HomeMy WebLinkAboutZ-4470-M Map 8WELLINGTON PRINWOOD,� LLC
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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, _ - 'HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, THAT ALL
SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
WITH AND A COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED
FOR RECORD AS REQUIRED.
DATE OF EXECUTION
REGISTERED PROFESSIONAL
LAND SURVEYOR N0.
ARKANSAS
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, . HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION
REGISTERED PROFESSIONAL
ENGINEER NO.
ARKANSAS
CERTIFICATE OF PREUMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A
PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF THIS PLAT IS
HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES
AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE:
DATE
DATE OF EXECUTION
SITE INFORMATION.
.
1. DEVELOPER INFORMATION:
Commercial Realty, LLC
P.O. Box 22407
Little Rock, AR 72221
Phone: (501) 219-0919
Fax: (501) 219-0755
NAME, LITTLE ROCK PLANNING
COMMISSION
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 DESCRIEED AS FOLLOWS:
STARTING AT THE SOUTHWEST CORNER OF LOT 5, CHENAL COMMERCIAL PARK, (RECORDED IN PLAT
BOOK E, PAGE 425); THENCE SOUTH 82 DEGREES 03 MINUTES 16 SECONDS EAST ALONG THE
SOUTHERLY LINE OF THE SAID LOT 5 A DISTANCE OF 88.85 FEET TO THE POINT OF BEGINNING;
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 ALONG 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
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 SQUARE FEET OR 6.208 ACRES MORE OR LESS.
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VICINITY MAP SCALE N.T.S.
CURVE TABLE
Pg LEGEND (EXISTING)
LENGTH
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9111848
FOUND IRON Pw
1.2111=
EASEMENT
CHORD LENGTH
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UCHT POLE
--__--___—
50°04'46”
TR
PONEA POLE
CURB
152,18'
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SANITARY SEWER CLEANOUT
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88015'32"
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STORM SEWER PIPE
5440 12' 38"E
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WATER UNE (SPECIFY SIZE W TMPD
88057'49"
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WATER VALVE
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UNDERGROUND 11LE11SICW
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VICINITY MAP SCALE N.T.S.
CURVE TABLE
CURVE /
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
CES
329.27'
376.72'
50°04'46”
N07" 06' 24"W
318.89'
C7
152,18'
725.05'
12001'33"
S70" 17' 47"W
151.90'
C9
48.86'
30.00'
93018'44"
N580 42' 12"W
43.63'
C10
48.81'
30.00'
93°13'36"
N340 33' 58"E
43.60'
C11
46.21'
30.00'
88015'32"
S13" 34' 45"W
41.78'
C12
155.19'
326.72'
27019'14"
5440 12' 38"E
154.32'
C13
46.58'
30.00'
88057'49"
1 N76° 28' 42"W
42.04'
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 OVED 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 f'RONTAGE ON AT LEAST ONE (1) ABUTTING STREET, WHETHER FOR
SINGLE OR MULTIPLE. BUILDING/LOT DEVELOPMENT.
*SEE ZONING ORDINANCE FOR ADDITIONAL RESTRICTIONS,
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' O 40'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS, -00e 1521.54783".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000039347.
10825 Financial Cenier Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
0 engineering I surveying
501.664.3245 t 501.664.6704 If
www.craftontull.com
CERTIFICATE OF AUTHORIZATION:.........
jyC
CRAFTON, TULL &
ASSOCIATES. INC.
z� No. 109
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4F EE& ,
rANSAS END\N
PRELIMINARY PLAT OF
LOT 1 & 5
CHENAL PARK CENTRE
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.
NSI RUCTION .
PROJECT NO: 15806600 GO e'QCO
ISSUEDAT& 11/4/15 �0 THIS
CONTACT: B. PETERSON DOCUMENT IS N
CHECKED BY: Z PRELIMINARY IN �.
NATURE AND IS NOT
PRELIMINARY w AFINAL,SIGNED o
PLANS z AND SEALED
DOCUMENT _a
2015 Crofton, Tull & Associates, Inc. fib' 00
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