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Home My WebLink AboutS-0969-I Map 1478 0 WELLINGTON CENTER AT CHENAL WCD) LJ LOr 1 WELLINGTON CENTER AT CHENAL (INSLR. NO. 2013031030) �/� / �25' BLDG; SETBACK'�� h ' \ �, SOT 3 J 35120.23 SQ IT/ 0 81, ACRES a 10 N to 1 / ro Cb,ee. WIN/t.e wee 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 NO. 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 PRELIMINARY 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 is If TRACT DESCRIPTION: (AS PER SURVEY) THE SUBJECT SITE IS CURRENTLY ZONED C-2 (SHOPPING CENTER DISTRICT) PER CITY OF CITY OF LITTLE ROCK PLANNING DEPARTMENT (501)-371-4792. 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: (d) HEIGHT REGULATIONS. NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY STARTING AT THE SOUTHWEST CORNER OF LOT 5, CHENAL COMMERCIAL PARK, (RECORDED IN PLAT ALTERED SHALL EXCEED A HEIGHT AT THE REQUIRED FRONT, SIDE OR REAR YARD BOOK E, PAGE 425); THENCE SOUTH 82 DEGREES 03 MINUTES 16 SECONDS EAST ALONG THE SETBACK OF FORTY-FIVE (45) FEET. LEGEND (EXISTING) o 211111M F00ND INN PIN LREM EASFAIFNT UWT POLE w. POVEA POLE CURB a TEIEPHWE PEDESTAL 0 TV PfNESTAL INI1FRImGTE IXN1OLM 0 MµxaE DtlX WN OLM " SANITARY SW]t OLENMWT SS o GAS METER SANITARY SEWER LINE G 04 GAS was: n� IUE C===� skid Y PEE W DOWN WY 'WATER LDE (SPECIFY Sal a TYPO X WATER VALVE -6- FIE HYDRANT ASSEMBLY UAFAGROIAN TszP TIE 1ST AIR RaEASE VALVE NIDERCRI MO ETECIRTG A FIE DEPARTMENT CQRECIION O WATER METER OVERHEAR ELECTRIC ® SPRINKIM IE.AD UGTV a E>E=PEDESIAL IwOERmOLW✓O 1F1EVL4W OHTV r-, ■ (WGIm IIWET oWVRem 1Ew90N IEI OIAINI LMK iOl(E IL DROP INLET <; BALM wolf FENl4_... ..... ..,.. FREE FIRM OPTIC RIGHT OF WAY � TREE TO BEIwAIOVED ROID CENEHIRE xr n M aw rwaa w" � VICINITY MAP SCALE N.T.S CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 276.94' 904.93' 17032'05° N880 14' 50"E 275.86' C2 48.28' 904.93' 3003'25" N770 57' 05"E 48.28' C3 247.99' 904.93' 15"42'06" N680 34' 20"E 247.22' C4 48.02' 904.93' 3e02'26" N590 12' 04"E 48.02' C5 18.78' 724.07' 1029'10" N580 10' 03"E 16.78' C6 46.58' 30.00' 88057'49" N76e 28' 42"W 42.04' C7 119.27' 376.72' 18008'26" N410 08' 14"W 118.78' C8 210.00' 376.72' 31056'20" N660 10' 37"W 207.29' C9 39.72' 749.91' 3002'04" S590 11' 45"W 39.71' C10 205.54' 749.91' 15*42'15" S680 33' 54"W 204.90' C11 40.02' 749.91' 3003'27" S770 56' 45"W 40.01' C12 194.28' 749.91' 14050'37" S860 53' 47"W 193.74' C13 621.24' 904.93' 1 39'20'01° N77a 20' 520E 609.11' T SOUTHERLY LINE OF THE SAID LOT 5 A DISTANCE OF 88.85 FEET TO TH= POINT OF BEGINNING; THENCE CONTINUING SOUTH 82 DEGREES 09 MINUTES 53 SECONDS EAST ALONG THE SAID SOUTHERLY (e) AREA REGULATIONS: LINE OF LOT 5 A DISTANCE OF 336.93 FEET; THENCE ALONG SAID SOUTHERLY LINE ON A CURVE TO FLOOD PLAIN STATEMENT THE RIGHT HAVING A RADIUS OF 376.72 FEET, AN ARC LENGTH OF 329.27 FEET AND A CHORD WHICH A PORTION OF THE PROPERTY SHOWN HEREON IS BEARS SOUTH 57 DEGREES 06 MINUTES 24 SECONDS EAST 318.89 FEET; THENCE ALONG SAID (1) YARD SETBACKS. THE REQUIRED FRONT, SIDE AND REAR YARD SETBACKS SHALL BE LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS SOUTHERLY LINE SOUTH 31 DEGREES 54 MINUTES 40 SECONDS EAST 7.66 FEET; THENCE ALONG SAID A DISTANCE OF NOT LESS THAN FORTY (40) FEET FROM THE PROPERTY LINE TO THE DESIGNATED BY THE FLOOD INSURANCE RATE MAPS, SOUTHERLY LINE ON A CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FEET, AN ARC LENGTH OF RESPECTIVE FACE OF ANY BUILDING. PANEL NO. 05119CO341G, PUBLISHED BY THE 46.58 FEET AND A CHORD WHICH BEARS SOUTH 76 DEGREES 28 MINUTES 42 SECONDS EAST 42.04 FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF CHENAL PARKWAY, (50' RIGHT OF WAY); (2) SITE AREA. THE MINIMUM SITE AREA FOR THIS DISTRICT SHALL BE FIVE (5) JULY 6, 20151. THE PROPERTY SHOWN HEREON IS THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE THE FOLLOWING COURSES AND DISTANCES: (1) IN ZONE AE AND ZONE X. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 724.07 FEET, AN ARC LENGTH OF 18.78 FEET AND ACRES, EXCEPT IN THOSE INSTANCES WHERE A SUBDIVISION SITE PLAN AND PLAT^\ A CHORD WITH BEARS SOUTH 58 DEGREES 10 MINUTES 03 SECONDS WEST 18.78 FEET; (2) THENCE PROPOSING PERIPHERAL LOTS AND MULTIPLE OWNERSHIP IS APPROVED BY THE SOUTH 57 DEGREES 42 MINUTES 33 SECONDS WEST 263.84 FEET; (3) THENCE ALONG A CURVE TO THE PLANNING COMMISSION. THE PLANNING COMMISSION SHALL ESTABLISH THE SIZE, RIGHT HAVING A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 621.24 FEET AND A CHORD WHICH ORIENTATION AND ACCESS TO MULTIPLE LOT C-2 DEVELOPMENT WITH SPECIAL BEARS SOUTH 77 DEGREES 20 MINUTES 52 SECONDS WEST 609.11 FEET; THENCE, LEAVING SAID EMPHASIS ON INTERIOR CIRCULATION, CURB CUTS AND SITING OF PHYSICAL NORTHERLY RIGHT OF WAY LINE, NORTH 19 DEGREES 46 MINUTES 21 SECONDS EAST 552.28 FEET TO IMPROVEMENTS. IN ADDITION, THERE SHALL BE NOT LESS THAN THREE HUNDRED (300) GRAPHIC SCALE IN FEET THE POINT OF BEGINNING. TRACT CONTAINING 270,400 SQUARE FEET OR 6.208 ACRES MORE OR LESS. FEET OF DISTRICT FRONTAGE ON AT LEAST ONE (1) ABUTTING STREET, WHETHER FOR SINGLE OR MULTIPLE BUILDING/LOT DEVELOPMENT. 40' 0 40' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE *SEE ZONING ORDINANCE FOR ADDITIONAL RESTRICTIONS. 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. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: .,,,o F A�Tyo�'' CRAFTON, TULL & r ASSOCIATES, INC. y cy No. 109 yv moo:` gRKAN5A3 END\NE�p 020-03 PRELIMINARY PLAT OF THE CENTER AT CHENAL CHENAL PARKWAY LITTLE ROCK, ARKANSAS Key Plan No Description Data This document, and the ideas and designs incorporated herein, as an instrument of professional service, Is the property of Crafton, 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. NSjgUCTION ° PROTECT NO: 15806600 OO ° RF ISSUE DATE: 11/4/1$ �O� THIS R� CONTACT: B. PETERSON A. DOCUMENT IS CHECKED BY: z PRELIMINARYIN PRELIMINARY NATUREAND IS NOT A FINAL, SIGNED z PLANS m AND SEALED DOCUMENT Boa ® 2015 Crafton, Tull & Associates, Inc. 6' 0 ° ° IVOIlu"'a C\