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Home My WebLink AboutS-1154-C Map 3LOT W RCE'_ LIU fJOJi9[iQti S89030'01"E 32 '29"E 45.34' N89037'32"W 5.55' ANDSC4PE AREq SIGN I 26' ACCESS EASEMENT 5' SIDEWALK ' ASPNAl70RL� LIGHT POLE a � - rLOT 2-- 29574.27 SQFT 20' ACCESS EASEMENT S' ACCESS EASEMENT ASPHALT PARKING � `LIGHT POLE `LIGHT POLE C> / 26' ACCESS j m EASEMENT a0 ASPHALT PARKING L • CURB INLET CURB INLET ASPHALT DRIVE ASPHALT PARKING LOT 1 5.04 ACRES 219465.53 SOFT (B.F.E. 467.6 / MINIMUM F. F. ELEV.: 468.6) w w w w `LIGHT POLE ASPHALT DRIVE EXISTING BUILDING 1 STORY MASONRY 16105 CHENAL PARKWAY 100 L0`r 9 z c~_n x w %p In v4 00 M LU CV CA zoo TRANSFORMER ° ASPHALT CONCRETE PAD Z 14 SQ. FT. ELECTRIC EASEMENT I O�� CON SEWER EASEMENT I U_ - IMENT NO.2003015458 _.__, SSTASPHALT- ASPHALT �a -- 10` UTILITY EASEMENT CHEN'41 Pq IFEASrB0UNQt4NE c4NOs CAPEAR&4 20' WATER LINE ESMT. BOOK 2009, PAGE 32901 `� �< s s1DEwALK �_. _ S740�5,S8„ ASPNAIrDR&E 3 ONALTpRAvE LIGHT POLE I 3 EASEMENT w w IN • CURB INLET LIGHT POLE PSPHALT DRIVE -r��PAF�cL- LLC RIVEWAY ACCESS EASEMENT OCUMENT NO.2DO9032901 S' SIDEWALK w SEWER MANHOLE LIGHT POLE SS -� C0 441 �E r DRAINAGE MANHOLE �l cn •- 1n 40.63' CURBINLET� 1. CONCRETE I CONCRETE ASPHALT CONCRETE SS SS j / -w--- 1_ DRIVEWAY ACCESS EASEMENT -�� DOCUMENT NO.2009032901 --e--e,,- OHE - OHE OHE _ - - - S89 30 UTILITY EASEMENT 20 ELECTRIC EASEMENT SS-'�`-S`i--- SS aar SSA-S -._.. NORTHERN OUTER LIMITS OF -- - -. ___- - - -- N89°41`24"W 29133' 500 YR. FLOODPLAIN ZONE "AE° - ' - - %�` - - - i 20' SEWER EASEMENT / 25' F WDWAY ACCESS EASEMENT _ -``�- '/ NORTHERN OUTER LIMITS OF - �' V� FLOODWAY EASEMENT 100 YR. FLOODPLAIN ZONE "AE" L 9, LLC NORTHERN OUTER LIMITS / S�1 114110KIRKRO.STE119 OF FLOODWAYZONE "AV LITTLE ROM AIR r PARCEL # 64AL00100N1000 N89° 40 59n W 243.41 CURRENTZONONG. R2 - UA10 Ilk I UOR l OVERALL LEGAL DESCRIPTION: A rA"I Vr Imt IYIAI ncG i t(VHn I[n ur, t.L,{vn 111LM11, 4vnn. �:. ,.:... ........ ... ...____.. __ QUARTER, SECTION 1, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A SET IRON PIN WHICH IS N89°41'24"W 291,33 FT. FROM THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND RUNNING THENCE S57-IN51"W 110.04 FT. TO A SET IRON PIN, THENCE N89°40'59"W 243.41 FT. TO A SET IRON PIN, THENCE NOO°18-30"E 381.55 FT. TO A POINT, THENCE N89°37'32"W 5.55 FT. TO A POINT, THENCE NOO33 29'E 45.34 FT. TO A SET PK NAIL, THENCE 589 3001E 3157 FT. TO A SET PK NAIL THENCE N00°18'30"E 435.71 FT. ° , ° ,I TO A CHISELED "X", THENCE 574°05'58"E 321.85 FT. TO A SET IRON PIN, THENCE SOO°22'06"W 378.06 FT. TO A FOUND PK NAIL, THENCE N89°50'48"W 40,63 FT. TO A SET CHISELED "X", THENCE S00°18'47"W 337.83 FT. TO A SET IRON PIN, THENCE S89°41'24"E 39.46 FT. TO THE POINT OF BEGINNING, CONTAINING 5.72 ACRES MORE OR LESS, SUBJECT TO EASEMENTS AND RIGHTS -OF -WAY OF RECORD. ALSO KNOW AS: PROPOSED LOT 2 OF THE TRACTSPLIT SURVEY BY BLEW AND ASSOCIATES, PA, SURVEY DATED 06115/2017, RECORDED IN THE CIRCUIT CLERKS OFFICE IN PULASKI COUNTY, ARKANSAS DOCUMENT NO.2017053236, RECORDING DATE OF 08/21/2017. TOGETHER WITH: EASEMENTS AS CONTAINED IN EASEMENT, COVENANT AND RESTRICTION AGREEMENT MADE AS OF MAY 19, 2009 BY AND BETWEEN KROGER LIMITED PARTNERSHIP I, AN OHIO LIMITED PARTNERSHIP, AND JOE D. WHISENHUNT AND MARGARET H. WISENHUNT, HUSBAND AND WIFE, RECORDED MAY 22, 2009 AS INSTRUMENT NO, 2009034287, RECORDS OF PULASKI COUNTY, ARKANSAS. DRIVEWAY EASEMENT AREA: PART OF THE Nli OF THE NEJ SECTION 1, TOWNSHIP 1 NORTH, RANGE 14 WEST, AND POART OF THE NV4 OF THE NWJ SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: COMMENCING ATTHE SOUTHEAST CORNER OF THE NEI OF THE Na OF SAID SECTION 1; THENCE N89°4059"W, ALONG THE SOUTH LINE OF SAID No OF THE NEJ 330.97 FT.; THENCE NOO°18'47"E , ALONG THE EAST LINE OF THE SUBJECT PROPERTY, 35.81 FT, TO THE POINT OF BEGINNING; THENCE NOO°18'4T'E, ALONG SAID EAST LINE, 85.39 FT.; THENCE S89.41'02"E, 74.63 FT.; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FT., AN ARC LENGTH OF 11.87 FT., AND A CHORD BEARING AND DISTANCE OF N73'18'56"E, 11.69 FT.; THENCE N56°08'22"E,133.18 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FT., AN ARC LENGTH OF 67.69 FT., AND A CHORD BEARING AND DISTANCE OF N35°22'57"E, 67.11 FF.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25DO FT., AN ARC LENGTH OF 39.61 FT., AND A CHORD BEARING AND DISTANCE OF N21050'39"W, 35.59 FT.; THENCE N67°13'46"W,102.33 FT.; THENCE N76°3T43"W, 46.66 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 17.50 FT., AN ARC LENGTH OF 4.00 FT., AND A CHORD BEARING AND DISTANCE OF N83°10'56"W, 3.99 FT.; THENCE N89°44'08"W, 36.14 FT. TO THE EAST LINE OF THE SUBJECT PROPERTf; THENCE N00'IV47"E, ALONG SAID EAST LINE, 30.48 FF.; THENCE S89°37'26"E, 14.61 FT.; THENCE N81"56'18"E, 14.83 FT.; THENCEON A CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FT., AN ARC LENGTH OF 38.26 FT., AND A CHORD BEARING AND DISTANCE OFN32045'38"E, 35.72 FT.; THENCE NOO°24'33"E, 201.44 FT.; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FT., AN ARC LENGTH OF 18.18 FT., AND A CHORD BEARING AND DISTANCE OF N39°1T47"W, 17.09 FT.; THENCE N75°04'DO"W, 39.14 FT. TO THE EAST LINE OF THE SUBJECT PROPERTY; THENCE NOO°18'47"E, ALONG SAID EAST UNE, 26.95 FT.; THENCE S75°04'00"E, 49.78 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FT., AN ARC LENGTH OF 14.13 FT., AND A CHORD BEARING A DISTANCE OF N61°SS'28"E, 12.99 FT.; THENCE N15°15'13"E, 32.26 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUSOF 40.00 FT., AN ARC LENGTH OF 21.71 FT., AND A CHORD BEARING AND DISTANCE OF N04°41'19"W, 21.45 FT. TO THE SOUTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE S74°05'58"E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 55.80 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 48.30 FT., AN ARC LENGTH OF 19.50 FT., AND A CHORD BEARING AND DISTANCE OF S37'34'50 W, 1937 FT.; THENCE S20'3355 W, 57.90 FT.; THENCE ON A CURVE TO THE LEFF HAVING A RADIUS OF 145.00 FT., AN ARC LENGTH OF 50.82 FT., AND A CHORD BEARING AND DISTANCE OF S10031'32"W, 50.56 FT.; THENCE SOO°29'09"W, 181.27 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 30,00 FT., AN ARC LENGTH OF 35.47 FT., AND A CHORD BEARING AND DISTANCE OF S33021'20"E, 33.44 FT.; THENCE S67°13'46"E,163.13 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FT., AN ARC LENGTH OF 47.88 FT., AND A CHORD BEARING AND DISTANCE OF S80°56'48"E, 47.43 FT.; THENCE N85°2O'10"E, 98.81 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 40.00 FT, AN ARC LENGTH OF 47.24 FT., AND A CHORD BEARING AND DISTANCE OF N5r30'20"E, 4454 FT. TO THE WEST RIGHT-OF-WAY OF KANIS ROAD; THENCE S13°27'34"E, ALONG SAID WEST RIGHT-OF-WAY LINE, 74.90 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.00 FT., AN ARC LENGTH OF 31.57 FT, AND A CHORD BEARING AND DISTANCE OF N69°21'04"W, 30.93 FF.; THENCE S85'20'10"W, 92.65 FT.; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FT., AN ARC LENGTH OF SOA9 FF., AND A CHORD BEARING AND DISTANCE OF N87°25'54"W, 50.36 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FF., AN ARC LENGTH OF 73.62 FT., AND A CHORD BEARING AND DISTANCE OF 564°39'00"W, 69.09 FT.; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 180.00 FT., AN ARC LENGTH OF 87.44 FT., AND A CHORD BEARING AND DISTANCE OF S43°24'56'W, S6.58 FT.; THENCE S57°16'22"W, 214.86 FT.; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 75.00 FT., AN ARC LENGTH OF 15.20 FT., AND A CHORD BEARING AND DISTANCE OF 563°O6'26"W, 15.18 FT. TO THE POINT OF BEGINNING. S.E. CORNER NEI Na SEC.1-TIN-R14W BOUNDARY MONUMENT TABLE Point R Northing Easting 20000 154735.06 1178006.84 20008 153959.55 1177908.85 20001 154558.22 1178005.71 20002 154559.32 1177856.03 20003 154777.62 1177857.43 20004 15U23.24 11n697.31 20DO5 1S4387.53 1177694.96 20006 154387.82 1177662.40 20007 153960.89 1177665.45 20009 154019.08 1178001.40 20010 154019.29 1177961.94 20011 154357.12 1177963.78 20012 154357.01 1178004.41 VICINITY MAP SCALE 1" = 500' CERTIFICATE OF SURVEY: TO ALL PARTIES INTERESTED IN TITLE TO THESE PREMISES: I HEREBY CERTIFY THAT I HAVE PRIOR TO THIS DAY MADE A SURVEY OF THE ABOVE DESCRIBED PROPERTY AS SHOWN ON THE PLAT OF SURVEY HEREON. THE PROPERTY LINES AND CORNER MONUMENTS, TO THE BEST OF MY KNOWLEDGE AND ABILITY, ARE CORRECTLY ESTABLISHED: THE IMPROVEMENTS ARE AS SHOWN ON THE PLAT OF SURVEY. ENCROACHMENTS, IF ANY, AS DISCLOSED BY SURVEY, ARE SHOWN HEREON. OWNERS CERTIFICATION: I (WE) , THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREON, DO HEREBY CERTIFY THAT I (WE) HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. OWNER: HAAG-BROWN DEVELOPMENT, LLC DATE OF EXECUTION GNA PRINT TITLE 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 SUCH RULES AND REGULATIONS. DATf OF EXECUTION \1111111111111,/, "NV. CIR `�"qi _O ` r `n t `:r w nF°"+ G �CUN' D'R10\`� rry,rll❑ItP„\\ CITY prffrl.OCK PLANNING II�II�IIiIBI Ili�Il I Il Iil I l I I IIII I II III 2019038242 PRESENT D.9641-2019,18 U laud RECORDED: 06-21-2019 08:31:17 AM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO. AR FEE $15.00 SURVEYORS NOTES 1) BASIS OF BEARINGS: GPS OBSERVATIONS (ARKANSAS NORTH STATE PLANE COORDINATE SYSTEM) 2) THE RESEARCH COMPLETED FOR THIS SURVEY INCLUDES: • TRACT SPLIT SURVEY BY BLEW g ASSOCIATES, PA FOR KROGER LIMITED PARTNERSHIP I: DOCUMENT NO.2017053236 • ALTA SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. FOR KROGER LIMITED PARTNERSHIP 1: DATED 11/20/2017 • WARRANTY DEED: DOCUMENT NO.201SM333 . DAIRY LAND COMMERCIAL SUBDIVISION: DOCUMENT NO.2009027008 . DEVELOPMENT CONSULTANTS INC. CHENAL PARKWAY PLANS, PROJECT NO.97-105, USED TO DEFINE RIGHT OF WAY WIDTH. 3) ALL CORNER MONUMENTS SET ARE} REBAR, UNLESS NOTED OTHERWISE ON THE PLAT. 4) OWNER: HAAG-BROWN DEVELOPMENT, LLC 2221 HILL PARK COVE, JONESBORO, ARKANSAS 72401 PHONE: (870) 336 5000 5) FLOOD PLAIN: A PORTION OF LOT 2 OF THIS TRACT DOES LIE WITHIN THE 100-YR FLOOD PLAIN AND A PORTION OF LOT 2 ALSO LIES WITHIN THE FLOODWAY PER FLOOD INSURANCE RATE MAP OF PULASKI CO., AR, AND INCORPORATED AREAS, COMMUNITY PANEL NO.05119CO314 H DATEDD6/O7/2019. 6) CURRENT ZONING: PCD LOT 1: FRONT YARD SETBACK 40 FT. / LOT 2: FRONT YARD SETBACK 91.75 FT. 7) ALL UTILITIES SHOWN ARE BASED UPON OBSERVED EVIDENCE ALONG WITH MAPS PROVIDED. 8) ALL EASEMENTS AND FLOODPLAIN SHOWN ARE DERIVED FROM RECORDED PLATS AND OR SURVEYS, AND ARE SHOWN IN THEIR APPROXIMATE LOCATION. LEGEND EB WATER METER 0 FIRE HYDRANT IS WATER VALVE o UTILITY POLE O TELEPHONE RISER 0 SEWER MANHOLE [0 ELECTRIC TRANSFORMER a LIGHT POLE - UGE UNDERGROUND ELECTRIC -OHE OVERHEAD ELECTRIC a oV FENCE SS SEWER w WATER - GAS GAS - 7 40 20 0 40 SCALE 1" = 40' ® Know whanbelow. Call blare you tug. N a m N Q 00 Z O i IFN N W OJ 1 O S N Q O 0 C0 h w z O d� CC U Lo LA Z ® U J J ® ® r z J LJJ U A" LLJ LLJ LJJ C= ® U U z Z ® m an 1 f 4j_HORIZON LAND SURVEYING, LLC CK= No. 3472 -•///lilll��' �,pfelarurr ,,��s a�q ESS/®,p 9� 4 STATE OF ,+ 41 ARKANSAS t7'.o9 �: R O6/20J201 REVISIONS DATE By I DESCRIPTION 1 DRAWING INFO. 1 DRAWN BY: ORB DATE: 06/20/2019 SCALE: 1" = 40' JOB NO.: 18.043 CAD NO.: CURRENT SITE ADDRESS 16105 CHENAL PARKWAY SHEET NUMBER: of