HomeMy WebLinkAbout52-01 Oct. 5th Primary Plat (revised Per Tac) pg 3PRIMARY PLAT
HAZEL DELL POND
AT WATERSTONE
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CURVE TABLE
LINE
CURVE
LENGTH
RADIUS
CHORD BRIG.
tHORD LENGT
TANGENT
C1
1319.16'
1994.86'
S06 °02'38 "W
1295.26'
684.72'
C2
411.76'
2014.86'
S19 008'01 "W
411.04'
206.60'
C3
210.48'
50.00'
N46 007'25 "W
86.08'
84.55'
C4
51.33'
50.00'
N45 003'49 "E
49.11'
28.18'
C5
250.11'
2064.86'
N1 9007'26"E
249.96'
125.21'
C6
100.83'
50.00'
N35010'35 "W
84.59'
79.31'
C7
204.80'
50.00'
N24 023'34 "E
88.83'
96.71'
C8
101.88'
50.00'
N83 021'36 "E
85.15'
81.18'
C9
52.36'
50.00'
N05 000'43 "W
50.00'
28.87'
C10
209.44'
50.00'
N84o59'171
86.60'
86.60'
C11
209.44'
50.00'
N30 008'41 "E
86.60'
86.60'
C12
52.36'
50.00'
N59051'1 9"W
50.00'
28.87'
C13
31.42'
20.00'
N45 °08'41 1
28.28'
20.00'
C14
31.42'
20.00'
N44051'1 9"W
28.28'
20.00'
C15
33.29'
60.00'
S74 015'02 "W
32.86'
17.08'
C16
99.44'
40.00'
N50o25'28 "W
75.74'
117.63'
C17
21.36'
60.00'
N10035'471
21.25'
21.36'
C18
416.86'
2039.86'
N19 °08'01 "E
416.14'
209.16'
Copyrite 1967-2001 by American Consulting, Inc. 10/05/2001 14:11:48 IN1999.0756.6.PLAT
SHORT LINE TABLE
LINE
LENGTH
BEARING
L1
25.00'
N 76 043'15" W
L2
25.00'
N 65 000'43" W
L3
45.00'
N 65 000'43" W
L4
25.00'
N 00 008'41 " E
L5
35.00'
N 00 008'41 " E
L6
10.00'
N 00 019'25" E
L7
38.54'
N 89 °58'41" E
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REVISED 06/11/01 -PER TAC COMMENTS
(ASSUMED NORTH)
0' 60' 120'
SCALE: 1 " =60'
❑
LEGEND.
4'x4" Concrete Monument (Found)
•
V Rebor w/ Cop
0
Centerline Monumentation
B.S.L.
Building Setback Line
S.F.
Square Footage
D. & U.E.
Drainage & Utility Easement
D.. S. & U. E.
Drainage, Sewer & Utility Easement
Owner:
Mark Stout Development, LLC
9702 Pendleton Pike
Indianapolis, Indiana 46236
Phone: (317) 895 -6686
Subdivider:
Mark Stout Development, LLC
9702 Pendleton Pike
Indianapolis, Indiana 46236
Phone: (317) 895 -6686
Surveyor: American Consulting, Inc.
4165 Millersville Road
Indianapolis, Indiana 46205
Phone: (317) 547 -5580
AMERICAN CONSULTING, INC.
4165 MILLERSVILLE ROAD
INDIANAPOLIS INDIANA
(317) 547 -5580 Copyright 1966 -2000 A90na_000
DATE OF SUBMISSION: SHEET NO.
SEPT. 22, 2000 3
DRAWN BY. JCS
REVISED . of
JOB NO.: 99 -756 6