Loading...
HomeMy WebLinkAboutS-1154-C Map 4ASPi �- FASr yoUNQ 14NE 1ANDSC4 P'FARC4 24' WATER LINE ESMT. BOOK 2009, PAGE 32901 �i YSIDEWALK ASPyAtTDR,, YV LOT N BROWN DEVELOPMENT, LLC 2221 HILL PARK CV. JONESBORO, AR 72401 PARML # N-9 CURRENT ZOOM: PCD w S89030'01"E 32.57'--, _ E 45.34'---\ 1 ASPHALT DRIVE N89037'32"W 5.551 ASPHALT 14 SQ. FT. ELECTRIC EASEMENT A SEWER EASEMENT JMENT NO.2OD3015458 'gam, �c ASPHALT PARKING W • CURB INLET 20' ACCESS EASEMENT �LIGHT POLE fA SIGN -� 26'ACCE55 ii EASEMENT 5SIDEWALK LIGHT POLE lSP cr NACTDRIVF LOT 2- 0.68 ACRES i i_ 29574.27 SQFT \ _ `� °Ln q4 % ' 00 ASPHAtTDN N 5' ACCESS EASEMENT N 0 I CD LIGHTPOLE Ln LIGHT POLE / 2V ACCESS / EASEMENT-� ASPHALT PARKING 1.5' ACCESS EASEMENT i 7 0 In 4 ASPHALT PARKING LOT 1 5.04 ACRES N 219465.53 SQFT CD (B.F.E. 467.6 /MINIMUM F. F. ELEV.:468.6) `n w - w c • LIGHT POLE CURB INLET ASPHALT DRIVE PUGHTPOLEASPHALT DRIVE TRANSFORMER CONCRETE PAD L l� N89034'44"VI CURB INLET • ASPHALT PARKING EXISTING BUILDING 1 STORY MASONRY 16105 CHENAL PARKWAY - - - -- - ASPHALT SS ---- SS - .ITY EASEMENT CDN(BEfE . i ASPHALT/ SS SSA SS --0 OHE-.- OHE - I-30,UTTLITYEASEMENT 20'ELECTRICEASEMENT-- ` - SS ' SS-- SS_ » SS - S NORTHERN OUTER LIMITS OF - - - SOO YR. FLOODPLAIN ZONE "AE" - - = -- - - = 20 SEWER EASEMENACCESS EASEMENTT 25'S i' NORTHERN OUTER LIMITS OF 100 YR. FLOODPLAIN ZONE "AEA / / ° ���1 [06 PARCEL. 7, LLC 14M rdflK RD. STE 110 LI U ROCI(, AR 9 PANEL # 54LM CURREW ZONING: Pm DRIVEWAY ACCESS EASEMENT DOCUMENT NO.2009032901 5' SIDEWALK LIGHT POLE SS co DRAINAGE MANHOLE N )3' CURBINLETt C► ry .- ulli luC�'�.� / CONCRETE RT i� DRIVEWAY ACCESS EASEMENT DOCUMENT NO.2009032901 S89041741 39.46' ti1� ►` FLOODWAY EASEMENT KRE PAITCEL 9, LLC NORTHERN OUTER LIMITS 14M KIRK RID. STE 110 OF FLOODWAYZONE "AE" LIB ROCK, AR 7 PARCEL # mmomm CURNEIN 1 ZMNIING: M N89°41°24"W 291.33' r OVERALL LEGAL DESCRIPTION: A PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTIOF 1, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A SET IRON PIN WHICH 15 N89'41'24'W 291.33 FT. FROM THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND RUNNING THENCE S57"14'51'W 110.04 FT. TO A SET IRON PIN, THENCE N89°40'59"W 241.1 FT. TO A SET IRON PIN, THENCE N00018'30"E 381.55 FT. TO A POINT, THENCE N89.37'32"W 5.55 FT. TO A POINT, THENCE N00033'2S"E 45.34 FT. TO A SET PK NAIL, THENCE S89°30'01"E 32.57 FT. TO A SET PK NAIL, THENCE NOO"1V301 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 37&06 FT. TO A FOUND PK NAIL, W THENCE N89050'4E"40.63 FT. TO A SET CHISELED "X", THENCE S00'1847"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. PROPOSED LOT 2 OF THE TRACT SPLIT SURVEY BY BLEW AND ASSOCIATES, PA, SURVEY DATED 06/15/2017, 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 (ROGER 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 NEJ (F THE NEJ SECTION 1, TOWNSHIP 1 NORTH, RANGE 14 WEST, AND POART OF THE NM OF THE NV4 SECTION 6, TOWNSHIP 1 NOR-H, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF THE NE}, OF THE NEJ OF SAID SECTION 1; THENCE N89°40'59"W, ALONG THE SOUTH LINE OF SAID No OF THE NE}, 330.97 FT.; THENCE NOD°18'47E , ALONG THE FAST LINE OF THE SUBJECT PROPERTY, 35.81 FT. TO THE POINT OF BEGINNING; THENCE NDO°18'47"E, ALONG SAID EAST LINE, 85.39 FT.; THENCE S89'4VO2"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 MD 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°5039"W, 35.59 FT.; THENCE N67"13'46"W,102.33 FT.; THENCE N76037'43W, 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°10156"W, 3.99 FT.; THENCE N89"44'08"W, 36.14 FT. TO THE EAST LINE OF THE SUBJECT PROPERTY; THENCE NOD"18'47"E, ALONG SAID EAST LINE, 30.48 FT.; THENCE S89°37'26"E,14.61 FT.; THENCE N81'56'18"E, 14.93 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 OF 132045'38"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 N39'19'47"W, 17.09 FT.; THENCE N75'04'DO"W, 39.14 FT. TO THE FAST LINE OF THE SUBJECT PROPERTY, THENCE NOW18'47"E, ALONG SAID EAST LINE, 26.95 FT.; THENCE S75°04'WE, 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 SA734'50"W, 1937 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 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 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 ARCLENGTH OF 47.88 FT., AND A CHORD BEARING AND DISTANCE OF S80"56'481, 47.43 FT.; THENCE N85"2010"E, 98.81 FT.; THENCEON 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 OFN5r30'2WE, 4454 FT. TO THE WEST RIGHT-OF-WAY OF KANIS ROAD; THENCE S137734"E, ALONG SAID WEST RIGHT-OF-WAY UK, 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 BEARINGAND DISTANCE OF N69°21'04"W, 30.93 FT.; THENCE S85"20'1O"W, 92.65 FT.; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUSOF 200.00 FT., AN ARC LENGTH OF 50.49 FT., AND A CHORD BEARING AND DISTANCE OF N87`25'54W, 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 S6499'00"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 CHORE 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 563"06'26"W, 15.18 FT. TO THE POINT OF BEGINNING. S.E. CORNER NE}, NEt S€C.1-TIN-R14W BOUNDARY MONUMENT TABLE Point# 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 B023.24 1177697.31 20005 154387,53 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 J 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 G �O t � JO,�,uw �Vv✓y, p 7 a�61' DATE OF EXECUTION GN 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. DATt OF EXECUTION CITY J DTTLE ROCK PLANNING `"E "R` IIINIIIIIIIIIIIIUI�IIIIIII�NIII lIII 20I 9038242 w.ov^a nC FRESENTEo: ob-zt-zmsaxt zte ant RECORC7F_D:0&21-201808:8t17 AM In Official Records of Terri Hollingsworth Circu7UCounty Clerk PULASKI CO. AR FEE $15.00 SURVEYORS NOTES ,n,rmmto 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 &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.2018OD6333 • DAIRY LAND COMMERCIAL SUBDIVISION: DOCUMENT NO.2OD9027008 . 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-M 5) FLOOD PLAIN: A PORTION OF LOT 2OF THIS TRACT DOES LIE WITHIN THE 100-YR FLOOD PLAIN AND A PORTION OF LOT 2 ALSO LIES WITHIN THE FLOODWAY PER ROOD INSURANCE RATE MAP OF PULASKI CO., AR, AND INCORPORATED AREAS, COMMUNITY PANEL NO.05119CO314 H DATED06/07/2019. 6) CURRENT ZONING: PCD LOT 1: FRONT YARD SETBACK 10 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 EO WATER METER 0 FIRE HYDRANT r9 WATER VALVE o UTILITY POLE (D TELEPHONE RISER O SEWER MANHOLE 0 ELECTRIC TRANSFORMER t7 LIGHT POLE - UGE UNDERGROUND ELECTRIC - OHE OVERHEAD ELECTRIC o o FENCE SS SEWER w WATER -GAS GAS 40 20 0 40 SCALE 1" = 40' Know whathbelm Caubdomyo fly, m N G° 00 00 l fll CL a r �n V N W 0 V1 � N oc 0 m N w 2 0 eft or U rw (D Ln ®_ u .J ® z L1J < U IZ ►® VLJ w -u z ® LLJ LU ® z z O m m LD HORIZON LAND SURVEYING, LLC No. 3472 41 ? ©�RSTATE OF��` 4;` ARKANSAS '• ' P Sa 1590 .hay R•?`'' 06/20/201 REVISIONS DATE BY DESCRIPTION DRAWING INFO. DRAWN BY: DRB DATE: 06120/2019 SCALE: 1" = 40' J08 NO.: 1&043 CAD NO.: CURRENT SITE ADDRESS 16105 CHENAL PARKWAY SHEET NUMBER: 1 of '�