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HomeMy WebLinkAboutS-1154-C Map 1CIIEN --- _ AC A FASTS 1 4(.9/ �NOSCAAEARfq - 2V WATER LINE ESMT.�`�-- `_ BOOK 2009, PAGE 32901 - VSIDEWALK Q°Vi Off pl*%rORIVf LOT 1 HMO NGROVM DEVELOPMENT, LLC 8221 HILL PARK CV. JONESBORO, AR 7MI PAIL # 5&G81 CURRENT ZONIINO: LI '\L4111DSC4AFARfq SIGN--•��{� �E NT 5' SIDEWALK LIGHT POLI ASP11A1TORJVE LOT 2`- 0.68 ACRES w 29574.27 SQFT �. ` o 00 Q z uAHAtr0R11 20' ACCESS EASEMENT I I 5' ACCESS EASEMENT ASPHALT PARKING I; I - LLIGHT POLE LIGHT POLE 26 ACCESS d EASEMENT ASPHALT PARKING I 5::p.FBINLET CURB INLET ASPHALT PARKING EASEMENT GAS fo ; c POLE j 3 I 0 I � ASPHALT PARKING 15 FD '"J Ali DRIVEWAY ACCESS EASEMENT DOCUMENT NO.2009032901 T SIDEWALK LOT 1 5.04 ACRES ; 219465.53 SOFT W (B.F.E. 467.6 / MINIMUM F. F. ELEV.: 468.6) v' 3 • W - _ 589030'01"E 32.5T W � � �� :- "' (� W W �-/ SEWER MANHOLE o SS LIGHT POLE CURB INLET LIGHT POLE LIGHT POLE �.1��y,� N0033'29"E 45.341 ASPHALT DRIVE ASPHALT DRIVE ASPHALT DRIVE 09� ie�e :..• ....; - DRAINAGE MANHOLE - N89037'32"W 5.55' 7NB9050'48"W 40.63' CURB INLET C7 ' Z J m t� z KHO PARCEL 7, LLC EXISTING BUILDING `~>< 14001£INK RIB. DTE 110 _z nM 1 STORY MASONRY "' PMCEL # ROM AR ® 16105 CHENAL PARKWAY CU RRgIN:PCO 0000 rt LOOT 1 z m Nen X LU r` Ln ��� 00 w N cn 00 TRANSFORMER 1 ASPHALT CONCRETE PAD / Z 14 SQ. FT. CONCRETE ELECTRIC EASEMENT CONCRETE CpRE'(E - _ � � ASPHALT S`' SEWER EASEMENT _ .. - -� - ASSSALT - --- - SSCONCRETE SS --8/- -6 DOCUMENT NO.2003015458 ASPHALT 10' UTILITY EASEMENT -' _ v - - w - �_ "• DRIVEWAY ACCESS EASEMENT - - - W- - -' -�� DOCUMENT NO.2009032901 ®o 0 OHE OHE OHE - - - -- - / J - - fi - S89041'24"E 39.46" 30' UTILITY EASEMENT - 20' ELECTRIC EASEMENT - - '. SS 55 - SS S NORTHERN OUTER LIMITS OF _ - - -- - - - - 5W YR. FLOODPLAIN ZONE "Al" = - - - - - N89°41'24"W 291.33' _ r 20' SFWER EASEMENT - / � 25 FLOODWAY � ACCESS EASEMENT f1,O NORTHERN OUTER LIMITS OF / 1� FLOODWAY EASEMENT 100 YR. FLOODPLAIN ZONE "AE" / ' o,�� III PARCEL 9, LLC NORTHERN OUTER LIMITS 1400 KIRK PD. STE 110 OF FLOODWAY ZONE "AE" Lff7LE ROCK, AR Y f u 1 PARCEL # ®9 M N890 40 59 W 243.41 CUERRENTZONONG: H2 1, r OVERALL LEGAL DESCRIPTION: R rmnl Vr mi: nur1{IRP,A,,yvnnn.n v. ...... ..............--.__- 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 N89'41'24W 291.33 FT. FROM THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND RUNNING THENCE S57014'51"W 110.04 FT. TO A SET IRON PIN, THENCE N89'40'59"W 243.41 FT. TO A SET IRON PIN, THENCE NW018'30"E 381.55 FT. TO A POINT, THENCE N89037 32"W 5.55 FT. TO A POINT, THENCE NOO"33'29"E 45.34 FT. TO A SET PK NAIL, THENCE 589"30'01"E 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°2206 W 378.06 FT. TO A FOUND PK NAIL, THENCE N8905048" W 40.63 FT. TO A SET CHISELED "X", THENCE SOD'1817"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 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 WITI-: 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 NO OF THE NE}, SECTION 1, TOWNSHIP 1 NORTH, RANGE 14 WEST, AND POART OF THE NV4 OF THE NWT SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: COMMENCING ATTHE SOUTHEAST CORNER OF THE NEJ OF THE NEJ OF SAID SECTION 1; THENCE N89"40'59"W, ALONG THE SOUTH LINE OF SAID No OF THE 1330.97 FT.; THENCE N0001947"E , ALONG THE EAST 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 S89'41'02"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'S7"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 1`121"50'39"W, 35.59 FT.; THENCE N67°13'46"W, 102.33 FT.; THENCE N76"3743"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 N83910'56"W, 3.99 FT.; THENCE N89°44'08"W, 36.14 FT. TO THE EAST LINE OF THE SUBJECT PROPERTY; THENCE NO0°18'47"E, ALONG SAID EAST LINE, 30.48 FT.; THENCE S89°3T26"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 NW"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 N39.1947 W, 17.09 FT.; THENCE N75"04'W"W, 3114 FT. TO THE EAST LINE OF THE SUBJECT PROPERTY, THENCE NOT18'47"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 N61055'28"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 S74°OS'S8"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, 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 S00°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 S3302120 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 401 FT., AN ARC LENGTH OF 47.24 FT., AND A CHORD BEARING AND DISTANCE OF N51°30'20"E, 4454 FT. TO THE WEST RIGHT-OF-WAY OF KANIS ROAD; THENCE S13°27'34"E, ALONG SAID WEST RIGHT-OF-WAY UNE, 74.90 FT.; THENCE ON A CURVE r0 THE LEFT HAVING A RADIUS OF 45,00 FT., AN ARC LENGTH OF 3157 FT, AND A CHORD BEARING AND DISTANCE OF N69"21'04"W, 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 N87°25'54"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 S6I°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 HAVNG 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 No, NEt SEC.1-T1N•R14W BOUNDARY MONUMENT TABLE Point J1 Northing Easting 20 W O 154735.06 1178006.84 20008 153959.55 1177908.85 20001 154559.22 1178005.71 20002 154559.32 1177856.03 20003 1S4777.62 1177857.43 20004 154823.24 1177697.31 20005 154387.53 1177694.96 20006 154387.82 1177662.40 20007 1539 60.89 1177665.45 20009 154019M 1178WL40 20010 T 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 G PRINT CERTIFICATE OF FINAL APPROVAL: 00"Or TITLE 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. �'i 2af DA OFE%ELUTION ``p11, m i"nr,o ° A) =w 4, . C� Cp p,PH' ,unnnnno CITYL ROCK PLANNING II I II III�I'IIII III�I II III I I I'IA III I �II 2019038242 PR2SEN E 06212019091]:16A RECORDED:06-21-201908:M 17AM In Official Records of Tern Hollingsworth CiroufUCounty 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 FORTHIS 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.2018006333 • 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) 336-8000 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 INSURANCE RATE MAP OF PULASKI CO., AR, AND INCORPORATED AREAS, COMMUNITY PANEL NO.05119CO314 H DATED06/07/2419. 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 ED WATER METER q FIRE HYDRANT B WATER VALVE Q UTILITY POLE p TELEPHONE RISER 40 20 0 40 O SEWER MANHOLE O ELECTRIC TRANSFORMER SCALE 1" = 40' Ct LIGHT POLE UGE UNDERGROUND ELECTRIC - OHE OVERHEAD ELECTRIC , Know what's below. FENCE callbeiomyou dig. 55 SEWER W WATER -GAS GAS N 0 0 m N 00 00 0 a 0 sti iN4 W V1 � N n K O 0 O m V1 W Z 0 d- z U Z O V LI LLJ J L.L� z > III ® C LLl LLI U a Z Z O m m Q Q HORIZON LAND SURVEYING, LLC No. 3472 ♦�`, Q� •..... • • •�q< ,mow ©: ' STATE OF Cy : ARKANSAS tJ1 PIS, 1J59tA_u • C = ♦,'f0''f'f///IIIAAAA"A�e,,,a! O6/20/.01 REVISIONS DATE I BY I DESCRIPTION I DRAWING INFO. DRAWN BY: DRB DATE: 06/20/2019 SCALE: 1" = 4V 108 NO.: 18-043 CAD ND.: CURRENT SITE ADDRESS 16105 CHENAL PARKWAY SHEET NUMBER: 1of1