HomeMy WebLinkAboutS-1574-C Map 3LOT 1
1.156 ACC
5
W' ACCESS & LIT11TY
X=AITID THIS PLAT
7D' BUILDM L
P.oa
Msu y ON
CONCWT
T 25.aa'
R - 25,W
N 44°Y2'5W W 35.36 CK
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jj -10' SANITARY SEVW..R
EASL :NT Dor, NO,
P
I - tf}' SANITARY FAWi"R
EASEWAI DM No.
11009004943
SEr'iC N! ..� 7— ems.
eAW WATER
r EASENE"NT DOC, NO.
2culs6as
LOT 6
EPA-TAILI Y ROAD ADDITION
DO£, N.O. 2011031897
t
CERTIFICATE OF SURVEYING ACCURACY
I, I , 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
We,
the
undersigned,
owners of the real estate shoran
and
described herein,
do hereby certify that we have
laid
off,
platted and subdivided, and do hereby Jay Off,
plat
and
subdivide said
real estate in accordance with
this
plat
1� f -. 4
Date
of
Execution
Name BWVVP VENTURES L€C
Address 220 N. ICNOXVELLE A`1EE.
RUSSELLM"I AR 72801
Source
of Title. DOC. NO. 2007O7ti873
s fsTt#hre EAscvEur
'*� -2�.9D' LTDICAWD THIS FIAT —
III
SETSS m
ON i MOE
�h = 051VIC
REAIItdGTON Chair T = t37.sef'
I i ; "` _ --` --t---5 oar
—
50 R%Yd
N 86046'45° W 275.05' CH.
t i
i
LOT 5
EPA-TALLEY ROAD AOI
DOC. NO. 20110318
CEF'ITFICATE OF ENGINEERING ACCURACY
BRQLEY A. PEfERSON , hereby certify that this
plat correctly represents a pion mode by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
.
Dote of Execution Brad . eterson
Regi 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 certficate is hereby executed under the authority
of said ales and regulations.
if
Date of Execution L.R. Planing
Commission
T . 11.57
R = 25,00`
g11 T
S 70-59"'33*'W 21.06' CH.
tM{ , Pi
LOT 3
2.001 AC±
4.
\_\ 3 - 139*40'48�
T - 163.43'
R ='0'0 '
L - 146.27'
N 63'S9'51' W 11265' CH.
1 4
SET YIN
ar 1, at
t�.AN WATER
EASMNT DCC. NO,
2DOW5r,16
LOT 4
EPA- 'AI_E.Y ROAD ADDITION
DOC, NO. 2009005,358
CERTIFICATE OF RECORDING
This document, number filed for record
211in Plat Book , Page
(Signed)
Cleric
FLOOD PLAIN 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.
3
*Ci SANITARY SEAER-'4"_ {
EASENI:NI DOC. NO.
z>
moo" }
F I
vs
OWNER SUBDIVIDER:
BWWP VENTURES, LLC
220 N. KNOXVILLE AVE.
RUSSELLVILLE, AR 72801
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s
w •
�" I� 11 1 IIII�IIJ�IIII
0 FW IRON Pitt EA - ._.-T.
• SET " PEN Rt#&#T OF WAY
+ SET `X' IN CORCRM PR€ ERT l!t& •�
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' - ........ ~' r
VICINITY MAP
N.T.S.
PROPERTY DESCRIPTION
Part of the West 112 of the South 112 of the Southwest 11,4 of the Northwest 114 of Section 22,
Township I North, Range 13 West, Little Rock, Pulaski J'oumy>, Arrkarim, taming more
particularly described as follows:
Commencing at the Southwest comer of said Northwest 1 t4, them North 0003T10" Ea
414.27 feet to thePOiNTOF BEG1N'-11NG: there mritinving North riWIT Ill" East 245.03
feet; thence Smith 8MY54" East bb ;35.78 feet to the
Northeast corner of LaQk'"A-Talkv Road Adds tip n thence Wong the NordT line of said Lot
4, Nadi 84°09°27" West .t 7l, feet jotor: : '- tEeriy ridt-of way line of
Rwhtgton Cove; tfiaence Tong said right-of-way iinc. on a curve to the left having a radius of
60-00 feel, an are d'Estanceof 14627 feet, and a chord bearing and distance of North 630SV5111
West 11165 feet; thence tont=4 along said right-of-way line, on a curve to the right
wing a radius of 25.00fest, an air. distance of 21.67 feet, and achord bearing and distance
of South 70"59 33" West 21.00 feet thence continuing along said right-of-way line, can a curve
to the left having a radius of 3030,00 feet, an arc distance of 275,14 feet, and a chord beating
and distance of North 86°4645" West 275.05 feet+ thence continuing along said right-of-way
line, North 8922'50" West 75.00 feet, thence continuing along said right-of-way Jim, on a
curve to the right having a radius of 25.00 feet, an are distance of 39.27 feet, and a chord
bearing and distance of Notch 44°2250" West 35.36 feet to the POINT OFBEGINNING,
containing 187,302.5 sgue feet, or, 4,299 acres more or less.
2016005941'
r �t':E�2 h'avaErtz .rH-�-:Y z„r'aE Cernz4ta�IIsmty C`,l�r&
PUL,ASM 00, An FEf $15;Nti
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ARKANAS
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a.13217 L'
00
STATE PLANE C
DINATES
NORTHING
ING
1
136609.1311
_Ai- d�
119u ��7
_ 2
13b$54.20ta?
„94
119:3397 3261...
3
_
13683.769t1..-
11 4}Ea2,_4475
4
_.. 1365080370
1-194 56-9608
5
._..
1365 5.1106 �
t 193 90,1085
6
136574.4969_
1193788 8634
7 A
136567.6586
1193769 012
8
i365 3.111..
1 j 9 494 401,2"
9
t56 3,9223 .
_ 1 -9-- 9.4C1_,5
i x�IRtt,�
GRAPHIC SCALE IN FEET
r.,O' 0 40'
BASES OF BEARING. GRID NORTH, ARKANSAS SIA..TW
PLANE COORDINATE SYSTEM, NORTH ZONE (030 i ),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS , -0 13' 4S.93W,
DISTANC S ARE STATE PLANE GRID DISTANCES,
COMBINED ADJUSTMENT FACTOR =1, 736.
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