HomeMy WebLinkAboutS-1574-A Map 2@SSMH
S88629'54"E
`FOUND 190.20' --------
ANGLE IRON
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It-
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N ILU
W
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00
INS
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S 44022'50" E
35.36' CAI.
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31
GENERAL NOTES
1. 13ASIS OF BEARINGS: PAGIS MONUMENTS
2048 AND 2048-A (NAD33, ARKANSAS NORTH)
2. NO PORTION OF THE SUBJECT PROPERTY IS
LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAP,
PANEL NO, 050181 0084 F, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY DATED
OC fOBER 19, 2001
3. 1/2" REBAR WITH CAP SET AT ALL CORNERS
UNLESS OTHERWISE NOTED,
4. ERROR OF CLOSURE EXCEED 1:20,000.
�21' R-O-W AGREEMENT EASEMENT
lNSTRUM§�T N0. 86-11716
S 88'38'42=E
ANGLE IRON
FOUND
SW
COR.
NW1/4, SEC. 22, T-1-N, R-13-W
12"
PINE
® S25'54'09"1N 20.j1'
20"
PINE
@ N12'10'05"E 18.57
R
20"
ASH
@ N55'13'59"E 44.28"
M
W
oPOINT OF COMMENCEMENT
0 ANGLE IRON FOUND
o SW COR. NW1 /4, SW1 /4
SEC. 22, T-1-N, R-13-W
0 16" OAK 0 S41'46'33"E 54.82'
z 12" PINE 0 S03'17'05"W 39,09'
24" OAK @ N24-32'08"W 9.34'
i
11
Date Notes By
Designed
Checked SDG
Drawn SD-
Approved WAS
365.18
665.35'
CURVE & CENIERLINE DATA
A
90'00'00"
0
05'12'10"
R
25.00'
R
3030.00'
A
39.27'
A
275.14'
T
25.00'
T
137.66'
A
49'42'03"
A
05'12'07"
R
25.00'
R
2970.00'
A
21.69'
A
269.65'
T
11.58'
T
134.92'
na -7n•r_n'zz" r
to
6
W
00
T
N
O
z
k
O
A 49'39'34"
A 279'21'34"
R 25.00'
R 60.00'
A 21.67'
A 292.54'
T 11.57'
T 00.00'
0
Q
O
A 90'00'00"
A 139'40'47"
A 05'13'23"
R 25.00'
R 60.00'
R 3000.00'
A 39.27'
A 146.27'
A 273.49'
T 25.00'
T 163.43'
T 136.84'
15' UTILITY
e EASEMENT
S 84"09'26" E 167.72
_�10' UTILITYEMENT '
V.
Ode,
LOT 4
2.169 ACRES±
N 88'38'42" W 189.88'
N 88'38 42 W 296.28'70 '
L E �S-n NIG G1193756 5552 S
THE MERGING OF NRS, INC
GER FIRM - BRAWLEY ENGINEERING CORP.
. SHACKLEFORD PLAZA SUITE 100
LITTLE ROCK, AR 7221 1
375-5331 - [5011 375-7452 FAX
FD. 1/2"
REBAR
W/CAP
SSMH
00
0
N
r�
O
to
FD. 1
REBAR
W/CAP
W
S88'29'54"E 665.09'
NAIL IN DISK
FOUND
1" PIPE FOUND
60.89' EAST AND
1.66' SOUTH OF
NE CORNER OF
SUBJECT PROPERTY
CERTIFICATE OF SURVEYING ACCURACY
I, WM. ALLEN SMITH 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,
5 �
Dote of Execution Wm. Allen Smith
Registered Professional
Land Surveyor
No. 1095
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
1, VERNON WILLIAMS 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 b76��
complied with.
_J 2tn Zao'j . ' h� �iwa+ .
Date of Execution Vernon Williams
Registered Professional
Engineer No. 9551
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 %Na e �W'. LLC
Address 220 North Knoxville Ave.
Russellville, Arkansas 72801
Source of Title: D.R. Page 2007070873
Instrument No.
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 rules and regulations.
D e of Execution L.R. P680%59 Receives: 1i Iz o9 tz:ao:se PM
ComrrA@,$ 9&�d: 01127/2009 12: PM Filed &
Recorded in Official Records of PAT O'BRIEN,
PULASKI COUNTY CIRCUITICOUNTY CLERK
Fees $
CERTIFICATE OF RECO ING
This document,!; umber filed for record
20-64, in Plat Book Page
10 S (Signed)
'A"a�N
NORTHING=136180.6485
EASTIN G=1194052.7517
PART OF THE W 1/2 OF THE S 1/2 OF THE SW 1/4''
OF THE NW 1/4 OF SECTION 22, T-1-N9 R-13-W.
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
Clerk
SSMH
S 8838'42„ E 665.32' PIP
1/20 Z0o5
PROFESSIONAL
REGISTERED
ENGINEER
No. 5t1
FD. 1/2-
REBAR
a N
a
6
A
tl 9
(� e
1 a
��,,� aWIW�FI ROAD
{{ a
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�OJECT
TE
a
a
vIcINITY MAP
Lot 4 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 corner of said Northwest 1/4; thence South 88038'42" East
365.18 feet to the POINT OF BEGINNING NO. 1; thence North 01'21' 18" East 321.75
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 arc distance of
21.69 feet and a chord bearing and distance of South 59019142" East 21.01 feet; thence
continuing along said 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 75°40'57"
East 112.65 feet; thence South 84°09'26" East 167.72 feet; thence South 00°57'22" West
328.78 feet; thence North 88038'42" West 296.28 feet returning to the POINT OF
BEGINNING NO. 1, containing 2.169 acres more or less.
Right of Way Dedication 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 00°37' 10" East
304.27 feet to a point on the proposed Southerly right-of-way line of Remington Cove
and the POINT OF BEGINNING NO.2; thence continuing North 00037' 10" East 110.00
feet to a point on the proposed Northerly right-of-way line of Remington Cove; thence
along said proposed right-of-way line the following nine (9) bearings and distances: 1)
along a curve to the left having a radius of 25.00 feet, an arc distance of 39.27 feet and a
chord bearing and distance of South 44°22'50" East 35.36 feet; 2) South 89°22'50" East
75.00 feet; 3) along a curve to the right having a radius of 3030.00 feet, an arc distance of
275.14 feet and a chord bearing and distance of South 86°46'45" East 275.05 feet; 4)
along a curve to the left having a radius of 25.00 feet, an arc distance of 21.67 feet and a
chord bearing and distance of North 70°59'33" East 21.00 feet; 5) along a curve to the
right having a radius of 60.00 feet, an arc distance of 292.54 feet and a chord bearing and
distance of South 05°50'33" West 77.65 feet; 6) along a curve to the left having a radius
of 25.00 feet, an arc distance of 21.69 feet and a chord bearing and distance of North
59119'42" West 21.01 feet; 7) along a curve to the left having a radius of 2970.00 feet, an
arc distance of 269.65 feet and a chord bearing and distance of North 86°46'47" West
269.56 feet; 8) North 89°22'50" West 75.00 feet; 9) along a curve to the left having a
radius of 25.00 feet, an arc distance of 39.27 feet and a chord bearing and distance of
South 45'37' 10" West 35.36 feet returning to the POINT OF BEGINNING NO.2,
containing 0.790 acres more or less.
G%STEjpF®,,,,
STATE OF
ARKANSAS
, NO..109 1095 �
LAB
FINAL PLAT OF: LOT 4, EPA-TALLEY ROAD ADDITION
AND R.O.W. DEDICATION OF REMINGTON COVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
r pia
Signed
40 20 0 40 80
SCALE: 1"= 40'
500-01N-13W-0-22-430-60-1995
Job: EWI-08-01
Scale: 1"=40'
Date: 06-05-2008
: 208-133