HomeMy WebLinkAbout06120001 Final Plat for Old Meridian Place, Sec. 1 pg. 01CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C 1
200.00'
186.70'
100.77'
179.99'
S27 "E
53'29'05"
C 2
150.00'
56.58'
28.63'
56.24'
S78'50'04 "W
21'36'37"
C -3
150.00'
60.42'
30.63'
60.02'
N78 "E
23'04'50"
C 4
100.00'
24.19'
12.15'
24.13'
N59'37'48 "E
13'51'32"
C -5
150.00'
21.91'
10.97'
21.89'
S85'27'22 "W
8'22'02"
C -6
150.00'
37.86'
19.03'
37.76'
S15'57'29 "E
14'27'40"
C -7
50.00'
78.60'
50.06'
70.75'
S4519'32 "E
90
C 8
50.00'
79.00'
50.46'
71.04'
S44 "W
90'31'48"
C -9
150.00'
91.40'
47.17'
89.99'
N7218'04 "W
34'54'45"
C -10
25.00'
39.48'
25.21'
35.51'
N33'5416 "E
90'29'25"
C -11
20.00'
9.50'
4.84'
9.41'
N12'46'17 "E
27
C -12
20.00'
10.89'
5.58'
10.75'
S16 "E
3111'16"
C -13
20.00'
6.82'
3.44'
6.79'
S32 "E
19'32'42"
C -14
20.00'
34.34'
23.16'
30.27'
S40 22 "W
98
C -15
20.00'
28.50'
17.27'
26.15'
549'32'38 "E
81
C -16
20.00'
31.25'
19.83'
28.17'
N45'36'02 "W
89
C -17
20.00'
31.58'
20.17'
28.40'
N44'23'58 "E
90'28'49"
C 18
20.00'
9.16'
4.66'
9.08'
N7714'20 "W
2614'35"
C 19
20.00'
9.51'
4.85
9.42'
N76 "E
2714'39"
C -20
5.00'
7.85'
5.00'
7.07'
S45'21'37 "E
90'00'00"
C -21
20.00'
31.58'
20.17'
28.40'
S44'23'58 "W
90
C 22
20.00'
21.54'
11.95'
20.51'
N31'41'29 W
61'42'05"
C -23
5.00'
7.85'
5.00'
7.07'
N44'38'23 "E
90
C -24
5.00'
8.45'
5.64'
7.48'
S4117'18 "W
96'50'31"
C -25
5.00'
8.45'
5.64'
7.48'
541'51'45 "E
96'51'24"
C -26
5.00'
7.85'
5.00'
7.07'
N44'45'38 "W
90'00'00"
C -27
5.00'
7.85'
5.00'
7.07'
S44'45'38 "E
90'00'00"
C -28
20.00'
31.80'
20.39'
28.55'
N44'41'21 "E
91'06'01"
C -29
20.00'
31.03'
19.62'
28.01'
S45 "E
88
C -30
5.00'
7.85'
5.00'
7.07'
S4514'22 "W
90'00'00"
C -31
20.00'
8.95'
4.55
8.88'
N76 "W
25'38'36"
C -32
20.00'
9.72'
4.96'
9.62'
N7619'03 "E
27'50'38"
C -33
20.00'
31.03'
19.62'
28.01'
N4518'39 "W
88'53'59"
C -34
20.00'
31.80'
20.39'
28.55'
N44'41 "E
91'06'01"
C -35
20.00'
10.67'
5.46'
10.54'
N16'08'36 "W
30
C -36
20.00'
11.44'
5.88'
11.28'
515'31'30 "W
32'46'18"
C -37
20.00'
31.03'
19.62'
28.01'
N4518'33 "W
88'53'48"
C -38
20.00'
31.80'
20.39
28.56'
544'41'27 "W
91
C -39
5.00'
9.55
7.06'
8.16'
562'46'00 "W
109'22'57"
MERIDIAN
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33
34
35
36
37
38
39
40
41
42
43
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
CENTEX HOMES
A NEVADA GENERAL PARTNERSHIP
BY: CENTEX REAL ESTATE CORPORATION
ITS: MANAGING GENERAL PARTNER
8440 ALLISON POINTE BOULEVARD, SUITE 200
INDIANPOLIS, INDIANA 46250
(317) 915 -2200
SOURCE OF TITLE:
WARRANTY DEED INST.
DOCKET
PRIMARY PLAT #05110020 DP /ADLS
SUBMISSION DATE: 12/5/06
55 54
SECTION TWO
C.A. #3
53
STREET C
52
SECTION THREE
SECTION ONE
51
VICINITY MAP
NOT TO SCALE
50
95
83
STREET ti pLOCK,_, "B r j,1
49
94
82
48
93
81
STREET B
47
92
80
BLOCK "B"
BLOCK "B"
OLD MERIDIAN PLACE
SECTION ONE
FJN PLAT
130Th STREET
46
91
79
C.A. #4
45
90
78
BLOCK "B" STREET F
STREET F
m
m
44
77
76
75
74
73
72
71
C.A. #1
70
69
68
67
66
65
KEY MAP
SCALE: 1" 100'
4
SHEET 4
Under authority provided by Indiana Code 36 -7 -4 -710, and
ordinances adopted by the Common Council of the City of Carmel,
Indiana, this plat was given approval by the City of Carmel as
follows:
Granted Administrative approval by the Department of Community
Services pursuant to Article XI of the Carmel /Clay Plan Commission's
Rules of Procedure on
By:
Michael P. Hollibaugh, Director
Department of Community Services
Carmel, Indiana
4
SHEET 3
25
D.U. &S.S.E.
D.U. &S.E.
D.E.
D. &U.E.
B.L.
D.U. &L.M.A.E.
C.A.
N.A.E.
R/W
A 5/8 "x30" REBAR WITH CAP STAMPED "S &A FIRM #0008" SHALL BE
SET AT ALL LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND
ENDING OF CURVES AND THE INTERSECTION OF LINES.
O DENOTES A 5/8 "x30" REBAR WITH CAP STAMPED "S &A FIRM #0008
DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S &A FIRM #0008
LEGEND
LOT NUMBER
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE, UTILITY SEWER EASEMENT
DRAINAGE EASEMENT
DRAINAGE UTILITY EASEMENT
BUILDING LINE
DRAINAGE UTILITY &LANDSCAPE, MAINTANCE ACCESS EASEMENT
COMMON AREA
NON- ACCESS EASEMENT
RIGHT OF WAY
SUBDIVISION MONUMENTATION
MONUMENT THAT ARE SHOWN ON THIS PLAT HAVE BEEN SET IN
PLACE PRIOR TO THE RECORDATION OF THIS PLAT. MONUMENTS THAT
WILL BE SET IN PLACE AFTER THE RECORDATION OF THIS PLAT HAVE
NOT BEEN dSHOWN. AN AFFIDAVIT, CROSS- REFERENCED TO THIS
RECORDED PLAT, WILL BE RECORDED AFTER THE SUBDIVISION
MONUMENTATION HAS BEEN COMPLETED NO LATER THAN TWO (2)
YEARS AFTER RECORDATION OF THIS PLAT.
DENOTES A 4 "x4 "x36" LONG PRECAST CONCRETE MONUMENT WITH A
CROSS CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER A "COPPERWELD
A 5/8" DIA. STEEL ROD 12" LONG WITH 1 -1/2" DIA. TAPERED BRASS
CAP HAVING A CUT "X" IN TOP, SET FLUSH WITH THE FINISHED
SURFACE COAT OR A 2" MAG NAIL, TEMPORARILY SET FLUSH WITH THE
INTERMEDIATE COAT (BINDER).
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
,N` ►►►111111 I,,,
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Q No.
900012
STATE OF
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JOB No. 5260551
SHEET 1 OF 6