HomeMy WebLinkAbout03090016 Cherry Creek Estates Section 1-B Secondary Plat Replat pg. 1CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -7
150.00'
235.78'
150.16'
212.25'
S44'59'24 "E
90'03'46"
C-8
150.00'
67.99'
34.59'
67.41'
S12'56'40 "E
25'58'17"
0-9
150.00'
167.79'
93.89'
159.18'
S57'58'30 "E
64'05'24"
C -10
150.00'
42.28'
21.28'
42.14'
N81'54'21 "E
16'08'53"
C -11
20.00'
31.44'
20.02'
28.30'
S44'59'22 "E
90'03'41"
C -12
20.00'
31.39'
19.98'
28.27'
N 45'00' 38 "E
89'56'19"
0-13
20.00'
30.68'
19.28'
27.76'
S46'04'42 "E
87'53'11"
C -14
20.00'
31.39'
19.98'
28.27'
S45'00'36 "W
89'56'14"
C -15
50.00'
43.85'
23.45'
42.46'
N07'51'05 "E
5014'56"
0-16
50.00'
43.85'
23.45'
42.46'
S8210'06 "W
5014'56"
C -17
20.00'
31.39'
19.98'
28.27'
N45 °00'36 "E
89'56'14"
C -18
20.00'
31.44'
20.02'
28.30'
S44'59'24 "E
90 °03'46"
C -19
50.00'
54.64'
30.41'
51.96'
S31'20'52 "W
62'36'46"
C -20
108.00'
27.35'
13.75'
27.28'
N14'0918 "W
14 °30'39"
0-21
200.00'
85.56'
43.44'
84.91'
S40'32'11 "E
24'30'40"
C -22
98.00'
56.77'
29.21'
55.98'
S69'2312 "E
3311'22"
C -23
28.00'
21.40'
11.26'
20.89'
N65'08'14 "W
43 °47'59"
C -24
158.00'
47.02'
23.68'
46.84'
N34'42'44 "W
1703'01"
C -25
502.00'
22.03'
11.02'
22.03'
N24'55 "W
2'30'53"
C -26
242.00'
46.54'
23.34'
46.47'
S2910'56 "E
11'01'10"
C -27
92.00'
47.71'
24.40'
47.18'
S49'32'55 "E
29'42'47"
C-28
102.00'
33.35'
16.83'
33.20'
N55'02'17 "W
18 °44'03"
C-29
75.00'
41.73'
21.42'
41.19'
S61 "E
31'52'44"
C -30
102.00'
31.17'
15.71'
31.05'
N37'02'09 "W
17'30'35"
C -31
102.00'
31.12'
15.68'
31.00'
N54'31'51 "W
17'28'50"
0-32
98.00'
12.70'
6.36'
12.69'
S59'33'33 "E
7'25'26"
SURVEYOR
CURTIS C. HUFF
STOEPPELWERTH ASSOCIATES, INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE (317) 849 -5935
OWNER /SUBDIVIDER
PLATIN.M PROPERTIES L.L.C.
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46240
PHONE: (317) --818 -2900
SUBMISSION DATE: 2/03/03
SOURCE OF TITLE:
WARRANTY DEED INSTRUMENT: 20030003 971
CHERRY TREE ROAD
KEY MAP
1"=2000'
RRY CREEK ESTATE
CARMEL /CLAY PLAN COMMISSION NOS.
PRIMARY PLAT DOCKET NO. (152- 02 -PP)
SECONDARY PLAT DOCKET NO. 31 -03b SP
03
CD
N
10
w
\I
z 00
N)
O
0
O
S89 °57'02 "E
72.78'
NW. COR. SW.1 /4
SEC. 22, T18N, R4E
NO COR. FOUND
NO COUNTY SURVEYOR TIES
ESTABLISHED USING
MONUMENTS FOUND IN PLAT OF
SPRING CREEK SECTION 2 3
P.O.B.
70' (1/2) R/W
NW. COR. NW. 1 /4
SEC. 22, T18N, R4E
PK NAIL FOUND
PER COUNTY SURVEYOR TIES
rr)
N
N
Z
d
NORTH LINE SW 1 /4
SEC. 22, T18N, T4E
w N
0
O 0 t
Q o
w>-O
a f- (Ni
o vcD
U
co
n H O
0
Z co
J
1n
e _z
5' N.A.E.
E3EEcTKN 1 -B
200300126463
Filed for Record in
HAMILTON COUNTY INDIANA
JENNIFER J HAYDEN
SECONDARY 12 -22 -2003 At 02:59 pm.
PLAT' 55.00
C.A. #2
289,828. sq. ft.
VAR. D. &U.E.
L.M.A.E.
25
D.U. &S.S.E.
D.U. &S.E.
D. &U.E.
L.M.A.E,
S.L.E.
D.E.
B.S.L.
N.R.
N.A.E.
P.A.E.
T.P.E.
R/W
C.A.
R.D.E.
REPEAT
LEGEND
CHERRY CREEK ESTATES
SECTION 1A
INST. #200300086081
P.C. #3 SLIDE #238
S89 °57'31 "E 390.89'
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
PUBLIC ACCESS EASEMENT
TREE PRESERVATION EASEMENT
RIGHT OF WAY
COMMON AREA
REGULATED DRAIN EASEMENT
5' N.A.E.
O
O
O
O
ci
0)
0
N
�v�
566 0�
ro
0
N
D =90 °00'00"
R= 20.00'
L=31.42'
T=20.00'
N89 °57'31 "W
1 145.00'
5
13,050. sq. ft.
N89 °57'31 "W
145.00'
6
13,050. sq. ft.
28.69'
vi
0
0
N
0
0
O
0)
O
0
0)
d
ZONING: S1 -ROSO
S.Y. MIN.= 3' MIN. 6' BETWEEN HOUSES
NOTE:
TI -SERE SHALL BE A 10' PUBLIC PEDESTRIAN
ACCESS EASEMENT LOCATED 5' ON BOTH SIDES
OF THE CENTERLINE OF A PEDESTRIAN
PATH /TRAIL AS IT IS BUILT ACROSS C.A. #3
D= 71 °09
R=20.00'
L=24.84'
T =14.31'
S89 °57'31 "E
50.00'
S21'27'5
6.89'
N
S80'38'30 "E
30.55'
N
ti
S45'00'00 "E
5.18'
j
m
GRAPHIC SCALE
IN FEET
1 inch 50 ft.
NO2'34'42 "W 28.77'
11.75' 1.38'
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 5/8" DIA. REBAR 36" LONG WITH CAP SET.
8054. 19
<Oi
__:_E 1
20 891
N D U .&S.S.
D =13 °27'33"
C #3
334,983. sq. f t.
T'c3 st.rpE.- 3t5'
'O.
R =240.00
L=56.38' t ,9
T=28.32' F ;4\
N00 °02'29 "E
13.93'
REGULATED
DRAIN EASEMENT
Curtis C. Huff
Registered Land Surveyor
No. S0348
%t% IILllIlIlI,,,
�%S C. 4
V ....'o STS err
80040348
STATE OF
V
441111 111
D= 3217'46"
R=160.00'
L=90.19'
T= 46.33'
h
15' SEWER AND WATER EASEMENT
CARMEL LAY SCHOOLS
OF HAMIL eN COUNTY
INST. #88"495
No.
g.p0
28
92'
O.\
O
SHEET 1 OF 8