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NW CDR NW 1/4
SEC 35- T18N -R3E
HARRISON MON1.4"T FOUND PER TIES
SW CDR NW 114
SEC 35- T18N -R3E
HARRISON MONUMENT FOUND PER TES
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OLD MERIDIAN STREET
L= 283.96'
R= 1909.86'
Chord = S30 °5647" W 283.69'.
DELTA =8 °31'07"
CHAIN LINK FENCE '1 /
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EAST RIGHT OF WAY LINE OF U.S. 31
145.00'
L= 92.65'
R= 1909.86'
Chord = S25 °17'50 W 92.65'
DELTA =2 046'47"
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SPLIT RAIL FENCE
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REBAR FOUND
REBAR W/ MSE CAP FOUND �~
NE CDR NW 1/4
SEC 35- TIM-RX
NAIL W/ COTTON GIN GEAR
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JOHN N. KIRK, JR. & LOWELL THOMAS KIRK I g I
D.B. 276 PG 4 100
/ EASEMENT TO CITY OF CARMEL, INDIANA N
INSTR. #2003 -36829 , O �
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444.02' (MEAS) 442.2' (DEED)
~ 10' SEWER EASF3IEN7 PER EASEMENT RECORD 3 PGS. 926 -827 % N 89'57 26•
N 89°57'37" E 383.01'
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10' EASEMENT TO CITY OF CARMEL, INDIANA
INSTR. %2000 -9082
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PAUL E. REIFEIS & ELIZABETH BARNEY REIFEIS
INSTR. #85 -11629
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Positional Tolerance, and less than the uncertainty identified for the reference monumentation (discussed below), the differences may be considered insignificant and
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are shown only for purposes of mathematical closure. Such differences that are greater than the Theoretical Uncertainty, Positional Tolerance and the uncertainty in
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reference monumentation should he considered worthy of notice and are therefore discussed further below.
39.8' 24.9'
37 �� ` 524.57' !
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NE CDR NW 1/4
SEC 35- TIM-RX
NAIL W/ COTTON GIN GEAR
2654.95'
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JOHN N. KIRK, JR. & LOWELL THOMAS KIRK I g I
D.B. 276 PG 4 100
/ EASEMENT TO CITY OF CARMEL, INDIANA N
INSTR. #2003 -36829 , O �
12• CMP
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444.02' (MEAS) 442.2' (DEED)
~ 10' SEWER EASF3IEN7 PER EASEMENT RECORD 3 PGS. 926 -827 % N 89'57 26•
N 89°57'37" E 383.01'
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10' EASEMENT TO CITY OF CARMEL, INDIANA
INSTR. %2000 -9082
E7713.56 �
R 2097'
PAUL E. REIFEIS & ELIZABETH BARNEY REIFEIS
INSTR. #85 -11629
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10' TEMPORARY EASEMENT TO CITY OF CARMEL, INDIANA - -
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CURB INLET
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Positional Tolerance, and less than the uncertainty identified for the reference monumentation (discussed below), the differences may be considered insignificant and
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are shown only for purposes of mathematical closure. Such differences that are greater than the Theoretical Uncertainty, Positional Tolerance and the uncertainty in
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reference monumentation should he considered worthy of notice and are therefore discussed further below.
39.8' 24.9'
37 �� ` 524.57' !
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623.53' (MEAS.) 622.0'(DEED)
S 89'57 26" W
(DEED)
or found on this survey are flush with existing grade unless otherwise noted.
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The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced
BANKERS NATIONAL LIFE INSURANCE COMPANY
INSTR. #94 -02018
LEGEND
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MONUMENT FOUND
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CURB INLET
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WELL CAP
CMP = METAL STORM PIPE
—OVHD— OVERHEAD UTILITY LINE
—BT— BURIED TELEPHONE
S 89'57' 37" W
GRAPHIC SCALE
40 0 20 40 W
( IN FEET )
1 inch = 40 ft.
2656.33'
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SE COR NW 114
SEC 35- T18N -R3E Z
RAILROAD SPIKE FOUND PER DES 1
CERTIFICATE OF SURVEY
To: First American Title Insurance Company
WRC Real Estate Development, LLC
This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA /ACSM
Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1, 3, 4, 7a, 8, 10, I1b, and 13 of Table A thereof.
Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that the survey
measurements were made in accordance with the "Minimum Angle, Distance and Closure Requirements for Survey Measurements Which Control Land Boundaries for
ALTA /ACSM Land Title Surveys." This certification is made with respect to the information shown hereon as of the date of the last field work.
LAND DESCRIPTION
A part of the Northwest Quarter of Section 35, Township 18 North, Range 3 Fast, described as follows:
Begin at a point 660 feet north of the southeast corner of Northwest Quarter of Section 35, Township 18 North, Range 3 East; thence west parallel with
the south line of said Northwest Quarter 622.0 feet to the center of U.S. State Road No. 31, thence northeasterly along center of said State Road to a
point 327.0 feet north and 442.0 feet west of the place of beginning; thence east parallel with south line of said Northwest Quarter 442.2 feet to the
intersection of east line of said Northwest Quarter; thence south 327.0 feet to the place of beginning.
EXCEPT THE FOLLOWING DESCRIBED REAL ESTATE:
A part of the Northwest Quarter of Section 35, Township 18 North, Range 3 East, Hamilton County, Indiana, being that part of the land described
in Deed Record 350 page 720 as recorded in the Office of the Recorder of Hamilton County, Indiana, lying within the proposed right of way
depicted on the attached Right of Way Parcel Plat of Parcel 116 -4W of the Citv of Carmel Project 97 -04, described as follows:
Commencing at the Southeast Corner of said Quarter Section; thence North 1 degree 02 minutes 41 seconds East 660.00 feet along the Fast line
of said Quarter Section to the Southeast corner of the owners' land, thence South 89 degrees 57 minutes 26 seconds West 15.75 feet along said
South line of the owners' land to the West boundary of Pennsylvania Street and the Point of Beginning of this description; thence South 89
degrees 57 minutes 26 seconds West 45.26 feet along the said South line; thence North I degree 02 minutes 41 seconds East 327.00 feet to the
North line of the owners' land; thence North 89 degrees 57 minutes 26 seconds Fast 45.26 feet along said North line to the West boundary of said
Pennsylvania Street; thence South 1 degree 02 minutes 41 seconds West along the West boundary of said Pennsylvania Street to the point of
beginning.
I further certify that points were set or found at the corners of said real estate, as shown, and that this survey correctly shows the location of all visible improvements,
unless otherwise noted, on the premises and any easements, highways, rights -of -way, restrictions and covenants, of which the undersigned has been advised, and all
visible encroachments, if any, across the established survey lines.
CERTIFIED DECEMBER 29, 2003
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= Willard E. Johnson
W * LS29600017 : * Professional Land Surveyor
— Indiana No. LS29600017
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STATE OF l Na
'11//111111111'"_ SURVEYOR'S REPORT
P.0 B. (DEED) items need to be depicted on the survey please advise and provide the appropriate documents.
The locations of utilities shown hereon are based on above ground structures and /or locations as marked by others. No excavations were made during the progress of
this survey to locate buried utilities, structures.
The right -of -way lines of ITS 31 and Old Meridian (former HWY 43 1) are shown heron based on information obtained from right of way plans for Indiana State
Highway Commission plans for Sate Highway Project ST -F- 222(9), dated October 16, 1968, and from Project No. 222 Section B, dated December 4, 1931.
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In accordance with Title 865, Article 1, Rule 12 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various
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uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in reference monumentation; in record descriptions and plats-, in
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lines of occupation; and as introduced by random errors in measurement ( "Theoretical Uncertainty "). There may be unwritten rights associated with these
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uncertainties.
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There may be differences of deed dimensions versus measured dimensions along the boundary lines shown hereon and, likewise, there may be found survey markers
s less than stated below, less than the
near, but not precisely at, some boundary corners. In cases where the magnitude of these differences i I the Theoretical Uncertainty ,
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Positional Tolerance, and less than the uncertainty identified for the reference monumentation (discussed below), the differences may be considered insignificant and
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are shown only for purposes of mathematical closure. Such differences that are greater than the Theoretical Uncertainty, Positional Tolerance and the uncertainty in
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reference monumentation should he considered worthy of notice and are therefore discussed further below.
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Unless otherwise noted or shown on the within survey plat, there is no evidence of occupation along the perimeter lines of the subject tract. All survey monuments set
or found on this survey are flush with existing grade unless otherwise noted.
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The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced
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Flood Insurance Rate Map. The within described tract of land does not lie within Flood Hazard Zone "A" and does lie within a Zone "X" as said tract plots by scale on
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Community Panel Numbers 180080 0208 F, and 180080 0209 E of the Flood Insurance Rate Maps for Hamilton County, Indiana (map date effective February 19,
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2003).
Purpose:
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The purpose of this survey was to perform an ALTA /ACSM Land Title Survey of the real estate described hereon under "Land Description."
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Reference Monumentation:
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Northwest Quarter of Section 35, Township 18 North, Range 3 East:
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The northwest corner was held to a Harrison monument found per ties from the Office of the County Surveyor.
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The northeast corner was held to a nail in a cotton gin gear found per ties from the Office of the County Surveyor.
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The southwest corner of the southeast quarter was held to a Harrison monument found per ties from the Office of the County Survevor.
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The southeast corner was held to a rail road spike found per ties from the Office of the County Surveyor.
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Other Monuments:
Concrete right of way markers and monuments referenced on Indiana State Highway Commission plans for Sate Highway Project ST -F- 222(9), dated October
16, 1968, were used to establisl, the right of way lines for U.S. 31.
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The basis of bearings is the east line of the Northwest Quarter of Section 35, Township 18 North, Range 3 East, with an assumed bearing of North 01 degrees 02
minutes 42 seconds East.
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Discrepancies in record descriptions and plats:
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Based on current research for the subject and adjoining real estates, no deed gaps or overlaps have been discovered.
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Inconsistencies in Lines or Occupation:
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No lines of occupation were observed
As a result of the above observations, it is my opinion that the uncertainties in locations of the lines and corners established on this survey are as follows:
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a) Variance in reference monuments: Unknown
b) Discrepancies in record descriptions and plats: None found.
c) Inconsistencies in lines of occupation: none observed.
d) Theoretical Uncertainty (due to random errors in measurem ents) of the corners of the subject tract established by this survey is within the specifications of a Class C
survey (+ /- 0.50 feet) as defined in I.A.C. 865.
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Surveyor's Notes
Evidence of source of title for the subject tract was provided in the form of First American Title Insurance Company Commitment No. ncs- 63046a -456, dated October
07, 2003. Some of the items disclosed in Schedule B -II thereof may have been depicted on the survev and are identified by their recording data. Should any additional
P.0 B. (DEED) items need to be depicted on the survey please advise and provide the appropriate documents.
The locations of utilities shown hereon are based on above ground structures and /or locations as marked by others. No excavations were made during the progress of
this survey to locate buried utilities, structures.
The right -of -way lines of ITS 31 and Old Meridian (former HWY 43 1) are shown heron based on information obtained from right of way plans for Indiana State
Highway Commission plans for Sate Highway Project ST -F- 222(9), dated October 16, 1968, and from Project No. 222 Section B, dated December 4, 1931.
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JOB #: WRC.002