HomeMy WebLinkAboutC202DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
832 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
82
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
8
2
4
8
2
5
8
2
6
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2
7
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2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4
84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
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2
7
8
2
6
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2
5
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2
4
8
2
3
8
2
2
821
820
819
818
81
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
DYH
U.P.
U.P.
U.P.
U.P.
U.P.U.P.
U.P.
S
S
D
S
U.P.U.P.
U.P.
S
RW
S
RW
U.P.
U.P.
S
S
834 83
3
832 831
830
82
9
83
0
831 82
9
828
82
8
827
828829
8
3
0
8
3
1
83
0
83
1
83
2
833
83
0
82
9
82
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
82
1
8
2
0
81
9
8
1
8
81
7
81
6
81
5
81
6
8
1
7
81
8
81
9
8
1
5
8
1
6
8
1
5
8
1
6
8
1
7
8
1
8
8
2
0
8
2
1
8
2
2
8
2
3
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2
4
8
2
5
8
2
6
8
2
7
8
2
8
8
2
9
8
3
0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
8
3
6
8
3
7
8
3
8
8
3
9
8
4
0
841
8
4
2
8
4
3
8
4
4
845
84
5
846
847
848
849
850
85
1
85
2
85
3
85
2
851850849
84
8847
85
2
85
1
85
0
84
9
84
8
84
7
84
6
8
4
5
84
4
84
3
84
2
84
1
84
0
8
3
9
8
3
8
8
3
7
8
3
6
8
3
5
83
4
83
3
83
2
8
3
1
8
3
0
8
2
9
8
2
8
8
2
7
8
2
6
8
2
5
8
2
4
8
2
3
8
2
2
821
820
819
818
81
7
81
6
81
5
Sanitary Manhole
TC=821.81
N: 12"PVC, Inv=807.28
S: 12"PVC, Inv=807.07
Sanitary Manhole
TC=824.70
N: 12"PVC, Inv=806.36
NE: 12"PVC, Inv=806.29
Storm Manhole
TC=829.91
N: 12"HDPE, Inv=823.69
E: 24"HDPE, Inv=816.85
W: 24"HDPE, Inv=816.93
Curb Inlet
TC=829.83
S: 12"HDPE, Inv=823.76
Sanitary Manhole
TC=833.34
E: 8"PVC, Inv=822.38
S: 8"PVC, Inv=823.16
W: 8"PVC, Inv=823.25
Sanitary Manhole
TC=834.76
N: 8"PVC, Inv=826.76
S: 8"PVC, Inv=826.86
Sanitary Manhole
TC=828.71
N: 12"PVC, Inv=807.91
S: 12"PVC, Inv=807.81
SW: 8"PVC, Inv=809.91
Sanitary Manhole
TC=828.36
NE: 8"PVC, Inv=810.79
W: 8"PVC, Inv=812.80
TBM #2TBM #1 EXISTING PATH
4
103,500 sq.ft.
2.38 ac.
116TH STREET
1
38,726 sq.ft.
0.89 ac.
2
44,012 sq.ft.
1.01 ac.
3
43,749 sq.ft.
1.00 ac.
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(FFD
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F
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(FFD)
Approx. Top of Bank
W.R. Fertig Open
Regulated Dain
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electric & Tcomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
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20' Sewer Easement
Inst. No. 8702420
20' Sewer Easement
Inst. No. 8702420
10' D.&U.E.
25
'
B
.
L
.
25
'
B
.
L
.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
25
'
D
.
&
U
.
E
.
25
'
D
.
&
U
.
E
.
C.A. #1
54,303 sq.ft.
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30
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0
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6
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f
t
.
Approx. Limit of
W.R. Fertig Open
Regulated Dain
LAKE #1
5,199 sq.ft.
VAR. D.U.&L.M.A.E.
14'
14'
50' I.E.E.&D.E.&U.E.
50' I.E.E.&D.E.&U.E.
4" SDR-26 PVC SANITARY SERVICE
(TO BE SERVED FROM EX. 8" TRICO
MAIN TO THE EAST, ALONG RALSTON
AVENUE IN DONNYBROOK ADDITION)
RIVER ROCK FOR
ENERGY DISSIPATION
& SCOUR PROTECTION
RI
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1
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35
'
B
.
L
.
35' B.L.
35' B.L.
CARMEL CREEK
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
116TH STREET
25
'
B
.
L
.
25
'
B
.
L
.
C202
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SHEET NO.
DRAWN BY:CHECKED BY:
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50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
THIS SHEET TO BE USED
FOR EROSION CONTROL
ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON - GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 506-1037
111895GBC
SW
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12
/
1
8
/
2
0
2
4
SWINLEY FOREST
ZONING: R-1
PRIMARY PLATSTOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
NOTES
1.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
LEGEND
DENOTES CONSTRUCTION LIMITS
RIP-RAP
DENOTES PERMANENT SEEDING & MULCH AREAS
DENOTES SEEDING w/ FIBER BLANKET #S75 BY NORTH
AMERICAN GREEN
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