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PROJECT
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VICINITY MAP
(1"=2000')
BUILDING SETBACKS
(AS PER CITY OF LITTLE ROCK ZONING REGULATIONS
FOR C-3 (GENERAL COMMERCIAL) DISTRICTS.
(1) FRONT YARD THERE SHALL BE A FRONT YARD HAVING A DEPTH OF NOT LESS
THAN TWENTY-FIVE (25) FEET TO THE FRONT LINE OF THE BUILDING. WHERE
THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN TWENTY-FIVE (25) FEET
TO THE PROPERTY LINE, SAID ESTABLISHED SETBACK LINE WILL PREVAIL ON
SUBJECT PROPERTY.
(2) SIDE YARD NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A
RESIDENTIAL DISTRICT; THEN THERE SHALL BE A SIDE YARD WIDTH OF NOT
LESS THAN FIFTEEN (15) FEET. ON A CORNER LOT, THE SIDE YARD ON THE
STREET SIDE OR EXTERIOR SIDE SHALL BE EQUAL TO THE FRONT YARD
SETBACK.
(3) REAR YARD. THERE SHALL BE A REAR YARD HAVING A DEPTH OF NOT LESS
THAN TWENTY-FIVE (25) FEET. IN THE CASE OF A CORNER LOT, HOWEVER,
AND WHEN PROVIDING A TWENTY -FIVE-FOOT EXTERIOR SIDE YARD THE REAR
YARD MAY BE REDUCED TO NOT LESS THAN FIFTEEN (15) FEET.
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.
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KMAU ENTERPRISES, INC. DATE OF EXECUTION
688 E. MILLSAP ROAD, SUITE 200
FAYETTEVILLE, AR 72703
INSTRUMENT NO. 2022066287
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE UTTLE 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.
LITTLE ROCK PLANNING
COMMISSION
fl/I 7-Z
DATE OF EXECUTION
CERTIFICATE OF ENGINEERING ACCURACY:
I, JAMES SHINNEMAN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A SURVEY AND A PLAN OF IMPROVEMENTS MADE BY ME OR
UNDER MY SUPERVISION; THAT ALL MONUMENTS SHOWN HEREON ACTUALLY
EXIST AND THEIR LOCATION, SIZE, TYPE AND MATERIAL ARE CORRECTLY
SHOWN; AND THAT ALL REQUIREMENTS OF THE PULASKI COUNTY
SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY COMPLIED WITH.
Qd")0(--, T,__
JAMES SHINNEMAN
REGISTERED PROFESSIONAL ENGINEER
NO. 15760, ARKANSAS
WEIHE ENGINEERS
10505 N. COLLEGE AVE.
INDIANAPOUS, INDIANA 46280
LN f I ItoZz
DATE OF EXECUTION
CERTIFICATE OF FINAL SURVEYING ACCURACY:
1, BENSON JOHN LEBOEUF, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A SURVEY COMPLETED BY ME, OR UNDER MY
SUPERVISION, THAT THE BOUNDARY LINES SHOWN HEREON CORRESPOND
WITH THE DESCRIPTION IN THE DEEDS CITED IN THE ABOVE SOURCE OF
TITLES; AND THAT ALL MONUMENTS WHICH WERE FOUND OR PLACED ON
THE PROPERTY ARE CORRECTLY DESCRIBED AND LOCATED.
BENSON'JOHN LEBOEUF
REGISTERED LAND SURVEYOR
NO.1900, ARKANSAS
10-151- zots
DATE OF EXECUTION
U:\UrvV\ZUZZ\ZZ—I04U — LOSIey rroperty\PLAI\LU1 5 ANU 4 FINAL PLAI.dwg
q
ES DPRLICENSED
FSIR LE*GIEE
'q,� No. 15760
i�s SH1N4NS .11
SIGN
2
FND 1/2" REBAR
WITH CAP
RIGHT OF WAY DEDICATION
(THIS PLAT)
333.11 S.F. \
t0.0076 ACRES
S87'28'55"E-410.03'
LOT 7
ARKANSAS SYSTEMS OFFICE PARK
OWNER:
RAINWATER & SEXTON PROPERTIES LLC
PARCEL NO. 53LO360100700
WARRANTY DEED NO. 2014012064
ZONE: 0-2 (OFFICE & INSTITUTIONAL)
CHORD=NO4'01'23"W-19.81' FND 5/8' PIN
RADIUS=904.30'
ARC LENGTH=19.81'
�- 25.0-" N1 /
..-20.0�'
01`ALA
/
N ` 1 LOT 4 /
t11.1344 ACRES /
(EXCLUDING DEDICATED 0
RIGHT OF WAY) 0
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0. N8T41'
\ \ co 52"W-361.03'
r, 0. �\ ACCESS EASEMENTiip
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51 15'
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RIGHT OF WAY DEDICATION \\\\\\ O
(THIS PLAT)
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0 60,554.89 S.F. 2 N \\
ti v� A \ t 1.3901 ACRES /� Q 3.
(EXCLUDING DEDICATED
y \ RIGHT OF WAY) / :3 0 \\ to ti ,\\ a.
ZONE: C-3 5.
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Cv
w \ BUILDING ` w \ S�BgCK
S75.57, CO
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61.46' w �rEWL11VE 8' \\ (GO
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w MANHOLE �'`�` ~25 \\\ AR
' 9.78' fir, — \ — w ` (4' TALL) `. / D ��\ \\\\ UN
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11.51 Q� \ _ w Q CO i. \ N1
POINT OF BEGINNING — — _ _ w _, Q M y? / \�\�\\\�\\ TH
FND 1/2' REBAR WITH CAP35.
5 00
\ AD
N75'57'35"W-6.33 — _ `` — LE
(RE
THE
I OWNER:
DAVIDSON REAL ESTATE HOLDINGS LLC
PARCEL NO- 53LO360000306
WARRANTY DEED NO, 2022004199
ZONE: PLANNED COMMERCIAL DEVELOPMENT
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MAP COORDINATES
POINT #
NORTHING (FT)
EAS�6066.94 NG )
2
155930.B9
1175993.76
3
155912.87
1176403.40
4
155562.18
1176315,70
LOT 5
CHENAL/KANIS ADDITION
(UNRECORDED)
OWNER:
JAMES AND BARBARA LASLEY JOINT REVOCABLE TRUST
ZONE: PLANNED COMMERCIAL DEVELOPMENT
GENERAL NOTES:
ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED)
EASEMENTS INDICATED HEREON SHALL BE USED FOR DRAINAGE AND/OR UTILITIES
(UNLESS OTHERWISE NOTED)
DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES.
ERROR OF CLOSURE: EXCEEDS 1:20,000
BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH
ZONE, NAD 83
HATCHED EASEMENTS INDICATED HEREON ARE DEDICATED/CREATED PER THIS
PLAT.
LEGAL DESCRIPTION
PART OF THE WEST 1/2 OF THE SE1/4 OF SECTION 36, T-2-N, R-14-W, PULASKI
LINTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
MMENCING AT THE NORTHWEST CORNER OF LOT 1, CHENAL/KANIS ADDITION
AS INSTRUMENT NO. 2014029913, RECORDS OF PULASKI COUNTY,
KANSAS); THENCE N7557'35"W-6.33' TO A POINT ON THE EASTERN RIGHT OF WAY
E OF CHENAL PARKWAY, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NTINUING ALONG SAID RIGHT OF WAY ALONG THE ARC OF A 904.30' RADIUS CURVE
THE RIGHT, HAVING AN ARC LENGTH OF 316.73' AND CHORD OF
3'25'46"W-315.11'; THENCE LEAVING SAID RIGHT OF WAY S87'28'55"E-410.03';
S14'02'25"W-361.49' TO A POINT ON THE NORTHERN LINE OF CHENAL/KANIS
DITION; THENCE N75'57'35"W-256.41' ALONG SAID NORTH LINE; BACK TO THE POINT
BEGINNING. CONTAINING 2.5567 ACRES, MORE OR LESS.
w _ SS AND EXCEPT ALL DEDICATED ROAD RIGHT OF WAYS
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V�2 u 2 — �/ w \ w
opt 3�W
POINT OF COMMENCEMENT w
-- — 244 91 � � �
NORTHWEST CORNER OF LOT 1, — — z 117 / w
CHENAL/KANIS ADDITION — — IE �1 0
57/
"3 _
S W_25
— - — 4
LOT i
CHENAL/KANIS ADDITION
OWNER:
CHENAL CAR WASH LLC
PARCEL NO. 53LO360900100 711ganm118011
WARRANTY DEED N/A p�` CIR �j4,
— — — — - ZONE: PLANNED COMMERCIAL DI4Rkb�;.
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FRS 'd� j `1(0 °I `- IIIII�IIIINIII�I�IIIIIIIII I�IIIII 2022076966 ,
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PRESEN`C',-'o-.G2. 1211 c+F6. Rf40RDED 11-'S-2022 -2'5 PM
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7 � In Official RecoMs o, Terri Hollingsworth Circuit/County Clerk
PULASKI CO. AR FEE $15.00
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JOE WHITE 9_
w _ & ASSOCIATES, c O
o INC ; z
#3871 Q,
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SCALE IN FEET
20' 10' 0' 20' 40' 60'
DATE
DESCRIP11ON
REVISION
Fit
FINAL PLAT
LOT 3 & 4
CHENAL/KANIS ADDITION
AN ADDITION TO THE CITY OF LITTLE ROCK
BEING PART OF SECTION 36, T-2-N, R-14-W
PULASKICOUNTY,ARKANSAS
0 JOE WHITE & ASSOCIATES, INC.
CIVIL ENGINEERING -CONSULTING SERVICES -LAND SURVEYING
25 RAHLING CIRCLE, SUITE A-2 LITTLE ROCK, ARKANSAS 72223
PRONE: (5()1) 214-9141
DATE: OCTOBER 31, 2022 SCALE: 1" = 20'
PROJECT NUMBER: 22-164D
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