HomeMy WebLinkAboutZ-9455 Map 30
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LOT 1
1.156 ACt
50' ,ACCESS & UTR.ITY
D011CA,T'RD'_FS PJ:T
76 BUILDING LINE _
P.O.B.,�
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SET 9r el
N 89°22`50' w 75
A = 90'00410"
T - 25.00'
R = 25.01Y _
N 44°22'50' W 35.36' CN
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{ 10` SANI'ARY SEAR
'. EASIMBT DOC. NO,
:?00900043,
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I 1,r110' SANITARi SEWER
EASEMENT VAC. NO,
SET R Ill ( i i:,' I1rlt1'rY r oONCREtE 0 qc M, D EASEMENT_ f --
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LOT 2
1.142 ACf
i5' CAW WM.ER
EASEMENT DOE, NO.
2GGO9005686
LOT 6
F,PA-fALLTY ROAD ADUIHON
DOC. NO. 2011031897
ANGLE IRON FOLIND
SW CORNER, NW 1/4,
SECTION 22, T-1-N, R-13-W
CERTIFICATE OF SURVEYING ACCURACY
GREGORY 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.
2. s"
Dote of Execution Gregd 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,
plot and subdivide said real estate in accordance with
this plat.
Date of Execution Name BWWP VENTURES LLC
Address 220 N. KNOXVILLE AVE.
RUSSELLVILLE AR 72801
Source of Title: DOC. NO. 2007070873
ys.,. t WICAT€O (HIS PLAT
CONCRETE �. ..----•.
A = 0512'10" SET x IN
REMINGTON COVE T = 137.66' CONCRETE
60R W L= 303iL00'
N 86.46'45' W 275-05' CH.
LOT 5
i_PA_TA_LEY ROAD .ADL
DO{;. NO, 20110318'
CERTIFICATE OF ENGINEERING ACCURACY
I BRAL EY 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.
\ 1 1--
Date of Execution Bradle "Peterson
Registered 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 certificate is hereby executed under the authority
of said roes and regulations.
Date of Execution L.R. Planning
Commission
SET IN
OONCRM
A = 49'39'34'
T = 11.57'
R = 25.00'
= .621 T S 70°59'33 1.00' CH.
6RAINA s & UiILTY ' ASU EN T
DB'iCATtr THIS PLAT
2tas�--
LOT 3
2.001 ACf
_ _A- 139'4V48'
T = 163AS
R = 60.00'
` L = 146.27'
` N 63'S9'S1' W 112.65' CH.
--
SET'X' IN L
TE
N 84°09
t t ,.Aw WATER,
T EASEMENT QC. NU
�� 70U9CYUShR6
i
I
LGT 4
EIA.-iALLEY ROAD ADDITION
DOC. NO. 20090r5358
CERTIFICATE OF RECORDING
This document, number filed for record
90 , in Plat Book , Page
(Signed)
Clerk
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 DATEC
JULY 6,2015.
,
ii
ifl` aA#dt?kRY SEWER-°' tti
EASEMENT DOC:. NO
20OgOi-r4943
i ! In
!� LEGEND (EXISTING)
0
FOUND IRON PIN _ _..._. .. _.._
EASEMENT
r
SET IRON PIN RGNT OF WAY
-I-
SET 'X- IN CONCRETE PROPERT LINE — —
ROAD a79TE14M A
i u
FYl V45f.i4R 1J
w 'Or�� "
HIS P T
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------------------
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ej
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 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the Southwest comer of said Northwest 1/4; thence North 009T10" East
414.27 feet to the POINTOF BEGINNING; thence continuing North 009710" East 245.03
feet; thence South 88'29t54" Fast 665.35 feet; thence South 00°5T22" West 328.78 feet to the
Northeast comer of Lot 4, EPA -Talley Road Addition, thence along the North line of said Lot
4, North 84°04'2"'West 167.72 feet to a point on the Northerly right-of-way line of
Remington Cove; thence along :aid right-of-way line, on a curve 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 63°59'51"
West 112.65 feet: thence continuing along said right-of-way line, on a curve to the right
having a radius of 25.00 feet, an arc distance of 21.67 feet, and a chord bearing and distance
of South 70°59'33" West 21.00 Feet; thence continuing along said right-of-way line, on a curve
to the left having a radius of 3030.00 feet, an are distance of 275.14 feet, and a chord bearing
and distance of North 86*4645" West 275.05 feet; thence continuing along said right-of-way
line, North 892T50" West 75.00 feet; thence continuing 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 44022'50" West 35.36 feet to the POINT OF BEGINNING,
containing 187,302.5 square feet, or, 4.299 acres more or less.
i {{{ 2016005941
To of >ai Records of i ArrV f Fe"iFrE% i:A+Cal i:..rkaAnfylerk
PULA SKI CO, AR FEE sI1 S Cr
, fl %a w t i3
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.
1 BASIS OF BEARINGS: ARKANSAS STATE PLANE
COORDINATES. (AR NORTH — 0301)
STATE
PLANE COORDINATES_
NORTHING
EASTING
1 .._........_-1368544,2061
136609.191 1
1193394.6773
1 193397.3261
3
136836 7690
1194062.4475
4
13656E 0370�
1194056.9608
5
_.6
136525.1106
19 93890 1085 _
136574 4969
1193788 8634
7
136567.6586
t193769-.0120
8
136583.1116
._�...
1193494.4012..,_„-,
9
136583.9223
1 193419.4055
c�TATE Op tlttNtut�tur„r
�.�` 0s i F
ARKANSAS !T ',
.` JA GRAPHIC SCALE N '"EET
STATF OF'
2 ERRRR _ AaxAIs
A...
` 2 SIC- ATU,
E 1�ti : BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
I. 51N� ' PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
o. 13217 cu0 C3�' •..3 DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
D<F y A Pu i . b .�`� CONVERGENCE ANGLE IS, -000 13'46.936W,
ills r'rtFttrttttttsS' DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000040736,
10825 Financial Cenieor Parkway, Suite 300
HItiE Rock, Arkariscu 72211
Grafton Tull
e engineering I SL"eyinq
501.664,3245 t 501.664.6704 f
vvv✓w.CralfaniuiLCoin
CERTIFICATE Of AUTHOR]ZATION:
OF AU
1 ASSSOCIATES, INC.
109 � O
9ft'NA5 EPi:`:rid'"g
FINAL PLAT OF LOTS 11, 2 & 3,
EPA-TALLEY ROAD ADDITION,
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
REMINGTON COVE
LITTLE ROCK, ARKANSAS
Key Plan
No... Dasenniw Dare
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tuli & Associates, Inc., and is not to be used, in whole
or in part, for any other protect, without the written
authorization of Crafton, Tull & Associates, Inc.
RROrEn NO,10807807
ISSUE DATE; 12/03/15
CONTACT: G. SULLIVAN
CHECKED a4;
2015 CWv^ 101 & kufaares, iae