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I ���+�y sN 1 2'S0" W 75
---- 6 = W W
T - 25.00'
R - 25,W
N 44'22'5C W 3536CK
LOT 1
1.156 AC±
50' AGC£SS & UTitTY
DEDICATED ?415 PLAT
V MIrrLDING UNE
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IV SANITARY a*,R
EASEMENT OX NO.
20OM4943
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LOT 2
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J10' SANITARY SF..WFR
/` EASEMENT DOC. NO.
----{ 2009004943
SET X 9i J 75' U?iaPfY 7777 EkT
�5.0" �DlGATFO THIS PLAT \
serlx H
--a = 051290'
0"ITLIG �0Ur T = 137.66'
_ 6ti' R /W --___
f *t L = 275.1d
N 86'46`45' W 275.05' CH.
3--
'cs EASEMENT DOC. NO.
z
LOT 6
EPA-TALLEY ROAD ADDITION
DOC. NO, 2011031897
ANGLE IRON FOUND
SW CORNER, NW 1/4,
SECTION 22, T-t-N, R-13-W
CERTIFICATE OF SURVEYING ACCURACY
I, GREGQI Y T, SULLIVAN , 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 an
Regulations have been complied with.
Date of Execution Grego T. Sullivan
Professional Land Surveyor
No. 1096
Arkansas
r i S12 �'�l�l li�tr N
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 plot
Dote of Execution Name EWWP VENTURES LLC
Address 220 N. KNOXVILL.E AVE.
RUSSELLM LE AR 72801
Source of Title: DOC, NO. 2007070873
LOT 5
EPA-TALLEY ROAD ADDITION
DOC. NO. 2011031897
CERTIFICATE OF ENGINEERING ACCURACY
BRADLEY A. PETERSON , hereby certify that this
plat correctly represents a plan mode by me, and that
the engilieering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
a i /)
Date of Execution Brad eterson
Regis ered Professional
Engineer No. 13217
Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certiicate is hereby executed under the authority
of said ales and regulations.
Date of xecution L.R. Planning
Commission
T tllzr
R = 25.00'
= sr
S 70°59.00' CH.
DRAINAGE & IS PLY EA;M1Adi,.NT _....�'`
DEMCATn THISPt.Ar
LOT 3
2"001 AC±
T = 163AS
R - 60,00'
1 L 146,27'
1 N 63'S9'51* W 112.65'�CH.
...15' "A.W WATER _.
EASEMENT DOC. NO,
2DO9005i386
_ LOT 4
/ EPA-TALLEY ROAD ADDITION
- - DOC. N0. 2009005,358
CERTIFICATE OF RECORDING
This document, number filed for record
in Plat Book , Page
(Signed)
Clerk
FLOOD PLAIN STATEMC,UT
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.
LEGEND (EXISTING}
0
00M Loom
FOUND IRON PIN EASEMENT
SET rfNYA PIN RIQ4T OF WAY
+
SET "r IN aNCRETE PROPERT LINE _,•• ••••. _•_,•••
READ aNT04 NE
5 j
11
16 SANITARY SE'Y4f;R_4 ` tt1
EASEM1ttI Do No, i
ltfis3 Nit 43 l
I U1
VICINITY MAP
N, T. S.
PROPERTY DESCRIPTION
Part of the West 1f2 of the South 112 of the Southwest I A of the Northwest 1i4 of Section 22,
Tow€tship I North, Range 13 West. Little Rock, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the Southwest comer of said Northwest 114, thence North 0013TIO" East
414.27 feet to the POINT OF BEGf NNING; thence continuing North W37' I r East 245.03
feet; thence South 88a V4" Fast 665,35 feet; thence South W5T22" West 328.78 feet to the
Northeast corner of Lot 4. EPA -Talley Road Addition, thence along the North line of said Left
4, Noah 84'09'Z 7 West b7 72 fiat to a point on the Northern, right-of-way line of
Remington Cove; thence 4ong said nght-ofway line, on a can c to the left having a radius of
60,00 feet, an arc distance of 146.27 feet, and a chord bearing and distance of North 63059'51"
„ West 112.65 feet; thence jontinuing along said right-of-way line, on a curve to the right
" having a radius of 25.00 feet, an are distance of 21.67 feet, and a chord bearing and distance
of South 70°59'33" West 21.M feet; thence continuing along said fight -of -way line, on a curve
m to the left having a radius of 3030,00 feet, an arc distance of 275,14 feet, and a shoed bearing
and distance of North 86Q46'45" West 275.05 feet; thence continuing along said right-of-way
3 �1 line, North 8922'5O"' West 75.00 feet; thence continuing along said right-of-way lute, on a
curve to the right having a radius of 25.00 feet, an arc distance of 39.27 feet, and a chord
£'F ^ bearing and distance of Nash 44°225r West 35.36 feet to the POINT OF BEGINNING,
containing 187,302.5 square feet, or, 4.299 acres more or less.
2016005941
"O�aENTP;; S{g, aif,n,,a�-A3 gsa.� }A•,ffa4;� :2-.S.Ii;
In lei Rmonts of Larry crane C"AwCo"My Clark
F`UtASK1 CO, Act F E $4Soo
f AS i zot b 00 5140
OWNER & SUBDIVIDER:
BWWP VENTURES, LLC
220 N. KNOXVILLE AVE.
RUSSELLVILLE, AR 72801
GENERAL NOTES:
1. 1 /2 REBAR SET AT ALL CORNERS UNLESS
OTHERWISE NOTED.
2. ERROR OF CLOSURE EXCEEDS 1:25000.
3. BASIS OF BEARINGS: ARKANSAS STATE PLANE
COORDINATES. (AR NORTH - 0301)
STATE
PLANE CO RDINA ES
_-- ' _
NORTHING
'�_A_5T1NG
1
136609.1911
1193394.6773
_ - 2--
-- 3 --
1368541061
- 136836 .7690
- 11933 97,32 1
1 T64F062.4475
__ 4 _
_ 5
6
13 5508_6370.---
� 36525-1106 _
1365744969
...._-
11 9405159608
1 193890,1085
,,-. _ -
113378t3 8634
136567.6586
1193769.0120
1�_...._
- 8
t36583,t_176
' 119349_4,401 _
9
t 36583.9223
1193419,4055
100 gTATE Op \\\\\,\fnu(trs 11"
Or SAS r �O1STF.n _'%,
y * ' STATE OP'
Via.13r2117 0� %r�1'3 T'',,��S
GRAPHIC SCALE TN FCy r
BASIS OF REARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH TONE I0301},
DETERMINED SY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE 1S , -V IN 4036W.
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1,00004073d.
74}f3'e`,5 'trK]r,r,3FaI Cent& Parkway,';.Pe,Kk
Lititz" 6:: )ck, Askorims 72211
ra"On Tull
�� �rlerxGt� l siRv�arC
5OI,664-3245 t :,Oa,664,7n4I
wy,Nt.ci>afS:�ri�aiic;,uTi
CIRTIRCATB OfAUTHCAUATtM, -
CRAFTaN, n1Li6
Rq 845 e wti"
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Pau6iS •A9
ldld IVNld
FINAL PLAT OF LOTS 1t 2 & 31
EPA-TALLEY ROAD ADDITION,
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
REMINGTON COVE
LITTLE ROCK, ARKANSAS
Kor Haft
This document, and the ideas and designs Incorporated herein
at an instrument of profession[ saruice, is thrr property of
Crafton. Tull & Associates, Inca, and is not to be used, In what,
Or in part, for any other project, without the written
authorization of Crafton, Tux & Associates Inn.
PROifCi NO, 10807807
tSWi DATE I 03P15$!a3/1 ra.. •-�.•»
CONTACT G.SttLLIVAN
CKIECKED sv.
' xer= Crahro Toii & AaSR<la m 4m ,