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IIIIIIIIIIIIIIIIIIIIIIEIIIIIII IIIII111 RECORDED20105043907-20-2021 20o,11 PM
In Official Records of Terri Hollingsworth Circuit/County Clerk
PULASKI CO, AR FEE $15.00
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CERTIFICATE OF SURVEYING ACCURACY
I JASON H. GRAYHAM , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied w•
y a.
Dat of Execution J on Grayham
rofessional Land Surveyor
o. 1667
Arkansas
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30' COMMON .ACCESS - --- - _
AND UTILITY EASEMENT
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EASEMENT (DEDICATED
THIS PLAT)
- - S380 44' 05°W 105.63' - -
S38. 41' 3PW 358.9S - -
CERTIFICATE OF ENGINEERING ACCURACY
I, BRADLEY A. PETERSON , hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Date of Execution Brad' Peterson
Regis te ed Professional
Engineer No. 13217
Arkansas
`t„till1111"I" CERTIFICATE OF FINAL APPROVAL
5'C?.TE OF
r sT ARKANSAS Pursuant to the Little Rock Subdivision Rules and
4• Regulations, and all of the conditions of approval having
a : n 7 s * * * been completed, this document is hereby accepted.
= - REGISTERED This certificate is hereby executed under the authority
Fj F of said rules and regulations.
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G"'�,AL LA\\`•`, �Q J No. 13217 O� Dote of Execution L.R Planning
9O�FY A. P0- Commission
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance with
this plat.
Date of Execution Name Ranch Properties Inc.
Address 6020 Ranch Dr., Suite C-7
Little Rock, AR 72223
Source of Title: 94-051643
CERTIFICATE OF RECORDING
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RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
COORDINATES
POINT #
NORTHING
EASTING
1
172725.34
1172906.10
2
172952.14
1173043.33
3
172931.91
1173073.31
4
173029.50
1173129.64
5
172921.14
1173264.73
6
172641.00
1173040.34
7
172659.27
1173016.56
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
Ct
36.17'
1881.86'
100 '05"
S550 59' 34"E
36.17'
PROPERTY DESCRIPTION
PART OF THE SE1/4 OF SECTION 14, T-2-N, R-14-W, IN THE CITY OF LITTLEROCK, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT B-8, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK;
THENCE N 31011 E A DISTANCE OF 265.09 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS
OF 1,881.86 FEET AND A CHORD BEARING AND DISTANCE OF S 55°59'34" E, 36.17 FEET; THENCE N 29°59.29" E
A DISTANCE OF 112.69 FEET; THENCE S 51°15'55" E A DISTANCE OF 173.18 FEET; THENCE S 38°41'38" W A
DISTANCE OF 358,93 FEET TO A POINT ON THE NORTH RIGHT OF WAY OF STATE HWY 10; THENCE ALONG SAID
RIGHT OF WAY N 52°27'51"W A DISTANCE OF 29.99 FEET; THENCE N 59°07'02" W A DISTANCE OF 128.71 FEET
TO THE POINT OF BEGINNING, CONTAINING 1.450 ACRES MORE OR LESS.
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN HEREON
IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN
AS DESIGNATED BY THE FLOOD INSURANCE RATE
MAP, PANEL NO. 05119CO312G, PUBLISHED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY
DATED JULY 6, 2015.
GENERAL NOTES:
1. 1/2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
2. THERE ARE NO KNOWN PROPOSED CHANGES IN STREET
RIGHTS -OF -WAY.
3. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS
OBSERVED.
4. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL
WETLANDS INVENTORY, THERE ARE NO DELINEATED WETLANDS LOCATED
ON THIS SITE.
5. ALL UNDERGROUND UTILITY LCCAT!ONS ARE APPROXIMATE.
6. THERE WAS NO OBSERVED EVIDENCE OF CEMETERIES ON THE
SUBJECT PROPERTY.
BASIS OF BEARING: GRID NORTH, ARKANSAS
STATE PLANE COORDINATE SYSTEM, NORTH
ZONE (0301), DETERMINED BY GPS
OBSERVATIONS. APPROXIMATE CONVERGENCE
ANGLE IS , -00 16' 11.55042".
DISTANCES ARE STATE PLANE GRID
DISTANCES. COMBINED ADJUSTMENT FACTOR =
1.000027173,
500-02N-14W-0-14-200-60--1667
all
10825 Financial Centre Parkvvay, Suite 300
Little Rock, Arkansas 72211
Grafton Tull
® engineering I surveying
501 .664.3245 t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: "
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"- CRAFTON, TULL &
ASSOCIATES, INC. ➢=
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GRAPHIC SCALE IN FEET
20' 0 20'
FINAL PLAT OF
LOT B-9
THE RANCH ADDITION
CITY OF LITTLE ROCK,
PULASKI CO., ARKANSAS
Ke Ylan
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�I1 `,COBBLESTONE//WAY
�' • THIS SITE
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No. V- Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
NSZ RUCTION
PROJECT No: 20804600 0o RFC
IsweDATE: 02/10/2021 ,p THIS
CONTACT: B. PETERSON DOCUMENT IS m
CHECKED BY: 2 PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY w A FINAL, SIGNED o
PLANS AND SEALED
DOCUMENT -°
2018 Crafton, Tull& Associates, lnc
Noliona15
FINAL PLAT
C-002