HomeMy WebLinkAboutPrimary Plat pg. 02THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
PITTMAN PARTNERS
370 SANNER COURT
INDIANAPOLIS, INDIANA 42960
CONTACT: STEVE PITTMAN
PHONE: (317) 580 -4693
32 "E
55'
i
3q. ft.
15'
i.0C L.M!A.E.
1 00.00'
2
589'58'59 "W
150.00'
100.00'
25' B.L.
N8956'31 "E
15Q g.8 v,
N89'56'31 "E
150.00'
150.00'
14,250 sq. ft.
N89'56'31 "E
150.00'
14,25 ft.
15' R.D.E.
'56'31"E
1'0.00'
cn
180..- o sq.
15,663 ft. 9
SE
89'56'31"E
8956'31"
S89'56'31 "W
150.00'
14,250 sq. ft.
100.00'
115.92'
69
19,705 sq. ft.
x 905.7
19'58'59 "E
163.13'
150.00'
N89' 4'59 "E
N89'5
150:00'
13.91'
150.00'
64
16,695 q. ft.
9'56'31"E
1 852 sq. ft.
113.13'
6.82'
56
19,589 sq. ft.
54
16,869 sq. ft.
15,260 ?gyp. ft.
77.61'
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15,000 sq. ft.
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14,250 sq. ft.
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150.00'
14,25 ft.
150.00'
150.00'
89'56' 1"
17,960 sq. ft.
S8957'20 "E
21
15,002 sq. ft.
15' R.D.E.
957'20 "E
42.46'
150.00'
15' R.D.E.
S89'57'20 "E
150.00'
S89 57'20 "E
150.00'
19
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15,000 14 sq. ft.
N89'57'20 "W
150.00'
150.00'
N8958'22 "W
150.00'
11
19,512 sq. ft.
58.69'
9 16,978 10 sq. ft.
i s
65.92'
riotto
20' D.U.&S.S.E
25.62' 17446'
t--
100.00'
95
15,000 sq. ft.
15' R.D.E.
S89'58'5
150.00'
589'58'59 "W
51'09"
127.37'
199.66'
15' R.D.E.
N89 51'09 "E
127 72, 7.04
100.00'
S89'56'31 "W
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82
14,250 sq. ft.
589
150.00'
x 905.7
83
14,250 q. ft. Na.
4t_ S89157'20 "E
EXISTING
RESIDENC
5�
22,606 s
150.71'
50.71'
S89'5 ''20 "E
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8957'20 "W
150.00'
15,00
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150.00'
95.00' 105.00'
15' D.E.
W •I W
25' BI-
20' D. &U.E.
95. I
17,50 ft.
x 909.0
15,121 sq. ft
74.23'
0
O J
15,946 sq. ft.
15' D.E.
122.76'
S89'56 31 W
1977.85
912.8
X
C.A.
440,356
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LM.A.E.
94.
912.7
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911.6
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58958'22 "E
150.00'
in 8
14.250 sq. ft.
S8958'22 "E
SECTION I
x 913.2
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NOW OR FORMERLY
MARTIN J. FAMILY LP CLAMPITT
INST. #9539554
904.9
N.W. (MOR., S. 1/2, S.E. /4,
SEC. 19, T.18N.,A)
A
sq. ft
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NOW OR FORMERLY
MARTIN J. CLAMPITT
FAMILY LIMITED PARTNERSHIP
INSTR. No. 95 -39554
x 897.1
N89'51'0
9:'8'
LongRidge Estates
PRIMARY PLAT
905.1
100
GRAPHIC SCALE
100
j,
200
IN FEET
1 inch 100 ft.
N. LINE, S. 1/2, S.E. 1 T SEC. 19, T.18N., ft:3E.
S89 6 31 11f .21- 625:"30
S. L]NE> S.E. 1/4, SEC. 19, T.18N., R.3E:.
X ..909
RNE FARMS
400
V909.0
SPEED LIMIT: 25 MPH
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) A KNOCK BOX WILL BE INSTALLED IN
THE AMENITY AREA.
x 910.9
X 913.1
N
x 911 4AMES
0
x 915.1
ORMERLY
CIAL HENRY
x 911.0
N89'47''$6"E 1100.34'
x 913.3
EXISTING WOODS
w EXISTING WATER LINE
PROPOSED SANITARY SEWER
4 PROPOSED STORM SEWER
125
D.E.
D.U. &S.E.
D.U. &S.S.E.
D. &U.E.
D.U. &L.M.A.E.
C.E.
B.L.
C.A.
N.A.E.
W
908.8
LEGEND
EXISTING STORM SEWER
EXISTING SANITARY SEWER
830- EXISTING CONTOUR
PROPOSED WATER LINE
PROPOSED 10' PEDESTRIAN PATH
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
:'DRAINAGE UTILITY LANDSCAPE
MAINTENANCE ACCESS EASEMENT
CONSERVATION EASEMENT
BUILDING LINE
COMMON AREA
NON-ACCESS EASEMENT
.913 7_.._-
Y,
S.E. COR..
SC:�19, T.18N., R' P.O.B.
913.6
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