HomeMy WebLinkAboutC201DYH
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
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2
6
8
2
5
8
2
4
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2
3
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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
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1
6
8
1
5
8
1
6
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1
7
8
1
8
8
2
0
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2
1
8
2
2
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2
3
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5
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6
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7
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2
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9
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0
8
3
1
8
3
2
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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
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3
8
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3
7
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3
6
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3
5
83
4
83
3
83
2
8
3
1
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3
0
8
2
9
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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
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8
2
5
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2
6
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2
7
8
2
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2
9
8
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0
8
3
1
8
3
2
8
3
3
8
3
4
8
3
5
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3
6
8
3
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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
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8
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6
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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)
(FFD
)
(F
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
.
&
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.
E
.
25
'
D
.
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.
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.
C.A. #1
54,303 sq.ft.
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6
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f
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.
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
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF SF S
F
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116TH STREET
25
'
B
.
L
.
25
'
B
.
L
.
C201
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S & A JOB NO.
SHEET NO.
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50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
111895GBC
SW
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N
L
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Y
F
O
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E
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KJJM LAF
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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
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
NOTES
1.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
TEMPORARY BELOW GRADE "DROP INLET PROTECTION BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET", "SEDIMENT
CONTROL DEVICES"
RIP-RAP
ROCK HORSE SHOE DAM
ROCK CHECK DAM
LOCATION OF STORMWATER DISCHARGE FROM SITE
(SEE SECTION A27 ON SHEET C203)
DENOTES EXISTING FLOW ONTO THE SITE
ÜA9
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