HomeMy WebLinkAboutPC Agenda (5-4-26 Final)
BATESVILLE PLANNING COMMISSION
Monday: 5/4/2026
BATESVILLE CITY HALL
5:30 P.M.
Agenda
1. Call to Order
2. Roll Call
3. Recognition of Quorum
4. Approval of Agenda
5. Approval of Minutes
6. Review of Downtown Land Use Plan
7. Addition of missing sections to revised Chapter 14.08 [public hearing]
8. Deletion of chapters 14.13, 14.20, and 14.28 [public hearing]
9. Design options of proposed Gottschalk development
10. Eagle Mountain Amended Master Bill of Assurance
11. Old Business
12. New Business
13. Adjourn
Draft April Commission Minutes
Page 1
CITY OF BATESVILLE
500 E. Main St.
Batesville, AR 72501
870-698-2400
www.cityofbatesville.com
Batesville Planning Commission Meeting Minutes
April 6, 2026
1. Call to Order – Pursuant to due notice the regular monthly meeting of the Planning Commission
was called to order at 5:33 P.M.
2. Roll Call –
a) Clark Baker took meeting notes to draft minutes.
b) Present were commission members Joey Markowski, Jeffery Freiert, Megan Ramsey, Micah
Bryant, Kyle Christopher, and Clark Baker.
c) Absent was member Kyle McMullin.
d) Also in attendance were Consultant Rob Middleton, City Inspector Chad McClure, City Engineer
Damon Johnson, Fire Chief Mark McCollum, and several members of the public.
3. Recognition of Quorum – A quorum was present.
4. Approval of Agenda – Chairman Markowski requested that an additional item be added to the
agenda regarding the development of a private road adjoining Eagle Mountain Blvd and Bryant
Estate. The agenda was accepted as amended.
5. Approval of Minutes – The members were presented with minutes from the December meeting
which were composed by Mr. Baker and edited by Consultant Rob Middleton. Mr. Bryant pointed
out that item 4 needs to be amended from “public road” to “private”. Mr. Bryant made a motion to
approve the minutes as amended. Mr. Christopher seconded the motion. The motion was carried
unanimously.
6. Proposed Land Use Plan Revision - CBD [public hearing]– To start Mr. Middleton made a
statement suggesting that the decision on this proposal should be postponed until May’s meeting to
allow for a larger conversation between the City and Main Street Batesville so that The Main Street
Program, The Commercial Historic District, The Entertainment, and The Land Use Plan all
coordinate with each other. He would like there to be a consideration to change the Land Use Plan to
something more appropriate that would allow for the mixed commercial and residential. Mr.
Christopher made a motion to table the discussion until next month’s meeting. Mr. Bryant seconded
the motion. The motion carried unanimously.
7. Development of a Private Road Adjoining Eagle Mountain Blvd and Bryant Estates –
Mr. Barrett Moore, in representation of Mr. Bell, made a statement explaining that a resolution has
been reached that satisfies the current property owners, the neighboring property owners, and the
Gottschalks. He stated that the agreed upon plans satisfy the City personnel, but will require multiple
waivers of City Code due to hardships. These hardships include the Fire Code; as well as, meeting
the minimum requirements of the city road. Further discussion was had. Mr. Bryant expressed that
Draft April Commission Minutes
Page 2
this lot does not have the hardships the applicants claim it to and that he believes there are alternative
options available to this lot to develop a road that meets City Code without the need of any waivers.
Mr. Baker stated that the Commission was not provided with the materials regarding this application
for waivers with adequate time prior to the meeting to familiarize themselves well enough to make
an informed decision. He also requested the City Attorney to review the request, as well as the
contract between the parties involved that is being used to support the application, and to advise the
Commission. Mr. Middleton then made a statement expressing that in his opinion this application is
not sufficiently complete. Further discussion between Mr. Middleton, Mr. Markowski, and Mr.
Moore ensued. Mr. Bell made a statement arguing the Code reads “hardships OR practical
difficulties” and he believes that these situations more than meet the definition of practical
difficulties. He made the point that language allowing for waivers and variants are specifically
written into the Code, so they should be accessible without concern of setting precedence being used
as a reason to deny applications. Mr. Baker made a motion to postpone the vote on the proposals
until next month’s meeting with input from the City’s Attorney. Mr. Bryant seconded the motion.
The motion carried unanimously.
8. Old Business – Mr. Baker pointed out that we approved the minutes from March’s meeting with
amendments to Item 4, but the same amendments need to be made in Item 8. Mr. Christopher made a
motion to amend the previously carried motion approve the minutes with the amendment to Item 4 to
also include the same amendment to item 8. Mrs. Ramsey seconded the motion. The motion carried
unanimously.
9. New Business – No New Business was discussed.
10. Adjourn – A motion to adjourn was made by Mr. Christopher and seconded by Mr. Freiert. The
motion carried unanimously. The meeting was adjourned at 4:52 P.M.
PASSED AND ADOPTED THIS ________ DAY OF ____________, 2026
_________________________________ ___________________________________
Joey Markowski, Chairperson Clark Baker, Secretary
Review of Downtown Land Use Plan
Page 3
Chapter14.08 Missing Sections
Page 4
The following were unfortunately left out of the ordinance sent to and approved by the City Council with
Ordinance 2026-02-01, Section 3 (Attachment B). The following language was always intended to be included
in the ordinance. The purpose of this is to properly correct that omission.
“Sections
14.08.01 District Descriptions
14.08.02 Permitted Uses
14.08.03 Area Requirements
14.08.01. District Descriptions
A. Light Industrial District [I-1]
The I-1 Light Industrial District is intended to accommodate light industrial; wholesale and
research establishments including light manufacturing and machinery operations that are so
conducted that noise, odor and glare of each operation is confined completely within an enclosed
structure. The district is also intended to accommodate sexually oriented businesses whether they
are of a wholesale or retail nature. The Industrial Districts specifically exclude residential dwelling
units on the theory that the mixture of residential uses and the location of sexually oriented
businesses and industrial uses is contrary to the purposes of these regulations.
B. General Industrial District [I-2]
The I-2 General Industrial District is intended to accommodate those industrial uses which may
not or cannot meet standards of the I-1 District and is also intended to accommodate sexually
oriented businesses whether they are of a wholesale or retail nature. The Industrial Districts
specifically exclude residential dwelling units on the theory that the mixture of residential uses
and industrial and the location of sexually oriented businesses is contrary to the purposes of these
regulations.”
Deletion of Chapters 14.13, 14.20 and 14.28
Page 5
At its meeting of 12/8/2025 the commission held a public hearing to, among other things, consider
eliminating chapters 14.13, 14.20 and 14.28 from Title 14 of the Batesville Municipal Code. No public
comments were made to any of the proposals put forward. Subsequent to that hearing, the commission
voted to approve revisions made to chapters 14.05, 14.07, and 14.08 as well as to delete chapters 14.13,
14.20 and 14.28.
Subsequent to that vote, staff determined to postpone forwarding the revision en masse to the City
Council, given the demands of the holiday season. Given the time that has elapsed since last December, it
was felt appropriate to conduct one more public hearing regarding the deletion of these three chapters, as
well as the proposed renumbering of chapter 14.14. A summary of these changes follows.
Chapter 14.13. Severability and Effective Date
This is a carry-over of a section in the original adopting ordinance (659 of 1957). Adopting ordinance
language should not be in the Code itself; the ordinance adopting or amending the Code includes this
language.
Given that deleting this chapter would create a numbering gap between 14.12 (Board of Zoning
Adjustment) and 14.14 (Signs), two options exist to resolve this gap. One would be to simply list it as
“Reserved” which is a common practice to deal with deleted sections of codes. The other would be to re-
number Chapter 14 to Chapter 13. The first option creates a holding place that may or may not ever be
taken by another subject matter. Since there are no cross-references to the sign chapter within the rest of
the Zoning Code, renumbering it makes more sense and is the recommended resolution.
14.20 Building Set Back Lines and 14.28 Mobile Homes
These refer to very old ordinances (683 of 1961 and 995 of 1982). They were included in the original
Municipal Code prepared by the Arkansas Municipal League. Both have been superseded by various
section in the current Zoning Code and their inclusion here is both conflicting and confusing.
Proposed designs of proposed Gottschalk development
Page 6
The following review is a summary review of a proposal presented by Mr. Douglas Gottschalk, who
wished to purchase four properties between Eagle Mountain Blvd and Gap Rd. He approached the staff in
January to get feedback as to what the options were to develop these properties.
The basic thinking was to rearrange the existing properties into a reshaped six properties, three of which
would be on the west side of the property, oriented towards Eagle Mountain Blvd and the remaining three
would orient towards Gap Rd.
It was pointed out that if the proposed "lots" were greater than 5 acres, it would not be considered a
subdivision in the normal sense of the definition, i.e. the normal process of preliminary plat, final plat and
recording of the subdivision with the County Recorder. It was further pointed out that the proposed
division of land into parcels greater than five (5) acres would not be considered a “subdivision” provided
each newly created lot or parcel has minimum lot frontage on legal and physical access.
Since initial discussions, the proposed layout of lots has changed several times, with the latest version
predicated on providing access via access easements over a pipe stem lot directly fronting Eagle
Mountain Blvd. (see plan at page 8 following)
The planning commission should be aware that frontage on legal and physical access has always been
interpreted to mean frontage to a city or private street. If the design of the development is to provide each
of the three lots with frontage to a city street, no planning commission approval is required.
If the developer wished to develop a private street, while normally discouraged, it could be a reasonable
option here. To quote the regulations governing approval of such a private street, at section 15.03.02.(10)
of the Subdivision regulations:
Private streets for residential development may be approved by the planning commission provided
the design standards conform to those of public streets as specified in this article. Private streets
are permissible only in the form of cul-de-sac and short loop streets and only when it has been
determined that these streets can be adequately served by all public service vehicles. Such streets
will not be permitted where there is a possibility of through traffic or the eventual providing of a
connecting link to another public street. It shall be incumbent on the subdivider to demonstrate that
the private streets will not unreasonably limit access to adjacent parcels, hinder logical traffic
patterns, or otherwise be contrary to the public interest. The subdivider shall provide for
permanent maintenance of all private streets in the bill of assurance.
While a private street still must meet city design standards, some requirements such as sidewalks or curb
and gutter could be waived, if requested and justified.
In addition, because multiple properties are involved, the access must comply with the State Fire Code as
interpreted by the Batesville Fire Marshal. The standards for this are essentially the same as city
standards. Because the commission does not have the authority to waive the provisions of the State Fire
Code, access to the three lots must be via a street. The two options for access then are a city street or
private street.
If the developer proposed to opt for a private cul-de-sac, similar to a dozen or so in the Eagle Mountain
area, this would be the only commission approval required.
Access Easements
The proposal presented at the 4/6 commission meeting made reference to the use of easements, citing
sections 15.02.01 and at 15.03.12.(i) of the subdivision regulations. Both of these refer to hillside
regulations. Use of this regulation is triggered by section (a)(1) of 15.03.12 which reads, in part, as
follows:
The requirements of this section are designed to ensure prior integration of physical improvements
in rugged topographical areas and shall supplement requirements outlined elsewhere in this
Proposed designs of proposed Gottschalk development
Page 7
chapter. The hillside regulations shall only apply to those portions of a subdivision plat that have
an average slope of 18 percent or greater. Such areas of steep slope are recognized as requiring
special subdivision development standards for vehicular access easements, lot dimensions, front
and side yard setbacks, and cut and fill.
Average slope is calculated by a formula at subsection (b) which would have to be documented in order to
apply.
Variances, Exceptions, and Waivers of Conditions
The only approvals that might be granted by the commission, other than approval of a private street, if
requested, are the subject of section 15.01.12. of the subdivision regulations. Frequent mention has been
made of the Planning Commission’s authority to grant waivers. While the Commission has the authority
to grant certain waivers, it is not required to do so and there are conditions as to how requests are made
and certain limitations on the extent to which that authority applies. So as to not confuse interpretation,
the specific standards for granting waivers is presented in their entirety below.
(a) General. Where the Planning Commission finds that extraordinary hardships or practical
difficulties may result from strict compliance with these regulations and/or the purposes of these
regulations may be served to a greater extent by an alternative proposal, it may approve variances,
exceptions, and waiver of conditions to these subdivision regulations so that substantial justice may
be done and the public interest secured, provided that the variance, exception, or waiver conditions
shall not have the effect of nullifying the intent and purpose of these regulations; and further
provided the Planning Commission shall not approve variances, exceptions, and waiver of
conditions unless it shall make findings in writing, based upon the evidence presented to it in each
specific case that:
(1) The granting of the variance, exception, or waiver of conditions will not be detrimental to the
public safety, health, or welfare or injurious to other property;
(2) The conditions upon which the request is based are unique to the property for which the relief
is sought and are not applicable generally to other property;
(3) Because of the particular physical surroundings, shape, or topographical conditions of the
specific property involved, a particular hardship to the owner would result, as distinguished
from a mere inconvenience, if the strict letter of these regulations is carried out;
(4) The relief sought will not in any manner vary the provisions of the Zoning Ordinance,
Comprehensive Plan, or Official Map, except that those documents may be amended in the
manner prescribed by law.
(b) Conditions. In approving variances, exceptions, or waivers of conditions, the Planning
Commission may require such conditions as will, in its judgment, secure substantially the purposes
described in Section 15.01.03.
(c) Procedures. A petition for a variance, exceptions, or waivers of conditions shall be submitted in
writing by the subdivider at the time when the preliminary plat is filed for the consideration of the
Planning Commission. The petition shall state fully the grounds for the application and all of the
facts relied upon by the petitioner.
In summary, the burden of proof on making a request for a waiver rests with the applicant, not the
Commission. The applicant must provide detailed and specific justification for each waiver requested.
Drawings on the next pages display the initial and subsequent designs of the subject property (pages 8 and
9), an excerpt from the State Fire Code governing access roads (page 10), and the proposed “resolution”
presented to the commission on 4/6/2026 (page11).
Proposed designs of proposed Gottschalk development
Page 10
PROPOSAL FOR RESOLUTION OF ACCESS TO 787 EAGLE MOUNTAIN BOULEVARD
HOME AND TWO NEW 5.01 ACRE TRACTS NORTH AND SOUTH OF THAT HOME
Douglas and Laurie Gottschalk, David W adley and Martha W adley, Steve and
Glenda Bell, and Robert W indes Pepper, III and Olivia Pepper, have reached an
agreement to resolve an access issue to 787 Eagle Mountain Boulevard and two new 5.01
acre lots to be created north and south of that existing tract.
•Existing approximately 12 foot in width and 350 feet in length driveway would
remain as-is, with deeded ownership in fee simple to Pepper or the person
who owns 787 Eagle Mountain Boulevard home (Steve and Sharon Bryant’s
home)
•The parties agree this would be a vehicular access easement as defined by
the Batesville Zoning Regulations, specifically Chapter 15.02, Section
15.02.01 (“vehicular access easement”), and Section 15.03.12(i); and
request a variance or waiver of that regulation to expand from 300 feet to 350
feet in length, request a variance of waiver of the minimum width of that
easement from 20 feet to 12 feet, and a waiver and variance of any other
restrictions thought applicable to prevent or impede the conveyance of this
easement. Variances, exceptions, and waivers are allowed by Sections
15.01.12 & 15.01.13.
Vehicular access easement means a vehicular easement authorized
by the planning commission to provide primary access in hillside areas
and not more than 300 f eet in length nor serving more than five lots.
Section 15.02.01
(i) Vehicular access easements. Easements providing primary access
to lots fronting on a public street may be authorized by the planning
commission where topographic conditions warrant and where the
public interest can be demonstrated. W here approved, access shall
serve not more than five lots nor be more than 300 feet in length.
Pavement shall be of concrete not less than 20 feet in width.
Underground drainage shall be waived by the city when it can be
demonstrated that open drainage will accommodate all runoff. Grades
shall not exceed those specif ied for residential streets.
Section 15.03.12(i)
The parties believe this proposal recognizes the current driveway servicing
787 Eagle Mountain Boulevard and allows that driveway to include a deeded
easement for access to the two new 5.01 acre tracts.
•The two new lots to be created would share access using the existing
driveway by deeded easements for ingress and egress, to the owners of
those lots and their successors and assigns, with the following restrictive
Page 1 of 2
covenants in place on both of those two lots and the existing lot at 787 Eagle
Mountain Boulevard:
•No more than one single-family residence may be constructed on
each of the new 5.01 acre tracts, or m aintained on 787 Eag le
Mountain, of not less than 2,000 sq uare feet; no commercial activities
would occur on these three tracts; and the one sing le-family residence
on each tract m ay not be rented to any tenant f or a lease term shorter
than six months; and none of those three tracts w ould allow an
unbroken connection betw een Gap Road and Eag le Mountain
Boulevard.
•If the tract is owned by an adjoining land owner who has a primary
residence in place, a detached g arage may be built on the contig uous
5.01 acre tract.
•Bell is acquiring the land to the south of the driveway and up to twenty
feet east of Lot 1 of SouthRidge, with an additional 30 f oot greenbelt
restrictive covenant, providing 50 feet of distance between his lot and
the new driveway to service the southernm ost 5.01 acre tract. T here
is a further easement in favor of that tract to allow an appropriate turn-
radius for the driveway.
•W adley is acquiring the 5.01 acres behind their hom e and do not
presently intend to dev elop it. If that tract is ever developed in the
future, utilities would run across the W adley land and not the
easement for ingress and egress.
•Otherwise, appropriate easem ents would be conveyed for existing
utilities, future utilities, and m aintenance of the driveway.
•A roadway agreement shall also run with the three tracts: 1. An annual
meeting will be held by each of the lot owners. 2. A simple majority
would be required to make any decisions. 3. All costs will split equally
among all parcel owners. 4. Any road damage occurring during
construction of structures on any lot, will be the sole responsibility of
the lot owner where that construction occurs to repair at his or her
cost. 5. Any expenses associated with expanding the current driveway
from its present location or w idth shall be the sole responsibility of the
lot owner or lot owners requesting that expansion or modification. 6.
The City of Batesville shall not be responsible f or any maintenance of
this vehicular access easem ent and driveway.
Page 2 of 2
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INDEPENDENCE COUNTY, ARKANSAS
G:\My Drive\Cutting_Edge_Surveying\Jobs\500-1735-01550_GOTTSCHALK_SUBDIVISIONS\DRAWING - NEW.dwg
FOR THE USE AND BENEFIT OF:
FIELD WORK COMPLETED:
##-##-2026
JOB NUMBER:
500-1735-01550
DRAWN BY:
K. JOHNSON
DOUG GOTTSCHALK
BAR MEASURES 2 INCHES AT ORIGINAL SCALE
0'200'400'Johnson's
Cutting Edge Surveying, LLC
220 E. Main Street, Batesville, AR 72501
KJLandSurvey@gmail.com
Cell: 870-613-4131
3/13/26
ARKAN S A
SCERTIFICAT
E
O F
AUTHORIZATIONJOHNSON'S
CUTTING EDGE
SURVEYING, LLC
No. 3714
PAGE:
1 OF 3
PAPER:
18" X 24"NAD83
GEOID12B2011G
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D NORTHSURVEY CODE:
500-13N-06W-0-23-200-32-1735
500-13N-06W-0-24-304-32-1735
DRIVEWAY
P.O.B.
TRACT 1
HOUSE
E1/4 CORNER OF
S23-T13N-R6W
SE1/16 CORNER OF
S23-T13N-R6W S1/16 CORNER
S23 & S24
E1/16 C CORNER OF
S23-T13N-R6W PART OFSW1/4 NW1/4S24-T13N-R6W0.47 ACRESNE1/4 SE1/4
S23-T13N-R6W
PART OF
NW1/4 SE1/4
S23-T13N-R6W
0.31 ACRES
PART OFNW1/4 SW1/4S24-T13N-R6WSURVEY BY
PLS#710
"F, 473"
BARBED WIRE FENCE
OVERHEAD POWERLINE
EASEMENT BOUNDARY
TIE LINE
BOUNDARY LINE
CALCULATED POINT
SET 1/2" REBAR W/ CAP
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
SANITARY SEWER MANHOLE
FIRE HYDRANT
1" PIPE
1/2" BOLT IN STONES
1/2" PIPE
1/2" REBAR
LEGEND
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N 00°09'18" E 751.01'N 89°50'44" W
269.28'
N 06°31'42" E 50.36'
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263.52'N 00°15'56" W 546.96'S 88°13'09" E 1334.24'152.79'
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N 35°48'04" E
184.07'
S 49°12'26" E 40.26'
S 47°46'30" E 49.00'
S 45°31'14" E 97.26'
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S 43°52'48" E 261.05'S 41°16'31" W 963.30'S 01°46'35" W 369.26'N 89°05'03" W 794.89'N 88°26'43" W 539.49'
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#440
#787
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TRACT 6PRELIMINARY
N 16°13
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INDEPENDENCE COUNTY, ARKANSAS
G:\My Drive\Cutting_Edge_Surveying\Jobs\500-1735-01550_GOTTSCHALK_SUBDIVISIONS\DRAWING - NEW.dwg
FOR THE USE AND BENEFIT OF:
FIELD WORK COMPLETED:
##-##-2026
JOB NUMBER:
500-1735-01550
DRAWN BY:
K. JOHNSON
DOUG GOTTSCHALK
BAR MEASURES 2 INCHES AT ORIGINAL SCALE
0'200'400'Johnson's
Cutting Edge Surveying, LLC
220 E. Main Street, Batesville, AR 72501
KJLandSurvey@gmail.com
Cell: 870-613-4131
3/13/26
ARKAN S A
SCERTIFICAT
E
O F
AUTHORIZATIONJOHNSON'S
CUTTING EDGE
SURVEYING, LLC
No. 3714
PAGE:
2 OF 3
PAPER:
18" X 24"NAD83
GEOID12B2011G
R
I
D NORTHSURVEY CODE:
500-13N-06W-0-23-200-32-1735
500-13N-06W-0-24-304-32-1735
DRIVEWAY
P.O.B.
TRACT 1
HOUSE
E1/4 CORNER OF
S23-T13N-R6W
SE1/16 CORNER OF
S23-T13N-R6W S1/16 CORNER
S23 & S24
E1/16 C CORNER OF
S23-T13N-R6W PART OFSW1/4 NW1/4S24-T13N-R6W0.47 ACRESNE1/4 SE1/4
S23-T13N-R6W
PART OF
NW1/4 SE1/4
S23-T13N-R6W
0.31 ACRES
PART OFNW1/4 SW1/4S24-T13N-R6WSURVEY BY
PLS#710
"F, 473"
BARBED WIRE FENCE
OVERHEAD POWERLINE
EASEMENT BOUNDARY
TIE LINE
BOUNDARY LINE
CALCULATED POINT
SET 1/2" REBAR W/ CAP
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
SANITARY SEWER MANHOLE
FIRE HYDRANT
1" PIPE
1/2" BOLT IN STONES
1/2" PIPE
1/2" REBAR
LEGEND
WM
F
OLD HAND DUG WELL
N 00°09'18" E 751.01'N 89°50'44" W
269.28'
N 06°31'42" E 50.36'
S 89°50'51" E
263.52'N 00°15'56" W 546.96'S 88°13'09" E 1334.24'152.79'
S 88°20'53" E
N 35°48'04" E
184.07'
S 49°12'26" E 40.26'
S 47°46'30" E 49.00'
S 45°31'14" E 97.26'
S 45°05'43" E 99.43'
S 43°52'48" E 261.05'S 41°16'31" W 963.30'S 01°46'35" W 369.26'N 89°05'03" W 794.89'N 88°26'43" W 539.49'
10.6'
30.7' O/S
#440
#787
DRIVEWA
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TRACT 4
P.O.B.
TRACT 5
P.O.B.
TRACT 6PRELIMINARY
INDEPENDENCE COUNTY, ARKANSAS
G:\My Drive\Cutting_Edge_Surveying\Jobs\500-1735-01550_GOTTSCHALK_SUBDIVISIONS\DRAWING - NEW.dwg
FOR THE USE AND BENEFIT OF:
FIELD WORK COMPLETED:
##-##-2026
JOB NUMBER:
500-1735-01550
DRAWN BY:
K. JOHNSON
DOUG GOTTSCHALK
BAR MEASURES 2 INCHES AT ORIGINAL SCALE
0'200'400'Johnson's
Cutting Edge Surveying, LLC
220 E. Main Street, Batesville, AR 72501
KJLandSurvey@gmail.com
Cell: 870-613-4131
3/13/26
ARKAN S
A
SCERTIFICAT
E
O F
AUTHORIZATIONJOHNSON'S
CUTTING EDGE
SURVEYING, LLC
No. 3714
PAGE:
3 OF 3
PAPER:
18" X 24"
TRACT 1 LEGAL DESCRIPTION
A 5.01 ACRE TRACT OF LAND BEING PART OF THE NE1/4 OF THE SE1/4 OF SECTION 23, TOWNSHIP 13 NORTH, RANGE 6 WEST, INDEPENDENCE COUNTY, ARKANSAS, SAID
TRACT AS SHOWN ON A SURVEY DONE BY KEATON JOHNSON IN JOB #500-1735-01550 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND 1/2" REBAR, REPRESENTING THE SW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE WEST LINE OF SAID NE1/4 SE1/4, N 00°09'18" E A DISTANCE OF 751.01 FEET TO A FOUND 1/2" REBAR;
THENCE, LEAVING SAID WEST LINE, S 89°50'44" E A DISTANCE OF 50.00 FEET TO A SET 1/2" REBAR;
THENCE S 00°09'18" W A DISTANCE OF 382.74 FEET TO A SET 1/2" REBAR;
THENCE S 88°26'43" E A DISTANCE OF 488.33 FEET TO A SET 1/2" REBAR;
THENCE S 00°01'22" E A DISTANCE OF 369.52 FEET TO A FOUND 1/2" REBAR ON THE SOUTH LINE OF SAID NE1/4 SE1/4;
THENCE, ALONG SAID SOUTH LINE, N 88°26'43" W A DISTANCE OF 539.49 FEET BACK TO THE POINT OF BEGINNING OF SAID 5.01 ACRE TRACT.
TRACT 2 LEGAL DESCRIPTION
A 5.18 ACRE TRACT OF LAND BEING PART OF THE NW1/4 OF THE SE1/4 AND PART OF THE NE1/4 OF THE SE1/4 OF SECTION 23, TOWNSHIP 13 NORTH, RANGE 6 WEST,
INDEPENDENCE COUNTY, ARKANSAS, SAID TRACT AS SHOWN ON A SURVEY DONE BY KEATON JOHNSON IN JOB #500-1735-01550 AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 1/2" REBAR, REPRESENTING THE SW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG SAID WEST LINE OF SAID NE1/4 SE1/4, N 00°09'18" E A DISTANCE OF 751.01 FEET TO A FOUND 1/2" REBAR, REPRESENTING THE POINT OF BEGINNING;
THENCE N 89°50'44" W A DISTANCE OF 269.28 FEET TO A SET 1/2" REBAR ON THE EAST RIGHT OF WAY OF EAGLE MOUNTAIN BOULEVARD;
THENCE, ALONG SAID EAST RIGHT OF WAY, N 06°31'42" E A DISTANCE OF 50.36 FEET TO A CALCULATED POINT;
THENCE, LEAVING SAID EAST RIGHT OF WAY, S 89°50'51" E A DISTANCE OF 263.52 FEET TO A FOUND 1/2" REBAR;
THENCE S 88°13'09" E A DISTANCE OF 537.23 FEET TO A SET 1/2" REBAR;
THENCE S 00°01'22" E A DISTANCE OF 429.49 FEET TO A SET 1/2" REBAR;
THENCE N 88°26'43" W A DISTANCE OF 488.33 FEET TO A SET 1/2" REBAR;
THENCE N 00°09'18" E A DISTANCE OF 382.74 FEET TO A SET 1/2" REBAR;
THENCE N 89°50'44" W A DISTANCE OF 50.00 FEET BACK TO THE POINT OF BEGINNING OF SAID 5.18 ACRE TRACT.
TRACT 3 LEGAL DESCRIPTION
A 5.01 ACRE TRACT OF LAND BEING PART OF THE NE1/4 OF THE SE1/4 OF SECTION 23, TOWNSHIP 13 NORTH, RANGE 6 WEST, INDEPENDENCE COUNTY, ARKANSAS, SAID
TRACT AS SHOWN ON A SURVEY DONE BY KEATON JOHNSON IN JOB #500-1735-01550 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 1/2" REBAR, REPRESENTING THE SW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE WEST LINE OF SAID NE1/4 SE1/4, N 00°09'18" E A DISTANCE OF 751.01 FEET TO A FOUND 1/2" REBAR;
THENCE, ALONG SAID WEST LINE, N 00°02'12" W A DISTANCE OF 50.06 FEET TO A FOUND 1/2" REBAR, REPRESENTING THE POINT OF BEGINNING;
THENCE, ALONG SAID WEST LINE, N 00°15'56" W A DISTANCE OF 546.96 FEET TO A FOUND 1/2" REBAR, REPRESENTING THE NW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE NORTH LINE OF SAID NE1/4 SE1/4, S 88°13'09" E A DISTANCE OF 261.28 FEET TO A SET 1/2" REBAR;
THENCE, LEAVING SAID NORTH LINE, S 26°36'48" E A DISTANCE OF 621.37 FEET TO A SET 1/2" REBAR;
THENCE N 88°13'09" W A DISTANCE OF 537.23 FEET BACK TO THE POINT OF BEGINNING OF SAID 5.01 ACRE TRACT.
TRACT 4 LEGAL DESCRIPTION
A 25.06 ACRE TRACT OF LAND BEING PART OF THE NE1/4 OF THE SE1/4 OF SECTION 23 & BEING PART OF THE NW1/4 OF THE SW1/4 OF SECTION 24, ALL IN TOWNSHIP 13
NORTH, RANGE 6 WEST, INDEPENDENCE COUNTY, ARKANSAS, SAID TRACT AS SHOWN ON A SURVEY DONE BY KEATON JOHNSON IN JOB #500-1735-01550 AND MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 1/2" REBAR, REPRESENTING THE SW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE SOUTH LINE OF SAID NE1/4 SE1/4, S 88°26'43" E A DISTANCE OF 539.49 FEET TO A FOUND 1/2" REBAR, REPRESENTING THE POINT OF BEGINNING;
THENCE, LEAVING SAID SOUTH LINE, N 00°01'22" W A DISTANCE OF 799.01 FEET TO A SET 1/2" REBAR;
THENCE N 26°36'48" W A DISTANCE OF 621.37 FEET TO A SET 1/2" REBAR ON THE NORTH LINE OF SAID NE1/4 SE1/4;
THENCE, ALONG SAID NORTH LINE, S 88°13'09" E A DISTANCE OF 752.74 FEET TO A SET 1/2" REBAR;
THENCE, LEAVING SAID NORTH LINE, S 16°13'42" E A DISTANCE OF 455.46 FEET TO A SET 1/2" REBAR;
THENCE N 40°29'05" E A DISTANCE OF 34.90 FEET TO A CALCULATED POINT;
THENCE N 51°10'38" E A DISTANCE OF 38.01 FEET TO A CALCULATED POINT;
THENCE N 63°53'32" E A DISTANCE OF 27.71 FEET TO A CALCULATED POINT;
THENCE N 71°59'24" E A DISTANCE OF 31.34 FEET TO A CALCULATED POINT;
THENCE N 74°49'53" E A DISTANCE OF 125.68 FEET TO A CALCULATED POINT;
THENCE N 70°49'56" E A DISTANCE OF 81.66 FEET TO A CALCULATED POINT;
THENCE N 69°00'04" E A DISTANCE OF 150.12 FEET TO A CALCULATED POINT;
THENCE N 71°51'46" E A DISTANCE OF 74.90 FEET TO A CALCULATED POINT;
THENCE N 64°00'13" E A DISTANCE OF 24.60 FEET TO A CALCULATED POINT;
THENCE N 44°22'57" E A DISTANCE OF 10.28 FEET TO A CALCULATED POINT;
THENCE N 23°03'05" E A DISTANCE OF 33.91 FEET TO A CALCULATED POINT;
THENCE N 12°59'35" E A DISTANCE OF 33.92 FEET TO A CALCULATED POINT;
THENCE N 07°24'06" E A DISTANCE OF 75.01 FEET TO A CALCULATED POINT;
THENCE N 24°50'02" E A DISTANCE OF 30.32 FEET TO A CALCULATED POINT;
THENCE N 35°34'08" E A DISTANCE OF 37.00 FEET TO A SET 1/2" REBAR ON THE WEST RIGHT OF WAY OF GAP ROAD;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 45°05'43" E A DISTANCE OF 50.34 FEET TO A SET 1/2" REBAR;
THENCE, LEAVING SAID WEST RIGHT OF WAY, S 34°57'51" W A DISTANCE OF 23.74 FEET TO A CALCULATED POINT;
THENCE S 24°50'02" W A DISTANCE OF 18.36 FEET TO A CALCULATED POINT;
THENCE S 07°24'06" W A DISTANCE OF 69.79 FEET TO A CALCULATED POINT;
THENCE S 12°59'35" W A DISTANCE OF 40.76 FEET TO A CALCULATED POINT;
THENCE S 23°03'05" W A DISTANCE OF 47.73 FEET TO A CALCULATED POINT;
THENCE S 44°22'57" W A DISTANCE OF 28.35 FEET TO A CALCULATED POINT;
THENCE S 64°00'13" W A DISTANCE OF 36.68 FEET TO A CALCULATED POINT;
THENCE S 71°51'46" W A DISTANCE OF 77.08 FEET TO A CALCULATED POINT;
THENCE S 69°00'04" W A DISTANCE OF 149.67 FEET TO A CALCULATED POINT;
THENCE S 70°49'56" W A DISTANCE OF 84.20 FEET TO A CALCULATED POINT;
THENCE S 74°49'53" W A DISTANCE OF 126.18 FEET TO A CALCULATED POINT;
THENCE S 71°59'24" W A DISTANCE OF 26.56 FEET TO A CALCULATED POINT;
THENCE S 63°53'32" W A DISTANCE OF 18.60 FEET TO A CALCULATED POINT;
THENCE S 51°10'38" W A DISTANCE OF 27.76 FEET TO A CALCULATED POINT;
THENCE S 40°29'05" W A DISTANCE OF 30.91 FEET TO A SET 1/2" REBAR;
THENCE S 48°29'04" E A DISTANCE OF 458.80 FEET TO A SET 1/2" REBAR;
THENCE S 41°16'31" W A DISTANCE OF 266.60 FEET TO A FOUND 1/2" BOLT IN STONES ON THE EAST LINE OF SAID NE1/4 SE1/4;
THENCE, ALONG SAID EAST LINE, S 01°46'35" W A DISTANCE OF 369.26 FEET TO A FOUND 1/2" REBAR, REPRESENTING THE SE CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE SOUTH LINE OF SAID NE1/4 SE1/4, N 89°05'03" W A DISTANCE OF 794.89 FEET BACK TO THE POINT OF BEGINNING OF SAID 25.06 ACRE TRACT.
SURVEY CODE:
500-13N-06W-0-23-200-32-1735
500-13N-06W-0-24-304-32-1735
TRACT 5 LEGAL DESCRIPTION
A 5.01 ACRE TRACT OF LAND BEING PART THE NE1/4 OF THE SE1/4 OF SECTION 23 & BEING PART OF THE NW1/4 OF THE SW1/4 AND PART OF THE SW1/4 OF THE NW1/4
OF SECTION 24, ALL IN TOWNSHIP 13 NORTH, RANGE 6 WEST, INDEPENDENCE COUNTY, ARKANSAS, SAID TRACT AS SHOWN ON A SURVEY DONE BY KEATON JOHNSON
IN JOB #500-1735-01550 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND 1" PIPE, REPRESENTING THE W1/4 CORNER OF SAID SECTION 24;
THENCE, ALONG THE NORTH LINE OF SAID NW1/4 SW1/4, S 88°20'53" E A DISTANCE OF 152.79 FEET TO A FOUND 1/2" PIPE;
THENCE, LEAVING SAID NORTH LINE, N 35°48'04" E A DISTANCE OF 184.07 FEET TO A SET 1/2" REBAR ON THE WEST RIGHT OF WAY LINE OF GAP ROAD;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 49°12'26" E A DISTANCE OF 40.26 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 47°46'30" E A DISTANCE OF 49.00 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 45°31'14" E A DISTANCE OF 97.26 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 45°05'43" E A DISTANCE OF 30.34 FEET TO A SET 1/2" REBAR;
THENCE, LEAVING SAID WEST RIGHT OF WAY, S 35°34'08" W A DISTANCE OF 37.00 FEET TO A CALCULATED POINT;
THENCE S 24°50'02" W A DISTANCE OF 30.32 FEET TO A CALCULATED POINT;
THENCE S 07°24'06" W A DISTANCE OF 75.01 FEET TO A CALCULATED POINT;
THENCE S 12°59'35" W A DISTANCE OF 33.92 FEET TO A CALCULATED POINT;
THENCE S 23°03'05" W A DISTANCE OF 33.91 FEET TO A CALCULATED POINT;
THENCE S 44°22'57" W A DISTANCE OF 10.28 FEET TO A CALCULATED POINT;
THENCE S 64°00'13" W A DISTANCE OF 24.60 FEET TO A CALCULATED POINT;
THENCE S 71°51'46" W A DISTANCE OF 74.90 FEET TO A CALCULATED POINT;
THENCE S 69°00'04" W A DISTANCE OF 150.12 FEET TO A CALCULATED POINT;
THENCE S 70°49'56" W A DISTANCE OF 81.66 FEET TO A CALCULATED POINT;
THENCE S 74°49'53" W A DISTANCE OF 125.68 FEET TO A CALCULATED POINT;
THENCE S 71°59'24" W A DISTANCE OF 31.34 FEET TO A CALCULATED POINT;
THENCE S 63°53'32" W A DISTANCE OF 27.71 FEET TO A CALCULATED POINT;
THENCE S 51°10'38" W A DISTANCE OF 38.01 FEET TO A CALCULATED POINT;
THENCE S 40°29'05" W A DISTANCE OF 34.90 FEET TO A SET 1/2" REBAR;
THENCE N 16°13'42" W A DISTANCE OF 455.46 FEET TO A SET 1/2" REBAR ON THE NORTH LINE OF SAID NE1/4 SE1/4;
THENCE, ALONG SAID NORTH LINE, S 88°13'09" E A DISTANCE OF 320.22 FEET BACK TO THE POINT OF BEGINNING OF SAID 5.01 ACRE TRACT.
TRACT 6 LEGAL DESCRIPTION
A 5.01 ACRE TRACT OF LAND BEING PART OF THE NE1/4 OF THE SE1/4 OF SECTION 23 & BEING PART OF THE NW1/4 OF THE SW1/4 OF SECTION 24, ALL IN TOWNSHIP 13
NORTH, RANGE 6 WEST, INDEPENDENCE COUNTY, ARKANSAS, SAID TRACT AS SHOWN ON A SURVEY DONE BY KEATON JOHNSON IN JOB #500-1735-01550 AND MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 1/2" REBAR, REPRESENTING THE SW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE SOUTH LINE OF SAID NE1/4 SE1/4, S 88°26'43" E A DISTANCE OF 539.49 FEET TO A FOUND 1/2" REBAR;
THENCE, ALONG SAID SOUTH LINE, S 89°05'03" E A DISTANCE OF 794.89 FEET TO A FOUND 1/2" REBAR, REPRESENTING THE SE CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE EAST LINE OF SAID NE1/4 SE1/4, N 01°46'35" E A DISTANCE OF 369.26 FEET TO A FOUND 1/2" BOLT IN STONES;
THENCE, LEAVING SAID EAST LINE, N 41°16'31" E A DISTANCE OF 266.60 FEET TO A SET 1/2" REBAR, REPRESENTING THE POINT OF BEGINNING;
THENCE N 48°29'04" W A DISTANCE OF 458.80 FEET TO A SET 1/2" REBAR;
THENCE N 40°29'05" E A DISTANCE OF 30.91 FEET TO A CALCULATED POINT;
THENCE N 51°10'38" E A DISTANCE OF 27.76 FEET TO A CALCULATED POINT;
THENCE N 63°53'32" E A DISTANCE OF 18.60 FEET TO A CALCULATED POINT;
THENCE N 71°59'24" E A DISTANCE OF 26.56 FEET TO A CALCULATED POINT;
THENCE N 74°49'53" E A DISTANCE OF 126.18 FEET TO A CALCULATED POINT;
THENCE N 70°49'56" E A DISTANCE OF 84.20 FEET TO A CALCULATED POINT;
THENCE N 69°00'04" E A DISTANCE OF 149.67 FEET TO A CALCULATED POINT;
THENCE N 71°51'46" E A DISTANCE OF 77.08 FEET TO A CALCULATED POINT;
THENCE N 64°00'13" E A DISTANCE OF 36.68 FEET TO A CALCULATED POINT;
THENCE N 44°22'57" E A DISTANCE OF 28.35 FEET TO A CALCULATED POINT;
THENCE N 23°03'05" E A DISTANCE OF 47.73 FEET TO A CALCULATED POINT;
THENCE N 12°59'35" E A DISTANCE OF 40.76 FEET TO A CALCULATED POINT;
THENCE N 07°24'06" E A DISTANCE OF 69.79 FEET TO A CALCULATED POINT;
THENCE N 24°50'02" E A DISTANCE OF 18.36 FEET TO A CALCULATED POINT;
THENCE N 34°57'51" E A DISTANCE OF 23.74 FEET TO A SET 1/2" REBAR ON THE WEST RIGHT OF WAY OF GAP ROAD;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 45°05'43" E A DISTANCE OF 18.75 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID WEST RIGHT OF WAY, S 43°52'48" E A DISTANCE OF 261.05 FEET TO A SET 1/2" REBAR;
THENCE, LEAVING SAID WEST RIGHT OF WAY, S 41°16'31" W A DISTANCE OF 696.70 FEET BACK TO THE POINT OF BEGINNING OF SAID 5.01 ACRE TRACT.
EASEMENT LEGAL DESCRIPTION
A 0.22 ACRE EASEMENT, BEING 20 FEET WIDE AND LYING 10 FEET EITHER SIDE OF A CENTERLINE, BEING PART OF THE NW1/4 OF THE SE1/4 AND BEING THE NE1/4 OF THE
SE1/4 OF SECTION 23, TOWNSHIP 13 NORTH, RANGE 6 WEST, INDEPENDENCE COUNTY, ARKANSAS, SAID EASEMENT AS SHOWN ON A SURVEY DONE BY KEATON
JOHNSON IN JOB #500-1735-01550, SAID CENTERLINE MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND 1/2" REBAR, REPRESENTING THE SW CORNER OF SAID NE1/4 SE1/4;
THENCE, ALONG THE WEST LINE OF SAID NE1/4 SE1/4, N 00°09'18" E A DISTANCE OF 751.01 FEET TO A FOUND 1/2" REBAR;
THENCE, LEAVING SAID WEST LINE, N 89°50'44" W A DISTANCE OF 269.28 FEET TO A SET 1/2" REBAR ON THE EAST RIGHT OF WAY OF EAGLE MOUNTAIN BOULEVARD;
THENCE, ALONG SAID EAST RIGHT OF WAY, N 06°31'42" E A DISTANCE OF 24.95 FEET TO A CALCULATED POINT ON THE CENTERLINE OF AN EXISTING DRIVEWAY,
REPRESENTING THE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE;
THENCE, ALONG SAID CENTERLINE, N 80°05'39" E A DISTANCE OF 38.54 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID CENTERLINE, S 84°55'18" E A DISTANCE OF 44.06 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID CENTERLINE, S 78°35'29" E A DISTANCE OF 23.87 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID CENTERLINE, S 89°26'57" E A DISTANCE OF 10.87 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID CENTERLINE, N 83°33'07" E A DISTANCE OF 40.16 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID CENTERLINE, S 89°25'27" E A DISTANCE OF 62.63 FEET TO A CALCULATED POINT;
THENCE, ALONG SAID CENTERLINE, N 85°28'49" E A DISTANCE OF 42.50 FEET TO A CALCULATED POINT;
THENCE, LEAVING SAID CENTERLINE, S 80°27'16" E A DISTANCE OF 33.79 FEET TO THE CENTER OF A 75 FOOT WIDE DIAMETER EASEMENT CUL-DE-SAC, SAID POINT BEING
THE POINT OF TERMINATION OF SAID EASEMENT CENTERLINE.PRELIMINARY
20.0'211.81'30.0'
G:\My Drive\Cutting_Edge_Surveying\Jobs\500-1735-01550_GOTTSCHALK_SUBDIVISIONS\DRAWING - NEW.dwg
FOR THE USE AND BENEFIT OF:
DATE:
4-1-2026
JOB NUMBER:
500-1735-01550
DRAWN BY:
K. JOHNSON SURVEY CODE:
500-13N-06W-0-23-200-32-1735
500-13N-06W-0-24-304-32-1735
DOUG GOTTSCHALK
BAR MEASURES 2 INCHES AT ORIGINAL SCALE
0'30'60'Johnson's
Cutting Edge Surveying, LLC
220 E. Main Street, Batesville, AR 72501
KJLandSurvey@gmail.com
Cell: 870-613-4131
4/2/26
ARKAN S A
SCERTIFICAT
E
O F AUTHORIZATIONJOHNSON'S
CUTTING EDGE
SURVEYING, LLC
No. 3714PRELIMINARY
PAGE:
1 OF 1
PAPER:
18" X 24"
SURVEYOR'S CERTIFICATE
I, KEATON B. JOHNSON, ARKANSAS LICENSED PROFESSIONAL SURVEYOR, NO. 1735, DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE GROUND UNDER MY SUPERVISION.
GENERAL NOTES
THE ABOVE DESCRIBED TRACT IS SUBJECT TO ANY AND ALL RIGHTS-OF-WAY AND EASEMENTS THAT ARE OF RECORD AND WHICH ARE PHYSICALLY IN
PLACE. ANY IMPROVEMENTS OR EASEMENTS SHOWN ARE THE RESULT OF A SURVEY AND THAT COULD BE REASONABLY OBSERVED ON THE GROUND.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. ANY COORDINATES SHOWN WERE DERIVED FROM GPS OBSERVATION VIA THE AR. D.O.T.
C.O.R.S. NETWORK AND ARE IN US SURVEY FEET. THIS SURVEY REFLECTS CONDITIONS AT THE TIME OF FIELD WORK. CHANGES TO SITE CONDITIONS,
IMPROVEMENTS, OR VISIBLE EVIDENCE OCCURRING AFTER THAT DATE MAY AFFECT THE INFORMATION SHOWN HEREON.NAD83
GEOID12B2011G
R
I
D NORTHIMAGE GENERATED BY
DRONE FLIGHT ON 1-19-26
STEVE BELL PROPOSED LAND PURCHASE
AREA CLAIMED BY STEVE BELL
BOUNDARY LINE
GAS RISER
CALCULATED POINT
SET 1/2" REBAR W/ CAP
WATER METER
SANITARY SEWER MANHOLE
FOUND 1/2" REBAR
ELECTRIC BOX
LEGEND
G
WM
DRIVEWAY
EAGLE MOUNTAIN BOULEVARD#801STEVE BELL
PROPERTY
CLAIMED AREA AS SHOWN ON JON ROGERS SURVEY
STEVE BRYANT
PROPERTY
DAVID WADLEY
PROPERTY
G
WMWM
WM
PROPOSED BUFFER AREA
(NO DRIVEWAY OR STRUCTUR
ES TO BE BUILT IN THIS AREA)
POTENTIAL PROPOSED DRIVEWAY
STEVE BELL
PROPOSED
LAND
PURCHASE
0.10 ACRES
INDEPENDENCE COUNTY, ARKANSAS
G:\My Drive\Cutting_Edge_Surveying\Jobs\500-1735-01550_GOTTSCHALK_SUBDIVISIONS\DRAWING - NEW.dwg
FOR THE USE AND BENEFIT OF:
FIELD WORK COMPLETED:
##-##-2026
JOB NUMBER:
500-1735-01550
DRAWN BY:
K. JOHNSON
DOUG GOTTSCHALK
BAR MEASURES 2 INCHES AT ORIGINAL SCALE
0'200'400'Johnson's
Cutting Edge Surveying, LLC
220 E. Main Street, Batesville, AR 72501
KJLandSurvey@gmail.com
Cell: 870-613-4131
4/27/26
ARKAN S A
SCERTIFICAT
E
O F
AUTHORIZATIONJOHNSON'S
CUTTING EDGE
SURVEYING, LLC
No. 3714
PAGE:
1 OF 3
PAPER:
18" X 24"NAD83
GEOID12B2011G
R
I
D NORTHSURVEY CODE:
500-13N-06W-0-23-200-32-1735
500-13N-06W-0-24-304-32-1735
DRIVEWAY
P.O.B.
TRACT 1
HOUSE
E1/4 CORNER OF
S23-T13N-R6W
SE1/16 CORNER OF
S23-T13N-R6W S1/16 CORNER
S23 & S24
E1/16 C CORNER OF
S23-T13N-R6W PART OFSW1/4 NW1/4S24-T13N-R6W0.47 ACRESNE1/4 SE1/4
S23-T13N-R6W
PART OF
NW1/4 SE1/4
S23-T13N-R6W
0.31 ACRES
PART OFNW1/4 SW1/4S24-T13N-R6WSURVEY BY
PLS#710
"F, 473"
BARBED WIRE FENCE
OVERHEAD POWERLINE
EASEMENT BOUNDARY
TIE LINE
BOUNDARY LINE
CALCULATED POINT
SET 1/2" REBAR W/ CAP
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
SANITARY SEWER MANHOLE
FIRE HYDRANT
1" PIPE
1/2" BOLT IN STONES
1/2" PIPE
1/2" REBAR
LEGEND
WM
F
OLD HAND DUG WELL
S 89°50'51" E
263.52'N 00°15'56" W 546.96'S 88°13'09" E 1334.24'152.79'
S 88°20'53" E
N 35°48'04" E
184.07'
S 49°12'26" E 40.26'
S 47°46'30" E 49.00'
S 45°31'14" E 97.26'
S 45°05'43" E 99.43'
S 43°52'48" E 261.05'S 41°16'31" W 963.30'S 01°46'35" W 369.26'N 89°05'03" W 794.89'N 88°26'43" W 539.49'
30.7' O/S
#440
#787
DRIVEWA
Y
G
A
P
R
O
A
D
EAGLE MOUNTAIN BOULEVARDPOND
F
WM
GAS METER
TRACT 1
5.01 ACRES
TRACT 2
5.19 ACRES
TRACT 3
5.01 ACRES
TRACT 4
24.72 ACRES
TRACT 5
5.01 ACRES
TRACT 6
5.01 ACRES
N
4
8
°
2
9
'
0
4
"
W
4
5
8
.
8
0
'N 16°13
'42"
W
455
.46
'266.60'696.70'320.22'
BEARING
S
A
N
D
DI
S
T
A
N
C
E
S
S
H
O
W
N
IN LEGAL
F
O
R
T
HI
S
A
R
E
A.
P.O.B.
TRACT 2
P.O.B.
TRACT 3
P.O.B.
TRACT 4
P.O.B.
TRACT 5
P.O.B.
TRACT 6PRELIMINARY