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HomeMy WebLinkAboutS-0969-M MapSET 1 /2" REBAR LOT 5 CHENAL COMMERCIAL PARK O nN _ - W � _ o== 15' SgNITgRy SEWER EASEMENT p - _-- _ER INSTRUMENT O1995-52804 \ \ SET 1 2 \ \ 0 REBAR \ 40' BLDG SETBACK \ \ \ \ \ LOT \ \ 62302.70 SQ FT / SET 1 /\ \ 1.43 ACRES / REBBA� ACCESS EASEMENT PER \ \ INSTRUMENT #2020-049940 / \ L / CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 329.27' 376.72' 50004'46" S57" 06' 24"E 318.89' C2 46.58' 30.00' 88057'49" S760 28' 42"E 42.04' C3 18.78' 724.07' 1029'10" S580 10' 03"W 18,78' C4 46,20' 30,00' 88014'11" N130 35' 27"E 41.77' C5 155,79' 326.72' 27019'13' N440 11' 15"W 154.32' C6 38.49' 724.85' 3002'33" S590 12' 08"W 38.49' C7 48.14' 724.85' 3048'18- S62" 37' 33"W j 48.13' 50' ACCESS EASEMENT PER INSTRUMENT #2018-070473 \/\ \ \\ Z \`rF� \ 40' BLDG SETBACK LEGEND (EXISTING) SYMBOLS LINEWORK 0 ROUND IRON PIN EASEMENT • SET IRON PIN RIGHT OF WAY ® SET "X" IN CONCRETE PROPERTY LINE - - ROAD CENTERLINE i w BA � $43 NE CT d1 CT qPe j y F q 1,E -N �0�' R Of�EANS t {�q �� ETR � ry a SEE--R CT SAIt4T THOMAS r [S Cr SAINT MlCmAEI 36 r �j�jj¢¢,F V 31 r ., r1,e��r a r ., .r r w •g1�1" Y. � f .. � r� r i a� r r+R, Wr ! AfNr AEIr< t-+ A +" w a r m f THIS V PERPETUAL NON-EXCLUSIVE INGRESS/EGRESS EASEMENT PER t hu INSTRUMENT #1995-60290 R j b CHENAL PARK CENTRE, LLC/L CHENAL PARK CENTRE II, LLC \<9� \\ \ \ 10' SANITARY SEWER EASEMENT DEDICATED THIS PLAT „ SET` 1 /2 \ REBAlk\ psi / / SET1 /2, SE1 2„ / E CHENAL BAR \ RE R� \ \ \ LOT 4 \/ ; / T \ PARK CENTRE to I °° /S4 SET / CD o LOT 3 0 i CHENAL PARK CENTRE \�Q�2 / SITE INFORMATION 1. DEVELOPER INFORMATION: ��\\ Chenal Park Centre, LLC Chenal Park Centre II, LLC P.O. Box 22407 Little Rock, AR 72221 Phone: (501) 219-0919 \ / Fax: (501) 219-0755 CERTIFICATE OF SURVEYING ACCURACY I JASON H. GRAYHAM , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Su division R�s and Regulations have been complied vn' .� i Date of I Execution Jason H, vhaTfi` I Land Surveyor ,, STATF. OF'4� ARKXNSSAS /'REGISTERED No. 13217 �)' A. PE E CERTIFICATE OF ENGINEERING ACCURACY I BRADLEY A. PETERSON , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been omplied with. If/ / �/ La a� n radl Peterson Date of Execution y e Re i d Professional 9 Engineer No. 13217 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. Date of Execution 1.01 Planning Commission CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this pl t. Date of Execution Name Chenal Park Centre, LLC. Chenal Park Centre II LLC. Address PO Box 22407 Little Rock, AR 72221 Source of Title: WD 2017-045558 WD 2017-054539 CERTIFICATE OF RECORDING LOT 5 DESCRIPTION: PART OF THE NWt/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: BEGINNING AT THE NW CORNER OF LOT 4, CHENAL PARK CENTRE, (RECORDED AS DOCUMENT No. 2018070473); THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 724.85 FEET AND A CHORD BEARING AND DISTANCE OF S 620 37 33" W 48.13 FEET THENCE N 29" 1713" W A DISTANCE OF 211.42 FEET; THENCE N 07050'07" E A DISTANCE OF 72.71 FEET, TO A POINT ON THE SOUTH LINE OF LOT 5 CHENAL COMMERCIAL PARK , (RECORDED IN PLAT BOOK E PAGE 425); THENCE ALONG SAID SOUTH LINE S 82009'53" E A DISTANCE OF 193.69 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 376.72 FEET AND A CHORD BEARING AND DISTANCE OF S 57006'24" E, 318.89 FEET; THENCE S 31054'40" E A DISTANCE OF 7.66 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET AND A CHORD BEARING AND DISTANCE OF S 76028'42" E, 42.04 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF CHENAL PARKWAY; THENCE ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 724.07 FEET AND A CHORD BEARING A DISTANCE OF S 58010'03" W, 18.78 FEET; THENCE S 57042'33" W A DISTANCE OF 90.61 FEET; THENCE LEAVING SAID RIGHT OF WAY, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET AND A CHORD BEARING A DISTANCE OF N 1303527" E, 41.77 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 326.72 FEET AND A CHORD BEARING AND DISTANCE OF N 44011'15" W, 154.32 FEET; THENCE S 57042'33" W A DISTANCE OF 171.49 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 724.85 FEET AND A CHORD BEARING AND DISTANCE OF S 59012'08" W, 38.49 FEET TO THE POINT OF BEGINNING, CONTAINING 1.430 ACRES MORE OR LESS. VICINITY MAP SCALE N.T.S. 2020080734 PRESENTED. 12-02-2020 1142: 02 Ann RFCORDED:12-02-20201204:42 PM In Official RecordB of Terri Hollingsworth CircuiUCounty Clerk PULASKI CO, AR FEE $15.00 " 54' 40"E 7.66' 0 SET 1/2- REBAR Q EASEMENT LINE TAB'_E LINE # LENGTH DIRECTION L1 39.82' S640 29, OO"E L2 19.16' S440 52' 39"E GRAPHIC SCALE IN FEET 40' 0 40' �;apSb�3 ` tss,un ni N,r, „ PAGIS COORDINATES POINT # NORTHING EASTING 1 154504.68 1180280.33 2 154482.56 1180237.59 3 154666, 95 1180134.17 4 j 154738.98 1180144.08 5 154712.58 1180335.97 6 154539.39 1180603.73 7 154532.89 1180607.78 8 154523.06 11806 48.6 6 9 154464.69 1180556.02 10 154505.35 1180562.92 11 154616.00 1 1180458,36 GENERAL NOTES: 1. BASIS OF BEARINGS: AR STATE PLANE COORDINATES, NORTH ZONE-301, AS DETERMINED BY CPS OBSERVATION. 2. VERTICAL DATUM: NAVD 88, AS DETERMINED BY CPS OBSERVATION. 3. SUBJECT PROPERTY IS ZONED C-2. 4. PROPERTY MONUMENTS AS NOTED. FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAPS, PANEL NO. 05119CO341H, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED JUNE 7, 2019. BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY CPS 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 flock, Arkansas 72211 Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.ccm CERTIFICATE OF AUTHORIZATION: .., OF A CRAFTON, TULL & r' ASSOCIATES, INC. cz. No. 109 4 ��TFNSASnn NG SEE FINAL PLAT OF LOT 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 P P P Y 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. PROJECT NO: 15806606 ISSUE DATE: 8/26/20 CONTACT: B. PETERSON CHECKED BY: © 2015 CraRcn, Tull & Associates, Inc. FINAL F :, 1"ii'0 BY: DATE: '1- 2 IRELM