HomeMy WebLinkAbout03090002 Cherry Creek Estates Section 2 Secondary Plat pg. 1CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C-33
150.00'
235.62'
150.00'
212.13'
N45°01'18"VV
90^00'O0
C-34
20.00'
31.42'
20.00'
28.28'
N44'58'42"E
00'00'OO"
C-35
20.00'
31.42'
20.00'
28.28'
N45'01`18
90T0'O0"
C-36
83.00'
20.87'
10.49'
20.82'
88472'O0"E
14'24'30
C-37
60.0O'
87.00'
53.16'
79.58'
N49^51'53"VY
83'04
C-38
351.50
59.15'
29.65'
50.08
NO3'30'18"YV
9'3831
C-39
78.00'
121.01'
77.64'
108.82'
N40'44'55"E
9113'31
10
csi
CO
SURVEYOR
CURTIS C. HUFF
STOEPPELWERTH ASSOCIATES, INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 48038
PHONE (317) 849-5055
OWNER/SUBDIVIDER
PLATINUM PROPERTIES L.L.C.
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46240
PHONE: (317)-818-2800
SUBMISSION DATE: 8/29/03
SOURCE OF TITLE:
WARRANTY DEED INSTRUMENT: 200300032971
C PLAN COMMISSION NOS.
CARMEL/CLAY DOCKET NO. (152-02-pp)
PRIMARY 4RY PLAT DOCKET NO. (134-D3-'SP\
SECONDARY
ZONING: N 3' MIN. 6' BETWEEN HOUSES
S.Y. MIN.=
25
D.U.&S.S.E.
D.U.&S.E.
D.&U.E.
L.M.A.E.
S.L.E.
D.E.
B.L.
T.P.E. N.R.
N.A.E.
R/W
C.A.
MONUMENTS
DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD
24" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP
HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
0 DENOTES A 4^%4"X36 LONG PRECAST CONCRETE MONUMENT
MARKED ON TOP WITH AN IRON OR COPPER DOWEL SET FLUSH
WITH THE MONUMENT, SCORED ON TOP WITH A CROSS.
0 DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET.
Curtis C. Huff Wr
Registered Land Surveyor
No. S0348
CREEK ESTATES
72.78'
NW. COR. '���.1 4 c�
SEC. 22, T18N, R4E
NO COR. FOUND �v
NO COUNTY SURVEYOR TIES
(r) ��'�T����������[) [1c3��(�
ESTABLISHED PLAT OF CREEK SECTION 2 3
SPRING
LEGEND
LOT NUMBER
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT
BUILDING SETBACK LINE
NON RADIAL
NON ACCESS EASEMENT
RIGHT O WAY
COMMON AREA (3E[ COVENANTS)
PEDESTRIAN INGRESS EGRESS EASEMENT
TREE PRESERVATION EASEMENT
I No.
80040348 E
STATE OF
NW. COR. NW. 1/4
p4( NAIL FOUND
PER COUNTY SURVEYOR TIES
WEST LINE NW 1/4
SEC. 22, T18N, T4E
S89^5
0
o
tri
T.
..SECTION
SECONDARY PLAT
50
CHERRY CREEK ESTATES
SECTION 1A
UNST.#2[}03
P.C. #3 SLIDE #238
CHERRY CREEK ESTATES
SECTION 1B RE-PLAT
INST.#20 0_.264A3
S89'57'34"E 300.35'
0 25
GRAPHIC SCALE
50
IN FEET
1 inch 50 ft.
200400051680
HAMILTON COUNTY, INDIANA
JENNIFER J HAYDEN
07-23-2004 At 03:58 pm.
PLAT 34.00
EX. REBAR
EX. REBAR
92.00'
o
o 122
Ci 12,873 sq. ft.
92.00'
EX. REBAR
EX. REBAR
S89'58'42"W
SEC 1A CHERRY CREEK BOULEVARD
CHERRY CREEK ROAD 46.08'
Y
Y's
SEC1B
OSAGE DRIVE
KEY MAP
m
o
o/
N8Q�842E
P.O.B.
446.91'
EX. REBAR
0
oi
cn
EX. REBAR
N89'58'42"E 204.58
r
EX. REBAR
lm
b
o
d
90.00'
20' T.P.E.
90.00'
lz
25' B.L.
o 74
m 13,050 sq. ft.
200
lScU.E.
1
92.00'
121
12,879 sq. ft.
92.00'
Co
0
20'
o
m
D.E.
25' B.L.
N88'58`42"E
34.03'
EX. REBAR
O
15'
90.00'
75
90.00
D.U.&S.E.
8
EX. REBAR
0
EX. REBAR
0
0
zr
EX. REBAR
oo
15' D.U.&S.E.
90.00'
92.00'
0 120
12,879 sq. ft.
20' D.&U.E.
g2OD
OSAGE DRIVE
�u
Co
20'
2b B.L.
--F-
103
12,600 sq. ft.
o
o
ui
o
to
T.P.E.
90.00'
15' D.E.
vi
99
11,700 sq. ft.
EX. REBAR
90.00'
90.00'
20' D.J.E. 8i
bp
0
0
o
d
90.00'
�u
0
0
76
13,050 sq. ft.
90.00'
o
o
m
20' D.0
20'
25' B.L.
d
TANANA DRIVE
104
92.00'
119
12,879 sq. ft.
25' B.L.
92.00'
&S.S.E.
D.E. 90.00'
_memire=r
90.00'
15' D.E.
90.00'
98
11.700 sq. ft.
25' B.L.
N88�8'42"E 380.00'
90.00'
15'
Co
90.00'
20' D.U.&S.S.E.
Oo
D.E. 0
0
o
c3
77
13,049 sq. ft.
90.00'
S8@`58` 42 VV
511 43
o
d
N8Q'5842"E
15'
0
0
20'
D.
lr
o
105
12,600 sq. ft.
92.00
118
12,879 sq. ft.
92.00'
o
vi
`r
d
to
T.P.E. 90.00'
90.00'
39,412.
V =�0� �r�
90.00'
N89'58'42"E
97
90.00'
Co
20' D.&U.E.
90.00'
20'
o
d
78
13,049 sq. ft.
90.00'
co
0
0
15'
25' B.L.
D.&U.E.
l�
o
d
D.E. 106
N89'58'42"E 90,00'
20' D.0
20'
92.00
U.&S.S.E.
90.00'
117
12,879 sq. ft.
25' B.L.
15' D.E.
92.00'
&S.S.E.
D.E.
25' B.L.
90.00' EX.
96
11,700 sq. ft.
90.00'
90.00'
l�
o
d
0
0
25' B.L. uj
2
79
13,050 sq. ft.
90.00'
SHEET 1 OF 4