HomeMy WebLinkAboutC101DYH
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834 83
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832 831
830
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851850849
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821
820
819
818
81
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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
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834 83
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832 831
830
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9
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828829
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3
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851850849
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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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N0
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N89°49'42"E
41.25'
S19°36'42"E
59.15'
N89°49'42"E
15.72'
N89°49'42"E 292.65'
91.25'
33
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275.92'
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274.28'
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N89°49'42"E
272.64'
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27
0
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6
4
'
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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Inst. No. 8702420
20' Sewer Easement
Inst. No. 8702420
10' D.&U.E.
25
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10' D.&U.E.
10' D.&U.E.
10' D.&U.E.
VAR. WATER
QUALITY
PRESERVATION
EASEMENT
25
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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
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35
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VAR. WATER
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PRESERVATION
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/
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x
W
EXISTING STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET & END SECTION
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE;
MANHOLE
EXISTING FENCE LINE
PROPOSED LIGHT POLE
EXISTING TELEPHONE PEDESTAL
EXISTING GAS VALVE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
LEGEND
40 LOT NUMBER
B.L. BUILDING LINE
D.&U.E. DRAINAGE & UTILITY EASEMENT
D.U.&S.S.E.DRAINAGE UTILITY & SANITARY
SEWER EASEMENT
L.M.A.E.LANDSCAPE & LAKE MAINTENANCE
ACCESS EASEMENT
C.A. COMMON AREA
R/W RIGHT OF WAY
VAR. VARIABLE
*HANDICAP RAMP
PROPOSED WATER LINEW
PROPOSED FIRE HYDRANT
EXISTING LIGHT POLE
EXISTING TREE LINE
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C101
0 50'25'50'
1" = 50 FT
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
870
T.P.
111895GBC
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STOEPPELWERTH & ASSOCIATES, INC.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, PLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935 SWINLEY FOREST
ZONING: R-1
PRIMARY PLAT
THIS INSTRUMENT PREPARED FOR:
GRADISON BUILDING CORPORATION
6330 EAST 75TH STREET, SUITE 156
INDIANAPOLIS, IN 46250
CONTACT: MARK GRADISON
PHONE: (317) 506-1037
RIBBON CURB CROSS SECTION
NOT-TO-SCALE
24"
CLASS A CONCRETE 6"
3" TOP SOIL
COMPACTED
BACKFILL
NOTES:
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION
JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE
PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
NW Cor., NE 1/4
Sec. 1-T17N-R03E
Calculated Point
See Surveyor Report
SW Cor., NE 1/4
Sec. 1-T17N-R03E
Established Per HCSO
Reference Coordinates
SW Cor., SE 1/4
Sec. 36-T18N-R03E
Harrison Mon. Fd., Flush
Per MCSO References
N89°49'54"E 336.00'
S00°37'41"W
58.41'
N89°28'02"W
29.70'
S0
0
°
3
7
'
4
2
"
E
2
7
3
4
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8
3
'
P.O.B.
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