Carmel Drive - Steak N Shake200100066908
Filed for Record in
HAMILTON COUNTY, INDIANA
MARY L CLARE;
10 -19 -2001 09:50 am.
CORPORATE LIMITED WARRANTY DEED CORP W DEED 24.00
THIS INDENTURE WITNESSETH, That The Steak n Shake Company, formerly known as
Consolidated Products, Inc. "Grantor a corporation organized and existing under the laws of the state of
Indiana, grants, conveys, bargains and sells to City of Carmel "Grantee for the sum of Ten Dollars ($10.00)
and other valuable consideration, the receipt of which is hereby acknowledged, the following described real
estate in Hamilton County, state of Indiana:
See Attachment A aitached hereto and incorporated herein by this reference.
Subject to any and all easements, agreements, restrictions and other matters of record; subject to the lien
for real property taxes not delinquent; and subject to rights of way for roads and such matters as would be
disclosed by an accurate survey and inspection of the real estate.
GRANTOR REPRESENTS AND WARRANTS THAT THIS CONVEYANCE IS NOT SUBJECT TO
THE INDIANA GROSS INCOME TAX.
Grantor, as its sole warranty herein warrants to Grantee and its successors and assigns, that Grantor will
forever defend title to the Real Estate (subject, however, to the foregoing exceptions) against the claims of all
persons claiming by, through, or under Grantor, but against none other, which claims are based upon matters
occurring subsequent to Grantor's acquisition of the Real Estate.
Grantor, without warranting the existence of any such rights, also quitclaims to Grantee any right
Grantor may possess with respect to any representation, warranty, including warranties of title, covenant or
other obligation running to Grantor and touching and concerning the Real Estate.
The undersigned person executing this deed on behalf of Grantor represents and certifies that he has
been duly authorized and fully empowered, by proper action of the governing body of Grantor, to execute this
deed.
IN WITNESS WHEREOF, Grantor has caused this deed to be executed this Jo day of
U1OrC 2001.
GRANTOR: THE STEAK N SHAKE COMPANY
By:
Printed:
Title:
S' t\d er C.-lc
`rt. ?re _s' c
DULY ENTERED FOR TAXATION C
Subject to final acceptance for transfer
9 day of ,200\
Auditor of Hamilton County
Parcel C��„�
•x
STATE OF INDIANA
SS:
COUNTY OF MARI014
Before me the undersigned, a Notary Public in and for said County and State, personally appeared
CoN C. IC Fri e.►i) by me known to be the Vice. PCe 5 i )f of Grantor, who acknowledged the
execution of the foregoing Corporate Limited Warranty Deed for and on behalf of such Grantor, and who,
having been duly sworn, stated that the representations therein contained are true.
WITNESS my hand and Notarial Seal this .50 day of reh 2001.
My,Commission Expires:
1- 0 /Dtn %ol
County of Residence:
MeWeXPI- 0 r3COn
2
Nothry Public
Micheal ll4Ct- y 1 CI
Printed
This instrument was prepared by Robert A. Hicks, Attorney at Law, Hall, Render, Killian, Heath Lyman,
P.S.C., One American Square, Suite 2000, Box 82064, Indianapolis, IN 46282.
Send tax bills to: /l1 (_J1' Carom ()AL l ,'{4} 1.1011) dr/a 14)
03
After recording, return deed to: e G attagilD r C iaL /,0-i Co CL Q. r/c `TreeeAco ea,
0 LO rte, S Cl.rQ,,.) G i n d I 1.1 4-003
r. 741 THE
6 SCHNEIDER
L. J CORPORATION
East Carmel Drive Project Parcel 30
Owner: Consolidated Products, Inc.
Corporate QuitClaim Deed Deed Record 343, Page 42
Permanent Right of Way
Land Description
3020 North Post Road
Indianapolis. Indiana
48226 -6518
317- 898 -8282
317 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 30
EXHIBIT A
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Part of the South Half of Section 31 Township 18 North, Range 4 East of the Second
Principal Meridian in Hamilton County, Indiana being all that part of the owner's land
identified as Parcel 30 Tying within the area identified and shown as "Proposed
Permanent Right of Way" on the attached Route Survey Plat and being further
described as follows:
Commencing at the southwest corner of the Southwest Quarter of said Section 31;
thence bearing North 01 degrees 04 minutes 45 seconds West (basis of bearings is
from Deed Record 343, Page 42, Office of the Hamilton County Recorder) along the
west line thereof a distance of 1752.85 feet to the centerline of Carmel Drive; thence
North 89 degrees 55 minutes 00 seconds East along said centerline a distance of
600.00 feet to the point of curvature of a curve having a radius of 1145.92 feet, the
radius point of which bears North 00 degrees 05 minutes 00 seconds West thence
easterly along said curve and along said centerline an arc distance of 400.00 feet to a
point bearing South 20 degrees 05 minutes 00 seconds East from said radius point;
thence North 69 degrees 55 minutes 00 seconds East along said centerline a distance
of 238.51 feet to the to the point of curvature of a curve having a radius of 1145.92
feet, the radius point of which bears South 20 degrees 05 minutes 00 seconds East;
thence easterly along said curve an arc distance of 400.00 feet to a point bearing
North 00 degrees 05 minutes 00 seconds West from said radius point; thence North
89 degrees 55 minutes 00 seconds East along said centerline a distance of 1505.85
feet; thence South 00 degrees 05 minutes 00 seconds East along the grantor's west
line a distance of 40.00 feet to the Point of Beginning on the south right of way line
of Carmel Drive; thence North 89 degrees 55 minutes 00 seconds East along said
south line a distance of 20.00 feet to the grantor's east line; thence South 00
degrees 05 minutes 00 seconds East along said east line a distance of 14.25 feet;
thence South 89 degrees 55 minutes 00 seconds West parallel with the aforesaid south
right of way line a distance of 20.00 feet to the grantor's west Tine; thence North 00
degrees 05 minutes 00 seconds West along said west line a distance of 14.25 feet to
the Point of Beginning. Containing 285 square feet.
j: \2k \2603 \001 \dwgs \parce130. dwg
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THE
SCHNEIDER
J CORPORATION
SURVEYOR'S REPORT
In accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrative Code
"Rule 12 the following observations and opinions are submitted regarding the various
uncertainties in the locations of the lines and corners established on this route survey as a
result of variances in reference monuments and inconsistencies in lines of occupation.
This survey was performed to create additional permanent right of way and Temporary
right of way along Carmel Drive from Rangeline Road to Keystone Avenue. The basis of
bearings used is from the record descriptions of the tracts along Carmel Drive all of which
are on the some system.
The coordinate values for all Survey Control Line monuments shown hereon were
established initially by Woolpert Consultants on the Indiana State Plane Coordinate System.
These coordinates were converted by The Schneider Corporation to a local coordinate system
with a basis of bearings bused on the record descriptions as noted above. Coordinate values
of and distances between control points shown hereon are to the nearest 0.01 feet, not
to indicate the precision of the fieldwork, but to allow for mathematical closure.
Survey Control Line monuments are referenced hereon by circled numerals that
correspond to the monument numbers in this report. Monument 24428 is o 5/8 inch rebar
found with yellow cap marked "Schneider Engr. Corp." 0.2 feet above grade on the south side
of Carmel Drive. Monument 1322 is a Mag nail found flush with the surface of the sidewalk
on the north side of Carmel Drive. Monument 1321 is a 5/8 inch rebar found with a red
"Woolpert" cap found 0.1 feet below grade on the south side of Carmel Drive. Monument
1325 is a 5/8 inch rebar found 0.1 feet below grade near the southwest corner of Carmel
Drive and Keystone Way. These four monuments are considered to be original monuments
with no error as related to their use as a part of or references to the survey line.
In addition to the 4 Survey Control Line monuments, various points on the centerline of
Carmel Drive and on the lead —ins to same are shown with horizontal coordinate values of
North and East. These coordinates are directly related to the coordinate values of the
Survey Control Line and coordinate values for the various Permanent and Temporary Right of
Woy lines and corners can be calculated therefrom. In accordance with 865 IAC 1 -12, it is
the intent of this Route Survey that the location of all Permanent and Temporary Right of
Way lines and corners shown hereon be controlled by the various Survey Control Line
monuments and their associated coordinate values, bearings and distances shown hereon.
The various physical features shown on the Route Survey were located by Woolpert
Consultants in conjunction with an earlier phase of the Carmel Drive project. As indicated
above, the survey control for the Woolpert work wos recovered, confirmed and converted to a
local datum for use on this Route Survey.
There is evidence from older surveys that the physical monument currently at the
southwest corner of the southwest quarter of Section 31 has moved about 1 foot in a
north —south direction during the intervening years. The coordinate value shown hereon for
that corner is based on the prior location, not on the current monument. As a result of
this movement, it is my opinion that the centerline of Carmel Drive and the prior location of
the southwest corner of the section are best estoblished based on the centerline of Carmel
Drive coordinated and depicted on this Route Survey. This centerline is based on railroad
spikes in the centerline of Carmel Drive (one at the centerline of Keystone Woy and one at
the first Point of Curvature west of Keystone Way) which have been in place and utilized to
control the centerline for many years.
SURVEYOR'S STATEMENT
To the best of my knowledge and belief the within plat represents a Route Survey performed
in accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrative Code "Rule
12 under my supervision and completed on February 25, 1999.
Gar
Regis ed Land Surveyor #S0389
March 9, 1999
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3020 North Post. Road
Indianapolis, Indiana
46226 -6518
317 -898 -8282
317 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
,ss.°"
k
No
S0389
STATE OF
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Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheet of 3
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1 7 SCHNEIDER
L J CORPORATION
N 9972.9605
E 11706.9352
fr
CARMEL DRIVE
rn
MONUMENT 1322
REFERENCES
(MAC NAIL)
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MONUMENT 1325
REFERENCES
(5/8" REBAR)
CENTERLINE REFERENCE DATA
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3020 North Post. Road
Indianapolis, Indiana
46226 -6518
317 -898 -8282
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
ROUTE SURVEY CONTROL EXHIBIT
N 10027.0422
E 10005.9308
CARMEL DRIVE
Li
:nit
R.R. SPIKE AT CL INTER.
4
ON CURB f,o' HM
i
N= 8025.3349, E= 8425.3496, SECTION 31, SW COR., SW 1/4
N= 9777.8741, E= 8392.3395. CL INTERSECTION
N= 9778.7457. E= 8992.3388, CL POC
N= 9848.4225. E= 9384.1658, CL POT
N= 9930.3232, E= 9608.1731, CL POC
N= 10000.0000, E= 10000.0000, CL POT (R.R. SPIKE FD.)
N= 10002.5436, E= 11750.8389. CL INTERSECTION (R.R. SPIKE FD.)
T
CARMEL DRIVE
17A
w BC
COR. BC
u
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
25 50
ASSUMED NORTH
1 inch 50 ft.
y
N 9781.7339
E 9266.1447.1
COR. BC
9738.6139
E 8891.9166
MON MENT 24428
REFERENCES
(5/8" REBAR W /SEC CAP)
LANDMARK
RICHARDS
BUILDING
MONUMENT 1321
REFERENCES
(5/8 "REBAR W /WOOLPERT CAP)
MERIDIAN MORTGAGE
GROUP
COR. BC
COR. BC
TSC #2603.001
Sheet 3 of 3
THE
SGHNEIDER
J CORPORATION
1505.85'
P.O.B.
PARCEL 30 ROW
EXISTING 40' 1/2 R.O.W. LINE
N 00'05'00" W
PROPOSED R.O:.W. LINE
EINSTEIN
BROS. HOT SHOTS
BAGELS
PARCEL 30
RECORD OWNER
CONSOLJDATED PRODUCTS, INC.
CORPORATE QUITCLAIM DEED
BOOK 343, PAGE 42
L=400.00'
R= 1145.92'
N89'55'00 "E
600.00'
w
Q
C7 O SURVEY LINE MONU. 24428
Z C`'
Q
CC SW CORNER
SEC.31— T18N —R4E
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3020 North Post. Road
Indianapolis, Indiana
46226 -6518
317 898 -8282
317 899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
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N. 89•55'00 "E
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SURVEY LINE MONU. 1321
SURVEY LINE
PARCEL 30
EXHIBIT "G
11
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SOD 05'OD"
SURVEY LINE MONU. 1322
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
N89'55'00 "E
20.00'
PLAN SCALE
1 30'
CARMEL ,DRI
PROPOSED PERMANENT R.O.W.
(CROSS HATCHED)
I
STEAK
'N'
SHAKE
L=400.00'
R= 1145.92'
Engineering
Surveying
Landscape Architecture
GIS 11S
Geology
SURVEY LINE
N89'55'00 "E
1750.84'
/N._ N r'-
1505.85' —I
S00 05'00"E
40.00' Z p
P.O.B.
PARCEL 30 ROW w
O
TSC #2603.001
Sheet 1 of