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R = 25.00'
L = 39.27'
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® 25.00'
15' UTILITY EASEMENT
>-DOC. NO. 2015047224
A = 00'4955"
T = 21.56' I
R = 2970.00'
L = 43.12'
S 88057'53" E 43.12' CH.�,.
70' BUILDING LINE
LOT 6R
1.066 ACRES f
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COMMON ACCESS EASEMENT
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REMINGTON COVE
60' R/W
FU. 'X' IN
CONCRETE
—
15' UTILITY EA;
DOC. N0. 2015C
—I----- A-04'22'12"
T = 113.32'
R = 2970.00'
L = 226.52'
ACCESS EASEMENT S 86021'49" E 226.41 C'
ED THIS PLAT
�— 70 BUI�CG LINE
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1/2' REBAR
W CAP SET
N_88038'42" W 138.89'
ANGLE IRON FOUND
SW CORNER, NW 1/4,
SECTION 22, T -1–N, R -13–W
I CERTIFICATE OF SURVEYING ACCURACY
r REC ORYT_ SULLIVAN —, hereby certify that
deI,
this plat correctly represents a boundary survey
ma
or verified by me, all monuments required actually exist
andare correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
2 8 ,
Date of xecution Gregory T. Sullivan
Professional Land Surveyor
No. 1096
Arkansas
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,
Kplat and subdivide said real estate in accordance with
this plat.
F Date of Execution a e PRINC S INVESTMENTS LLC
�� N Addressl0 RIDGE DRIVE
LITTLE ROCK AR 72227
U
Source of Title: DOC. NO. 201 50 47 224
Q K
LOT 5R
1.702 ACRES f
PREVIOUS LOT LINE
1/2' REBAR — —
W/CAP FD. _
— — — — N 88038'42" W 22629 —
CERTIFICATE OF ENGINEERING ACCURACY
BRADLEY A PETER5_QhL_, hereby certify that this
plat correctly represents a plan made by me, and that
the Rulesn
nand Regulations have of the Little been compliedRock Subdivision
with.
\V 1 la(d /115 -
Date of Execution Brads y . Peterson
Regied Professional
Engineer No. 13217
Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules o ndvalhaving
Regulations, and all of the conditions of app
been completed, this document is hereby accepted.
This certificate �s hereby executed under the authority
of said rules and regulat4L.R.P
Date of Execution g
Commission
FD. 'X' IN
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�60
N
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LOT 4
EPA—TALLEY ROAD ADDITION
DOC. NO. 2009005358
NT
INSTRUMENT NO. 86-11716
CERTIFICATE OF RECORDING
This document, number ----
filed for record
2p _, in Plat Book , Page
l IerK
2015079224
h�ll'IIII"IIIIIgII'wII'��I�I�� RECORDED. 12-21-2015092307 AM
PRESENTED 122120'%0802-'1 PM Clerk
In Official Records of Laity Crane CircuiVCounty
PULASKI CO. AR FEE s15.00
FLOOD PAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN IS
LOCATED WITHIN THE 100—YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAP,
PANEL NO. 05119CO434G, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY DATED
JULY 6, 2015.
OWNER & SUBDIVIDER:
PRINCESS INVESTMENTS, LLC
10 RIDGE DRIVE
LITTLE ROCK, AR 72227
GENERAL NOTES:
1. 1/2 REBAR SET AT ALL CORNERS UNLESS
OTHERWISE NOTED.
2. ERROR OF CLOSURE EXCEEDS 1:25000.
3. BASIS OF BEARINGS: ARKANSAS STATE PLANE
COORDINATES. (AR NORTH — 0301)
LEGEND (EXISTING)
SYMBOLS 13NE�SK
o FOUND IRON PIN EASEMENT
• SET IRON PIN RIGHT OF WAY
pROpERT UNE
ROAD CENIERUNE
VICINITY MAP
N.T.S.
PROPERTY DESCRIPTION
Part of the West 1/2 of the, South 1/2 of the Southwest 1/4 of the Northwest 1/4
of Section 22, Township I North, Range 13 West, Little Rock, Pulaski County,
Arkansas, being more particularly described as follows:
BEGINNING at the Southwest comer of said Northwest 1/4; thence North
0003710" East 304.27 feet to a point on the Southerly right-of-way line of
Remington Cove; thence along said right-of-way line, on a curve to the right
having a radius of 25.00 feet, an arc distance of 39.27 feet, and a chord bearing
and distance of North 45°37'10" Fast 35.36 feet; thence continuing along said
right-of-way line, South89°22'50" East 75.00 feet; thence continuing along said
right-of-way line, on a curve to the right having a radius of 2,970.00 feet, an arc
distance of 85.42 feet, and a chord bearing and distance of South 88°33'24" East
85.42 feet; thence contirnbg along said right-of-way line, on a curve to the right
having a radius of 2,970.00 feet, an arc distance of 184.23 feet, and a chord
bearing and distance of South 8505T20" East 184.20 feet; thence South
0102118" West 321.75 feet; thence North 88°38'42" West 36518 feet to the
POINT OF BEGINNING, containing 2.768 acres more or less.
1STER
4'•STATE OF
ARK SAS
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GRAPHIC SCALE IN FEET
100
313 0 30'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS, APPROXIMATE
CONVERGENCE ANGLE IS, -000 13'47.6351 ".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000040739.
CorvTAC7: G.SULLIVAN
CHECKED BY: