HomeMy WebLinkAbout027,028-93 SP Ponds West Secondary Plat.3COMMISSION'S CERTIFICATE
UNDER AUTHORITY PROVIDED BY ACTS OF 1981,P,L. 309, SEC. 23, AS AMENDED BY
ACTS OF 1982, P.L. 211, ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF
INDIANA, AND ALL ACTS AMENDATORY AND SUPPLEMENTARY THERETO, AND AN ORDINANCE
ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS
GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS:
ADOPTED BY THE CARMEL/CLAY PLAN COMMISION AT A MEETING HELD
1992
CARREL/CLAY PLAN COMMISSION
BY:
DAVID CUNNINGHAM
ASSISTANT DIRECTOR
CARMEL, INDIANA
BOARD OF COMMISSIONERS OF THE COUNTY OF HAMILTON
BOARD OF COUNTY COMMISSIONER'S CERTIFICATE
UNDER AUTHORITY PROVIDED BY ACTS OF 1981, ENACTED BY THE GENERAL ASSEMBLY OF
THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THERETO, THIS
PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS OF HAMILTON
COUNTY, I ND I ANA, AT A MEETING HELD
199 .
BOARD OF COMMISSIONERS OF THE COUNTY OF HAMILTON
COMMISSIONER
STEVE HOLT - PRESIDENT
COMMISSIONER
BILL KARNS
COMMISSIONER
STEVE DILLINGER
ATTEST
POLLY PEARCE
HAMILTON COUNTY AUDITOR
The portion of real estate Included In this plat is also subject to
covenants and restrictions contained in the Declaration of Covenants
and Restrictions of Ponds vest recorded as Instrument number
on 199 , in the Office of the
Recorder of Hamilton County.
Owner and Subdivider:
witness my signature this
STATE OF INDIANA )
) SS:
COUNTY OF HAMILTON)
DART DEVELOPMENT CORP. II
P.O. BOX 1423
CARMEL,INDIANA 46032
(317-844-4551)
day of , 199
BY!
David Frelburger
President
Before me, a Notary Pubiic in and for said County and State,
personally appeared David Frelburger and acknowledged execution of this
instrument as his voluntary act and deed for the uses and purposes
therein expressed as the President of, and for and on behalf of
Dart Development Corp. II.
Witness my signature and Notarial Seal this day of ,199
My Commission Expires;
County of Residence
Source of Title; Instr.
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Notary Public
Printed Name
I �*Nlzlau lm� III "awo
PONDS WEST
SECTION
This subdivision consists of 28 lots nurribered TO thru 97
all inclusive, and streets as shown hereon. The size of
lots and widths of streets are shown on this plat by figures
denoting feet and decimal parts thereof.
,,11111IVI"
:`N • No.
s SO441 '
'., STATE OF
IU ��•
111111111",
Certified
This day of , 199
STEPHEN E. BOUROUEIN
Registered Land Surveyor 11SO441 - Indiana
LEGEND
BSL = BUILDING SETBACK LINE
N. A. E. = NON ACCESS EASEMENT
D. E. = DRAINAGE EASEMENT
U. E. = UTILITY EASEMENT
U. & D. E. = UTILITY & DRAINAGE EASEMENT
L. S. E. = LANDSCAPING EASEMENT
0 = STREET ADDRESS
p = MONUMENT - 4" x 4" x 36" Stone,
Precast Conc., or
Poured in Place Conc.
o = STREET MARKER - 1/2" dia. x 24"
Bross, iron, or
Steel Pin.
NOTEl
MARKERS SHALL BE PLACED AT ALL PROPERTr
CORNERS AND ALL ANGLES IN PROPERTY LINES
NOT ESTABLISHEO BY A MONLNENT. MARKERS
SHALL BE 5/8' dio. x 36' STEEL PiPES
OR STEEL BARS.
CERTIFICATE OF SURN'E)'
Ponds West Section Iii
i, the undersigned, do hereby certify the attached plat to be true and coi
of my knowledge and belief, representing a survey of part of the Northeast Qu.
22, Township 18 North, Range 3 East of the Second Principal Meridian, Cl:
Hamilton County, Indiana, more particularly described as follows:
Beginning at the Northeast corner of said Northeast Quarter; thence
East along the East line of said Northeast Quarter 1188.71 feet; thence South
45.00 feet; thence South 86°49'35" West 309.26 feet; thence North 31°44'58" W
thence South 58°15'02" Wes( 120.00 feet; thence North 31°44'58" West 145.46 fe
a non -tangent curve concave Soufficasterly having a central angle of 47°16'11"
225.00 feet; thence Southwesterly and Southerly along said curve a distance of 1
curve being subtended by a chord having a bearing of South 23°35'49" West ;
180.41 feet); thence South 00°02'16" East 30.03 feet; thence North 88°47'41" N
thence North 00°02'16" West 28.95 feet to a point on a curve concave Easterly I
angle of 19°44'38" and a radius of 275.00 feet; thence Northerly along said cur,
94.76 feel (said curve being subtended by a chord having a bearing of North 09°51
length of 94.30 feet); thence North 70°17'38" West 173.69 feet; thence North
168.21 feet; thence North 04°33'06" East 82.01 feet; thence North 00°48'29" W
thence North 65°58'28" East 71.97 feet; thence North 8904'58" East 91.65 fee'
DO°55'22" West 135.00 feet; thence North 8904'58" East 56.38 feet; thence North
50.00 feet to a point on a non -tangent curve concave Northeasterly having a c
90°00'00" and a radius of 20.00 feet; thence Westerly, Northwesterly and Nord
curve a distance of 31.42 feet (said curve being subtended by a chord having a b
45°55'02" West and a length of 28.28 feet); thence North 00°55'02" West 105.
North 44°04'58" East 49.50 feet; thence North 00°55'02" Wes( 75.00 feet to a poi
line of said Northeast Quarter; thence North 89°04'58" East along said North lin
the Point of Beginning, containing 18.69 acres more or less, subject to all hig
x,ay, and easements.
F.P.G. Flood Protection Grade - Elevation of the
lowest point around the perimeter of a
building at which flood water may enter
the building is to be no lower than the
elevation shown for each lot.
PREPARED
STEVE E BOOR(
Fall 1171,
MSE Corporation
941 North Meridi
I ndp I s, , IN 4620
317 634-1000
317 634-3576 FAX
Job Noa 114-0522 Skeet I,