HomeMy WebLinkAbout04100001 Cherry Creek Estates, Sect 5, Secondary Plat, pg HSURVEYOR
CORMS C. HUFF
STOEPPELWERTH ASSOCIATES, INC.
9940 ALUSONVILLE ROAD
FISHERS. INDIANA 46038
PHONE (317) 849 -5935
OWNER /SUBDIVIDER
PLATINUM 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:
200300032971
CARMEL /CLAY PLAN COMMISSION NOS.
PRIMARY PLAT DOCKET NO. (152- 02 -PP)
SECONDARY PLAT DOCKET NO. 31 -03a SP
CHERRY CREEK ESTATES
SECTION 5
SE ARY PLAT
CHERRY CREEK ESTATES, SEC. 5
1, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of port of the Southeast and Northeast Quarters
of Section 22, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as follows:
Commencing at the Southwest corner of the Southwest Quarter of said Section; thence North 00 degrees 27 minutes 51 seconds East along the West line of said
Quarter Section a distance 912.76 feet; thence South 89 degrees 58 minutes 42 seconds East 75.01 feet to a 5/8? rebor with cop stamped 'S A Firm #0008?
(hereafter referred to as S A rebor) on the eastern right -of -way line of Hazel Dell Parkway as described in o Right -of -Way Grant recorded as Instrument Number
98 -22044 in the Office of the Recorder, Hamilton County, Indiana; thence South 89 degrees 57 minutes 34 seconds East along the Northern Right -of -Way line of
Cherry Tree Rood as described in Deed Book 277, Page 284 in said Recorder's Office 300.35 feet to a 4? by 4? by 36? long precast concrete monument with a cross
cast in top (hereafter referred to as a concrete monument) at the Southwest corner of Common Area Number 6 as defined in the plot of Cherry Creek Estates,
Section 1B as recorded as instrument Number 2003 126463 in Plot Cabinet 3, Slide 315 in said Recorder's Office; thence along the bounds of scid Cherry Creek
Estates, Section 1 -8 by the following two (2) courses; (1) South 00 degrees "06 minutes 16 seconds East 37.83 feet to a concrete monument; (2) North 89 degrees
58 minutes 42 seconds East 446.91 feet to a S A rebor at the Southwest corner of Cherry Creek Estates, Section Two recorded as Instrument Number
2004 51680 in Plat Cabinet 3, Slide 452. in said Recorder's Office; thence North 89 degrees 58 minutes 42 seconds East along the South line o f said Cherry Creek
Estates, Section Two a distance of 1577.43 feet to a S &A rebor at the Southwest corner of Cherry Creek Estates, Section Four, recorded as Instrument Number
2005 -9933 in Plate Cabinet 3, Slide 580 in said Recorder's Office; thence along the southern boundary lines of said Cherry Creek Estates, Section Four by the
following four (4) courses; (1) South 89 degrees 58 minutes 42 seconds West 121.35 feet to a concrete monument; (2) North 00 degrees 03 minutes 44 seconds
East 200.36 feet to a concrete monument; (3) South 89 degrees 56 minutes 16 seconds East 450.00 feet to a concrete monument; (4) South 00 degrees 03
minutes 44 seconds West 138.42 feet to a S A rebor and the POINT OF BEGINNING of this description, said point also being o point on a curve concave easterly,
the radius point of said curve being South 89 degrees 56 minutes 16 seconds East 175.00 feet from said point; thence along the eastern bound( ry lines of said
Cherry Creek Estates, Section Four by the following eleven (11) courses; (1) northerly along said curve 136.94 feet to a S A rebor and to the point of tangency of
said curve, said point being North 45 degrees 06 minutes 13 seconds West 175.00 feet from the radius point of said curve; (2) North 44 degree. 53 minutes 46
seconds East 63.02 feet to a S A rebor and the point of curvature of a curve concave westerly, the radius point of said curve being North 45 degrees 06
minutes 14 seconds West 20.00 feet from said point; (3) northerly along said curve 26.01 feet to a S A rebar and the point of tangency-of said curve, said point
being North 60 degrees 23 minutes 24 seconds East 20.00 feet from the radius point of said curve, said point also being the "point of curvature of a curve concave
easterly, the radius point of said curve being North 60 degrees 23 minutes 24 seconds East 175.00 feet from said point; (4) northerly along said curve. 89.28 feet
to a S A rebor and the point of tangency of said curve, said point being South 89 degrees 37 minutes 12 seconds West 175.00 feet from the radius point of
said curve; (5) North 00 degrees 22 minutes 48 seconds West 381.36 feet to a S A rebar; (6) South 89 degrees 56 minutes 16 seconds East 612.78 feet to a S
A rebar; (7) North 00 degrees 22 minutes 48 seconds West 154.28 feet to a S A rebor; (8) North 89 degrees 37 minutes 12 seconds East 6.82 feet to a S
A rebar; (9) North 00 degrees 22 minutes 48 seconds West 180.00 feet to a S A rebor; (10) South 89 degrees 37 minutes 12 seconds We t 30.01 feet to a S
A rebar; (11) North 00 degrees 18 minutes 54 seconds East 696.60 feet to a S A rebar on a South line of Cherry Creek Estates, Section 6 as recorded as
Instrument Number 2005 -9934 in Plot Cabinet 3, Slide 581 in soid Recorder's Office; thence along the southern boundary lines of said Cherry Cre k Estates, Section
6A and Cherry Creek Estates, Section 68 as recorded as Instrument Number 2006 -34032 in Plat Cabinet 4, Slide 81 in said Recorder's Office by he following three
(3) courses; (1) North 89 degrees 37 minutes 12 seconds East 17.42 feet to a S A rebar and the point of curvature of a curve concave nort erly, the radius
point of said curve being North 00 degrees 22 minutes 48 seconds West 460.00 feet from said point; (2) easterly along said curve 301.77 feet t a S A rebar
and the point of tangency of said curve, said point being South 37 degrees 58 minutes 01 seconds East 460.00 feet from the radius point of sai curve; (3) North
52 degrees 01 minutes 59 seconds East 41.67 feet to a S A rebar; thence South 00 degrees 03 minutes 15 seconds West 100.85 feet to a S A rebar; thence
South 00 degrees 18 minutes 54 seconds West 1,773.59 feet to a concrete monument on the North line of Stone Hoven of Haverstick, Section 6 as recorded as
Instrument Number 2001 -32800 in said Recorder's Office; thence North 89 degrees 56 minutes 16 seconds West along said North line 985.01 feet to a concrete
monument; thence North 00 degrees 03 minutes 44 seconds East 61.58 feet to the place of beginning. Containing 23.200 acres, more or less, su ject to all legal
highways, rights -of -ways, easements, and restrictions of record.
This subdivision consists of 50 lots numbered 185 -186, 225 -272 both inclusive) and 4 Common Areas labeled C.A. #28 C.A. #31 (both inclus ve). The size of
lots and width of streets ore shown in feet and decimal parts thereof.
Cross- Reference is hereby made to a survey plat prepared by Stoeppelwerth Associates, Inc. in accordance with Title 865, Article 1, Chapter 12 of the Indiana
Administrative Code recorded as Instrument Number 2005 21 2003 -94229 in the Office of the Recorder of Hamilton County, Indiana.
1, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in complionce with the laws of the State of Indiana and that the within plat
represents a subdivision of the lands surveyed within the cross referenced survey plot, and thot to the best of my knowledge and belief there hos been no change
from the matters of the survey revealed by the cross- reference survey on any lines that are common with the new subdivision.
Witness my signature this 0Z 1" day of SZ'I►7'!k"71f �4 2006.
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S: \43405S5 \Legal \S5 -Plat
September 21, 2006
R(TLB)F(RJC)
Curtis C. Huff
Registered Land Surveyor
No. 80040384
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Filed for Record in
HAMILTON COUNTY? INDIANA
JENNIFER J HAYDEN
10 -13- 2006 At 02:36 PM.
F'LAT 62,00
JOB 140. 4340555
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