HomeMy WebLinkAboutS-1574-D Map 1A = .500'o0"
T = 200'
R = 25.00'
L = 39.27'
N 45037'1On E 35.36' CH.
1/2' REM
W/CAP n
.y
1/2' REBAR
W/CAP ID.,
15' UTILITY EASEMENT
DOC NO 2015047224
Flo. 'X' IN
CONCRETE
A = 00'49'55_J
1/2' REBAR
W/CAP SET
T = 21.56' I "I
R = 2970.00'
L = 43.12' i7/,
S 88057'53" E 43.12' CH,.// / /' 1
70' BUILDING LINE
COMMON ACCESS EASEMENT
DEDICATED THIS PLAT
--------- 1/2'RETAR
®.. ® 1W/CAP :ET
N- 88038'42" W 138.89'
ANGLE IRON FOUND
SW CORNER, NW 1/4,
SECTION 22, T-1-N, R-13-W
CERTIFICATE OF SURVEYING ACCURACY
j 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 SubdivisionZZ7
Regulations have been complied with.
Z 8 i 7
Date of txecution Grego T. Sullivan
Piofessional 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,
plat and subdivide said real estate in accordance with
this plat.
Date of Execution tkide PRINC S INV'cSTMENTS, LLC
Address10 RIDGE DRIVE
LITTLE ROCK. AR 72227
Source of Title: DOC, NO, 2015047224
REMINGTON COVE
60' R/W
17 29' 71
_ 15' U TY AE �
- DOC NO 20150
777A0472 2'12" _
T = 113.32'
R = 2970.00'
IOMMIN ACCES EASEMENT L = 226.52'
)EDI TED THIS PLAT S 86021'49" E 226.47' CI-
1/2- REBAR
w/CAP FD
70 BUI p N NE ---.-
LOT 5R
1.702 ACRES t
PREVIOUS LOT LINE
_ - - N 88038'42" W 226.29' _
CERTIFICATE OF ENGINEERING ACCURACY
1, t3KAULLY A. NLILNJUN , 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 Execition Bradl y , Peterson
RegisfUred Professional
Engineer No. 13217 .%;,N G1RCU/�;°'
Arkansas cod
CER°ZFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and -,
s <,
Regulations, Ind all of the conditions of approval having 0u'Yt� ;o°
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
of said rules and regulat10
NO PORTION OF THE PROPERTY SHOWN IS
r-' LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAP,
Date of Execdion L.R. P a ning PANEL NO. 05119CO434G, PUBLISHED BY THE
Commission FEDERAL EMERGENCY MANAGEMENT AGENCY DATED
JULY 6, 2015.
FD. Y IN
to
n
cV
t+)
Do
13
0
ICD
LOT 4
EPA-TALLEY ROAD ADDITION
DOC NO 2009005358
INSTRUMENT NO.�86-11716
CERTIFICATE OF RECORDING
This document, number filed for record
20-, in Plat Book , Page
Clerk
2015079224
PRESENTED 12-21-2015050211 /J./ RECORDED 12-21-2m5002]07 AM
County Clerk
In OIRINai Records of Larry Crane C,�,„
PULASKI CO, AR FEE $15 00
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)
ARKANA AS
No.13217 c�O
�y A.
1
w ,
•� I� x[ I i
. ------
• Icaae,
aoa
I a
eI m . a
� I 6
Itt HIS P I T
r n "4
-� ______ _________6. �.______-19
_
t v
soe
VICINITY MAP
N.T.S.
STATE
PLANE COORDINATES
NORTHING
EASTING
1
136194.9 650
1193390.3090
2
136499.2149
1193393.5981
3
136523.9432
11.9 3
5418.8669
4
' 36523.1325
1193493.8626
5
36�C7.9895
1193762.9965
L 11_93755.3875
61
_-361816,3290
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:
BEGINNING at the Southwest comer of said Northwest 1/4; thence North
00°37'10" 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 are distance of 39.27 feet, and a chord bearing
and distance of North 45e37'10" East 35.36 feet; thence continuing along said
right -of --way line, South 89e22'50" 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 are
distance of 85.42 fect, and a chord bearing and distance of South 88e3324" East
85.42 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 184.23 feet, and a chord
bearing and distance of South 85e5T20" East 184.20 feet; thence South
0102111811 West 321.75 feet; thence North 88°3842" West 365.18 feet to the
POINT OF BEGINNLNG, containing 2.768 acres more or less.
10,
GRAPHIC SCALE IN FEET
30' 0 '3
BASIS OF BEARING, GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS, -OV 13' 47.6351",
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR=1000040739.
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
engineering I surveying
501 664 3245 t 501 664 6704 f
www craftontull corn
CERTIFICATE OF AUTHORIZATION ....... ,O�Frr......... ,
`"- CRAFTON,TULL& •--'�
_,_.. ASSOCIATES, INC D
o� No 109
��'TANFAS" "TW1'111o.
FINAL PLAT OF LOTS 511 & 6R,
EPA-TALLEY ROAD ADDITION,
BEING A REPLAT OF LOTS 5 & 6,
EPA-TALLEY ROAD ADDITION,
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
REMINGTON COVE
LITTLE ROCK, ARKANSAS
Key Plan
No Descrip0on Date
This document, and the ideas and designs incorporated herein,
as an Instrument of professional service, is the property of
Crahon, Tull & Associates, Inc, and Is not to be used, in whole
or In part, for any other project, without the written
authorisation of Crafton, Tull & Associates, Inc
PROJECT NO 108078.06
ISSUEDATE 10/28/15
CONTACT G SULLIVAN
CHECKED BY
O 2011 Crafton, Tail & Associates, Inc