HomeMy WebLinkAbout96th/Randall - 4148 96th St LLC 2014009605 RIGHT WAY $23.00
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' 1 OD ^, 03/18/2014 03:09:00P 6 PCS
�j' �J Mary L. Clark
HAMILTON County Recorder IN
�U/���� Recorded as Presented `
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It of Carmell
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9�'�TON Co c`I�I
�� i BOARD OF PUBLIC WORKS & SAFETY
, ACCEPTANCE OF DEDICATION & DEED OF PUBLIC RIGHTS-OF-WAY
WHEREAS, the foregoing Grantor having filed with the City of Carmel, Indiana ("City"), its
Dedication and Deed of certain real property("Property") to the City for the purpose of establishing
City rights-of-way, which Dedication and Deed is attached hereto and incorporated herein as
Exhibit"A & B"hereinabove set forth;
AND WHEREAS, the City believes that said fee simple conveyance of property is desirable and
necessary and in the City's best interests;
NOW THEREFORE, the City, by and through its Board of Public Works and Safety, hereby
accepts said Dedication and Deed, and orders that the Instrument of Dedication and Deed described
herein be recorded in the Recorder's Office of the County of Hamilton, State of Indiana, and that
said described real property be, and the same hereby is, declared open and dedicated to the City.
SO ORDERED: CITY OF CA EL BOARD O�ARD OF PUBLIC WORKS &SAFETY
James Brainard, Presiding Officer
DULY ENTERED FOR TAXATION Date: _ •
Subject to final acceptance for transfe'r'' L., .
a8 day�Iof_ rnu�nJ- , 20� M:ryA Burke,Me ber
�Yl ear.a, A Editor of Hamilton County Date: 3-- S:/j
Parcel # IZI/a)
Lori Watson.Member
Date: V 3(C l I /
Sandra Li.J^oi0lia�snn
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ATTEST: T""4 GIL 44
Tana L. Cordray, . 44 ,Clerk-Treasurer
Date: 3 /y
Instrument prepared by: Douglas C. Haney,Cannel City Attorney.One Civic Square,Cannel, Indiana 46032
ONE CIVIC SQUARE CARMEL,INDIANA 46032 317/571-2400
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CITY 0 ARMEL
February 12, 2014
JAMES 13I AINARD, MAYOR
Board of Public Works and Safety
One Civic Square
Carmel, Indiana 46032
RE: RANDALL BYPASS/BUTLER HYUNDAI DEDICATION OF PUBLIC RIGHT OF WAY
Dear Board Members:
Mr. Andrew Taylor, Project Manager for American Structurepoint, Inc., representing Butler Hyundai, has
requested the Board sign the Dedication of Public Right-Of-Way documents presented for approval.
The documents are in association with the proposed Butler Hyundai project to be constructed on 96`h
Street (Section 8, Township 17 North, Range 4 East). The proposed Randall Bypass will replace a vacated
portion of Randall Drive, providing a roundabout to the project entrance and Randall Drive to the north.
Total dedication will be 0.729 acres.
On behalf of the City of Carmel, I would like to thank Butler Hyundai for this dedication of right-of-way. I
recommend the Board accept and sign this document.
Sincerely,
777 �f 19.<
Michael T. McBride, P.E.
City Engineer
Attachments
S:\BP W14\BUTLERHYUNDAIROWDEDICATION.DOC
DEEARr.ESxr or ENGINEERING
ONc Chic SQUARE. CARMEL. IN 46032 OEricE 317.571.2441 FAx 317571 2439
EVkill. engi neeringu C:' mel.in. a
DULY ENTERED FOR TAXATION
Subject to final acceptance for trallffsfe
1 &day of 'n2a- c i , 20.11
r
` Y 1 Auditor of Hamilton County
( 1t--Parcel
D EDICATION & DEED OF PUBLIC RIGHTS-OF-WAY
APPROVED a
THIS INDENTURE WITNESSETH:
That 4118 ` coM T LLC
(Jointly and individually the "Grantor"), the fee simple owner(s) of the following described real
property ("Property") described in attached Exhibits A & B, incorporated herein by this reference.
which Property is located in the City of Carmel, Hamilton County; State of Indiana, hereby grants,
conveys and warrants in fee simple and with no reversionary rights whatsoever retained, all of
Grantor's rights, title, and interest in the Property, to the City of Carmel, Indiana ("Grantee"),
subject to all existing easements and rights-of-way of record, for the sum of One Dollar ($1.00) and
other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged.
This conveyance of real estate is not subject to Indiana gross income tax.
IN WITNESS WHEREOF.Grantor has executed this Instrument on the day of / ,2014.
"GRANTOR"
t3v: a .
(Authorized Signature)
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(Printed rI Title)
N„lt ,.(.Cr?tt_OHS. . CN 10 13f rxutuif -NAND DRAWING l'ARC:i.. 10 R1 .AFiRif
STATE OF INDIANA j1
COUNTY OF in(1✓'O i l
Before me, the undersigned NOTARY PUBLIC in and for said County and State, personally appeared the above and
acknowledged executing the foregoing Dedication and Deed of Public Right-of-Way.
Witness my hand and Notarial Seal this (L___ day of re h//1 Of y .2013.
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COUNTY=OP RESIDENCE: nThar\o l
I affirm. under the penalties Mr perjury,that I have taken reasonable care to redact each and even
Social Security number from this documen unless it is required by law. Douglas C. Haney
Instrument prepared by: Douglas C. Haney.Carmel City Attorney.One Civic Square.Carmel.Indiana 46032.
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LEGAL DESCRIPTION
Part of the South Half of the Southeast Quarter of Section 8, Township 17 North, Range 4 East in
Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Section; thence South 90 degrees 00 minutes 00
oseconds West a distance of 2032.91 feet along the South line of said Quarter Section to the
Southeast corner of the owner's land; thence North 00 degrees 08 minutes 03 seconds East 73.03
rc feet along the East line of the owner's land, parallel to the West line of said Half Quarter Section to
the North boundary of East 96th Street; thence South 86 degrees 10 minutes 38 seconds West along
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said north line a distance of 45.48 feet; thence South 90 degrees 00 minutes 00 seconds West along
o said north line a distance of 57.37 feet to the Point of Beginning; thence North 90 degrees 00
7 minutes 00 seconds West along said north line a distance of 100.00 feet; thence North 45 degrees 15
b minutes 43 seconds East a distance of 28.41 feet: thence North 00 degrees 31 minutes 26 seconds
East a distance of 144.46 feet; thence North 03 degrees 38 minutes 31 seconds East a distance of
123.28 feet to a curve with a radius of 20.00 feet and concave to the west; thence northerly along
'' said curve an arc distance of 5.10 feet (said curve being subtended by a chord of 5.08 feet bearing
North 03 degrees 39 minutes 24 seconds West); thence along a curve having a radius of 154.46 feet
o and concave to the west, northerly an arc distance of 14.38 feet (said curve being subtended by a
chord of 14.37 feet bearing North 13 degrees 37 minutes 18 seconds West); thence along a curve
having o radius of 25.00 feet and concave to the west, northerly an arc distance of 4.69 feet (said
curve being subtended by a chord of 4.69 feet bearing North 21 degrees 40 minutes 02 seconds
West); thence along a curve having a radius of 111.58 feet and concave to the east, northerly an arc
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distance of 24.76 feet (said curve being subtended by a chord of 24.71 feet bearing North 20 degrees
41 minutes 26 seconds West); thence along a curve having a radius of 48.00 feet and concave to the
east, northerly an arc distance 42.31 feet (said curve being subtended by a chord of 40.95 feet
bearing North 10 degrees 00 minutes 57 seconds East); thence along a curve having a radius of
92.00 feet and concave to the northwest, northeasterly an arc distance of 32.46 feet (said curve
° being subtended by a chord of 32.29 feet bearing North 25 degrees 09 minutes 29 seconds East);
6 thence South 89 degrees 28 minutes 34 seconds East o distance of 56.01 feet to a curve with a
radius of 492.00 feet and concave to the northeast; thence southerly along said curve on arc distance
° of 10.38 feet (said curve being subtended by a chord of 10.38 feet bearing South 18 degrees 10
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minutes 40 seconds East); thence along a curve having a radius of 32.00 feet and concave to the
`o east, southeasterly an arc distance of 28.62 feet (said curve being subtended by o chord of 27.68
feet bearing South 44 degrees 24 minutes 20 seconds East); thence along a curve having a radius of
10.00 feet and concave to the north, easterly an arc distance of 3.39 feet (said curve being
subtended by a chord of 3.38 feet bearing South79 degrees 45 minutes 08 seconds East); thence
South 89 degrees 28 minutes 34 seconds East a distance of 66.14 feet to a curve with o radius of
54.00 feet and concave to the northwest; thence easterly along said curve an arc distance of 24.91
feet (said curve being subtended by a chord of 24.69 feet bearing North 52 degrees 25 minutes 14
° seconds East) to the West line of Randall Drive; thence South 00 degrees 08 minutes 03 seconds
West along said West line a distance of 65.23 feet; thence North 89 degrees 28 minutes 34 seconds
West a distance of 46.55 feet to a curve having a radius of 20.00 feet and concave to the south;
thence westerly along said curve an arc distance of 2.08 feet (said curve being subtended by a chord
of 2.08 feet bearing South 87 degrees 32 minutes 57 seconds West); thence South 84 degrees 34
m minutes 28 seconds West a distance of 16.64 feet to a curve having a radius of 142.00 feet and
concave to the south; thence westerly along said curve on arc distance of 30.79 feet (said curve
being subtended by a chord of 30.73 feet bearing South 78 degrees 21 minutes 49 seconds West);
thence along a curve having a radius of 32.00 feet and concave to the southeast, southwesterly an
arc distance of 24.40 feet (said curve being subtended by a chord of 23.82 feet bearing South 50
degrees 18 minutes 27 seconds West); thence along a curve having a radius of 20.00 feet and
concave to the east, southerly an arc distance of 8.66 feet (said curve being subtended by a chord
of 8.60 feet bearing South 16 degrees 03 minutes 07 seconds West); thence South 03 degrees 38
minutes 31 seconds West a distance of 89.12 feet; thence South 00 degrees 31 minutes 26 seconds
West a distance of 182.17 feet; thence South 44 degrees 44 minutes 17 seconds East a distance of
0 28.16 feet to the Point of Beginning.
Containing 0.729 acres, more or less.
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a RANDALL BYPASS R/W EXHIBIT "A"
7.
DATE: 10/25/2013 SHEET NO.
AMERICAN 7260 SHADELAND STATION
STRUCTUREPOINT TEL 31 NDIA55 00 LFAX 3 46256-3957
.543 0270 DRAWN BY: EE of
oINC. www.structurepoint.com 2
CL
JOB NO. 2012.01436
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aiI Length:2 Radius: 154.46' O ® 9'28'34"W
o- Chord: 14.37' Course: N13' 37' 17'W 46.55'
I Curve 3 O
p Length: 4.69' Radius: 25.00'
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N Curve 4 I
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• Chord: 24.71' Course: N20' 41' 26-W
5 Curve 5 i I as
N Length: 42.31' Radius: 48.00' ;
3 Chard: 40.95' Course: N10' 00' 57"E
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on Chord: 27.68' Course: 544' 24' 20'E 7.1 _I -
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RANDALL BYPASS R/W EXHIBIT "B" •
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LU AMERICAN 7260 SHADELAND STATION DATE: 10/25/2013 SHEET NO.
O STRUCTUREPOINT TEL 31 INDIANAPOLIS,
317.547.5580 FAX 317.543 0270 DRAWN BY: EE 2 of
o INC. www.structurepoint.com 2
° JOB NO. 2012.01436
DESC. FILE: RWJRANDALL_BYPASS