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® S 85 40 43 E ` GENERAL NOTES
275.77' CHORD IPF 1/2" REBAR 1. BASIS OF BEARINGS - STATE PLANE
COORDINATES.
7j e� 5F 2 NPINS SET AT A CORNERSUNL SS NOTED OTHERWISE.
3. ERROR OF CLOSURE EXCEEDS - 1:50,000
ICURVE DATA 77,
Q = 27 51 17' eu/CDI/y \ it15• 40 20 0
I T = 142,06' G S"t. \
R = 572.87' QgCI�
L = 278.51' \ IPF 1/2" REBAR ®-
�4 F DRILLED HOLE H K' O
\^\� 92.g2, IN CONCRETE Cj k F Q
�`\ ® g3. Riw vgRSST
DRAINAGE EASEMENT \ \ 24
I Y
10' EASEMENT 80'
\ DEDICATED THIS PLAT �• R BAR
19.24•
Z A � /\3j43, SET ® -- S g?•32'29" E
e.zs/ \
3.21
CURVE DATA 40' BUILpING S
°D Q = 10e31'21" Ei
I7 / CV'' / T = 100.36'
�• LOT 2 R = 1089.80'
L = 200.15'
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4.455 ACRES +
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a• /� LOT 3 s Im
4.000 ACRES + zl IN
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EXISTING 10' EASEMENT TO AP&L
INST. NO. 83-17054 \ �\
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LOT 2R �\
PLAT BOOK B, PAGE 123
PROPERTY DESCRIPTION
Part of the Northeast 1/4 of Section 9, Township 1 North, Range 13 West,
Little Rock, Pulaski County, Arkansas, more particularly described as
follows:
Commencing at the Northeast corner of said Section 9; thence South
43"45'44" West 82.71 feet to a point on the West right-of-way line of
Shackleford Road; thence along said right-of-way line, South
02607'00" West 653.25 feet to the POINT OF BEGINNING; thence
continuing along said right-of-way line, South 02.16'05" West 64.83
feet; thence continuing along said right-of-way line, South 02008'54"
West 209.97 feet; thence continuing along said right-of-way line, South
00035'32" East 72.45 feet to the Northeast corner of Koger Executive
Center Unit 1, as recorded in Plat Book "A", Page 895, in the office of the
Circuit Clerk of Pulaski County, Arkansas; thence along the North line of
said Koger Executive Center, North 87648'39" West 373,41 fast;
thence North 71°46'06" West 504.57 feet; thence North 05°3<"'37"
West 389.18 feet to a point on the Southerly right-of-way line of
Shackleford West Boulevard; thence along said right-of-way line on a
curve to the right having a radius of 572.87 feet, an arc distance of 278.51
feet and a chord bearing and distance of South 85.40'43" East 275.77
feet; thence continuing along said right-of-way line, South 71°42'53"
East 178.77 feet; thence continuing along said right-of-way line, South
71053'04" East 217.63 feet; thence continuing along said right-of-way
line on a curve to the left having a radius of 1089.80 feet, an arc distance of
200.15 feet and a chord bearing and distance of South 82.32'29" East
199.86 feet; thence continuing along said right-of-way line, South
87.27'51" East 11,37 feet; thence continuing along said right-of-way
line on a curve to the right having a radius of 40.00 feet, an arc distance of
62.91 feet and a chord bearing and distance of South 42`55'17" East
56.63 feet to the POINT OF BEGINNING, containing 8.459 acres, more or
less.
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IPF 1/2" REBAR
\ \\ 40' BUILDING SETBACK M
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REBAR Cl)
EXISTING 10' EASEMENT TO AP&L ipa
33, \ INST. NO. 83-17054 co 1`i
IPF 1/2" REBAR ® 119.65• - - - - ,�_ CO)
IP
N 67" 46' 39" W - ET 45.00
IPF 1/2" REBAR 373.41'
IPF 1/20 REBAR DRILLED HOLE
IN CONCRETE
STATE
PLANE
COORDINATES
T
NORTHING
EASTING
1
148663.72
1193784.02
2
148598.95
1193781.45
_
3
148389.11
1 19 3773.64
4
148316.69
1193774.33
5
148330.91
1193401.18
6
148368.79
1 19 3285.9 7
7
148488.81
1192921.95
8
148876.17
1192884.36
9
148855.39
1193159.34
10
148799.30
1193329.08
11
148770.49
1193417.18
12
148731 .63
1193535.92
13
148705.69
1193734.10
14
148705.19
1193745.45
KOGER EXECUTIVE CENTER UNIT 1. PLAT BOOK "A". PAGE 895
FLOOD PLAIN CERTIFICATION
O•
NO PORTION OF THE PROPERTY SHOWN IS LOCATED,,
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
v- BY THE FLOOD INSURANCE RATE MAP, PANEL NO. •." il�y Nc�S,..'
050181 0010 E, PUBLISHED BY THE FEDERAL ••., iF1 .
EMERGENCY MANAGEMENT AGENCY DATED NOV. 3, 1993.
ALL PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
"X" ON THE ABOVE REFERENCED MAP.
DATE: A!5f I
LGfr�T. SULLIVAN
AR PLS NO. 1096
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STATE OF'••
Ax9"110
ATURE Z.'
T
L T1,4111111110"�'1v1(Y`�
NE CORNER SECTION 9,
T-1-N, R-13-W
44" W
.1,
N.T.S.
CERTIFICATE OF SURVEYING ACCURACY
l GREGORY T. SULLIVAN , hereby certify that
this plot 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.
DU
Date of Execution GregorySullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, WES LOWDER , 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
complied with.
9 � y047 G� 66V�
Date of Execution Wes Lowder
Registered Professional
Engineer No. 4943
Arkansas
CERTIFICATE OF RECOr��IG
/ his d cument, number, L iled for r cord
i�,P.Iat Book _A�_, Page ' 3
"Cr
4 !.
(Signed) L -L�Z-22��,
Clerk R Recorder
Clerk
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. i
Date of Execution
Name Shackleford West, LLC
Date of Execution Address 425 West Capitol Ave,
Little Rock, AR
Instrument No. 98-081946
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.
L/6
Date of Execution N e Lexus Land, LLC
Address 1624 North Shackleford
Source of Title: D.R. Page Little Rock, AR
Instrument No. 99072951
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.
�"� ` �_
Date of Execution d'a=L.R. Planning
Commission
®
THE
MEHLBURGER
FIRM
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G3GM�3G Old DOCMI II�RV@VERIFY
THE PLANS AND SPECIFICATIONS INCORPORATED
HEREIN, AS A PRODUCT OF DESIGN SERVICES,
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN
WITHOUT EXPRESS WRITTEN PERMISSION.
THE MEHLBURGER FIRM
O ffiN
BARAR ISONE INCH ON
ORIGINAL DRAWING,
a ®- 1„
IF NOT ONE INCH ON
THIS SHEEr, ADJUST
SCALES ACCORDINGLY.
SURVEY OF PART OF THE NE 1 /4,
SECTION 9, T-1-N, R-13-W,
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
FINAL PLAT OF LOTS 2 & 3
SHACKLEFORD WEST SUBDIVISION - PHASE I,
TO THE CITY OF LITTLE ROCK, ARKANSAS
SHEET
DR
DWG
NO.
CHK
DATE 4 /4/00
APVD
NO.
DATE
REVISION
BY
APVD
PRO
NO ZOO-177
tot South Izord ❑ Little Rock, AR 72201 0501/375-5331
FINAL PLAT
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