D D
SD
STA 78+41
PROPOSED 6" 22.5° BEND
STA 81+48
PROPOSED 6" 22.5° BEND
11-0' CENTER TO
CENTER (TYP.)
STA 84+99
PROPOSED 6" 22.5° BEND
PROPOSED 4" WATER
SERVICE
STA 87+40
END OFF-SITE
WATER SUPPLY
SEE SHEET C-314
FOR ON-SITE SERVICE
A
PROPOSED
SITE FENCE (TYP.)
PROPOSED
SANITARY SERVICE
SEE SHEET C-328
PROPOSED 6"
WATER MAIN
B8
E1
E2
STA 84+89
2" SERVICE LINE TO B1
PROPOSED SADDLE,
2" CORPORATION STOP.
PROPOSED 348 LF OF 2"
Ø SDR9 CTS PE PIPE, AND
PROPOSED 2" CURB STOP
AND BOX
B1 SERVICE LINE
SEE SHEET C-314
STA 87+00
PROPOSED FLUSHING HYDRANT
PROPOSED 6"Ø TEE FLUSHING
6"Ø GATE VALVE AND 5LF 6"Ø PIPE
STA 87+38
PROPOSED 6" X 4" REDUCER
STA 76+00
PROPOSED FLUSHING HYDRANT
PROPOSED 6"Ø TEE FITTING,
6"Ø GATE VALVE AND 5LF 6"Ø PIPE
ST
A
+0
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US Army Corps of Engineers ®
SHEET ID
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9-
3-
NOTES:
1. WATER MAIN MATERIAL SHALL BE
EITHER DIP CLASS 350 THICKNESS 52
OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS
INSTALLED, CONTRACTOR SHALL
INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER
MAIN IDENTIFICATION TAPE WITHIN THE
WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE
WATER MAIN IDENTIFICATION MARKERS
ABOVE INSTALLED WATER MAIN EVERY
500 FEET AND AT ALL BENDS. MARKERS
SHALL BE INSTALLED ONCE FINAL
GRADING IS COMPLETED.
50' 100'0 HOR.
0 5' 10' VER.
4.
5.
0+00
3.
6.
4.
7.
0+50
4.
7.
5.
6.
1+00
5.
6.
5.
7.
1+50
4.
6.
5.
6.
2+00
5.
5.
4.
4.
2+50
3.
6.
3.
6.
3+00
3.
6.
3.
6.
3+50
ALGN BLUFFVIEW A SERVICE PROFILE VIEW
PROPOSED GRADE (TYP.)
B1
STA 1+57.30
PROPOSED 12" Ø
STORMWATER PIPE
STA 0+02
BEGIN 2" Ø BLUFFVIEW
SERVICE AT TEE FITTING
IN OFFSITE MAIN
PROPOSED 348 LF 2" Ø
SDR9 CTS PE PIPE
BLUFFVIEW SERVICE
LINE
STA 2+13
PROPOSED 12" Ø
FORCEMAIN
STA 2+31
PROPOSED 90°
BEND
STA 2+34
PROPOSED 6" Ø
BADGER 5 MAIN
6" M
IN
SE
PA
R
AT
IO
N
STA 3+20
PROPOSED
90° BEND
STA 3+21
PROPOSED 6" Ø
BADGER 5 MAIN
STA 3+50
END BLUFFVIEW
SERVICE LINE AT B1
STA 3+39
PROPOSED 12" Ø
FORCEMAIN
STA 3+46
PROPOSED 4" Ø
STORMWATER PIPE
6" M
IN
SEPAR
ATIO
N
STA 3+45
PROPOSED 2"
CURB STOP AND
BOX
0+00
1+
2+
3+00
3+
0+00
G G
G G
G G
G G
G
G G G G
G G
GG
W
W
W
W
W
W
W
W W W W W W W W
SAN SAN SAN SAN SAN
G
W W
WW
S S
SAN
SAN
SAN
SAN
SD
SD
F F F
F
FFF
F F
F F
F F
F F
F F
F F
F F
F F
D
D
SD
SA
N
F
D
SDSDSDSDSDSD
D
W W
W W
W W
W
W W
FH
D
D
SD
SD
A
BLUFFVIEW OFFSITE
MAIN, SEE SHEET C-313
STA 0+02
BEGIN 2" Ø SERVICE LINE
TO B1 AT 2" CORPORATION
STOP IN OFFSITE MAIN
STA 2+31
PROPOSED 90° BEND
STA 3+20
PROPOSED 90°
BEND
STA 3+50
END BLUFFVIEW
SERVICE LINE AT B1
B1 B2
STA 3+45
PROPOSED 2" CURB
STOP AND BOX
0+
1+001+50
G G
G G
GG
G G
G
W W W W W
SAN SAN SAN
G
W W
WW
S
D
F F F F F F F
F F
F F
F F
F
F F
F F
SD SDD
D
SD
SD
SD
S
SA
N
SAN SAN
WW
D
SD
FF
SDSDSDSD D
FF
FH
D SD
OFFSITE BLUFFVIEW
WATER MAIN,
SEE SHEET C-313
STA 0+05
BEGIN 4" BLUFFVIEW
SERVICE LINE WITH 90°
ELBOW IN MAIN
STA 0+78
PROPOSED 90°
BEND
B3
A
B4
B6
0+00
1+
G G
G G
GG
G G
G
W W W W W
SAN SAN SAN
G
W W
WW
S
D
F F F F F F F
F F
F F
F F
F
F F
F F
SD SDD
D
SD
SD
SD
S
SA
N
SAN SAN
WW
D
SD
FF
SDSDSDD
FF
FH
D SD
OFFSITE BLUFFVIEW
WATER MAIN,
SEE SHEET C-313
STA 0+93
PROPOSED 2" Ø 90°
BEND
STA 0+11
PROPOSED 4" x 2"
REDUCER
STA 0+5
BEGIN 4" BLUFFVIEW
SERVICE LINE AT
TEE IN MAIN
B6
B4
B3
A
2.
6.
0+00
1.
7.
1.
7.
0+50
1.
6.
1.
7.
1+00
1.
6.
1+50
STA 0+05
BEGIN 4" BLUFFVIEW
SERVICE TO
A AT 4" ELBOW IN
BLUFFVIEW OFFSITE
MAIN, SEE SHEET C-313
STA 0+78
PROPOSED 90°
BEND
STA 0+64
PROPOSED
GAS LINE
A
STA 1+42
END OF BLUFFVIEW
SERVICE LINE AT A,
SEE ARCHITECTURAL
SHEETS
STA 0+13
PROPOSED 4"
TEE, SERVICE TO B4
2.
7.
0+00
1.
7.
1.
5.
0+50
1.
5.
1+00
STA 0+5
BEGIN 2"
BLUFFVIEW
SERVICE TO
B4 AT
TEE IN A
SERVICE
AT STA 0+13
SEE THIS
SHEET
STA 0+11
PROPOSED
4" x 2"
REDUCER
STA 0+93
PROPOSED 2" Ø 90° BEND
STA 0+97
END OF BLUFFVIEW
SERVICE AT B4
B4
STA 0+26
PROPOSED 6" Ø
BADGER 5 SERVICE
STA 0+20
PROPOSED
GAS LINE
STA 3+45
PROPOSED 2"
CURB STOP AND BOX
PL
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US Army Corps of Engineers ®
SHEET ID
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9-
3-
BLUFFVIEW - B1 SERVICE
BLUFFVIEW - A SERVICE
BLUFFVIEW - B4 SERVICE
PLAN
NORTH
40' 80'0
10' 20'0
HOR.
VER.
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS 350 THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED, CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN IDENTIFICATION TAPE WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PVC OR PE WATER SERVICES FROM THE MAIN TO
THE BUILDING.
0.
0+00
0.
0.
0+50
9.
9.
1+00
9.
8.
1+50
8.
8.
2+00
8.
7.
2+50
8.
7.
3+00
8.
7.
3+50
6.
7.
4+00
9.
9.
4+50
0.
0.
5+00
0.
0.
5+50
1.
1.
6+00
1.
1.
6+50
1.
2.
7+00
2.
4.
7+50
3.
3.
3.
3.
8+00
2.
2.
1.
1.
8+50
2.
2.
4.
2.
9+00
67" MIN. COVER
STA 2+55
ABANDONED PROCESS SEWER CROSSING
CONTRACTOR TO VERIFY SIZE AND
TOP OF PIPE ELEVATION
STA 0+25 - 0+35
PROPOSED WELL HEAD, VAULT
AND PITLESS ADAPTOR (SEE SHEET C-508)
STA 6+70
PROPOSED 6"
90° BEND
PROPOSED 6" BADGER 5
WATER MAIN ( TYP.)
STA 3+57
PROPOSED 6" 90° BEND
EXISTING GRADE (TYP.)
FOR PIPING LAYOUT BY
FIRE PUMP BUILDING
SEE SHEET FP-102
STA 0+43
PROPOSED 6" 22.5° BEND
18" MIN.
SEPARATION
STA 8+77
PROPOSED 6" 90°
BEND
STA 8+92
END BADGER 5 WELL
OFFSITE MAIN
PROPOSED GRADE (TYP.)
SD
0+00
1+
2+
3+
4+00 5+00 6+00 7+00
8+
9+00
SD
MW
MW
MW
MW
MW
SD
SD
C P
C P
E E
E E
E E
E E
EEEEE
F F
FFFF
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
F
CPCPCP
F F
F F
F
FFFFFFFFFF
F F
F F
F F
F F
F
D D
FOR PIPING LAYOUT
SEE SHEET FP-102
REMOVE AND REPLACE
HMA AND AGGREGATE
BASE, SEE ROAD PATCHING
DETAIL/SHEET C-505
STA 3+57
PROPOSED 6" 90° BEND
STA 0+25 - 0+35
PROPOSED WELL HEAD
VAULT, SEE SHEET C-508
BADGER WELL 5
REHABILITATION,
SEE SHEET C-509
ONSITE BADGER 5 MAIN,
SEE SHEET C-320
STA 0+13.82
BEGIN 6" BADGER 5 MAIN,
CONNECT TO EXISTING WELL
STA 0+43
PROPOSED 6" 22.5° BEND
ONSITE BADGER 5 WATER MAIN,
SEE SHEET C-316
STA 8+77
PROPOSED 6" 90° BEND
PROPOSED 6" BADGER 5
WATER MAIN
ABANDONED PROCESS
SANITARY SEWER
PROPOSED FIRE
PUMP BUILDING,
SEE SHEET FP-102
STA 4+05
PROPOSED 6" 90° BEND
REMOVE AND REPLACE
HMA AND AGGREGATE BASE,
SEE ROAD PATCHING/
DETAIL/SHEET C-505
WELL
50' 100'0
PL
AN
P
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S H
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C-315
US Army Corps of Engineers ®
SHEET ID
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Pl ot D at e:
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9-
3-
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS 350
THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED, CONTRACTOR
SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN IDENTIFICATION
TAPE WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL BLUE WATER MAIN
IDENTIFICATION MARKERS ABOVE INSTALLED WATER MAIN
EVERY 500 FEET AND AT ALL BENDS. MARKERS SHALL BE
INSTALLED ONCE FINAL GRADING IS COMPLETED.
PLAN
NORTH
1' 5' 10'
VER.
50' 100'0
3.
4.
0+00
3.
3.
3.
3.
0+50
3.
3.
3.
4.
1+00
3.
3.
3.
3.
1+50
3.
4.
3.
4.
2+00
2.
4.
1.
4.
2+50
1.
4.
0.
2.
3+00
0.
0.
9.
0.
3+50
8.
0.
8.
0.
4+00
7.
3.
7.
3.
4+50
7.
2.
7.
9.
5+00
7.
9.
7.
9.
5+50
7.
0.
8.
2.
6+00
8.
2.
8.
7.
6+50
9.
7.
6+60
PROPOSED 8" Ø
BADGER 5
WATER MAIN
STA 1+47
PROPOSED 8" TEE
AND 6" Ø SERVICE TO B11
SEE SHEET C-323
67" MIN. COVER
STA 2+66
PROPOSED 6" Ø
WATER MAIN QUALITY
GRAVITY MANURE
TRANSFER SERVICE 18" MIN
SEPARATION
STA 2+70
PROPOSED GAS
SERVICE
STA 3+86
PROPOSED 8" x 6" TEE
AND 6" Ø SERVICE TO B9
SEE SHEET C-323
STA 4+29
PROPOSED 2" Ø
SERVICE TO B7
STA 4+64
PROPOSED 18" Ø
STORMWATER PIPE
INV. = 858.77'
STA 4+68
PROPOSED 18" Ø
STORMWATER PIPE
INV. = 858.77'
STA 6+03
8" Ø TEE
CONNECT WITH BADGER 5 MAIN
AT END OF LOOP STA 32+73
STA 6+30
PROPOSED 8" x 6" TEE
FITTING TO HYDRANT
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 1+51
PROPOSED 8" GATE
VALVE AND VALVE BOX
STA 6+36
PROPOSED
6" GATE VALVE
AND VALVE BOX
STA 6+32
PROPOSED 8" x 6"
REDUCER TO NORTH
STA 5+87
PROPOSED 12" Ø
WATER MAIN QUALITY
STORMWATER PIPE
11.00' 11.00'
PROPOSED 8" BADGER 5
WATER MAIN
12" CASING PIPE
PROPOSED FIRE PUMP
BUILDING
SEE SHEET FP-102
PROPOSED 6" BADGER 5
WATER MAIN
STA 4+08 PROPOSED
12" Ø CULVERT
CB
CB
+6 7.
0+
1+
2+003+004+005+00 6+00
30+00
+0
+0
G G
G G G G G G G
G
G
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
C P
C P
C P
C P
C P
F F F
F F
F F
F F
F F
F
FFFFFFF
F F
F
F F F F F F F F F F F F F F F F F F F F F F
F F
F F
F F
F
G G
S
SD
SD
SD
SD
SD
CP
CP
CP
CP
SAN
SAN
SAN
GGGGGGGGG
F F
F F F
SSAN SAN SAN SAN SAN SAN
CP
CP
F F
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
G
CO
CO
D
D
CO
F F
F F
D
STA 6+30
PROPOSED HYDRANT
PROPOSED 8" x 6" TEE, 6" GATE VALVE AND VALVE BOX, AND 3 LF OF 6" Ø PIPE
STA 3+86
PROPOSED
8" X 6" TEE
STA 4+29
2" SERVICE LINE TO B7
PROPOSED SADDLE, 2" CORPORATION
STOP, 110 LF OF 2" Ø SDR 9 CTS PE PIPE,
AND 2" CURB STOP AND BOX
6" FIRE SERVICE LINE TO B11
SEE SHEET C-323
STA 1+47
PROPOSED
8" X 8" TEE
B3
B7
B11STA 6+03
PROPOSED 8" TEE
STA 6+32 AND STA 6+36
PROPOSED 6" x 8" REDUCER
6" GATE VALVE AND VALVE BOX
STA 1+51
PROPOSED 8"
GATE VALVE
AND VALVE BOX
PROPOSED 6" BADGER 5 WATER MAIN
SEE SHEET C-320
PROPOSED FIRE PUMP
BUILDING, SEE
SHEET FP-102
PROPOSED 6" BADGER 5
WATER MAIN,
SEE SHEET C-315
PROPOSED 8" BADGER 5
WATER MAIN
PROPOSED 6" GATE VALVE
AND VALVE BOX
PROPOSED 8" BADGER 5
WATER MAIN
6" BADGER 5 SERVICE LINE
TO BUILDING B9
SEE SHEET C-323SEE SHEET C-317
STA 6+60
ELECTRIC
TRANSFORMER
PL
AN
P
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FI
LE
S H
EE
T
BA
D G
ER
M
AI
N
C-316
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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9-
3-
30' 60'0
10' 20'0
HOR.
VER.
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS 350
THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED,
CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN
IDENTIFICATION TAPE WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PVC
OR PE WATER SERVICES FROM THE MAIN TO THE
BUILDING.
PLAN
3' 6'
9.
7.
6+60
9.
7.
9.
7.
7+00
9.
8.
9.
7.
7+50
9.
4.
0.
2.
8+00
1.
2.
0.
2.
8+50
1.
5.
1.
5.
9+00
2.
3.
3.
4.
9+50
3.
5.
3.
5.
10+00
2.
5.
2.
6.
10+50
1.
6.
0.
6.
11+00
0.
6.
0.
5.
11+50
0.
5.
0.
4.
12+00
0.
4.
0.
4.
12+50
1.
4.
1.
4.
13+00
1.
4.
13+20
18" MIN.
SEPARATION
DISTANCE
(TYP.)
STA 7+41
PROPOSED 8" Ø
WATER MAIN QUALITY
SANITARY SEWER LINE
INV. = 856.85'
STA 6+97
PROPOSED 6" X 4" TEE,
4" X 3" REDUCER,
3"Ø SERVICE LINE TO B5
STA 7+54
PROPOSED 12" Ø
WATER MAIN QUALITY
STORMWATER PIPE
STA 7+87
PROPOSED 6" TEE
FIRE HYDRANT SERVICE
STA 8+85
PROPOSED 6" x 4" TEE, 4" Ø SERVICE TO B6
STA 9+66
PROPOSED 6" 90° BEND
67" MIN. COVER
STA 11+65
PROPOSED 6" TEE
FIRE HYDRANT SERVICE
STA 7+95
PROPOSED 6"
GATE VALVE
AND VALVE BOX
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 11+70
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 12+89
PROPOSED 30" Ø
FLUME PIPE
INV. = 854.94'
STA 9+60
PROPOSED
GAS LINE
18" MIN.
SEPARATION
STA 9+67
PROPOSED 1.5" Ø
SERVICE LINE TO C2
PROPOSED 6" BADGER 5
WATER MAIN
STA 12+19
PROPOSED
VERTICAL
6" 45° BEND
STA 12+54
PROPOSED
VERTICAL
6" 45° BEND
11.00'
11.00'
PROPOSED 6" BADGER 5
WATER MAIN
10" CASING PIPE
CBCB
5+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
F
F
F
F
F
F
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CP
CP
CP
CP
CP
CP
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CP
CP
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
SD
SD
SD
SD
SD
SD
SD
D
D
D
D
G
G
G
G
G
G
G
F
F
F
F
F
D
F
F
CO
CO
CO
CO
D
D
D
CP
CP
CP
CP
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CP
CP
CP
CO
F
D
DSTA 11+65
PROPOSED HYDRANT
PROPOSED 6" TEE,
6" GATE VALVE AND VALVE BOX
AND 40 LF OF 6" Ø PIPE
STA 8+85
SERVICE LINE TO B6
PROPOSED 6" x 4" TEE, 4" GATE VALVE AND VALVE
BOX, AND 85 LF 4" Ø PIPE
STA 7+87.13
PROPOSED HYDRANT
PROPOSED 6" TEE,
6" GATE VALVE AND VALVE BOX,
AND 60 LF OF 6" Ø PIPE
STA 6+97
SERVICE LINE TO B5
PROPOSED 6" X 4" TEE,
4" X 3" REDUCER, 3" GATE
VALVE AND VALVE BOX,
AND 25 LF OF 3"Ø PIPE
C3
B6
B9
STA 11+70
PROPOSED 6"
GATE VALVE
STA 7+95
PROPOSED 6" GATE VALVE
AND VALVE BOX
SEE SHEET C-323
B5
STA 9+67
1.5" SERVICE LINE TO C2
PROPOSED SADDLE, 1.5" CORPORATION STOP,
127 LF OF 1.5" Ø SDR 9 CTS PE PIPE,
AND 1.5" CURB STOP AND BOX, SEE SHEET C-323
STA 9+66
PROPOSED 6" 90° BEND
PROPOSED 6" BADGER 5
WATER MAINWATER MAIN TO FIRE HYDRANT
SHALL BE CASED UNDER
PROPOSED GMT USING
FOUR (4) - 45° BENDS
PROPOSED 6" BADGER 5
WATER MAIN
PROPOSED 8" BADGER 5
SEE SHEET C-316
SEE SHEET C-318
STA
6+
STA 13+20
MW
S
CO
PL
AN
P
R O
FI
LE
S H
EE
T
BA
D G
ER
M
AI
N
C-317
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
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N
B Y:
D
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N
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B
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
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AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
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C
A
D
AT
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AR
K
D
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C R
IP
TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
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PR
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AM
S:
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N . D
R
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S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
30' 60'0
10' 20'0
HOR.
VER.
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS 350
THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED,
CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN
IDENTIFICATION TAPE WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PVC
OR PE WATER SERVICES FROM THE MAIN TO THE
BUILDING.
PLAN
1.
4.
13+20
1.
4.
0.
4.
13+50
0.
4.
0.
4.
14+00
1.
5.
1.
5.
14+50
2.
5.
2.
5.
15+00
2.
5.
2.
6.
15+50
2.
6.
2.
7.
16+00
2.
7.
3.
7.
16+50
3.
7.
3.
7.
17+00
4.
7.
3.
6.
17+50
3.
6.
3.
7.
18+00
3.
6.
3.
6.
18+50
3.
6.
3.
6.
19+00
3.
6.
3.
6.
19+50
4.
5.
4.
5.
19+80
STA 17+89
PROPOSED 6" TEE
CONNECTION TO B13 & A
FIRE SERVICE LINE
STA 15+83 & 15+67
PROPOSED
(2) 6" 45° BEND
67" MIN COVER
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 17+95
PROPOSED 6"
GATE VALVE
AND VALVE BOX
PROPOSED 6" BADGER 5
WATER MAIN
STA 17+68
PROPOSED 2" Ø
WATER MAIN QUALITY
FORCE MAIN
18" MIN
SEPARATION
19+68
PROPOSED 6" TEE
PROPOSED FIRE
SERVICE LINE TO B8
SEE SHEET C-321
ABANDONED PROCESS SEWER
(APPROX. INV. = 844.00')
STA 19+78
PROPOSED GASLINE
STA 13+85 PROPOSED 10"Ø
WATER MAIN QUALITY
STORMWATER PIPE
" M
IN
. S
EP
AR
AT
IO
N
11+0012+0013+0014+00 15+00
+0
+0
18+00
19+00
G
G G G G G GG
G G
G G
G G
G
G G G G G G G G G G G G G G G
SD
SD
SDSD
F F F F F F F F F F F F
F
F
F F
F F
F F
F F
F F
F
F F F F F F F F F F F F F F F F F F F F F F F F
F
FFFFFFFFF
SD SD SD
SD
SD
SD
DD
S S
SA
N
SAN SAN SAN SAN SAN SANSANSANSANSAN
D
C P
C P
D
SD
F F F
F
FF
F
CP
CP
CP
CP
CP D
CO
CO
CO
CO
D D
CBCB
ABANDONED PROCESS SEWER
APPROX INV. = 844.0'
8" Ø BADGER 5 SERVICE LINE,
SEE SHEET C-322
6" Ø BADGER 5 SERVICE LINE,
SEE SHEET C-322
1" Ø BADGER 5 SERVICE LINE,
SEE SHEET C-322
PROPOSED 8" BADGER 5
WATER MAIN TO B8
SEE SHEET C-321
SEE SHEET C-319
STA 17+95
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 17+89
PROPOSED 6" TEE
STA 15+83 & 15+67
PROPOSED (2) 6" 45° BEND
B13
B6
PROPOSED 6" BADGER 5
WATER MAIN
PROPOSED 6" BADGER 5
WATER MAIN
B4
SEE SHEET C-317
STA 19+68
PROPOSED 6" TEE
B5
STA 19+80
STA 13+20
MIN 10'
30' 60'0
PL
AN
P
R O
FI
LE
S H
EE
T
BA
D G
ER
M
AI
N
C-318
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
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D R
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B
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SU
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D B
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C H
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D B
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AN
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D
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SU
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C O
N
TR
AC
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N O
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C
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AT
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N N
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3 5 7 9 11 13 15 17 19
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AR
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D
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
10' 20'0
HOR.
VER.
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS
350 THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED,
CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN
IDENTIFICATION TAPE WITHIN THE WATER MAIN
TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL
PVC OR PE WATER SERVICES FROM THE MAIN TO
THE BUILDING.
PLAN
4.
5.
19+80
3.
5.
20+00
3.
6.
3.
6.
20+50
4.
7.
4.
7.
21+00
5.
6.
5.
6.
21+50
5.
7.
4.
7.
22+00
5.
6.
5.
6.
22+50
4.
4.
3.
6.
23+00
3.
6.
3.
6.
23+50
3.
5.
3.
3.
24+00
2.
2.
2.
5.
24+50
2.
6.
1.
6.
25+00
1.
7.
1.
7.
25+50
1.
7.
0.
6.
26+00
0.
6.
0.
6.
26+40
STA 19+84
PROPOSED 6" TEE
FIRE HYDRANT SERVICE
STA 20+32
PROPOSED 6" Ø BLUFFVIEW WATER MAIN
INV. = 859.5'
STA 20+20
PROPOSED 8" Ø
SANITARY SEWER
INV. = 853.2'
STA 20+38
PROPOSED 6" Ø
SAN. SEWER SERVICE
LINE TO A
MAX INV. = 855.50'
67" MIN. COVER
STA 22+53
GAS LINE
STA 19+89
PROPOSED 6"
GATE VALVE
AND VALVE BOX STA 22+65
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 23+46
1" SERVICE LINE TO B1
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 26+01
PROPOSED 6" TEE
FIRE HYDRANT SERVICE
STA 26+05
PROPOSED 6"
GATE VALVE
AND VALVE BOX
18" MIN.
SEPARATION
6" MIN. SEPARATION
STA 25+30
PROPOSED 4" Ø
STORMWATER PIPE
STA 22+46
PROPOSED 12" Ø
FORCEMAIN
18" MIN
SEPARATION
PROPOSED 6" BADGER 5
WATER MAIN
STA 20+08
PROPOSED 8" Ø
WATER MAIN QUALITY
STORM DRAIN
INV. 862.53'
4.
5.
19+80
3.
5.
20+00
3.
6.
3.
6.
20+50
4.
7.
4.
7.
21+00
5.
6.
5.
6.
21+50
5.
7.
4.
7.
22+00
5.
6.
5.
6.
22+50
4.
4.
3.
6.
23+00
3.
6.
3.
6.
23+50
3.
5.
3.
3.
24+00
2.
2.
2.
5.
24+50
2.
6.
1.
6.
25+00
1.
7.
1.
7.
25+50
1.
7.
0.
6.
26+00
0.
6.
0.
6.
26+40
STA 23+50
PROPOSED 2"Ø BLUFFVIEW
WATER LINE, 6" SEPERATION
STA 22+61 PROPOSED
6" TEE FIRE HYDRANT SERVICE
STA 21+79.91
PROPOSED 12" Ø
STORMWATER PIPE
+0
20+00
21+00
22+0023 +0
24+00
+0
+0
G
G
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
SAN
SAN
SAN
SAN
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
S
SAN
SAN
SAN
SAN
SAN
SD
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
SAN
SAN
SAN
SAN
SAN
F
F
F
F
F
F
F
F
F
F F
F F
F F
F
D
D
SD G
F
CP
D
F
F
F
F
SD
SD
SD
SD
D
W
W
W
W
W
W
W
W
W
W
W
W
W
D
G
D
SD
SD
ABANDONED
PROCESS SEWER
APPROX. INV. = 844.0'
STA 22+61
PROPOSED HYDRANT
PROPOSED 6" TEE, 6" 90° BEND
6" GATE VALVE AND VALVE BOX,
AND 35 LF 6 Ø PIPE
STA 23+46
1 " SERVICE LINE TO B1
PROPOSED SADDLE, 1" CORPORATION
STOP, 30 LF OF 1" SDR 9 CTS PE PIPE,
AND 1" CURB STOP AND BOX
STA 19+84
PROPOSED HYDRANT
PROPOSED 6" TEE,
6" GATE VALVE AND VALVE BOX,
AND 8 LF 6" Ø PIPE
A
B1
B3
STA 22+65
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 19+89
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 26+01
PROPOSED HYDRANT
PROPOSED 6" TEE,
6" GATE VALVE AND VALVE BOX,
AND 35 LF 6" Ø PIPE
STA 26+05
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 26+40
MATCH LINE
SEE SHEET C-320
PROPOSED 6" BADGER 5
WATER MAIN
PROPOSED 6" BADGER 5
WATER MAIN
SEE SHEET C-318
PROPOSED 6" BADGER 5
WATER MAIN
SEE SHEET C-318
STA
+8
8" Ø FIRE SERVICE LINE TO B8
SEE SHEET C-321
+0
20+00
21+00
22+0023 +0
24+00
+0
+0
30' 60'0
PL
AN
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S H
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BA
D G
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C-319
US Army Corps of Engineers ®
SHEET ID
U S
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9-
3-
10' 20'0
HOR.
VER.
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS
350 THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED,
CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN
IDENTIFICATION TAPE WITHIN THE WATER MAIN
TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL
PVC OR PE WATER SERVICES FROM THE MAIN TO THE
BUILDING.
PLAN
0.
6.
26+40
0.
5.
26+50
0.
5.
0.
5.
27+00
0.
4.
0.
4.
27+50
0.
5.
0.
5.
28+00
0.
5.
0.
6.
28+50
1.
6.
0.
6.
29+00
0.
7.
9.
7.
29+50
9.
7.
9.
7.
30+00
9.
7.
8.
7.
30+50
8.
5.
7.
5.
31+00
7.
5.
7.
5.
31+50
7.
5.
7.
6.
32+00
7.
6.
7.
4.
32+50 32+72
STA 30+71
PROPOSED 6" 90° BEND
STA 31+65
PROPOSED 6" X 4" TEE,
4" X 3" REDUCER,
3" Ø SERVICE TO B3
STA 32+72
END OF BADGER 5 MAIN
67" MIN. COVER
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 30+79
PROPOSED 6"
GATE VALVE
AND VALVE BOX STA 30+84
PROPOSED 6" TEE
FIRE HYDRANT SERVICE
STA 32+65
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 32+19
PROPOSED 12" Ø
WATER MAIN QUALITY
STORM DRAIN
PROPOSED 6" BADGER 5
WATER MAIN
STA 27+35
PROPOSED 6" Ø
WATER MAIN QUALITY
STORMWATER PIPE
18" MIN.
SEPARATION
STA 32+69
PROPOSED 8" X 6" REDUCER
18" MIN.
SEPARATION
0.
6.
26+40
0.
5.
26+50
0.
5.
0.
5.
27+00
0.
4.
0.
4.
27+50
0.
5.
0.
5.
28+00
0.
5.
0.
6.
28+50
1.
6.
0.
6.
29+00
0.
7.
9.
7.
29+50
9.
7.
9.
7.
30+00
9.
7.
8.
7.
30+50
8.
5.
7.
5.
31+00
7.
5.
7.
5.
31+50
7.
5.
7.
6.
32+00
7.
6.
7.
4.
32+50 32+72
+6
7.
4+005+00 6+00
24+00
25+00 26+00 27+00 28+00 29+00 30+00
+0
+0
S
48 in MH
D
D D D
D
G
GG
W W
WW
SD
SD
SDD D D SD
SD
SD
SD
SD
SD
C P
C P
C P
F F
F F
F F
F F
F
FFFFFFFFFFFFFFFFFFFFFFFFFF
F F
F F
F F F
F
F
F
F
F F F F F F F F F F F
S
SD
SD
SD
SD SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
CP
CP
CP
CP
G G
SAN
F F
F F F
SAN
D CO
CO
G
F
SD
D
STA 30+71
PROPOSED 6" 90° BEND
STA 30+84
PROPOSED HYDRANT
PROPOSED 6" TEE,
6" GATE VALVE AND VALVE BOX,
AND 5 LF 6"Ø PIPE
STA 31+72
SERVICE LINE TO B3
PROPOSED 6" X 4" TEE,
4" X 3" REDUCER, 3" GATE
VALVE AND VALVE BOX,
AND 64 LF OF 3" Ø PIPE
STA 30+79
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 32+65 AND STA 32+69
PROPOSED 6" x 8" REDUCER
PROPOSED 6" GATE VALVE
AND VALVE BOX
STA 32+73
END OF BADGER 5 MAIN
8" TEE, CONNECT TO
BADGER 5 MAIN AT
STA 6+03, SEE SHEET C-316A
B2 B3
B7
PROPOSED 6" BADGER 5
WATER MAIN
PROPOSED 6" BADGER 5
WATER MAIN
SEE SHEET C-319
ST
A
+4
+6
7.
4+005+00 6+00
24+00
25+00 26+00 27+00 28+00 29+00 30+00
+0
+0
S
48 in MH
D
D D D
D
30' 60'0
PL
AN
P
R O
FI
LE
S H
EE
T
BA
D G
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M
AI
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C-320
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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D R
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N N
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3 5 7 9 11 13 15 17 19
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D
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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N . D
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LA
N E, S U
IT
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PE
O
R
IA
, I L
9-
3-
10' 20'0
HOR.
VER.
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS 350
THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED, CONTRACTOR
SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN IDENTIFICATION
TAPE WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PVC OR
PE WATER SERVICES FROM THE MAIN TO THE BUILDING.
PLAN
4.
6.
0+00
5.
6.
6.
6.
0+50
6.
6.
5.
6.
1+00
5.
5.
5.
4.
1+50
5.
6.
5.
4.
2+00
5.
3.
4.
2.
2+50
4.
3.
5.
3.
3+00
5.
3.
6.
2.
3+50
6.
2.
6.
2.
4+00
7.
2.
7.
2.
4+50
7.
4.
6.
6.
5+00
6.
6.
5+50
6.
7.
7.
6+00
7.
7.
6.
7.
6+50
6.
6.
7+00
6.
6.
7+50
6.
6.
8+00
6.
6.
6.
6.
8+50
6.
6.
9+00
STA 2+02
PROPOSED 8" 45° BEND
67" MIN. COVER
STA 5+75
PROPOSED 8" 45° BEND
STA 7+11
PROPOSED 8" 90° BEND, 8" X 6" REDUCER,
6" GATE VALVE AND VALVE BOX,
AND 5 LF OF 6" Ø PIPE
FIRE HYDRANT SERVICE
AGRON BUILDING (B8)
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 7+09
PROPOSED 1" Ø
SERVICE TO B8
STA 0+33
PROPOSED 12" Ø
WATER MAIN QUALITY
FORCE MAIN
STA 0+02 AND STA 0+04
PROPOSED 6" GATE VALVE
AND VALVE BOX,
AND 8" X 6" REDUCER
STA 0+00
PROPOSED 6" TEE
PROPOSED 8" BADGER 5
MAIN LINE TO B8
ROAD
18" MIN.
SEPARATION
67" MIN.
COVER
S
S
S
S
8+94.08
0+001+002+00
3+00
4+00
5+00
6+007+008+00
0+00
G G
G G G G
G G
GG
G G
G G
G
G
W
W
W
W
W W W W W W W W
SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
C P
SA
N
SA
N
SA
N
W W
S S
SAN
SAN
SAN
F F F
F F
F F
F F
F F
F
F F
F F
F F
F
F F
SAN
FFFFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
FFFFFFF
F
D
S
SA
N
G G
G G
G G
C P
C P
F F
FF
SDSDSDSDSDSD
D
CP
CP
CP
W
FH
B8
STA 7+11
PROPOSED HYDRANT
PROPOSED 8" 90° BEND, 8" X 6" REDUCER,
6" GATE VALVE AND VALVE BOX,
AND 5 LF 6" Ø PIPE
STA 5+75
PROPOSED 8" 45° BEND
STA 2+02
PROPOSED 8" 45° BEND
PROPOSED 6" Ø BADGER 5
WATER MAIN, SEE SHEET C-319
STA 0+00
BEGIN 8" Ø BADGER 5 MAIN AGRON
AT 6" TEE FITTING IN BADGER 5 MAIN
SEE SHEET C-318
PROPOSED 6" Ø BADGER 5
WATER MAIN, SEE SHEET C-318
PROPOSED 8" Ø BADGER 5
MAIN LINE TO B8
STA 0+00 BEGINS
AT PROPOSED 6" TEE
STA 0+02
PROPOSED 6" GATE VALVE
AND VALVE BOX
STA 0+04
PROPOSED 8" X 6"
REDUCER
REMOVE EXISTING SANITARY, SEE SHEET C-102
STA 7+09
1" SERVICE LINE TO B8
PROPOSED SADDLE, 1" CORPORATION
STOP, 86 LF OF 1" Ø SDR 9 CTS PE PIPE,
AND 1" CURB STOP AND BOX
STA 0+00 (MAIN AGRON) = STA 19+65 (MAIN)
40' 80'0
PL
AN
P
R O
FI
LE
B
AD
G
ER
M
AI
N
AG
R O
N
C-321
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
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IN
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D R
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B
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D B
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D B
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AN
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D
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SU
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C O
N
TR
AC
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N O
SO
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C
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AT
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N N
O
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3 5 7 9 11 13 15 17 19
L
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AR
K
D
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C R
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TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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PR
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D U
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S:
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N E, S U
IT
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, I L
9-
3-
10' 20'0
HOR.
VER.
PLAN
NORTH
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP
CLASS 350 THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED,
CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN
IDENTIFICATION TAPE WITHIN THE WATER MAIN
TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON
ALL PVC OR PE WATER SERVICES FROM THE MAIN
TO THE BUILDING.
4' 8'
3.
4.
3.
5.
0+50
3.
4.
2.
5.
1+00
1.
7.
1.
7.
1+50
1.
7.
1.
6.
2+00
1.
6.
2.
7.
2+50 2+75
BUILDING A
STA 0+25
BEGIN 6" Ø BADGER 5 FIRE SERVICE
INV. = 858.8'
8" X 6" REDUCER
67" MIN.
COVER
18" MIN.
SEPARATION
STA 0+42
PROPOSED 8" Ø SAN. MAIN
INV. = 854.5'
STA 0+85
PROPOSED 8" Ø
WATER MAIN QUALITY
STORMWATER PIPE
STA 1+18
PROPOSED 4" Ø
BLUFFVIEW WATER
INV. = 860.2'
STA 1+70
PROPOSED 6"
45° BEND
STA 2+62
END OF 6" Ø BADGER 5
FIRE SERVICE LINE
AT A
STA 2+60
PROPOSED GAS LINE
PROPOSED GRADE (TYP.)
STA 0+30
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 1+94
PROPOSED 6"
45° BEND
18" MIN.
SEPARATION
STA 1+20
PROPOSED 6" TEE FITTING
CONNECTION TO B4
BADGERS 5 LINE
STA 1+66 PROPOSED
6" GATE VALVE
AND VALVE BOX
STA 1+38.73
PROPOSED
GAS SERVICE
0+
1+
2+002+64.60
G G G
G G
G
GG
G G
G
W W W W W W W
SAN SAN SAN SAN
GG
W W
W
WW
S
D D
F F F F F F F F F F F F
F
F F F
F
F F
F F
F F
F F
F
SD SD SD
SD
DD
D
SD
SD
SD
SD SD
SD
G G
S
SA
N
SAN SAN SAN SAN
WWW
SD
F
FF
F
SDSDSDSDSD D
FFF
FH
G
A
STA 0+25
BEGIN 6" Ø BADGER 5 FIRE SERVICE TO A
AT 6" 90° BEND AND 8" x 6" REDUCER IN B13
BADGER 5 SERVICE LINE, SEE THIS SHEET
B4
STA 1+94
PROPOSED 6" 45° BEND
STA 0+30
PROPOSED 6"
GATE VALVE
AND VALVE BOX
6" Ø BADGER 5 MAIN
SEE SHEET C-318
STA 1+70
PROPOSED 6" 45° BEND
STA 1+66 PROPOSED 6"
GATE VALVE AND VALVE BOX
3.
6.
0+00
3.
7.
3.
6.
0+50
3.
5.
3.
5.
1+00
3.
4.
3.
4.
1+50
2.
5.
2.
5.
2+00
1.
4.
0.
3.
2+50
9.
4.
9.
5.
3+00
BUILDING B13
STA 0+40
BEGIN BADGER 5
SERVICE INV. = 859.8'
STA 0+86
PROPOSED 8" TEE
FIRE HYDRANT SERVICE
67"
MIN. COVER
STA 1+22
PROPOSED 8" 90° BEND
AND 8" x 6" REDUCER
CONNECTION TO
A BADGER 5 LINE
STA 3+00
END OF BADGER 5
SERVICE LINE
AT B13
EXISTING GRADE (TYP.)
STA 0+45
PROPOSED 8" x 6" REDUCER
STA 1+10
PROPOSED 8"
GATE VALVE
AND VALVE BOX
1" SERVICE
STA 1+34
PROPOSED 8" Ø
WATER MAIN QUALITY
STORMWATER PIPE
18" MIN
SEPARATION
18" MIN
SEPARATION
STA 2+57
2" Ø FORCEMAIN
PROPOSED 8" Ø
BADGER 5 SERVICESTA 0+84
PROPOSED
GAS LINE
0+00 1+00 2+00 3+003+00
G G G
G G
G
GG
G G
G G
G
W W W W W W W
SAN SAN SAN SAN
GG
W W
W
S
D D D
F F F F F F F F F F F F
F
F
F F
F F
F F
F F
F F
F F
SD SD SD
SD
SD
SD
DD
D
SD
SD SD
SD
SD
SD
G G
S S
SA
N
SAN SAN SAN SAN SAN SAN
WWW G
D
SD
F
FF
F
SDSDSDSDSD D
CP CP
CP D
CO
CO
FFF
FH
CBCB
CB D
6" Ø BADGER 5 MAIN
SEE SHEET C-318
STA 1+19
1" SERVICE LINE TO B13
PROPOSED SADDLE, 1" CORPORATION
STOP, 190 LF OF 1" Ø SDR 9 CTS PE PIPE,
AND 1" CURB STOP AND BOX
B6
B13
B4
A
STA 0+86
PROPOSED HYDRANT
PROPOSED 8" x 6" TEE, 6" GATE VALVE AND VALVE BOX, AND 22 LF 6" Ø PIPE
STA 1+10
PROPOSED 8"
GATE VALVE
AND VALVE BOX
STA 0+40
BEGIN BADGER 5 SERVICE
AT TEE IN BADGER 5 MAIN
SEE SHEET C-318
STA 0+45
PROPOSED 8" x 6" REDUCER
STA 1+22
PROPOSED 8" 90° BEND,
AND 8" X 6" REDUCER
PROPOSED 8" Ø
BADGER 5 SERVICE
30' 60'0
PL
AN
P
R O
FI
LE
B
AD
G
ER
S
ER
VI
C E
- B
A
C-322
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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SI
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C H
EC
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D B
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AN
SI
D
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SU
E D
AT
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
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C
A
D
AT
E M
AR
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9-
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10' 20'0
HOR.
VER.
PLAN
NORTH
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP CLASS 350 THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED, CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN IDENTIFICATION TAPE WITHIN THE WATER MAIN TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PVC OR PE WATER SERVICES FROM THE MAIN
1.
7.
0+00
1.
6.
1.
5.
0+50
0.
5.
0.
4.
0+85
STA 0+5
BEGIN 6" Ø
BADGER 5 SERVICE
TO B4 AT TEE
FITTING IN A
SERVICE LINE,
SEE SHEET C-322
STA 0+80
PROPOSED 6" Ø
VERTICAL 90° BENDSTA 0+74
PROPOSED 6" Ø
90° BEND
STA 0+80
END OF BADGER 5
SERVICE LINE AT B4
B4
0+00 0+
G G
G
GG
G G
G
W W W
SAN SAN
GG
W W
W
WW
S
D D
F F F F F F F F F F F
F
F F F
F
F F
F F
F F
F F
SD SD SD DD
D
SD
SD
SD
SD SD
G G
S
SA
N
SAN SAN SAN SAN
WWW
D
SD
SDSDSD
FFF
FH
G
B3
A
B4
STA 0+74
PROPOSED 6" Ø
90° BEND
STA 0+05
BEGIN 6" Ø
BADGER 5 SERVICE
TO B4 AT TEE
FITTING IN A
SERVICE LINE,
SEE SHEET C-322
0+00
1+
1+
PO
B:
+0
0.
PI
: 0
+9 9.
09POE: 1+30.00
D
CO
CO
G G G
G G
G
G G G G
G
C P
F F F F
F F
F F
F F
SD
SD
SD
SD
F F F F
F F F F
F
CO
CO
C P
D
C2
STA 0+05
BEGIN 1.5" Ø SERVICE TO C2
PROPOSED SADDLE, 1.5" CORPORATION
STOP, 127 LF OF 1.5" Ø SDR 9 CTS PE PIPE,
AND 1.5" CURB STOP AND BOX
STA 0+99
PROPOSED
1.5" 90° BEND
STA 1+30
CONNECT TO C2
BUILDING
3.
5.
0+00
4.
5.
5.
5.
0+50
6.
4.
6.
4.
1+00
7.
4.
1+40
STA 0+64
24"Ø GMT
PIPE
" M
IN
SE
PA
R
AT
IO
N
STA 0+15
BEGIN 1.5"Ø
SDR 9 CTS PE PIPE
AT SADDLE IN
BADGER 5 MAIN
(STA 9+69)
SEE SHEET C-317
C2
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 0+28
GAS LINE
STA 0+99
PROPOSED
1.5" 90° BEND
11.00'
11.00'
PROPOSED 1.5" Ø LINE
3" Ø CASING PIPE
30' 60'0
PL
AN
P
R O
FI
LE
B
AD
G
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S
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VI
C E
- B
- C
C-323
US Army Corps of Engineers ®
SHEET ID
U S
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PS
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2 4 6 8 10 12 14 16 18 20
P
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, I L
9-
3-
10' 20'0
HOR.
VER.
PLAN
NORTH
NOTES:
1. WATER MAIN MATERIAL SHALL BE EITHER DIP
CLASS 350 THICKNESS 52 OR PVC C900 DR21.
2. IF PVC WATER MAIN MATERIAL IS INSTALLED,
CONTRACTOR SHALL INSTALL TRACER WIRE.
3. CONTRACTOR SHALL INSTALL WATER MAIN
IDENTIFICATION TAPE WITHIN THE WATER MAIN
TRENCH.
4. CONTRACTOR SHALL INSTALL TRACER WIRE ON
ALL PVC OR PE WATER SERVICES FROM THE
MAIN TO THE BUILDING.
8.
4.
0+00
8.
0.
8.
0.
0+50
9.
3.
9.
3.
1+00
9.
1.
9.
1.
1+50
0.
2.
1.
4.
2+00
2.
6.
3.
4.
2+50
3.
5.
3.
6.
3+00
4.
6.
4.
7.
3+50
4.
7.
4.
7.
4+00
3.
7.
4+25
67" MIN.
COVER
STA 0+25
BEGIN 6" Ø BADGER 5 SERVICE
INV. = 853.5'
STA 0+49
PROPOSED 8" Ø
WATER MAIN QUALITY
SANITARY MAIN
INV. = 858.0'
STA 0+74
PROPOSED GAS LINE
STA 4+24
END OF BADGER 5 SERVICE
LINE AT B9
BUILDING
B9
ROAD
ROAD
STA 1+46
PROPOSED 6" 90° BEND,
6" GATE VALVE AND VALVE BOX,
AND 20 LF OF 6" Ø PIPE
FIRE HYDRANT SERVICE
STA 0+30
PROPOSED 6"
GATE VALVE
AND VALVE BOX
1" SERVICE TO B9
18" MIN.
SEPARATION
STA 1+44
PROPOSED 1" Ø
SERVICE TO B9
STA 1+48
PROPOSED 6"
GRAVITY MANURE
PIPE FROM B7
INV. 858.59'
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
18" MIN.
SEPARATION
CBCB
0+
1+
2+
3+00
4+
4+
F F
F F
F F
F F F F F F
F
G G
G G
G G
G
G G G G G G G
G
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
F F F F F F F F F F F F F F F F F
F F
F F
F F
G G
S
CP
CP
C P
C P
SAN
SAN
GG
F F
SSAN SAN SAN SAN SAN SAN
CP
CP
G
CO
CO
CO
G
CO
CO
F F
F F
F
B9
STA 3+87
PROPOSED 1" 90°
SERVICE BEND
STA 2+72
PROPOSED 1" 90°
SERVICE BEND
STA 1+46
PROPOSED HYDRANT
PROPOSED 6" 90° BEND,
6" GATE VALVE AND VALVE BOX,
AND 20 LF OF 6" Ø PIPE
STA 0+25
BEGIN 6" Ø BADGER 5 SERVICE AT 8" x 6" TEE
IN BADGER 5 MAIN, SEE SHEET C-316
8" Ø BADGER 5 MAIN
SEE SHEET C-316STA 0+30
PROPOSED 6"
GATE VALVE
AND VALVE BOX
STA 1+44
1" SERVICE LINE TO B9
PROPOSED SADDLE, 1" CORPORATION
STOP, 281 LF OF 1" Ø SDR 9 CTS PE PIPE,
AND 1" CURB STOP AND BOX
B7
PROPOSED 6" Ø BADGER 5
FIRE SERVICE TO B9
3.
3.
0+00
4.
3.
4.
4.
0+50
4.
5.
5.
5.
1+00
5.
5.
6.
6.
1+50
6.
7.
7.
7.
2+00
STA 0+07 BEGIN 8" Ø
BADGER 5 SERVICE AT TEE
FITTING IN MAIN INV.=855.5'
STA 1+95
END OF BADGER 5
SERVICE LINE AT B11
67" MIN.
COVER
BUILDING
B11
STA 0+52
PROPOSED 4" Ø
WATER MAIN QUALITY
SANITARY SERVICE
INV. = 859.6'
STA 0+11
PROPOSED 8" x 6" REDUCER AND
6" GATE VALVE AND VALVE BOX
STA 1+12
PROPOSED 6" TEE
FIRE HYDRANT SERVICE
" M
IN
SE
PA
R
AT
IO
N
STA 1+80.16
PROPOSED
4" Ø WATER
MAIN QUALITY
SANITARY
SERVICE
INV. = 861.23'
STA 0+87
PROPOSED 6" x 4" TEE, 4" x 3" REDUCER, 3" Ø
SERVICE TO B11
18" MIN.
SEPARATION
STA 0+68
PROPOSED GAS LINE
STA 1+16 PROPOSED 6" Ø
GATE VALVE AND VALVE BOX
2+00
0+
1+
2+00
G G G G
G
G
G
F F F
F F F F F F
F F
F F
F F
F F
F F F
G G
SSAN SAN SAN
CP
CP
G
CO
G
CO
CO
STA 1+12
PROPOSED HYDRANT
PROPOSED 6" TEE,
6" GATE VALVE AND VALVE BOX,
AND 5 LF 6" Ø PIPE
8" BADGER 5 MAIN
SEE SHEET C-316
STA 0+07
BEGIN 6" Ø BADGER 5 SERVICE
AT TEE FITTING IN BADGER 5 MAIN
SEE SHEET C-316
B11
STA 0+14
PROPOSED 8" x 6" REDUCER
AND 6" GATE VALVE AND VALVE BOX
B9
B7
PROPOSED 6" Ø
BADGER 5 SERVICE TO B11
PROPOSED 6"Ø BADGER 5
FIRE SERVICE TO B11
STA 0+87
SERVICE LINE TO B11
PROPOSED 6" x 4" TEE, 4" x 3" REDUCER, 3"
GATE VALVE AND
VALVE BOX, AND 81.49 LF 3" Ø
PIPE
STA 1+16 PROPOSED 6" Ø
GATE VALVE AND VALVE BOX
30' 60'0
PL
AN
P
R O
FI
LE
B
AD
G
ER
S
ER
VI
C E
- B
- B
C-324
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
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D R
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N
B Y:
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B
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D B
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N N
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3 5 7 9 11 13 15 17 19
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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