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SURVEYOR'S REPORT
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In accordance with Title 865, Article 1.1, Chapter 12,
Sections 1 through 19 of the Indiana Administrative Code,
the following observations and opinions are submitted
regarding the various uncertainties in the locations of the
lines and corners established on this survey as a result
of:
A) Variances in the reference monuments;
B) Discrepancies in record descriptions and plats;
C) Inconsistencies in lines of occupation and;
D) Random errors in measurement (Theoretical
Uncertainty)
A.) This is a retracement survey of the 9.061-acre tract
of land granted to 4148 96th Street LLC in the Quitclaim
Deed recorded as Instrument Number 2015048634 in the
Office of the Recorder of Hamilton County, Indiana. Also
being a part of the South Half of the Southeast Quarter
of Section 8, Township 17 North, Range 4 East of the
Second Principal Meridian, Clay Township, Hamilton County,
Indiana. The Southeast, Southwest, and Northeast Corners
of said Southeast Quarter Section are all Harrison
Monuments at the surface. The Northwest Corner of the
Northeast Quarter of said Section 8 is a Harrison
Monument 0.4 feet below the surface. There is a rebar in
the side of a 48-inch tree at the Northwest Corner of
the Southeast Quarter, there appears to be uncertainty in
this monument up to 1.8 feet. This uncertainty is
determined by the West Line of the Northeast and
Southeast Quarter Section Line being held from the
Southwest Corner of the Southeast Quarter to the
Northwest Corner of the Northeast Quarter. All of the
aforementioned corners were held by the references
supplied by the Office of the Surveyor of Hamilton County,
Indiana and accepted as prima facie evidence for
purposes of this survey and were used to control the
lines of the surveyed parcels. At the Northwest Corner of
the South Half of the Southeast Quarter there is a cut "X"
on a 4-inch by 4-inch concrete monument. The cut "V in
the concrete monument appears to be what the surveyed
property held as the half quarter section corner, as well
as the western adjoining properties. The northern adjoining
subdivision appears to be holding the Section Line from
the North and South Corners of the Section. The
uncertainty in the Northwest Corner of the South Half of
said Southeast Quarter is 2.08 feet.
B.) Record descriptions of the site were obtained from
Chicago Title Insurance Company and the Hamilton County
Recorder's Office via doxpop.com (latest research date:
February 4, 2021) and mathematically retraced for the
purpose of disclosing any gaps and/or overlaps between
the lines of these surveyed parcels and their adjoiners.
The following observations were found:
1.) There is a 2.8-foot to 4.5-foot gap between
surveyed property and northern adjoining subdivision. This
gap is shown and dimensioned in the subdivision plat as
a 3.0-foot to 4.3-foot gap between the southern line of
the subdivision and the North Line of the South Half of
the said Southeast Quarter Section. There appears to be
uncertainty in the Northwestern Corner of the South Half
of said Southeast Quarter Section, this could be the cause
of the gap between these two properties. I am unaware
of who this strip of land is granted to.
2.) There are multiple typographical error in the legal
description of Parcel 1 in the commitment for title
insurance prepared by Chicago Title Insurance Company as
Commitment Number CTIN2015095, with a Commitment
Date of December 20, 2020 at 8:00 A.M.
C) No significant inconsistencies in the lines of
occupation were observed during this survey.
1.) There is a farm field fence that falls between 4.8
and 3.3 feet northerly of the northern boundary line of
the surveyed property. It appears to be along the southern
boundary line of the northern adjoining subdivision.
2.) There is a farm field fence that falls between 1.2
feet to 0.1 feet easterly of the western boundary line of
the surveyed property. It appears to fall in between the
West Line of the South Half of said Southeast Quarter
Section and what the northern adjoining subdivision is
holding as said West Line (as discussed in Part A above).
D) The Theoretical Uncertainty (Due to Random Errors in
Measurement) of the corners of the subject tract
established by this survey is within the specifications for
an Urban Survey (0.07 feet + 50 ppm) as defined in IAC
865.
As a result of the above observations, it is my opinion
that the uncertainties in the locations of the lines and
corners established on this survey are as follows:
Due to variances in reference monuments:
2.08 feet (Northwest Corner of South Half of the
Southeast Quarter Section);
Due to discrepancies in the record description: 0.24 feet
(Western Boundary Line of surveyed property);
Due to inconsistencies in lines of occupation: 1.2 feet
(farm field fence);
Due to random errors in measurement: 0.07 feet +/-
50 ppm
Mailing Address of Site: 4538 East 96th Street, Carmel,
Indiana
Basis of Bearing System: The bearing of the South Line
of the South Half of the Southeast Quarter of Section 8,
Township 17 North, Range 4 East was assumed to be
North 89 degrees 47 minutes 54 seconds West, the North
Line of said South was assumed to be South 89 degrees
33 minutes 50 seconds East, and the West Line of said
South Half was assumed to be North 00 degrees 21
minutes 13 seconds East per GPS observations taken at
the time of the survey.
NOTE: Regarding Table A -Item 3; According to the
FEDERAL EMERGENCY MANAGEMENT AGENCY, Flood Insurance
Rate Map Number 18057CO236G, with an effective date of
November 19, 2014, this site lies within "Zone X" (Areas of
500-year flooding, areas of 100-year flood with average
depths of less than 1 foot or with drainage areas of less
than 1 square mile; and areas protected by levees from
100-year flood), "Shaded Zone X" (0.2% Annual chance
flood hazard, Areas of 1% annual chance flood with
average depth less than 1-foot, or with drainage areas
of less than one square mile), and "Zone AE" (Special
flood hazard areas with base flood elevation between 839
and 840.72 feet.)
NOTE: Regarding Table A -Item 6; The surveyed site is
zoned as classification B-3 per the Commitments
Concerning the Use and Development of Real Estate
recorded November 1, 2013 as Instrument Number
2013067182. No zoning report nor zoning letter was
provided to me at the time of this survey.
NOTE: Regarding Table A - Item 7; There are no
buildings on this site.
NOTE: Regarding Table A - Item 9; There are no
parking spaces on this site.
NOTE: Regarding Table A - Item 16; There was no
evidence of recent earth moving work, building
construction, or building additions observed on this site at
the time of the survey.
Date of Latest Field Activity: January 27, 2021
This plat of an ALTA/NSPS Land Title Survey was
performed referencing a commitment for title insurance
prepared by Chicago Title Insurance Company as
Commitment Number CTIN2015095, with a Commitment
Date of December 20, 2020 at 8:00 A.M. The following
items are keyed to Schedule B -Part II (Exceptions) from
said commitment for title insurance:
Items 1) through 13) No comment.
Item 14) See APPLICATION FOR THE CLASSIFICATION OF
LAND AS WILDLIFE HABITAT dated December 12, 1991 and
recorded January 2, 1992 as Instrument Number 9200001
for the creation of the herein surveyed property to be
classified as a Wildlife Habitat, also see APPLICATION FOR
WITHDRAWAL OF CLASSIFIED FOREST & WILDLANDS recorded
December 17, 2012 as Instrument Number 2012078642 to
withdraw the herein surveyed property from the Wildlife
Habitat classification.
Item 15) See Commitments Concerning the Use and
Development of Real Estate recorded November 1, 2013 as
Instrument Number 2013067182 for non-plottable items
pertinent to the herein surveyed property.
Item 16) See ACCEPTANCE OF DEDICATION & DEED OF
PUBLIC RIGHTS -OF -WAY dated March 5 2014 and
recorded March 18, 2014 as Instrument Number
2014009605 for the creation of the right-of-way for
Randall Drive Bypass as shown southerly of the herein
surveyed property.
Item 17) See GAS LINE EASEMENT recorded September 2,
2014 as Instrument Number 201403589 for the creation
of two (2) 20-foot-wide gas line easements located along
the southern boundary lines of the southern adjoining
properties, not pertinent to the herein surveyed property.
Item 18) See ELECTRIC LINE EASEMENT recorded November
25 2014 as Instrument Number 2014053325 for the
creation of a 15-foot-wide electric line easement that
services the southern adjoining property and is not
pertinent to the herein surveyed property.
Item 19) See COMMITMENT CONCERNING THE DEVELOPMENT
AND USE OF REAL ESTATE recorded August 19, 2015 as
Instrument Number 2015043720 for the creation of the
50-foot-wide buffer along the northern property line of
the surveyed property as shown and dimensioned herein,
as well as other non-plottable items pertinent to the
surveyed property.
Item 20) See DECLARATION OF RECIPROCAL ACCESS
EASEMENT AND COMMON FACILITIES AGREEMENT dated
September 13, 2015 and recorded September 16, 2015 as
Instrument Number 2015048635 for non-plottable items
pertinent to the herein surveyed property.
Item 21) See ELECTRIC LINE EASEMENT dated January 22,
2016 and recorded May 24, 2016 as Instrument Number
2016023390 for the creation of a 15-foot-wide electric
line easement that ties into the existing 15-foot-wide
easement created by Item 18, that services the southern
adjoining property and is not pertinent to the herein
surveyed property.
Items 22) through 29) No comment.
There are no: (i) encroachments upon the subject property
by improvements on adjacent property; (ii) encroachments
on adjacent property, streets or alleys by improvements on
the subject property; (iii) no party walls; or (iv) no visible
and apparent conflicts or protrusions except as shown
herein.
Inlet
Rim=739.62� ^ o I� j
Inv=735.6200
To: Napleton Acquisitions, LLC; 4538 East 96th Street, LLC, Aqua Swirl
an Indiana limited liability company; and Chicago Title Rim 741.48
Insurance Company:
g n� I = I S
This is to certify that this map or plat and the survey on ° i I 3 I' h��o o` Sa I a y MH
which it is based were made in accordance with the 2016 i a Q
X I I I c >,1' M`' ���' Rirt'1 7 7.42
Minimum Standard Detail Requirements for ALTA/NSPS �1 -2 x Inv 6.94
Land Title Surveys, jointly established and adopted by ALTA I o• �� i I I�� r I 1 ���h�
and NSPS, and includes items 1-9, 11, 13, 16, and 20 24" roll �� ' I i i��� o o
of Table A thereof. The field work was completed on curb 24" roll
January 27, 2021. �o'e°` curb v
Date: February 9, 2021 ,,�1111/j�,, 0° 1`I\\\; (p d)
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Indiana Registration No. 9600013 9600013 ( p ) a°� \ \ \ I �I 1 ° o- k 1 -
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VERTICAL DATUM:
ASI TBM #30 ELEVATION = 829.98 (NAVD 88)
HCS DISK IN WEST END OF HEADWALL FOR CARMEL CREEK ON NORTH SIDE OF
116TH STREET.
CSC TBM #2455 ELEVATION = 739.22
CUT "X" FOUND ON SOUTHEAST MOST BONNET BOLT OF A FIRE HYDRANT
LOCATED ±980 FEET NORTH OF THE CENTERLINE OF 96TH STREET AND ±18
FEET WEST OF THE CENTERLINE OF RANDALL DRIVE.
CSC TBM#2681 ELEVATION = 748.98
CUT "X" SET ON THE SOUTH SIDE OF A RAISED CONCRETE LIGHT POLE BASE
LOCATED NEAR THE NORTHWEST CORNER OF THE SITE ALSO LOCATED ±470 FEET
EAST AND ±235 FEET NORTH OF THE CENTER AT THE EAST END OF
ASSOCIATION COURT.
6"0=732.67 / I �I Cur Inlet
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Item 16 Inv 732.45 21 "RCP
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Sec. 8-T17N-R4E
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South Line of S 1 /4 of Sec. 8-T 7N-R4E N90°0 00"W - 20�2.90' D)
2689.03' ec. Corner to Sec. Corner I
LEGAL DESCRIPTION
LAND DESCRIPTION
(from Instrument Number 2015048634)
A part of the South Half of the Southeast Quarter of Section 8, Township
17 North, Range 4 East, Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Section; thence North 90
degrees 00 minutes 00 seconds West 2032.90 feet along the South line of
said Quarter Section to the southwest corner of East 96th Street Auto Park
Subdivision, the plat of which is recorded as Instrument Number
200100000285, Plat Cabinet 2, Slide 538 in the Office of the Recorder of
Hamilton County, Indiana; thence North 0 degrees 08 minutes 03 seconds
East 719.72 feet along the west line of said subdivision to the point of
beginning of this description: thence North 89 degrees 28 minutes 48
seconds West 656.20 feet to the west line of South Half of the Southeast
Quarter of said Section 8; thence North 00 degrees 08 minutes 03
seconds East 599.91 feet along said west line to the Northwest corner of
said half quarter section; thence South 89 degrees 45 minutes 39 seconds
East 656.18 feet along the north line of said half quarter section to the
west line of the aforementioned East 96th Street Auto Park Subdivision;
thence South 00 degrees 08 minutes 03 seconds West 603.13 feet along
said west line to the point of beginning and containing 9.061 acres, more
or less.
UPPS - B 1 1 TICKET REQUEST NUMBER(S):
101201839
UTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. Field survey information consisting of
paint markings found on the ground per the Indiana Underground Plant
Protection Service (IUPPS - 811). The paint markings shown hereon as
evidence of probable underground utility locations and are consistent with
typical utility markings. However, no utility report was provided to
authenticate these markings. The user of this plat/map should rely upon
such markings at their own risk. The surveyor makes no guarantees the
underground utilities comprise all such utilities in the area, either in-service
or abandoned. The surveyor further does not warrant the underground
utilities shown are in the exact location indicated, although the surveyor
does certify they are located as accurately as possible from information
available. The surveyor has not physically located the underground utilities. J
VICINITY MAP
NOT TO SCALE
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