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Home My WebLink AboutS-1154-C Map 2LOT I HMO BROWN DEVELOPMENT, LLC 21 HILL. PARK C19. JONESBORO, AR 7 1 PARCEL # E&O81 UMN CURRENTZONINCa: PCD w IS89030'01"E ` Al P 6o.ao' AR IFEASTg®UNp 1 IVE 1A1"OSC4pFARf4 20' WATER LINE E3290 �--� BOOK 2009, PAGE 32901 S'SIDEWALK S74°S� ASPRgcrOgY VE IA r j ASPHALT PARKING cry m ct '29"E 45.34'--, j ASPHALT DRIVE N89037'32"W 5.55'-J C.7 z 0o LOOT 1 eir w w • CURBINLET 2V ACCESS EASEMENT- LIGHT POLE DSC04FAREA SIGN 26'ACCESS EASEMENT 00 � ASPpACTDRlVE � LOT 2',- N 0.68 ACRES -` :u 29574.27 5QFT to O (V N O Z I J T ACCESS EASEMENT I G 1 .! LIGHT POLE 26' ACCESS EASEMENT- I - ASPHALT PARKING L �I N89°34'44"W 149.68' CURB INLET • ASPHALT PARKING LOT 1 5.04 ACRES 219465.53 SOFT (B.F.E. 467.6 / MINIMUM F. F. ELEV.: 468.6) w - w ------ av --- ---_ w Q ❑4:: LIGHT POLE CURB INLET ASPHALT DRIVE LIGHT POLE ASPHALT DRIVE EXISTING BUILDING 1 STORY MASONRY 16105 CHENAL PARKWAY Fv M ono TRANSFORMER ° ASPHALT CONCRETE PAD Z 14 SO. FT. Ci _ ELECTRIC EASEMENT - CO , - ASPHALT c,S SEWER EASEMENT x1CUMENT NO.2003015458 _ SS �- - ... �ASPHALT ASPHALT 10' UTILITY EASEMENT J CONCRETE SS SS-- -e N w w ®O v- OHE OHE OHE ' -30' UTILITY EASEMENT - 20' ELECTRIC EASEMENT . - -- S SS 5S- _ 55 NORTHERN OUTER LIMITS OF 500 YR. FLOODPLAIN ZONE "AE" ^ - 20' SEWER EASEMENT'- - / 25' FLOODWAY - - ACCESS EASEMENT j NORTHERN OUTER LIMITS OF ZONE "AE> Z 100 YR, FLOODPLAIN 2 u S' SIDEWALK' �\ LIGHTPOLE� o 9 j 3 4SPHAerD0jV a a � LIGHT POLE EASEMENT I I 0 J g a N ASPHALTPARKIhG �4 I N I-4 � LM1J 11 ,�rr4rl' DRIVEWAY ACCESS EASEMENT DOCUMENT NO.2009032901 Y SIDEWALK w , u SEWER MANHOLE LIGHT POLE SS `- 0� li"N� DRAINAGE MANHOLE LO rn N89050'48"W 40.63' CURBINLETt C7 co m C7 KNO PARCEL 7, LLC N 1 1 KIRK RD. NTE 110 w LIVILEROM AGR' PARCEL # 64LOCIOCOM CURRENT ZONING: PC[0 ,11 / CONCRETE t DRIVEWAYACCESSEASEMENT DOCUMENT NO.2009032901 S89041124"E 39.46' L10: _ FLOODWAY EASEMENT KRS PARCEL 9, LLC NORTHERN OUTER LIMITS 1400 KEK NIM STE 110 OF FLOODWAY ZONE "AE" LITTLE ROCK, AR 724 PARCEL # 64L400Yt1 CURRENT ZONING: N89°41'24"W 291.33' OVERALL LEGAL DESCRIPTION: A PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST 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 N89'417M 291.33 FT. FROM THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND RUNNING THENCE S5714'51"W 110.04 FT. TO A SET IRON PIN, THENCE N89'40'59"W 243.41 FT. TO A SET IRON PIN, THENCE NOD°18'30"E 381.55 FT. TO A POINT, THENCE N89-37'32"W 5.55 FT. TO A POINT, THENCE NOO'33'29"E 45.34 FT. TO A SET PK NAIL, THENCE 589°30'011 32.S7 FT. TO A SET PK NAIL, THENCE NOO-18-30"E 435.71 FT. TO A CHISELED "X", THENCE S74°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 N89050'48"W 40,63 FT. TO A SET CHISELED "X", THENCE SOO.18'47"W 337.83 FT. TO A SET IRON PIN, THENCE SIRT41'241 39.46 FT. TO THE POINT OF BEGINNING, CONTAINING 5.72 ACRES MORE OR LESS, SUBJECT TO EASEMENTS AND RIGHTS -OF -WAY OF RECORD. rr.%T4 ;12[4F PROPOSED LOT 2 OF THE TRACT SPLIT SURVEY BY BLEW AND ASSOCIATES, PA, SURVEY DATED 06/1512017, RECORDED IN THE CIRCUIT CLERKS OFFICE IN PULASKI COUNTY, ARKANSAS DOCUMENT NO.2017053236, RECORDING DATE OF 08121/2017. 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 NQ OF THE NE}, SECTION 1, TOWNSHIP 1 NORTH, RANGE 14 WEST, AND POART OF THE NV4 OF THE NV4 SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF THE NEJ OF THE NEt OF SAID SECTION 1; THENCE N89'40'59"W, ALONG THE SOUTH LINE OF SAID No OF THE NE}, 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 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FT., AN ARC LENGTH OF 39.61 FT., AND A CHORD BEARING AND DISTANCE OF N21'50'39"W, 35.59 FT.; THENCE N67°13'46"W, 102.33 FT.; THENCE N76-37'43"W, 46.66 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 17.50 FT., AN ARC LENGTH OF 4.DO 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 PROPERTY; THENCE N00°18'471, ALONG SAID EAST LINE, 30.48 FT.; THENCE S89°37'26"E, 14.61 FT.; THENCE N81'56'18"E, 14.83 FT.; THENCE ON 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 OF N32945'38"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 N3T1T47"W, 17.09 FT.; THENCE N75°000"W, 39.14 FT. TO THE EAST LINE OF THE SUBJECT PROPERTY, THENCE NOO°18'47"E, ALONG SAID EAST LINE, 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°55'28"E, 12.99 FT.; THENCE N15'15'13"E, 32.26 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 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 574°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 S31'34'50"W, 19.37 FT.; THENCE S20'33'55"W, 57.90 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 145.00 FT., AN ARC LENGTH OF 50.82 FT., AND A CHORD BEARING AND DISTANCE OF S10'31'32"W, 50.56 FT.; THENCE SW29'09"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 S33°21'20"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°20'10"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 N51°3O'20"E, 4454 FT. TO THE WEST RIGHT-OF-WAY OF KANLS 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 45tO FT., AN ARC LENGTH OF 31.57 FT, AND A CHORD BEARING AND DISTANCE OF N69°21'04'rW, 30.93 FT.; 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 50.49 FT., AND A CHORD BEARING AND DISTANCE OF N87625'54"W, 50.36 FT.; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FT., AN ARC LENGTH OF 73.62 FT, AND A CHORD BEARING AND DISTANCE OF S64'39'00"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, 56.58 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 S63°06'26"W, 15.18 FT. TO THE POINT OF BEGINNING. S.E. CORNER NEB, NEt SEC. 1-T1N•R14W BOUNDARY MONUMENT TABLE Point # Northing Easting 20000 154735.06 11780D5.84 20008 153959.55 1177908.95 20D01 154558.22 117800531 20002 154559.32 1177856.03 20003 154777.62 1177857.43 20004 LW23.24 1177697.31 20005 154387.53 1177694.96 20006 154387.82 1177662.40 _ 20007 153960.89 1177665.45 20039 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 GN R 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. DATE OF EXECUTION CITYe=OCK PLANNING Cl '\��` �N °" °c��T IIIIIIIIIIIIIIII�II'IIIII IIIIII III I III 2019038242 PRESENTED, 06-21-2019o€12 16aM RECORDED: 06-21-201903:31:+7 AM In OffiGal Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO. AR FEE $15.00 COUNTY PP� SURVEYORS NOTES OU 1) BASIS OF BEARINGS: GPS OBSERVATIONS (ARKANSAS NORTH STATE PLANE COORDINATE SYSTEM) 2) THE RESEARCH COMPLETED FOR -HIS SURVEY INCLUDES: • TRACT SPLIT SURVEY BY BLEW& ASSOCIATES, PA FOR KROGER LIMITED PARTNERSHIP I: DOCUMENT NO.2017053236 • ALTA SURVEY BY GLOBAL SUR''IEYING CONSULTANTS, INC. FOR KROGER LIMITED PARTNERSHIP 1: DATED 11/20/2017 • WARRANTY DEED: DOCUMENT NO.2018OD6333 • DAIRY LAND COMMERCIAL SUBDIVISION: DOCUMENT NO.2009027008 • DEVELOPMENT CONSULTANTS INC. CHENAL PARKWAY PLANS, PROJECT NO.97-105, USEDTO 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) 336-8000 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 LNSURANCE RATE MAP OF PULASKI CO., AR, AND INCORPORATED AREAS, COMMUNITY PANEL NO.05119CO314 H DATECD6/07/2019. 6) CURRENT ZONING: PCD LOT 1: FRONT YARD SETRACK40 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 O FIRE HYDRANT B WATER VALVE o UTILITY POLE TO TELEPHONE RISER 0 SEWER MANHOLE ❑t ELECTRICTRANSFORMER 0 LIGHT POLE UGE UNDERGROUND ELECTRIC - OHE OVERHEAD ELECTRIC FENCE SS SEWER W WATER - GAS GAS 40 20 0 40 SCALE 1" = 40' ® Knowwhatsbelow. ® Call before you dig. z 0 v J J ® Q W Q 0 f cc W Lij G W W cr- ® u z z 0 I= Cal Q HORIZON LAND SURVEYING, LLC No. 3472 STATE OF .` 44,/ ;' ARKANSAS N FS 15"� ;G= LURE Z10 vet. �OY� r O6/20/201 REVISIONS DATE BY DESCRIPTION DRAWING INFO. DRAWN BY: DRB DATE: 06/20/2019 SCALE: 1' = 40' JOB NO.: 18 043 CAD NO.: CURRENT SITE ADDRESS 16105 CHENAL PARKWAY SHEET NUMBER: 1 of