Carmel Drive - American National BankLIMITED WARRANTY DEED
Afigitas.- no i ok 1 f? eaJL flOW (U S
This indenture witnesseth, that NATIONAL ASSOCIATION, a national
banking association (Grantor), of 127 Public Square, Cleveland, Ohio, bargains, sells and
conveys to the CITY OF CARMEL, INDIANA (Grantee), of
Carmel, Indiana for the sum of TEN DOLLARS ($10.00) and other valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, the following
described real estate in Hamilton County, State of Indiana (the "Sale Property
See Legal Description Attached Hereto as Exhibit A
SUBJECT, HOWEVER, to each of the matters set forth in Exhibit B attached hereto and
incorporated herein by reference.
To have and to hold the Sale Property to Grantee and Grantee's successors and assigns
forever. Grantor covenants and warrants that said Sale Property is free of any encumbrance
made or suffered by said Grantor (except any set forth above), and that Grantor and Grantor's
successors shall warrant and defend the same to said Grantee and said Grantee's successors and
assigns forever, against the lawful claims and demands of all persons claiming by, through, or
under the said Grantor, but against none other.
Grantee's Mailing Address: One Civic Square, Carmel, IN 46032
Return deed to: Robert A. Hicks, Hall, Render, Killian, Heath Lyman, P.S.C.,
One American Square, Suite 2000, Box 82064, Indianapolis, IN 46282
Send tax bills to Grantee at: c/o Clerk Treasurer, One Civic Square, Carmel, IN 46032
Is there any Indiana Gross Income Tax due on this transaction?
Yes X No
IN WITNESS WHEREOF, Grantor has executed this deed this 24 Ti day of
2001.
DULY ENTERED FOR TAXATION transfer
Subject to final acceptance for
day of 20,x.
Auditor of Hamilton County
Parcel
CL: 570525v3
GRANTOR:
KEYBANK NATIONAL ASSOCIATION,
a national banking association
JOSEPH A. PRCELA
uLSIuNATED SIGNER
200100050994
Filed for Record in
HAMILTON COUNTY, INDIANA
MARY L CLARK
08 -14 -2001 02 :56 pm.
WARR DEED 28.00
State of Ohio
SS.
County of Cuyahoga
My commission expires:
This instrument prepared by:
John J. Burns
Attorney at Law
Jones, Day, Reavis Pogue
North Point
901 Lakeside Avenue
Cleveland, Ohio 44114
CL: 570525v3
ACKNOWLEDGMENT
Before me, a Notary Public in and for said County and State, personally appeared
the Des ,Q 5 5 of KeyBank National Association, a national banking association
who ackno edged the execution of the foregoing Limited Warranty Deed, for and on behalf of
said Grantor, and who, having been duly sworn, stated that any representations therein contained
are true.
Witness my hand and Notarial Seal this 0 q day of 2001.
Signature:
Printed:
Resident of:
Not Public
Cl et.Le c— County, Ohio
LINDA ROZZO FOUTZ
Notary Public State of Ohio
My Commission Expires Dec. 15, 2004
O
CL: 570525v3
EXHIBIT A OF LIMITED WARRANTY DEED
Legal Description of the Sale Property
IP:I
SCHNEIDER
L. J CORPORATION
East Carmel Drive Project Parcel 26
Permanent Right of Way
Land Description
j: \2k \2603 \001 \dwgs \porcel26.dwg
PARCEL 26
3020 North P. rt'- oad
Indianapolis. In lane
48228 -8518
317 -898 -8282
317 -899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
Exi4; s T A
Owner: The American Notional Bank of Hamilton County
Warranty Deed Deed Record 330, Page 605
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Part of the South Holf of Section 31 Township 18 North, Range 4 East of the Second
Principol Meridian in Hamilton County, Indiana being all that port of the owner's land
identified as Parcel 26 lying 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 330, Page 605, 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 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 880.12 feet to the
northerly prolongation of the east line of a 24 foot perpetual non exclusive roadway
easement as described in Deed Record 316, Page 15; thence South 00 degrees 09
minutes 45 seconds East along soid prolongation 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 right of way line o
distance of 180.00 feet to the grantor's east line; thence South 00 degrees 09
minutes 45 seconds East olong said east line a distance of 8.00 feet; thence South
89 degrees 55 minutes 00 seconds West parallel with the aforesaid south right of way
line a distance of 180.00 feet to the grantor's west line; thence North 00 degrees 09
minutes 45 seconds West along said West line a distance of 8.00 feet to Point of
Beginning. Containing 1440 square feet.
TSC #2603.001
Sheet/ of 3
I� 1HE
SCHNEIDER
L 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 Rongeline Road to Keystone Avenue. The basis of
bearings used is from the record descriptions of the tracts along Carmel Drive oll 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 based on the record descriptions as noted above. Coordinate values
of and distances between control points shown hereon ore 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 a 5/8 inch rebar
found with yellow cop marked "Schneider Engr. Corp." 0.2 feet above grade on the south side
of Carmel Drive. Monument 1322 is a Mog 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 grode on the south side of Carmel Drive. Monument
1325 is a 5/8 inch rebor 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 coordinote values of
North and East. These coordinates are directly related to the coordinate volues of the
Survey Control Line and coordinate values for the various Permanent and Temporary Right of
Way lines and corners con 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 was 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 quorter of Section 31 has moved obout 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 Cormel Drive and the prior location of
the southwest corner of the section are best established 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 Way and one at
the first Point of Curvature west of Keystone Way) which hove been in ploce 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 occordonce with Title 865 Article 1 Chapter 12 of the Indiana Administrative, Code "Rule
12 under my supervision and completed on February 25, 1999.
Go
Regi'wed Land Surveyor fS0389
March 9, 1999
j: \2k \2603 \001 \dwgs \30F4SHT.dwg
3020 North Post. ad
Indianapolis. Indiana
48228 -8518
317 898 -8282
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheets of .3
B B
I� ,HE
SCHNEIDER
L J CORPORATION
iy
N
CARMEL DRIVE Y
o
N 10027.0422
E 10005.9308
N 9972.9605
E 11706.9352
CUT "X
16.4'
MONUMENT 1322
REFERENCES
(MAC NAIL)
IFi4
MONUMENT 1325
REFERENCES
(5/8" REBAR)
CENTERLINE RLFLRENCE DATA
j: \2k \2603 \001 \dwgs \REPTTIES.dwg
CARMEL DRIVE
Iv1ANHOLE
R.R. SPIKE AT CL INTER.
ONCUR,
3020 North Pos oad
Indianapolis, Indiana
46228 -8518
317 -898 -8282
317 -809 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
ROUTE SURVEY CONTROL EXHIBIT
ll iMunttalaumni
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.)
14= 10002.5436, E= 11750.8389, CL INTERSECTION (R.R. SPIKE FD.)
CARMEL DRIVE
[COf2. BC
50 O 25 50
BR BC
17.4
I,
ASSUMED NORTH
1 inch 50 [t
MON MENT 24428
REFERENCES
(5/8” REBAR W /SEC CAP)
N 9781.7339
E 9266.14471.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
4n•
s ?COR BC
;NI 9738.6139
E 8891.9166
:COR. BC
LANDMARK
RICHARDS
BUILDING
MONUMENT 1321
REFERENCES
(5/8 "REBAR W /WOOLPERT CAP)
MERIDIAN MORTGAGE
GROUP
TSC #2603.001
Sheet 3 of
r7i Of HE
6; SCHNEIDER
L J CORPORATION
880.12'
N89'55'00"E
N89'55'00"E
600.00'
L=400.00'
R=1145.92'
j: \2k\2603\001 \dwgs\porcel26.dwg
1060.12'
N8955'00"E
L.A.1
CDC) SURVEY LINE MONU. 24428
-cc
SW CORNER
SEC.31-T18N-R4E
A
3020 North Po •ad
Indianapolis, Ina no
48228-8518
317-898-8282
317-899-8010 FAX
317-895-2803 RESIDENTIAL
SURVEYING FAX
180.00'
SURVEY LINE MONU. 1322
0
SURVEY LINE MONU. 1321
SURVEY LINE
PARCEL 26
EXHIBIT
1
'LAN SCALE
30'
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
i SURVEY LINE
N89
1750.84'
880.12'
40.00'
P.O.B.
PARCEL 26 ROW
L= 400.00'
R=1145.92'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
TSC #2603.001
Sheet 1 of
W. LINE, SW 1 /4 (SEE REPORT)
1
r
3..gt,60.00S I
CARMEL DRIVE
P.O.B. PR PERMANENT R.O.W.
PARCEL 26 ROW (CROSS HATCHED)
EXISTING 40' 1/2 R.O.W. LINE
1 1\189'55'd0 C 1 1 I
s ,71 .1 i s, N 6, k x\- i %1/4 A\ \N i xwm 4 x- s x N N N k k s xr s 1/4 %:\s t t t
S8955'00"W l8O.00'j I
i l
!I
N00'0 '45"W
8. 0'
11
ii
ilS00
8.0o.
PROPOSED 48' 1/2 R.O.W. LINE
KEY BANK PARCEL 26
RECORD OWNER
THE AMERICAN NATIONAL BANK
WARRANTY DEED
BOOK 330, PAGE 605
11
r7i Of HE
6; SCHNEIDER
L J CORPORATION
880.12'
N89'55'00"E
N89'55'00"E
600.00'
L=400.00'
R=1145.92'
j: \2k\2603\001 \dwgs\porcel26.dwg
1060.12'
N8955'00"E
L.A.1
CDC) SURVEY LINE MONU. 24428
-cc
SW CORNER
SEC.31-T18N-R4E
A
3020 North Po •ad
Indianapolis, Ina no
48228-8518
317-898-8282
317-899-8010 FAX
317-895-2803 RESIDENTIAL
SURVEYING FAX
180.00'
SURVEY LINE MONU. 1322
0
SURVEY LINE MONU. 1321
SURVEY LINE
PARCEL 26
EXHIBIT
1
'LAN SCALE
30'
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
i SURVEY LINE
N89
1750.84'
880.12'
40.00'
P.O.B.
PARCEL 26 ROW
L= 400.00'
R=1145.92'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
TSC #2603.001
Sheet 1 of
W. LINE, SW 1 /4 (SEE REPORT)
1. Current general and special real estate taxes and assessments which are a lien but are not
due and payable as of the date hereof.
2. Matters created, suffered or permitted by or through the Grantee.
3. Matters that would be shown by an accurate survey of the Sale Property.
4. Zoning, land use and other governmental laws, rules and regulations.
5. Any and all easements, conditions and restrictions of record.
CL: 570525v3
EXHIBIT B TO LIMITED WARRANTY DEED
Permitted Encumbrances