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Home My WebLink AboutS-0969-I Map 2WELLINGTON CENTER AT CHENAL (PCD) 478 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 '�JCERTIFICATE 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 ✓ 1) 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) 21?-0919 Fax: (501) 219-1755 NAME, LITTLE ROCK PLANNING COMMISSION -SOT 3 35120.23 SO FT 0.81. ACRES / LEGEND (EXISTING) W MH= F1ARH IRON PIN IOl �54aT - "T% UONT POLE $ PIWER POLE CURS M TELPHONE PEDESTAL ..._._�. . ..... ...... ._,... "<;.. ...... IS] TV PEDESTAL DITEIMIEOUIE COI101H 0 MANHOLE ... ..,_... _. ....... ... . .. ...... o SARRARY SEWER CLEIMwT SS a OAS METER SANITARY SEWER LINE X OAS VALVE CAS wE G �_--� SIOIMI SEYMR PIPE W <- DOWN OUT WATER LINE TSPEC6Y Siff a TYPO XWATER VALVE KY FINE HYDRANT ANY UNDERGROUND TELEPHONE C81 AIR RELEASE VALVE UNDERGROUND ELECTRIC A IN DEPARTMENT CORRECTION O WATER MflFA OVERHEAD ELECTRIC ® SPRIN IFR HEAD U GTV o ELECTRIC PDIESTAI DMmERcxDRHD iE1LV61IX! GH TV r-� OV9tlfAD 7EIEVISION I■I GRAIm INLET CHAR lDB( FIRM Ir-� L�JI DROP INU1 ,AOOD'F7NC£ " BARBED MOUE FFNLE _.... TREE FM OPTIC RIGHT OP WAY TREE TO SE REMOVED _ � READ cETTIERIDE �\ 45561.23 SO FT - a ci 1+ F y8K7 AU%CGT R� � �� EANS C t 1.05 ACRES - ��x! � �� . >: � a� �- ETRlip Vte ��°� �. e'ern R Gr gSAiNT THOMAS "• �� r i N57 '`'� a SAINTf1CNht * 33E , a 263.84 �c SA[�tl`rl�! r rr wrwv- • '$r .�+•�rr0. a•a� w.. ,r Nr sn t� 4 y aeaae S'F THIS Ct SITEIN\ el - WIN OR ZONING: r� OAS! Ml1LiflA 01 w t7 w i-6JCxf:EDl:icpY C � �,� 4� ALLEY DR e HIC-4 P10"WT - POINT DR °" aQ S T P estER txtg}tG5"ABi qr BA1�5 iN h 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. VICINITY MAP SCALE N.T.S. CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 276.94' 904.93' 17*32'05" N88* 14' 50"E 275.86' C2 48.28' 904.93' 3*03'25" 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' 3*02'26" N59* 12' 04"E 48.02' C5 18.78' 724.07' 1*29'1On N58* 10' 03"E 18.78' C6 46.58' 30.00' 88*57'49" N76* 28' 42"W 42.04' C7 119.27' 376.72' 18008'26" N41* 08' 140W 118.78' C8 210.00' 376.72' 31*56'20" N66* 10' 37"W 207.29' C9 39.72' 749.91' 3*02'04" S59* 11' 45"W 39.71' C10 205.54' 749.91' 15*42'15" S68* 33' 54"W 204.90' C11 40.02' 749.91' 3*03'27" S77* 56' 45"W 40.01' C12 194.2811 749.91' 14*50'37" S86* 53' 47"W 193.74' I C13 621.24' 904.93' 39*20'01" N77* 20' 52"E 609.11' 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 (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, -00* 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 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: , O'F 'AUTyQ�''' CRAFTON, TULL & ASSOCIATES, INC. No.109 = 10 gFrgNSAS EN�VHEE0. CD O CD 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 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. SIVIUCTION ° PROJECT NO: 15806600 GON ISSUEDATE: 11/4/15 �O� THIS F CONTACT: B. PETERSON F DOCUMENT IS N CHECKED BY: 2 PRELIMINARY IN P: NATUREAND IS NOT PRELIMINARY A FINAL, SIGNED z PLANS In AND SEALED DOCUMENT ao 02015 Crafton, Tull& Associates, Inc. b' O0 °° N011onaLSN