Carmel Drive - Kunz, Patsy/WilliamG TOR:
k
Patsy M. nz
C. Z3 23.1
LIMITED WARRANTY DEED
Instrument
200200053387
THIS INDENTURE WITNESSETH, that Patsy M. Kunz "Grantor of the County of Marion, 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 attached 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, 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 40 day of
2001.
DULY ENTERED FOR TAXATION
Subject to final acceptance for ransfer
d ay of-, 20
7 y Auditor of Hamilton County
PormoI
200200053387
Filed for Record in
HAMILTON COUNTY, INDIANA
MARY L CLARK
07 -29 -2002 02:14 pm.
W DEED NC .00
STATE OF INDIANA
SS:
COUNTY OF iii Qua n-
Before me the undersigned, a Notary Public in and for said County and State, personally appeared Patsy
M. Kunz, Grantor, who acknowledged the execution of the foregoing Limited Warranty Deed for and on behalf
of such Grantor, and who, having been duly sworn, stated that the representations therein contained are true.
!0 71.1
WITNESS my hand and Notarial Seal this day of DeeemDer" 2001.
My Commission Expires:
County of Residence:
°►'v► �4a 'a.ru
r
0 i
7 .4 7 7
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: (`'r 9 eNiC C 71rOld rA 1 na Uiv 03ra.
After recording, return deed to:
ASSOCIATFn RIGHT OF WAY SCRVICES, INC.
1311 N. ARLINGTON AVE.
SUITE 209
INDIANAPOLIS, IN 46219
2
722
Notary ublic
Ma of 8S1 /Qc141) h S
Printed'
r THE
6. SCHNEIDER
L J CORPORATION
East Carmel Drive Project Parcel 27
f \2k \2603 \001 \dwgs\porcel2 7. dwg
3020 North Post Road
Indianapolis, Indiana
48226 -8518
317 898 -8282
317- 899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 27
EXHIBIT "A"
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Owner: Patsy M. Kunz
Warranty Deed Instrument Number 9809831407
Permanent Right of Way
Lond Description
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 27 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 Instrument Number 9809831407, 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 o 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 1060.12 feet to a
point distant South 89 degrees 55 minutes 00 seconds West a distance of 690.73 feet
from the intersection of said centerline with the centerline of Keystone Way, thence
continuing North 89 degrees 55 minutes 00 seconds East along said centerline a
distance of 172.21 feet; thence South 00 degrees 05 minutes 00 seconds East a
distance of 40.00 feet to the Point of Beginning on the south right of way line of
Carmel Drive; thence continuing South 00 degrees 05 minutes 00 seconds East o
distance of 8.00 feet; thence South 89 degrees 55 minutes 00 seconds West parallel
with the aforesaid right of way line a distance of 172.14 feet; thence North 00 degrees
09 minutes 45 seconds West a distance of 8.00 feet to the aforesaid south right of
way line of Carmel Drive; thence North 89 degrees 55 minutes 00 seconds East along
said right of way line a distance of 172.16 feet to the Point of Beginning. Containing
1377 square feet.
TSC #2603.001
Sheet of
r� THE
S CHNEIDER
L J CORPORATION
SURVEYOR'S REPORT
In occordance 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 Rood 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 same 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 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 a 5/8 inch rebor
found with yellow cap 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 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 port 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 some 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
Way lines and corners can be calculated therefrom. In occordance 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 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 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 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 o 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.
Gary
Regist
March
Land, Surveyor #50389
9, 1999
j: \2k \2603 \001 \dwgs 3 0 F 4 SHT.dwg
3020 North Post Road
Indianapolis. Indiana
48226 -6518
317 898 -8282
317 -899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
Q .T
No.
S0389
STATE OF .4 F
,47,_
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheet .2 of .3
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N 9972.9605
E 11706.9352
MONUMENT 1322
REFERENCES
(MAC NAIL)
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CARMEL DRIVE
CENTERLINE REFERENCE DATA
o
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N 10027.0422
E 10005.9308
MONUMENT 1325
REFERENCES
(5/8" REBAR)
ROUTE SURVEY CONTROL EXHIBIT
R.R. SPIKE AT CL INTER.
ON CUR
j: \2k\2603\001\dwgs
3020 North Post Road
Indianapolis, Indiana
48228-8518
317-898-8282
317-899-8010 FAX
317-895-2803 RESIDENTIAL
SURVEYING FAX
limunirentimtnunsoll
CARMEL DRIVE
isortmeammtun
MANHOLE
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1:2122.t...........illyamenTer.--...antec=1:1Cerann..,,enn
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MItT11.1
N=8025.3349, E=8425.3496. SECTION 31, SW COR., SW 1/4
N=9777.87 41, 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.)
CARMEL DRIVE
17.4
50 0 25 50
BR BC
cpato-°*
ASSUMED NORTH
1 inch 50 ft_
MON MENT 24428
REFERENCES
(5/8" REBAR W/SEC CAP)
N 9781.7339
E 9266.1447
Engineering
Surveying
Landscape Architecture
GIS US
Geology
Li
i iCOR. BC
7 COR. BC
!N 9738.6139
E 8891.9166
MERIDIAN MORTGAGE
sof
LANDMARK
RICHARDS
BUILDING
MONUMENT 1321
REFERENCES
(5/8"REBAR W/WOOLPERT CAP)
CZ.
GROUP
COR. eck.
TSC #2603.001
Sheet 3 of •3
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61 SCHNEIDER
CORPORATION
N89'55'00 "E
1060.12'
f ..w.nm�arsu
CARMEL DRIVE
PROPOSED PERMANENT R.O.W.
(CROSS HATCHED)
EXISTING 40' 1/2 R.O.W. LINE
N 89'55'00 "E
mSnvnm .emmnmmu+.n...
L=400.00'
R= 1145.92'
N89'55'00 "E
600.00'
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S89'55'00 W
N00'09'45 "W
8.00'
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SEC.31- T18N -R4E
PARCEL 27
RECORD OWNER
PATSY M. KUNZ
WARRANTY DEED
INSTR. 9809831407
j: \2k \2603 \001 \dwgs \parcel27.dwg
1232.33'
N89'55'00 "E
FS
3020 North Post. Road
Indianapolis. Indiana
46226 -8518
317- 898 -8282
317- 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
172.14'
PROPOSED 48' 1/2 R.O.W. LINE
5 5 0� E
N62
PARCEL 27
EXHIBIT j3
172.21'
et
0
P.O.B.
PARCEL 27 ROW
172.16'
uumm�MM(M11 emmnnly,
I f
/S00'05 0"E
t 8.00'
BURGER KING
SURVEY LINE MONU. 1321
SURVEY LINE
SURVEY LINE MONU. 24428
7�
PLAN SCALE
1"= 30'
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Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
W
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SURVEY LINE MONU. 1322 SURVEY LINE
N89'55'00 'E
1750.84'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
1060.12'
S00'05'00 "E
40.00'
PARCEL 27 ROW
L=400.00'
R= 1145.92'
nw..wnwiniwti
TSC #2603.001
Sheet 1 of
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N
Pat
THIS INDENTURE WITNESSETH, That Willis K. Kunz, Trustee of The
Willis K. Kunz Revocable Intervivos Trust Agreement of Marion
County, in the State of Indiana, CONVEYS AND WARRANTS to PATSY M.
KUNZ of Marion County, in the State of Indiana, for love and
affection and other valuable consideration, the receipt of which is
hereby acknowledged, the following described real estate in
Hamilton County, in the State of Indiana:
Part of the South Half of Section 31, Township 18
InN
Range 4 East, Clay Township, Hamilton County, Indiana,
more particularly described as follows:
Commencing at the Southwest corner of said Section 31;
thence North 01 degrees 04 minutes 45 seconds West along
the West line of said Section 1752.85 feet to the
intersection of the centerline of Westfield Boulevard
with the centerline of Carmel Drive; thence North 89
degrees 55 minutes 00 seconds East along the centerline
of said Carmel Drive 600.00 feet to the P.C. of a curve;
thence along said centerline Northeasterly 400.00 feet
along an arc to' the left having a radius of 1145.92 feet
and a long chord having a bearing of North 79 degrees 55
minutes 00 seconds East4along said centerline 238.51 feet
to the P.C. of a curve; thence along said centerline
Northeasterly 400.00 feet along an arc to the right
having a radius of 1145,92 feet and a long chord having
a bearing of North 79 degrees 55 minutes 00 seconds East
and a length of 397.97 feet to the P.T. of said curve;
thence North 89 degrees 55 minutes 00 seconds East along
said centerline 1060.12 feet to the point of beginning of
this description which is South 89 degrees 55minutes 00
seconds West 690.73 feet from the intersection of the
centerline of Keystone Way with the centerline of said
Carmel Drive; thence North 89 degrees 55 minutes 00
seconds East along said centerline of Carmel Drive 172.21
feet; thence South 00 degrees 05 minutes 00 seconds East
290.00 feet; thence South 89 degrees 55 minutes 00
seconds West parallel with said center line of Carmel
Drive 171.81 feet; thence North 00 degrees 09 minutes 45
seconds West 290.00 feet to the point of beg
containing 1.145 acres, more_nr-1ess.
N\,)
Subject to a certain Indenture of Lease from RALPH L. WILFONG
to Frabar Corp. dated June 18, 1985, and all highways, rights
f -way and easements or record.
Subject to cur
reenn 'taxes-and- assessments-_to be Falf12:12:51Ant.
IN WITNESS WHEREOF, WILLIS K. KUNZ, Trustee of The Willis K.
Kunz Revocable Intervivos Trust Agreement has executed this
Warranty Deed this 14th day of May, 1998.
WILLIS K. KUNZ, Trustee of
The Willis K. Kunz Revocable
Intervivos Trust Agreement
DULY ENTERED FOR TAXATION
Sul jcct to final at ptancc for trap
!0 day of G�..AL 19
Auditor
Narnilton Cnunty
Printed From Archive on 02 -09 -1999 by SCHNEIDER
48 strum nt
0983107
WARRANTY DEED
EXEMPT NO. 7
9$0954
HAMILTON N COUNTY, in
HAMILTON COUNTY, INDIANA
On 0 L 0-199 22/
On At2.00 pm.
09831407
Idl= ss
GOotik
STATE OF INDIANA
SS:
COUNTY OF MARION
Before me, a Notary Public, in and for said County and State,
personally appeared WILLIS K. KUNZ, Trustee of The Willis K. Kunz
Revocable Intervivos Trust Agreement, who acknowledged the
execution of the foregoing Warranty Deed, and who, having first
been duly sworn, stated that any representations therein contained
are true.
WITNESS my hand and Notarial Seal, this 14th day of May, 1998.
0
REALESTA \WKK \K3- 69.WD /WKK /tah
U
Notary Pubic
Printed
Tammye S. Hasler
My Commission Expires: My County of Residence:
Marion
(ctlidaJ
This Instrument was prepared by Willis K. Kunz, 10 South New Jersey
Street, Suite #310, Indianapolis, IN 46204. (317) 262 -1111.
Return this Warranty Deed to Patsy M. Kunz, 10 South New Jersey
Street, Suite #310, Indianapolis, IN 46204. (317) 262 -1111.
Printed From Archive on 02 -09 -1999 by SCHNEIDER 09831407
BE IT KNOWN, that Patsy M. Kunz "Landlord is the fee simple owner of the real property
commonly known as Parcel 27, 613 East Carmel Drive, Carmel, Indiana 46032, and more particularly described
in Exhibit A attached hereto and incorporated herein "Premises
That Landlord has leased the Premises to Frabar Corporation "Frabar pursuant to a certain indenture
of Lease Agreement dated June 18, 1985 "Lease and that Frabar, in turn, has subleased the Premises to Omni
Restaurants, Inc. d /b /a Burger King "Omni pursuant to a certain Lease Agreement dated June 18, 1985 and
is currently in possession H of the Premises.
That on k kv �D 0 9-0 0 J Landlord did convey in fee simple to the City of
Carmel, a portion of the Premises contained in the Lease and executed an Easement Agreement with the City
of Carmel in which the Landlord granted and conveyed to the City of Carmel a permanent easement and a
temporary easement over a portion of the Premises contained in the Lease. The portions of the Premises so
conveyed are described as follows:
Frabar and Omni hereby consent and agree to release, with respect to the real estate described in Exhibit
B, and subordinate, with respect to the real estate interests described in Exhibits C and D to the City of Carmel
all their applicable rights and interests to the Project Portion of Leasehold.
This Release and Subordination of Leasehold Interests is made this day of
2002 by Frabar and by Omni for the benefit of the City of Carmel.
ryir
rbeL --CL D`
Printed Name and Title
aeto
FRABAR CORPORATION
RELEASE AND SUBORDIINATION OF LEASEHOLD INTERESTS
Fee Simple See Exhibit B
Permanent Easement See Exhibit C
Temporary Easement See Exhibit D
(Collectively these shall be referred to as "Project Portion of Leasehold
All of the above exhibits are attached hereto and incorporated herein.
X BY:
b r /G'�- (��l/l-
OMNI REST URANTS, INC. D /B/ BU
Ric C� A4t01111r1.
Printed Name and Title
BY:
GER KING
Instrument
200200053389
200200053389
Filed for Record in
HAMILTON COUNTY, INDIANA
MARY L CLARK
07 -29 -2002 02:14 pm.
RELEASE 28.00
STATE OF F r Glc,
COUNTY OF 47'11 S ►'cs1k
On this 1 day of Fe bi.1 Cvt'L 200 Z before me, the undersigned, a Notary
Public, in and for said State, appeared /3 t ha tz 6- 0 '734 eA-_
respectively, of Frabar Corporation who acknowledged the execution of the foregoing Release of Leasehold
Interests as voluntary act and deed.
Witness my hand and notarial seal this day of
My Commission Expires: /q -U3
My County of Residence is 7/Sei'd7
STATE OF -Z
COUNTY OF /1
On this 27 day of /p; 2002, before me, the undersigned, a Notary Public,
in and for said State, appeared ,v,✓ respectively, of
Omni Restaurants. Inc. d /b /a Burger King who acknowledged the execution of the foregoing Release of
Leasehold Interests as voluntary act and deed.
My County of Residence is 2,9,,..47
NOTARY'S CERTIFICATE
SS:
NOTARY'S CERTIFICATE
SS:
Notary Publir./(Signature)
Notary Public (Printed Name)
Lori 7,q /y(�('
11947 LX1 L^
losivocy 19, 2005
Kamm ROY P/dN INSURANCE, INC
Witness my hand and notarial seal this day of `/wry_ -y 200 2
otary Public (Signature)
Notary Public (Printed Name)
This Instrument was Prepared by O. /-1" c ;v
r /JAR /ctc(
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THE
SCHNEIDER
J CORPORATION
East Carmel Drive Project Parcel 27
Owner: Patsy M. Kunz
Warranty Deed Instrument Number 9809831407
Permanent Right of Woy (FEE SIMPLE)
Land Description
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 port of the owner's land
identified as Parcel 27 lying within the area identified and shown as "Proposed
Permanent Right of Way" on the attoched 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 Instrument Number 9809831407, 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 o distance of 1060.12 feet to a
point distant South 89 degrees 55 minutes 00 seconds West o distance of 690.73 feet
from the intersection of said centerline with the centerline of Keystone Way, thence
continuing North 89 degrees 55 minutes 00 seconds East along said centerline a
distance of 172.21 feet; thence South 00 degrees 05 minutes 00 seconds East a
distance of 40.00 feet to the Point of Beginning on the south right of way line of
Carmel Drive; thence continuing South 00 degrees 05 minutes 00 seconds East a
distance of 8.00 feet; thence South 89 degrees 55 minutes 00 seconds West parallel
with the aforesaid right of way line a distance of 172.14 feet; thence North 00 degrees
09 minutes 45 seconds West a distance of 8.00 feet to the aforesaid south right of
way line of Carmel Drive; thence North 89 degrees 55 minutes 00 seconds East along
soid right of way line a distance of 172.16 feet to the Point of Beginning. Containing
1377 square feet.
r \2k \2603 \001 \dwgs\pclrce127.dwg
3020 North Post. Road
Indianapolis. Indiana
48228 -6518
317 -898 -8282
•317- 899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 27
EXHIBIT 'W'
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
Sheet of '.1'
i'� THE
5CHNEIDER
J CORPORATION
N89'55'00 "E
1060.12'
'....nmmmme nm..I.mu. eemmntwerme.— .uur....w.""`"
CARMEL DRIVE
PROPOSED PERMANENT R.O.W.
(CROSS HATCHED)
EXISTING 40' 1/2 R.O.W. LINE
N89'55'00 "E
S89'55'00 W
N00'09'45 "W
8.00'
j: \2k \2603 \001 \dwgs \parcel27.dwg
1232.33'
N89'55'00 "E
PARCEL 27
RECORD OWNER
PATSY M. KUNZ
WARRANTY DEED
INSTR. 9809831407
3020 North .Post Road
Indianapolis. Indiana
46228 -8518
317 -898 -8282
317 -899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
172.14'
PROPOSED 48' 1/2 R.O.W. LINE
PARCEL 27
EXHIBIT j3
172.21'
E:►
0 I
PLAN SCALE
r= 30'
w
0
9
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o°
172.16' tn
P.O.B.
PARCEL 27 ROW
nnrtum
/S00'05'00 "E
8.00'
BURGER KING
SURVEY LINE MONU. 1322
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
i
i SURVEY LINE
89'55'00 'E
1750.84'
L= 400.00' 55 0
R= 1145.92' N 258
N89•55'00 "E
600.00' P O .B.
CP P ARC 92 EL 27 ROW
l o- L= 400.
Z SUR LI MONU. 1321 R= 114
in in J p S URVE Y LINE
d W p SURVEY LINE MONU. 24428
Z CC
o^ Q
Z CC SW CORNER NOTE
SEC.31 T18N R4E SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
1060.12'
S00'05'00 "E
40.00'
TSC #26
Sheet 1
r•
THE
SCHNE
CORPORATION
East Carmel Drive Project Parcel 27
Owner. Patsy M. Kunz
Warranty Deed Instrument Number 9809831407
Landscape Easement "A" (perrnant,v sernec.. 1
Land Description
3020 North Post Rood
Indianapolis, Indiana
48220 -8518
317 898 -8282
317 899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 27
EXHIBIT "C"
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 27 lying within the area
identified and shown as "Proposed Landscape Easement` 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 eoconde West (basis of bearings le from Instrument Number 9809831407, 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 Eaet along said centerilne a distance of 600.00 feet
to the point of curvature of o curve having a radius of 1145.92 feet, the radius point of which bears North
00 degrees 05 minutes 00 eoconde Weet 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 89 degree 55 minutes 00 seconds Eaet 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 eeconde Eaet; thence eoeterly along Bold curve an aro distance of 400.00 feet to
a point bearing North 00 degrees 05 minutes 00 seconds West from eald radius point; thence North 89
degrees 55 minutes 00 eeconde Eaet along said centerline a dletance of 1080.12 feet to a po dletant
South 89 degrees 55 minutes 00 eeconde West a distance of 890.73 feet from the Intersection of said
centerline with the centerline of Keystone Way and being the grantor's northwest corner thence South 00
degrees 09 minutes 45 eeconda East along the grantor a west line a distance of 48.00 feet to the Point of
Beginning; thence North 89 degrees 55 minutes 00 seconds East a distance of 2.04 feet; thence South 00
degrees 05 minutes 00 eeconde Eaet a distance of 5.30 feet; thence South 89 degrees 65 minutes 00
seconds West a distance of 2.03 feet to the grantor's west line; thence North 00 degrees 09 minutes 45
seconds Weet along grantor's west line a dietJnce of 5.30 feet to the Point of Beginning. Containing 11
square feet.
Landscape Easement "B"
Commencing at the southwest comer of the Southwest Quarter of said Section 31; thence bearing North 01
degrees 04 minutes 45 eeconde West (basis of bearings is from Instrument Number 9809831407, Office of the
Hamilton County Recorder) along the went line thereof a dletance of 1752.85 feet to the centerline of Carmel
Drive; thence North 89 degrees 55 minutes 00 eeconde East along said centerline a dletance of 800.00 feet
to the point of curvature of a curve having a radius of 1145.92 feet, the radius point of which bears North
00 degroee 05 minutes 00 seconds West thence eoeterly along said curve and along said centerline an arc
dletance of 400.00 feet to a point bearing South 20 degrees 05 minutes 00 eeconde East from said radius
point; thence North 69 degrees 55 minutes 00 seconds Eaet 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 Eaet; thence easterly along sold curve an arc dletance of 400.00 feet to
a point bearing North 00 degrees 05 minutes 00 eeconde West from acrid radius point; thence North 89
degrees 55 minutes 00 eeconda East along said centerline o distance of 1080.12 feet to a point distant
South 89 degrees 55 minutes 00 seconds West a distance of 890.73 feet from the Intereectlon of said
centerline with the centerline of Keystone Way and being the grantor's northwest corner, thence South 00
degrees 09 minutes 45 eeconde East along the grantor's west line a distance of 48.00 feet; thence North 89
degrees 55 minutes 00 eeconde Eaet a distance of 22.32 feet to the Point of Beginning; thence continuing
North 89 degrees 55 minutes 00 eeconda East a dletance of 38.22 feet; thence South 00 degrees 05
minutes 00 seconds East a distance of 3.30 feat; thence South 89 degrees 55 minutes 00 seconds West a
dletance of 38.22 feet; thence North 00 degrees 05 minutes 00 eeconde West a distance of 3.30 feet to the
Point of Beginning. Containing 126 square feet.
Landscape Easement "C"
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 bsuringe Is from Instrument Number 9809831407, 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 eeconde Eaat along said centerilne a dletance of 800.00 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 Bald curve and along said centerline on arc
dletance 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 eeconde East along acid centerline a dletance 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 eeconde Eaet; thence eoeterly along said curve an arc distance of 400.00
feet to a point bearing North 00 degrees 05 minutes 00 seconds West from Bald radius point; thence North
89 degrees 55 minutes 00 seconds Eaat along said centerline a distance of 1080.12 feet to a point distaht
South 89 degrees 55 minutes 00 seconds West a distance of 690.73 feet from the Intersection of sold
centerline with the centerline of Keystone Way and being the grantor's northwest comer thence continuing
North 89 degrees 55 minutes 00 seconds East along said centerline and the grantors north line a distance
of 172.21 feet to the grantor's northeast comer; thence South 00 degrees 05 minutes 00 eeconda East along
the grantor's east line a dletance of 48.00 feet to the Point of Beginning; thence continuing South 00
degrees 05 minutes 00 eeconde East a distance of 3.30 feet; thence South 89 degrees 55 minutes 00
seconds West a distance of 61.65 feet; thence South 45 degrees 08 minutee 20 seconds Weet a distance of
9.31 feet; thence South 89 degrees 55 minutes 00 eeconde West a distance of 3.02 feet; thence North 00
degrees 05 minutes 00 eeconde West a dletance of 9.86 feet; thence North 89 degrees 55 minutes 00
eeconda East a dletance of 71.28 feet to the Point of Beginning. Containing 277 square feet.
\2k \2603 \001 \dwgs
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THE
SCHNEIDER
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L= 400.00'
R= 1145.92'
N89'55'00 "E
600.00'
J: \2k \2603 \001 \dwgs\par27LSE.dwg
PROPOSED LANDSCAPE ESMT.
(CROSS HATCHED)
1232.33'
N89'55'00 "E
3020 North Post Rood
Indianapolis, Indiana
48228 -8518
317 898 -8282
317 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
172.21'
PLAN SCALE
1 30'
P.O.B. PARCEL 27
LS.E. "A" CARMEL DRIVE
N89'55'00 "E P.O.B. PARCEL 27
2.04' P.O.B. PARCEL 27 LS.E. "C"
L.S.E. "B"
PROPOSED 48' 1/2 R.O.W. LINE
rdl�ew►/�Iril 4
38.22'
S89'55'OO "W
tM
PARCEL 27
RECORD OWNER
PATSY M. KUNZ
WARRANTY DEED
INSTR. 9809831407
i
0'
SURVEY UNE MONU. 1321
SURVEY UNE
SURVEY UNE MONU. 24428
SW CORNE
SEC.31— T11 —R4E
PARCEL 27
EXHIBIT '3C 1
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-S89'55 "W
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BURGER KING
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Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
SURVEY UNE MONU. 1322 SURVEY UNE
0 N89'55'00 "E
1750.84'
1060.12'
S00'09'45 "E/
48.00'
P.O.B. 27
LS.E. "A"
L=400.00'
R =1145.92'
NOTE
SEE ROUTE SURVEY CONTROL 11ES EXHIBIT
FOR CENTERUNE AND SURVEY UNE COORDINATES.
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THE
SCHNEIDER
J CORPORATION
Eost Carmel Drive Project Parcel 27
\2k \2603 \001 \dwgs \porcel27.dwg
3020 North Post Road
Indianapolis, Indiana
48228 -8518
317 -890 -8282
317 -899 -8010 FAX
317 -095 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 27
EXHIBIT
Engineering
Surveying
Lnndscepe Architecture
GIS US
Geology
Owner: Patsy M. Kunz
Warranty Deed Instrument Number 9809831407
Temporary Construction Easement
Lond Description
Port 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 lond
identified as Parcel 27 Tying within the area identified and shown as "Proposed
Temporary Construction Easement" on the attached Route Survey Plot and being further
described as follows:
Commencing of 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 Instrument Number 9809831407. 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 rodius of 1145.92 feet,
the rodius 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
rodius 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 rodius 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 1060.12 feet to a point distant South 89 degrees 55 minutes
00 seconds West o distance of 690.73 feet from the intersection of said centerline
with the centerline of Keystone Way, thence continuing North 89 degrees 55 minutes
00 seconds East along said centerline a distance of 172.21 feet; thence South 00
degrees 05 minutes 00 seconds East a distance of 48.00 feet to the Point of
Beginning; thence continuing South 00 degrees 05 minutes 00 seconds East a distonce
of 2.99 feet; thence North 89 degrees 57 minutes 18 seconds West a distance of
3.52 feet; thence South 01 degrees 06 minutes 42 seconds Eost a distonce of 38.86
feet; thence South 89 degrees 45 minutes 16 seconds West a distance of 2.58 feet;
thence North 04 degrees 20 minutes 03 seconds West a distance of 2.59 feet to a
point on a non tangent curve having a radius of 11.66 feet, the radius point of which
bears South 84 degrees 48 minutes 23 seconds West; thence northerly along said
curve on orc distance of 8.08 feet to a point bearing North 45 degrees 07 minutes 16
seconds East from the radius point; thence North 44 degrees 52 minutes 44 seconds
West a distonce of 38.59 feet; thence South 47 degrees 46 minutes 45 seconds West
o distance of 31.58 feet; thence North 86 degrees 23 minutes 31 seconds West a
distance of 51.05 feet; thence South 89 degrees 45 minutes 16 seconds West a
distonce of 61.63 feet to the grantors west line; thence North 00 degrees 09 minutes
45 seconds West along said west line o distonce of 22.78 feet; thence North 89
degrees 55 minutes 00 seconds East parallel with the south right of way line of Carmel
Drive a distonce of 172.14 feet to the Point of Beginning. Containing 3719 square feet.
TSC #2603.001
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THE
SCHNEIDER
L. _A CORPORATION
1060.15'
P (N„
0
0
z
N89'55'00 "E
61.63'
S89'45'16 "W
L= 400.00'
R= 1145.92'
N89'55'00 "E
600.00'
SW CORNER
SEC.31— T18N —R4E
F \2k \2603 \001 \dwgs
1232.36'
N89'55'00 "E
CARMEL DRIVE
PROPOSED TEMPORARY CONSTRUCTION
EASEMENT (CROSS HATCHED)
PROPOSED 48' 1/2 R.O.W. LINE
N 89'.5'00 "E
e
PARCEL 27
RECORD OWNER
PATSY M. KUNZ
WARRANTY DEED
INSTR. 9809831407
3020 North Post Road
Indianapolis. Indiana
46226 -6518
317 -898 -6282
317- 899 -6010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
.0
172.21'
0
I'
SURVEY UNE MONO. 1321
SURVEY LINE
SURVEY LINE MONU. 24428
PARCEL 27
EXHIBIT 1
PLAN SCALE
r= 30'
P.O.B. TEMP. LIMITS
PARCEL 27
172.14'
51.05'
N86'23'31 "W 547'46'45 "W
38.r59'..._........
N4 "V{'
BURGER KING
L 8.08'
R= 11.66'
N0420'03 "W
2.59'
S89'45'16 "W
2.58'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
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SURVEY LINE MONU. 1322 SURVEY LINE
Q N89'55'00 "E
1750.84'
1060.12' I
S00'05'00 "E
40.00'
P.O.B.
PARCEL 27 ROW
L= 400.00'
R= 1145.92'
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71 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 same 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 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 a 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" cop 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 o port 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
Way 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 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 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 o 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 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 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 o 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.
Gary
Regist e• Land, Surveyor #S0389
March 9, 1999
j: \2k \2603 \001 \dwgs
3020 North Post Road
Indianapolis. Indiana
48226 -8518
317- 898 -8282
317 899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
ii STE 4 `c
No.
S0389
STATE OF
/.vI
oANP
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
TSC #2603.001
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