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HomeMy WebLinkAboutS-0969-I Map 4478 �J DINT OF COMMENCEMENT SOUTHWEST CORN X®� - CHENALCOMMERALDARK ^��=-� _ o •--.�" �' WELLINGTON PRINWOOD, LLC 5/8' REBAR'' `5:..az03' WITH CAP G._ ..._ Ih (POINT OF, B5C:NNIN(F ._HEAVILY WOODED-•.m__�"-- ,-_ - - 'th>�c e?�i: t_etfne ._.`"1WhM_P'W - e 3 82 09'�,�e x .�--....�,,,3..` � of L-+ttle:y�ock' ``� °ooY a PAa .aa)'_- - N820 5 y'rnr 09 3"IN °e \ I. iV ewer E ` �� R - t - Ss aaemant 3" 1! _ 'r 5 '�1EBA � / �`, I I "•w.. � �. pn \ °� mob. ! /" 1' j'r?4i^� �` 41Ilky� {. In". Ew.-1°7.4T \ 1 - *na. CJ._. >. ,�'r„� -\ L `\ fc+'r� ..t_�' _^Y• ^)Y'\ , .sue ,_M40A]82-� `F`'PROPOSED SHARED15400 CHENALLLC ACCESS EASEMENT\1 ,•,S_, �-Z (PCD) `N cA P°ryetual Ingress ess.Easame�t�4 N .a i �.,� �\ �C pIL - �{r A ..__.�- Instr o. 95-60290 o - - - � ' . b LOT 1G�s� _95641.29 SQ FT - tji 2.20 ACRES ::.. 1/ ..�..., h 11' VILY WOODED ` P ED HA `' PRO OSE SH RED ` CE E E , T 0 = ACC SS ASE ENT LJ i i \ _ \ LOT i 42918.56 SQ FT / LOT T o i, �. WEWNOTON CENTER Q n. 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CURVE TABLE CURVE I LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 329.27' 376.72' 50004'46" N570 06' 24"W 318.89' C2 329.27' 376.72' 50°04'46" N570 06' 24"W 318.89' C3 46.58' 30.00' 88057'49" N76° 28' 42"W 42.04' C4 18.78' 724.07' 1*29'10' N580 10' 03"E 18.78' C5 48,02' 904.93' 3002'26" N590 12' 04"E 48.02' C6 247.99' 904.93' 15042'06" N680 34' 20"E 247.22' C7 48.28' 904.93' 3003'25" N770 57' 05"E 48.28' C8 276,94' 904.93' 17032'05" N880 14' 50"E 275.86' C9 180.75' 724.49' 14°17'40" S860 37' 37"W 180.28' CIO 198.63' 725.05' 15°41'48" S680 34' 25"W 198.01' C11 38.49' 725.05' 3°02'30" 9590 12' 15"W 38.49' C12 184.96' 326.72' 32°26'OS" N410 37' 47"W 182.50' REPRESENTS A BOUNDARY SURVEY MADE OH VERIFIED BY ML, IHAI ALL REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A BOOK E, PAGE 425); THENCE SOUTH 82 DEGREES 03 MINUTES 16 SECONDS EAST ALONG THE SETBACK OF FORTY-FIVE (45) FEET. SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF THIS PLAT IS SOUTHERLY LINE OF THE SAID LOT 5 A DISTANCE OF 88.85 FEET TO THE POINT OF BEGINNING; LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES THENCE CONTINUING SOUTH 82 DEGREES 09 MINUTES 53 SECONDS EAST ALONG THE SAID SOUTHERLY WITH AND A COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE: LINE OF LOT 5 A DISTANCE OF 336.93 FEET; THENCE ALONG SAID SOUTHERLY LINE ON A CURVE TO (e) AREA REGULATIONS: FLOOD PLAIN STATEMENT FOR RECORD AS REQUIRED. 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 ----------- -__-- DATE 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, DATE OF EXECUTION SOUTHERLY LINE ON A CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FEET. AN ARC LENGTH OF [Jrcorr'TTTYr rArr nr AnIV RI ITI nTNir PANEL NO. 05119C0341G. PIIRI ISHFO RY THE 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 SITE INFORMATION: A CHORD WITH BEARS SOUTH 58 DEGREES 10 MINUTES 03 SECONDS WEST 18.78 FEET; (2) THENCE PRUPUSING PERIPHERAL LUIS AND MULTIPLE OWNERSHIP IS APPROVED BY THE 1. DEVELOPER INFORMATION: 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, V Chenal Park Centre, LLC 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 P.O. Box 22407 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 Little Rock, AR 72221 NORTHERLY RIGHT OF WAY LINE, NORTH 19 DEGREES 46 MINUTES 21 SECONDS EAST 552.28 FEET TO IMPROVEMENTSIN ADDITION, THERE SHALL BE NOT LESS THAN THREE HUNDRED (300) GRAPHIC SCALE IN FEET Phone: (501) 219-0919 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 Fax: (501) 219-0755 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 e engineering I surveying 501 .664 3245 t 501.664.6704 f www craftontull corn CERTIFICATE OF AUTHOR17ATION: � ,uO`F" , ... CRAFTON, TULL & �--' ASSOCIATES, INC. Y = No. 109 ~_ 44'KaHus E{7GtlVT-`2 PRELIMINARY PLAT OF CHENAL PARK CENTRE 15200CHENAL PARKWAY LITTLE ROCK, ARKANSAS Key Plan No. Description Dane 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 he used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. \�'S-t TAUCTION PROJECT NO: 15806600 co i ISSUE DATE: 10/16/17 �O'_ THIS F� CONTACT: B. PETERSON DOCUMENT IS m CHECKED BY: = PRELIMINARY IN PRELIMINARY : NATUREAND IS NOT m A FINAL, SIGNED o PLANS AND SEALED DOCUMENT -op.' © 2015 Crafton, Tull &Associates, Inc. �<i' o0 Nollo(l'8 5-G NOV 0 2017