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CHERRY CREEK ESTATES
SECTION 1A
INST. #200300086081
P.C. #3 SLIDE #238
S89'57'31 "E 510.00'
50
D=31°00'10"
R= 80.00'
L= 43.29'
T=22.19'
III i III 1111111111111111
8, 9
C.A. #4 VAR. D. &U.E., L.M.A.E.
14,332. sq. ft.
r' 10.
t 0 X3'29 O 0 43 2 9
0 N89 °57'31 "W
ms s s 10.00'
0
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25
GRAPHIC SCALE
120.00'
610.00'
50
10' D.U. &S.E.
56
10,036. sq. ft.
20' B.S.L.
20' D.U. &S.S.E.
71.79'
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(]1 A TTC P1['31% /IC
IN FEET
1 inch 50 ft.
2003013126463
Filed for Record in
HAMILTON COUNTY, INDIANA
JENNIFER J HAYDEN
12-22-2003 At 02:59 pm.
PLAT 55.00
100
D= 31'00'10"
R= 80.00'
L=43.29'
T=22.19'
S89'57'31 "E 2g0.00'
50' R/W
0 A
200
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.
120.00'
10' D.U. &S.E.
co
0
N 136
20' B.S.L.
10,490. sq. ft.
t1 20' D. &U. E.
95.11'
265.92'
N89'57'31 "W
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.
FLOODWAY ZONE AE AS SCALED FROM
THE FLOOD INSURANCE RATE MAP (FIRM) FOR
(Fifin HAMILTON COUNTY, INDIANA, COMMUNITY NAME, CARMEL,
COMMUNITY NUMBER, 180081, PANEL NUMBER, 0227F,
MAP NUMBER 18057CO227F, DATED FEBRUARY 19, 2003.
(FFF)
FLOODWAY FRINGE ZONE AE AS SCALED FROM
THE FLOOD INSURANCE RATE MAP (FIRM) FOR
HAMILTON COUNTY, INDIANA, COMMUNITY NAME, CARMEL,
COMMUNITY NUMBER, 180081, PANEL NUMBER, 0227F,
MAP NUMBER 18057CO227F, DATED FEBRUARY 19, 2003.
3
LEGEND
S89'5 7' 31 "E -i-- 45.
U' 90.00'
7 '3z 0
5' N.A.E.
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
ark)
J D =62 °24'32"
R= 175.00'
o N L=190.62'
N T= 106.00
23
N
0 0
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C.A. #5
00' ^'J G 3,187. sq. ft.
480.70'
332.53'
5' N.A.E.
112.53'-
VAR. D. &U.E., L.M.A.E.
164.79'
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