HomeMy WebLinkAboutCU103 UTILITY PLANco
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EG-MH-02
EG-CO-01
REPAIR EXISTING
SANITARY MANHOLE
2
CU501
RETROFIT TO TYPE II
CLEANOUT
5
CU500
4
CU500
4
CU500
900
899
901
902
903
901
901902 90290190
1 910909911905910
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904
906
907908909911912913
901905903904906
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90
8
900901900901 901A
B
C
C
D
4" PVC
20" TRENCH DRAIN TD-2
REFER TO GRADING PLAN FOR
RIM ELEVATIONS
110 LF @0.4%
N INV: 901.44
S INV: 901.00
8" TRENCH DRAIN TD-4
24 LF @6.17%
REFER TO GRADING PLAN FOR RIM ELEVATIONS
N INV: 901.18
S INV: 899.70
8" TRENCH DRAIN TD-3
24 LF @5.67%
REFER TO GRADING PLAN FOR RIM ELEVATIONS
N INV: 901.06
S INV: 899.70
F
E
CB-01
RIM: 900.09
CB-03
RIM: 901.00
6" NE INV: 899.50
CO-2
RIM: 900.00
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
74 LF - 6" @ 0.00%
38 LF - 6" PVC @ 0.08%
287 LF - 8" PVC @ 0.13%
20 LF - 6" PVC @ 1.00%
43 LF - 6" PVC @ 0.46%
36 LF - 6" @ 2.43%
CO-1
RIM: 901.10
6" SE INV: 899.37
CO-6
RIM: 913.79
6" N INV: 909.92
34 LF - 6" PVC UD @ 1.20%
4
CU500
4
CU50097 LF - 6" PVC @ 2.00
%
128 LF - 6" PVC @ 0.78%
CONNECT 6" RETAINING WALL UD TO TRENCH GRATE
10 LF 6" PVC
INV: 901.60 (AT UD CONNCTION)
INV: 901.50 (AT TRENCH GRATE CONNECTION)
6" RUD INV: 901.60
6" RUD INV: 902.50
6" RUD INV: 903.00
6" RUD INV: 903.50
6" RUD INV: 903.30
6" RUD INV: 903.00
6" RUD INV: 903.50
RETAINING WALL UNDERDRAIN (RUD):
50 LF - 6" UD @ 0.5% MIN
6" RUD INV: 908.50
902END 2
6" INV: 908.27
6" INV: 909.51
CO-7
RIM: 911.23
6" SE INV: 910.21
6" NE INV: 910.21
CO-8
RIM: 912.98
6" SW INV: 911.96
3,5
CU501
4
CU500
4
CU500
RETAINING WALL UNDERDRAIN (RUD):
135 LF - 6" UD @ 0.5% MIN
6" RUD INV: 911.0
43 LF - 6" UD @ 2.61%
12 LF - 6" UD @ 3.94%
10 LF - 6" UD @ 1.50%
6" END 1
6" INV: 902.00
END 4
6" INV: 899.50
END 3
6" INV: 899.50
END 5
6" INV: 899.50
3,5
CU501
30" TRENCH DRAIN TD-1
REFER TO GRADING PLAN FOR RIM
ELEVATIONS
15 LF @0.4%
N INV: 901.50, SW INV 901.44
3
CS505
3
CS505
3
CS505
3
CS505
1B
EX CB1
EX CB2
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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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
CU103
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 09/10/2020MATCHLINE CU102MATCHLINE CU101
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 ELECTRICALSERVICE
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.
ALL UNDERDRAIN (UD) PIPING SHALL BE WRAPPED WITH UNDRDRAIN
GEOXTILE UNLES OTHERWISE NOTED.
SEE SHEET PS1.1- SITE PLUMBING PLAN FOR CONTINUATION OF
WATER LINE INTO SPLASH PAD
CONNECT PIPE TO ALL EXISTING DRAINTILE CONNECTIONS IT
CROSSES
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PER CITY STORMWATER RVW 09/21/2020
PER CITY STORMWATER RVW 10/16/2020