Carmel Drive - Kunz, Patsyvo o c
3(o n o
EASEMENT AGREEMENT
RECITALS
Instrument
200200053388
A. Grantor owns certain real property (the "Grantor Parcel located in Hamilton
County. Indiana more particularly described as follows:
See Exhibit A, which is attached hereto and incorporated herein
See Exhibit B, which is attached hereto and incorporated herein
C. Grantee also requires a temporary easement for the duration of the Project for
purposes of constructing that portion of the Project located upon the Grantor Parcel. Such
temporary easement area (herein referred to as the "Temporary Easement Parcel is more
particularly described as follows:
See Exhibit C, which is attached hereto and incorporated herein
Cross Reference to Prior Deed of Record: Warranty Deed dated May 14, 1998 and recorded as instrument Number
-9.8498-1-481 in the Hamilton County, Indiana Recorder's Office
5 ?cs 3 /'T 7
This Easement Agreement (this "Agreement is made and entered into this a day of
)ianP 200 /by and between Patsy M. Kunz, Marion County, Indiana
"Grantor and THE CITY OF CARMEL, INDIANA "Grantee
B. Grantee, in connection with Grantee's improvement and widening of Pennsylvania
Parkway (the "Project requires permanent landscape easements over a portion of the Grantor
Parcel which permanent landscape easement area referred to as the "Permanent Easement
Parcel is more particularly described as follows:
NOW, THEREFORE, in consideration of the foregoing recitals, all of which are
incorporated herein by this reference, and of the grants of easements and the mutual promises
and covenants set forth herein, the parties hereto agree as follows:
1. Grant of Permanent Easement. Grantor hereby grants and conveys to Grantee an
exclusive, perpetual easement over, under, through and across the Permanent Easement Parcel
for the purpose of landscaping over, under, across, upon and through the Permanent Easement
Parcel for which Grantee shall have the right to: (a) remove any fences, structures, asphalt or
concrete paving, curbing or other improvements, trees. bushes and earth berming that exist prior to,
as of the time of, or after Grantee's acquisition of such easement; (b) plant trees, bushes (the
"Plantings grass or sod, and install earth berming; and (c) maintain, remove and replace the
Plantings. which may include the installation of irrigation equipment.
200200053388
Filed for Record in
HAMILTON COUNTY, INDIANA
MARY L CLARK
07 -29 -2002 02:14 pm.
EASEMENTS 36.00
2. Temporary Rights Acquired by Grantee. During the term of the Project, Grantor
hereby grants and conveys to Grantee the exclusive right to utilize the Permanent Easement Parcel
and the Temporary Easement Parcel for all purposes related to the construction of the Project,
including, but not limited to the storing of Grantee's equipment and the staging of the construction
of the Project. Upon the completion of the Project such temporary easement shall terminate and
Grantee shall return the Temporary Easement Parcel to Grantor in substantially the same condition
as existed prior to the commencement of the Project.
3. Obligations of Grantee. Grantee shall maintain the Plantings and remove any
diseased or dead Plantings from the Permanent Easement Parcel and replace such dead Plantings
with Plantings of the same (or similar) species, and to the extent practicable, the same size.
4. Rights Retained by Grantor. Grantor shall retain unto itself, and its grantees, heirs,
successors and assigns, and others to whom Grantor may grant rights or easements,
the right to use the Permanent Easement Parcel for any and all purposes and uses
not inconsistent with the foregoing easement acquisition by Grantee. including
without limitation the right to install, use, maintain, repair and replace existing
driveways and curbing not removed by Grantee as part of the Project. Grantor and
its grantees, heirs, successors and assigns shall retain the right of access over and
across the Permanent Easement Parcel to and from the Public Right -of -Way to real
estate owned by Grantor adjacent to the Permanent Easement Parcel via Grantor's
existing driveway or any future driveway.
5. Obligations of Grantor. Except for any driveway described in Section 4
hereof, Grantor shall keep the Permanent Easement Parcel free of any fence, structure,
asphalt, gravel. plants (other than grass or sod and the Plantings installed by Grantee)
concrete or other improvements. Grantor shall mow and care for the grass located within the
Permanent Easement Parcel and shall keep the Permanent Easement Parcel free from debris,
weeds and refuse.
6. Easement and Covenants Appurtenant. The easements granted, created and made
herein, together with the benefits thereof, shall run with the Grantor Parcel and inure to the
benefit of Grantee and its grantees, successors and assigns. The easements granted, created and
made herein, together with the burdens thereof, shall run with and bind the Grantor Parcel, and
shall bind Grantor and its grantees, successors and assigns. All covenants and agreements of the
Grantor and Grantee hereunder, together with the benefits and burdens thereof, shall be deemed
to be real covenants which touch and concern the Permanent Easement Parcel, the Grantor Parcel
and the Temporary Easement Parcel, as applicable, shall run with the Permanent Easement
Parcel, the Grantor Parcel and the Temporary Easement Parcel, and shall inure to the benefit of
and be binding upon Grantor and Grantee, as applicable, and their respective grantees, successors
and assigns. All covenants and agreements hereunder may be enforced by an action for specific
performance, and the event that a party breaches any such covenant or agreement, the other
party may exercie any remedy available hereunder, at law or in equity, and recover from the
breaching party all amounts expended in connection with exercising any such remedy (including
without limitation. court costs and attorneys' fees).
7. Governing Law. This Agreement shall be governed by, and construed in
accordance with, the laws of the State of Indiana.
IN WITNESS WHEREOF. Grantor and Grantee have executed this Agreement as of the
date first written above.
GRANTOR GRANTEE
k
Patsy. M. K
STATE OF INDIANA
SS:
COUNTY OF /11 /3/2 I o N
G :jn}.a r si ntof l N County, Indiana
r�ti" c t t‘
3
Bv:
Printed: S•e 6 b l Zd -/A/&
Title: Director of Administration
Before me, a Notary Public in and for said County and State, personally appeared Patsy
M. Kunz. Grantor and who, having been duly sworn, acknowledged the truth and accuracy of the
representations made herein and the execution of the foregoing Agreement.
°Witness my hand and Notarial Seal this 6 rh day of &c ern d vir
t f
fir 7 If6a
otary Public
2001.
Mar ge/X ICdOO/ /IS
"Printed Name
STATE OF /ND/AA/4
COUNTY OF Mgli/CitzbAJ
SS:
Before me, a Notary Public in and for said County and State, personally appeared Joseph
Staehler, the Director of Administration of Grantee, who, having been duly sworn,
acknowledged the truth and accuracy of the representations made herein and the execution of the
foregoing Agreement for and on behalf of said Grantee.
Witness my hand and Notarial Seal this 2 /day of u /VG 2002
My commission expires: 06 0
I am a resident of MA RI County, Indiana
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, Indiana 46282, (317) 633 -4884.
Return following recording to: Robert A. Hicks, Attorney at Law, HALL, RENDER, KILLIAN,
HEATH LYMAN. P.S.C., One American Square. Suite 2000, Box 82064, Indianapolis,
Indiana 46282, (317) 633 -4884.
4
Notary Public
7)• M9/ci✓tir,J
Printed Name
r THE
1 SCHNEIDER
L. J CORPORATION
East Carmel Drive Protect Parcel 27
Owner. Patsy M. Kunz
Warranty Deed Instrument Number 9809831407
Landscape Easement
Land Description
3020 North Post Rood
Indianapolis, Indiana
40220 -0510
317 898 -8282
317 899 -0010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 27
EXHIBIT
Engineering
Surveying
Landscape Architecture
CIS LIS
Geology
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 owners land identified as Parcel 27 lying within the area
identified and shown as "Proposed Landscape Easement" on the attached Route Survey Plot and being further
described as follows:
Commencing at the southwest comer of the Southwest Quarter of said Section 31; thence bearing North 01
degrees 04 minutes 45 eeconde West (baste of bearings le from Instrument Number 9809831407, Office of the
Hamilton County Recorder) along the west line thereof a dletance 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 minutea 00 seconds Eoet from said radius
point; thence North 69 degrees 55 minutes 00 eeconde 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 East; thence easterly along Bold curve an aro dletance 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 minutee 00 eeconde Eaet along said centerline a dletance 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 seconds Eaet 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 seconds Eaet a distance of 5.30 feet; thence South 89 degrees 55 minutes 00
seconds West a distance of 2.03 feet to the grantors west line; thence North 00 degrees 09 minutes 45
seconds West along grantor's west line a dletance 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 seconds West (baste 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 eeconde Eaet along said centerline a dletance 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 Bald curve and along said centerline on arc
distance of 400.00 feet to a point bearing South 20 degrees 05 minutes 00 eeconde Eaet from said radlue
point; thence North 69 degrees 55 minutes 00 seconds Eaet along eofd centerline a dletance 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 East; thence easterly along said curve an arc dletance of 400.00 feet to
a point bearing North 00 degrees 05 minutes 00 eeconde Weet from said radius point; thence North 89
degrees 55 minutes 00 eeconde Eaet along eald centerline a dletance of 1060.12 feet to a point distant
South 89 degrees 55 minutes 00 eeconde West a dletance of 690.73 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 eeconde Eaet along the grantor's west line o dletance of 48.00 feet; thence North 89
degrees 55 minutes 00 eeconde Eaet a dletance of 22.32 feet to the Point of Beginning; thence continuing
North 89 degrees 55 minutes 00 eeconde Eaet a distance of 38.22 feet; thence South 00 degrees 05
minutes 00 seconds Eost a dletance of 3.30 feet; thence South 89 degrees 55 minutes 00 seconds West a
distance of 38.22 feet; thence North 00 degrees 05 minutes 00 eeconde Weet a dletance 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 Weet (baste 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 eeconde Eaet along said centerline a dletance 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
dletance of 400.00 feet to a point bearing South 20 degrees 05 minutes 00 seconds Eaet from eald radius
point; thence North 69 degrees 55 minutes 00 eeconde Eaet along said 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 easterly along said curve an arc distance of 400.00
feat to a point bearing North 00 degrees 05 minutes 00 seconds Weet 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 dtstaht
South 89 degreee 55 minutes 00 seconds West a distance of 690.73 feet from the intersection of said
centerline with the centerline of Keystone Way and being the grantors northwest comer thence continuing
North 89 degrees 55 minutes 00 seconds Eaet along said centerline and the grantors north line a dletance
of 172.21 feet to the grantors northeast comer, thence South 00 degrees 05 minutes 00 eeconde Eaet along
the grantor's east line a distance of 48.00 feet" to the Point of Beginning; thence continuing South 00
degrees 05 minutes 00 seconds East a distance of 3.30 feet; thence South 89 degrees 55 minutes 00
seconds West a dletance of 61.65 feet; thence South 45 degrees 06 minutes 20 seconds West a distance of
9.31 feat; thence South 89 degrees 55 minutes 00 seconds 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
seconds East a dletance of 71.28 feet to the Point of Beginning. Containing 277 square feet.
J: \2k \2603 \001 \dwgs
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Sheet of 3
re:1 THE
SCHNEIDER
L J CORPORATION
SURVEYOR'S REPORT
SURVEYOR'S STATEMENT
nt
Re eyed Land Surveyor
May 11, 1999
#S0389
j \2k \2603 \001 \dwgs \30F4SHT.dwg
3020. North Post Road
Indianapolis, Indiana
48228 -8518
317 898 -8282
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
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 Landscape easements 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" 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
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 protect. 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.
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.
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No.
S0389
STATE OF
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Engineering
Surveying
Landscape Architecture
GiS LIS
Geology
TSC #2603.001
Sheet ,t of 3
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SCHNEIDER
L J CORPORATION
BR BOC
N 9972.9605
E 11706.9352
CARMEL DRIVE
rn
MONUMENT 1322
REFERENCES
(MAG NAIL)
16.4
MONUMENT 1325
REFERENCES
(5/8° REBAR)
CENTERIJNE REFERENCE DATA
a
N 10027.0422
E 10005.9308
ROUTE SURVEY CONTROL EXHIBIT
0
CUT 'X ON CUR
R.R. SPIKE AT CL INTER.
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3020 North Post Road
Indianapolis, Indiana
46228 -8518
317- 898 -8282
317 899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
MANHOLE
1.py
CARMEL DRIVE
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.)
50 o 20 ao
1 1•
BR BC
17.4'
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Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
ASSUMED NORTH
1 inch 50 !t.
MONJMENT 24428
REFERENCES
(5/8 REBAR W /SEC CAP)
Ciira
N 9738.6139
E 8891.9166
MERIDIAN MORTGAGE
GROUP
MONUMENT 1321
REFERENCES
(5 /81REBAR W /WOOLPERT CAP)
GO,
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TSC #2603.001
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SCHNEIDER
L CORPORATION
tO
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1060.12'
N89'55'00 "E
20.28
L=400.00'
R= 1145.92'
N89'55'00 "E
600.00'
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SW CORNE
SEC.31 T101
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PROPOSED LANDSCAPE ESMT.
(CROSS HATCHED)
3020 North Post Rood
Indianapolis, Indiana
48226 -8518
317 -898 -8282
317 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
1232.33'
N89'55'00 "E 172.21'
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. 8
PROPOSED 48' 12 R.O.W. LINE
0
38.22'
1 S89 55'OO" W
PARCEL 27
RECORD OWNER
PATSY M. KUNZ
WARRANTY DEED
INSTR. 9809831407
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'BURGER KING
SURVEY UNE MONU. 1322
PARCEL 27
EXHIBIT
0
SURVEY UNE MONU. 1321
SURVEY UNE
SURVE UNE MONU. 24428
V--u-
PLAN SCALE
1'= 30'
/61'65'
-S89'55'°0.0 "W
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NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERUNE AND SURVEY UNE COORDINATES.
Engineering
Surveying
Landscape Architecture
GIS US
Geology
SURVEY UNE
N89'55'00 -ct
1750.84'
1 1060.12'
S00'09'45"E/
48.00' 1
P.O.B. 27
LS.E. "A"
L= 400.00'
R =1145.92'
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TSC #2603.001
Sheet 1 of .l
ri1 THE
4 SCHNEIDER
CORPORATION
East Carmel Drive Project Parcel 27
\2k \2603 \001 \dwgs \parce127.dwg
3020 North Post Road
Indianapolis. Indiana
46226 -8518
317 -890 -8282
317 -899 -8010 FAX
317 895 -2803 RESIDENTIAL
SURVEYING FAX
PARCEL 27
EXHIBIT "C"
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Owner: Patsy M. Kunz
Warranty Deed Instrument Number 9809831407
Temporary Construction Easement
Land 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 port of the owner's land
identified as Parcel 27 lying within the area identified and shown as "Proposed
Temporary Construction Easement" on the attached Route Survey Plot 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 o 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 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
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 o curve having
a radius of 1145.92 feet, the radius point of which beors South 20 degrees 05
minutes 00 seconds East; thence easterly along said curve an arc distance of 400.00
feet to o point bearing North 00 degrees 05 minutes 00 seconds West from said
rodius 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 distance
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 East a distance 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 rodius point of which
bears South 84 degrees 48 minutes 23 seconds West; thence northerly along said
curve on arc 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 distance of 38.59 feet; thence South 47 degrees 46 minutes 45 seconds West
a 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
distance of 61.63 feet to the grantors west line; thence North 00 degrees 09 minutes
45 seconds West along said west line a distance 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 distance of 172.14 feet to the Point of Beginning. Containing 3719 square feet.
TSC #2603.001
Sheet of 3
re-1 THE
L 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 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 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 ollow 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 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 o 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
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 about 1 foot in a
north —south direction during the intervening years. The coordinate value shown hereon for
that corner is bosed on the prior Iocotion, 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 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 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.
Gary R. Ke
Register Land' Surveyor #S0389 Q N
March 9, 1999 0
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3020 North Post Road
Indianapolis, Indiana
48226 -8518
317- 898 -8282
317- 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
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TSC #2603.001
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MONUMENT 1322
REFERENCES
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CARMEL DRIVE
E 11706.9352
MONUMENT 1325
REFERENCES
(5/8" REBAR)
CENTERLINE REFERENCE DATA
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3020 North Post Road
Indianapolis. Indiana
46226 -6516
317 -898 -8282
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
ROUTE SURVEY CONTROL EXHIBIT
0
N 10027.0422
E .10005.9308
CARMEL DRIVE
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R.R. SPIKE AT CL INTER.
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14= 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= 9384.165$. 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.)
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CARMEN" p R1VE
17.4
MON MENT 24428
REFERENCES
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Engineering
Surveying
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GIS LIS
Geology
50 0 ZS 50
N 9781.7339
E 9266.1447
ASSUMED NORTH
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E 8891.9166
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MONUMENT 1321
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1060.15'
N89'55'00 "E
N89'55'00 "E
600.00'
L= 400.00'
R= 1145.92'
SW CORNER
SEC.31- T18N -R4E
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1232.36'
N89 "E
CARMEL DRIVE
PROPOSED TEMPORARY CONSTRUCTION P.0.B. TEMP. LIMITS
EASEMENT (CROSS HATCHED) PARCEL 27
PROPOSED 48' 1/2 R.O.W. LINE
,7;31 7V
61.63' 51.05' 31.58'
S89'45'16 "W N86'23'31 "W S47'46'45 "W 4
38:59' 4
144 "W
PARCEL 27
RECORD OWNER
PATSY M. KUNZ
WARRANTY DEED
INSTR. 9809831407
SURVEY LINE MONU. 1322
SURVEY LINE
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1750.84'
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SURVEY LINE MONU. 24428
3020 North Post Road
Indianapolis, Indiana
46228 -6518
317 -898 -8282
317- 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
N89t5'00 "E
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172.21'
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SURVEY UNE MONU. 1321
SURVEY LINE
PARCEL 27
EXHIBIT 7
/172.14'
BURGER KING
L=8.08!
R= 11.66'
PLAN SCALE
r= 30'
N0420'03 "W
2.59'
S89'45'16 "W
2.58'
NOTE
SEE ROUTE SURVEY CONTROL TIES EXHIBIT
FOR CENTERLINE AND SURVEY LINE COORDINATES.
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1060.12' r
S00'05'00 "E
40.00'
P.O.B. —ter
PARCEL 27 ROW
L=400.00'
R= 1145.92'
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