HomeMy WebLinkAboutCU101 UTILITY PLAND
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D DwDD
EG-MH-01
EG-MH-02
EG-CO-01
REPAIR EXISTING
SANITARY MANHOLE
2
CU501
REPAIR EXISTING
SANITARY MANHOLE
2
CU501
RETROFIT TO TYPE II
CLEANOUT
5
CU500
4
CU500
CU500
4
CU500
4
CU500
1,2,3
CU500
1
CU501
CO-4
RIM: 899.00
6" SW INV: 897.33
FES-02
15" NE INV: 897.00
900
905899901
902903904900
899
901
902
903
900
89
9
9
0
1
9
05
902
90
3 904900
897
898
899
901
902
9008
9
6
8
9
7
8
9
8
8
9
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900899900899900899 901902900
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9
9 9008988999
0
1
9
0
0
8988
9
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900900900
901
90
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901
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900
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8
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8 900901A
B
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4" PVC
F
E
FIBER OPTIC BY OTHERS AS
MARKED UP ON SITE PREP PLANS
TERMINATE CONDUIT FOR FUTURE VEHICLE
COUNTER WITH ELECTRICAL HANDHOLE
F
E
CS-02
RIM: 902.05
12" NE INV: 897.00
6" E INV: 897.00
12" S INV: 897.00
CB-03
RIM: 901.00
6" NE INV: 899.50
FES-04
12" SW INV: 897.16
6" NW INV: 898.50
6" S INV: 898.50
CO-3
RIM: 900.00
6" N INV: 898.50
6" SW INV: 898.50
END 6
6" INV: 898.47
FES-01
15" SW INV: 897.50
CO-5
RIM: 899.00
6" NE INV: 897.33
6" W INV: 897.33
CS-01
RIM: 899.09
12" N INV: 896.00
EXIS. 15" S INV. 895.48 +/-
FES-05
12" N INV: 896.12
56 LF - 15" CL IV RCP @ 0.90%27 LF - 12" RCP @ 0.59%207 LF - 12" RCP @ 0.42%74 LF - 6" @ 0.00%
38 LF - 6" PVC @ 0.08%94 LF - 6" @ 0.00%131 LF - 6" @
0
.
2
5
%
20 LF - 6" PVC @ 1.00%
43 LF - 6" PVC @ 0.46%
CB-04
RIM: 898.41
15" W INV: 896.46
91 LF - 15" RCP @ 0.50%
FES-06
15" INV: 896.00
3,5
CU501
FES-03
12" INV: 896.00
1
CU501
END 4
6" INV: 899.50
END 3
6" INV: 899.50
END 5
6" INV: 899.50
3,5
CU501
10" TRENCH DRAIN TD-5
12 LF @ 8.33%
REFER TO GRADING PLAN FOR RIM ELEVATIONS
E INV: 898.3
W INV: 898.2
4" GATE VALVE. CONNECT TO EXIS. 4" SERVICE.
3
CS505
1,2,3
CU500
1,2,3
CU500
1,2,3
CU500
1,2,3
CU500
1,2,3
CU500
GATE VALVE BOX
GATE VALVE VAULT
FIRE HYDRANT ASSEMBLY
SANITARY MANHOLE
CLEANOUT
STORM STRUCTURE
CURB INLET
CATCH BASIN
FLARED END SECTION
HANDHOLE
REPAIR STRUCTURE
WATER MAIN
SANITARY SEWER
FORCE MAIN
STORM SEWER
UNDERDRAIN
DRAINAGE SWALE
ELECTRICAL LINE UNDERGROUND
FIBER-OPTIC LINE UNDERGROUND
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
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W
S
UTILITY CROSSING CALLOUT
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WATER EDGE ELEVATION: 895.40'
JANUARY 2, 2020
LIMITS OF CONSTRUCTION
WETLAND MITIGATION SITE BOUNDARY
EXISTING WETLAND
UTILITY PLAN
11640
CU101
LEGEND
N KEYED NOTES
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREVISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
ISSUED FOR CONSTRUCTION 09/10/2020
MATCHLINE CU102MATCHLINE CU103
0'80'40'20'
SCALE: 1" = 40'
CONNECT WATER MAIN INTO EXISTING STUB INTO THE BUILDING
2" PVC CONDUITS FOR FUTURE SECURITY CAMERAS, CAP ENDS
INSIDE RESTROOM MECHANICAL ROOM (101) AND ON NORTHWEST
FACE OF PICNIC SHELTER COLUMNS
CONNECT PIPE INTO EXISTING STRUCTURE
RELOCATE ELECTRICAL SERVICE
PROVIDE 2" PVC CONDUIT FOR FUTURE FIBER-OPTIC EXTENSION TO
RESTROOM. CONNECT SOUTH END TO HANDHOLE INSTALLED BY
OTHERS, TAKING CARE NOT TO DISTURB SPOOLED FIBER CABLE
INSIDE. CAP NORTH END INSIDE RESTROOM MECHANICAL ROOM
(101) AT LOCATION DESIGNATED OWNER. CONDUIT MAY EITHER BE
DIRECTIONAL DRILLED OR OPEN TRENCHED AT CONTRACTOR'S
DISCRETION. IF OPEN TRENCHED, ALL DISTURBED PAVEMENT
AREAS MUST BE REPAIRED IN-KIND TO OWNER'S SATISFACTION.
PROVIDE 2" PVC CONDUIT FOR FUTURE VEHICLE COUNTER. CAP
NORTH END INSIDE RESTROOM MECHANICAL ROOM (101) AT
LOCATION DESIGNATED BY OWNER. PROVIDE ELECTRICAL
HANDHOLE AT SOUTH END. CONDUIT MAY EITHER BE DIRECTIONAL
DRILLED OR OPEN TRENCHED PER KEY NOTE E.
A
B
C
D
E
F
PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020