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LOT 1
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TRACT DESCRIPTION: (AS PER SURVEY)
PART OF THE NW1/4 OF SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST, IN THE CITY OF LITTLE
ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
.ES AND
STARTING AT THE SOUTHWEST CORNER OF LOT 5, CHENAL COMMERCIAL PARK, (RECORDED IN PLAT
rTAL TO A
BOOK E, PAGE 425); THENCE SOUTH 82 DEGREES 03 MINUTES 16 SECONDS EAST ALONG THE
THIS PLAT IS
SOUTHERLY LINE OF THE SAID LOT 5 A DISTANCE OF 88.85 FEET TO THE POINT OF BEGINNING;
SAID RULES
THENCE CONTINUING SOUTH 82 DEGREES 09 MINUTES 53 SECONDS EAST ALONG THE SAID SOUTHERLY
LINE OF LOT 5 A DISTANCE OF 336.93 FEET; THENCE ALONG SAID SOUTHERLY LINE ON A CURVE TO
THE RIGHT HAVING A RADIUS OF 376.72 FEET, AN ARC LENGTH OF 329.27 FEET AND A CHORD WHICH
BEARS SOUTH 57 DEGREES 06 MINUTES 24 SECONDS EAST 318.89 FEET; THENCE ALONG SAID
SOUTHERLY LINE SOUTH 31 DEGREES 54 MINUTES 40 SECONDS EAST 7.66 FEET; THENCE AL014G SAID
SOUTHERLY LINE ON A CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FEET, AN ARC LENGTH OF
_--_
46.58 FEET AND A CHORD WHICH BEARS SOUTH 76 DEGREES 28 MINUTES 42 SECONDS EAST 42.04
ANNING
FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF CHENAL PARKWAY, (50' RIGHT OF WAY);
THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING COURSES AND DISTANCES: (1)
ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 724.07 FEET, AN ARC LENGTH OF 18.78 FEET AND
A CHORD WITH BEARS SOUTH 58 DEGREES 10 MINUTES 03 SECONDS WEST 18.78 FEET; (2) THENCE
SOUTH 57 DEGREES 42 MINUTES 33 SECONDS WEST 263.84 FEET; (3) THENCE ALONG A CURVE TO THE
RIGHT HAVING A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 621.24 FEET AND A CHORD WHICH
BEARS SOUTH 77 DEGREES 20 MINUTES 52 SECONDS WEST 609.11 FEET; THENCE, LEAVING SAID
NORTHERLY RIGHT OF WAY LINE, NORTH 19 DEGREES 46 MINUTES 21 SECONDS EAST 552.28 FEET TO
THE POINT OF BEGINNING. TRACT CONTAINING 270,400 SOUARE FEET OR 6.208 ACRES MORE OR LESS.
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ZONING:
THE SUBJECT SITE IS CURRENTLY ZONED C-2 (SHOPPING CENTER DISTRICT) PER CITY
OF CITY OF LITTLE ROCK PLANNING DEPARTMENT (501)-371-4792.
(d) HEIGHT REGULATIONS. NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY
ALTERED SHALL EXCEED A HEIGHT AT THE REQUIRED FRONT, SIDE OR REAR YARD
SETBACK OF FORTY-FIVE (45) FEET.
(e) AREA REGULATIONS:
(1) YARD SETBACKS. THE REQUIRED FRONT, SIDE AND REAR YARD SETBACKS SHALL BE
A DISTANCE OF NOT LESS THAN FORTY (40) FEET FROM THE PROPERTY LINE TO THE
RESPECTIVE FACE OF ANY BUILDING.
(2) SITE AREA. THE MINIMUM SITE AREA FOR THIS DISTRICT SHALL BE FIVE (5)
ACRES, EXCEPT IN THOSE INSTANCES WHERE A SUBDIVISION SITE PLAN AND PLAT
PROPOSING PERIPHERAL LOTS AND MULTIPLE OWNERSHIP IS APPROVED BY THE
PLANNING COMMISSION. THE PLANNING COMMISSION SHALL ESTABLISH THE SIZE,
ORIENTATION AND ACCESS TO MULTIPLE LOT C-2 DEVELOPMENT WITH SPECIAL
EMPHASIS ON INTERIOR CIRCULATION, CURB CUTS AND SITING OF PHYSICAL
IMPROVEMENTS. IN ADDITION, THERE SHALL BE NOT LESS THAN THREE HUNDRED (300)
FEET OF DISTRICT FRONTAGE ON AT LEAST ONE (1) ABUTTING STREET, WHETHER FOR
SINGLE OR MULTIPLE BUILDINGAOT DEVELOPMENT.
LEGEND (EXISTING)
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VICINITY MAP SCALE N.T.S.
CURVE TABLE
CURVE j
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
276.94'
904.93'
17032'05'
N88" 14' 50'E
275.86'
C2
48.28'
904.93'
3003'25"
N77" 57' 05"E
48.28'
C3
247.99'
904.93'
15°42'06"
N68" 34' 20'E
247.22'
C4
48.02'
904.93'
3002'26'
N59" 12' 04"E
48.02'
C5
18.78'
724.07'
1029'10"
N58" 10' 03"E
18.78'
C6
46.58'
30.00'
88057'49'
N76" 28' 42"W
42.04'
119.27'
376.72'
18"08'26'
N41" 08' 14"W
118.78'
210.00'
376.72'
31"56'20"
N66" 10' 37"W
207.29'
F
39.72'
749.91'
3°02'04"
S59" 11' 45"W
39.71'
205.54'
749.91'
15e42'15'
S68" 33' 54'W
204.90'
40.02'
749.91'
3e03'27'
S77" 56' 45"W
40.01,
C12
194.28
749.91'
14P50'37'
S86" 53' 47"W
193.74'
C13
621.24'
904.93'
39e20'01'
N770 20' 52"E
609.11'
FLOOD PLAIN STATEMENT
A PORTION OF THE PROPERTY SHOWN HEREON IS
LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAPS,
PANEL NO. 05119CO341G, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED
JULY 6, 20151. THE PROPERTY SHOWN HEREON IS
IN ZONE AE AND ZONE X.
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GRAPHIC SCALE IN FEET
40' 0 40
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
0 engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.conn
CERTIFICATE OF AUTHORIZATION: ,11110' "°uu,,,
CAP�� O F
"- CRAFfON, TULL &
�. ASSOCIATES, INC.
tLr No.109 ~_
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4'p'TANSAS EN��NYEp
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PRELIMINARY PLAT OF
THE CENTER AT CHENAL
CHENAL PARKWAY
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crofton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
'0gj RUGTIa,y
PROJECT NO: 15806600 GO
ISSUEDATE: 11/4/15 �O� THIS
CONTACT: B. PETERSON DOCUMENT IS
CHECKED BY: 2 PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY W A FINAL, SIGNED
PLANS b AND SEALED
DOCUMENT ao
Ci 2095 Crafton, Tull & Associates, Inc. �'6' GG
' NOlianaiSN
*SEE ZONING ORDINANCE FOR ADDITIONAL RESTRICTIONS.
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS, -000 15' 21.54783".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000039347,