HomeMy WebLinkAboutS-1574-D Map 3= 00'00"
T 25.
T = 25.00'
R = 25.00'
L = 39.27'
N 45037'10" E 35.36' CH.
1/2' REBA
W/CAP FD-
Q
LLJ
J
J
L,-5
®I
0
a
REMINGTON COVE
60' R/W
1/2' REBAR FD. Y IN 1/2' ROAR
W/CAP FD. S 52022"E 125,00' CONCREIE W/CAP SET
C' 15' UTILITY EASEMENT ® 2500 nee'
DOC NO 2015047224
7 — —n}— —
A = 00'49'55"
T = 21.56' "I
R = 2970.00'
L = 43.12' zs
S 88e57'53" E 43,12' CH.;/�/ot
70' BUILDING LINE
1.066 ACRES e
COMMON ACCESS EASEMENT
DEDICATED THIS PLAT
F
FD )( IN
CONCRETE
18 71'
15' U SEMEN—I�
— I DOC NO 2015047224
776 04722'12" _
T = 113.32'
R = 2970.00'
LPPN ACCES EASEMENT L = 226.52'
gTED THI PLAT S 86e21'49" E 226.47' CH.
III
70 BUI� LIN_E—_
LOT 5R
1.702 ACRES t
PREVIOUS LOT LINE
1/2' RBAR 1/2• REBAR — -- — — —
® _ !LC IT x/CAP FD
— N• 88'38'42" W 138.89' — — — — ® — N 881138'42" W 226_29' —
ANGLE IRON FOUND
SW CORNER, NW 1/4,
SECTION 22, T-1—N, R-13—W
CERTIFICATE OF SURVEYING ACCURACY
1, 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 and
Regulations have been complied with.
Zlie ! Date of xecution 4-7
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,
? plat
and subdivide said real estate in accordance with
this
plat.
Date
of Execution
a E RINCE9S INVESTMENTS, LLC_
E
Addressl0 RIDGE DRIVE
LITTLE ROCK, AR 72227
zt Source of Title: DOC. NO. 2015047224
CERTIFCATE OF ENGINEERING ACCURACY
BRADLE A. PETERSON , hereby certify that this
pint correctb represents a plan made by me, and that
the engineerng requirements of the Little Rock Subdivision
Rules and Fegulations have been compli d with.
°-/14iill
irate of Execution Bradt y Peterson
Registered Professional „ CIitC
Engineer No. 13217 ,:0, av V/p
Arkansas
A))
CErrIF'ICATE OF FINAL, APPROVAL� ;
Pursuant to the Little Rock Subdivision Rules and ��s,/ccu'1tI
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
Timis certiffcde is hereby executed under the authority
of said rules and regulatio i
Date of Execution LR. p a ning
Commission
LOT 4
EPA-TALLEY ROAD ADDITION
DOC NO 2009005358
L I ,. V if r1V,1I_V1T,I,. , L/"IJL,., L,VT
INSTRUMENT NO. 86-11716
CERTIFICATE OF RECORDING
This document, number filed for record
20_1 in Plat Book , Page
Clerk
2015079224
PRESENTEE)12-21-2015080211 AM RECORDED 12-21-201502 23 07 Ala
in official Records of Larry Crane CRcuNCounty Clerk
PULASKI Co. AR FEE $15 00
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.
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)
ARKOAS
No. 13217 1'
Sy A. PE��i I itbl)S
LEGEND (EXISTING)
o FOUND IRON PIN EASEMENT —
0 SET IRON PIN RIGHT OF WAY
PROPtRT LINE
ROAD CENTERLINE
:31da
:A8
POU6;S SV
Ilk 9 ivI 1 I
,
9
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p8
RI
t �
t d
>s
s
I!
HIS P
T
I'I
i
,
1
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r
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,
4
err X
VICINITY MAP
N.T.S.
STATE PLANE
COORDINATES
NOR
T HING
EASTING
1
13619 4.9650
1193390.3090
2
136499.2149
1193393.5981
3
136523.9432
1193418.8669
4
136523.1325
1193493.8626
5
136507.9895
1193762.9965
6
136186.3290
1193755.
PROPERTY DESCRIPTION
Part of the West 1/2 of the South I/2 of the Southwest 1/4 of the Northwest 114
of Section 22, Township I North, Range 13 West, Little Rock, Pulaski County,
Arkansas, being mare particularly described as follows:
BEGINNING at the Southwest comer of said Northwest 1/4; thence North
00e37'I0" East 30427 feet to a point on the Southerly right-of-way line of
Remington Cove; thence along said right-of-way he, 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 Nodh 45e3TI O" East 35.36 feet; thence continuing along said
right-of-way line, Soarh 89e22'50" East 75.00 feet; thence continuing along said
right-of-way line, Ina 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 88033'24" East
85.42 feet; thence aontinuing along said right-of-way lute, 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 85e57"20" East 184.20 feet; thence South
01e21'18" West 321,15 feet; thence North 8803842" West 365.18 feet to the
POINT OF BEGIM LNG, containing 2.768 acres more or less.
111111,,,,'
GISTER '
4 ........... .
STATE OF ••.
,ARK SA
96 'BIONj;T
T. S • of ,`N'
"it itnnti�t°�`9
^Vm,
GRAPHIC SCALE IN FEET
30' O 30'
BASIS OF BEARING. GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE [0301),
DETERMINED BY GPS OBSERVATIONS, APPROXIMATE
CONVERGENCE ANGLE IS, -000 IT 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 com
CERTIFICATE OF AUTHORIZATION
OF AUTy��':
CRARON,TULLB r'
F.- ASSOCIATES, INC €
No 109 =O`
'FK1N5A5 Ett31��'kR
FINAL PLAT OF LOTS 511 & 6R,
EPA-TALLEY ROAD ADDITION,
BEING A REPLAT OF LOTS 5 & 61
EPA-TALLEY ROAD ADDITION,
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
REMINGTON COVE
LITTLE ROCK, ARKANSAS
Kay Plan
No Descripnen Data
This document, and the Ideas and designs Incorporated herein,
as an Instrument of professional service, Is the property of
Crafton, Tull & Associates, Inc, and is not to be used, in whale
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc
PROJECT NO 108078.06
ISSUEDATE 10/28/15
CONTACT G SULLIVAN
CHECKED BY
m 2011 Crafter, Tull & Asroclatas, Inc