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HomeMy WebLinkAboutZ-6318-F Map 4OA A FENCE POTENTIALLY ENCROACHES ACROSS THE SOUTHEASTERN BOUNDARY LINE BY UP TO AS MUCH AS 38.16' __J.5'__4_7.3' 47.8' 184.6' _ `^ Building Height LocationO 1.116 ` sq„ zz 15' San' ry Sewer Easen �g Doc. #200301° iaete N � w W �'.--- C77, ��'AL pAR D� LjT L N? 20 9.4 p > COU TY fV N THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE. OF ABOVE GROUND APPURTENANCES ONLY. THE SURVEYOR WAS ou NOT PROVIDED WITH UNDERGROUND PLANS OR SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. BEFORE DIGGING IN THIS AREA, CALL "ONE CALL" 811 FOR FIELD Know wha$e below, LOCATIONS (REQUEST FOR GROUND MARKINGS) OF UNDERGROUND Call before you dig. UTILITY LINES Building 1 1 -Story Masonry 67434.47 Sq. Feet Building Height: 30.0' 16105 Chanel Parkway 14' -v 04 N SUB4ECT PROPERTY 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, TO -WIT: BEGINNING AT A SET IRON PIN WHICH IS NORTH 89 DEGREES 41 MINUTES 24 SECONDS WEST, 291.33 FEET FROM THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER AN RUNNING THENCE SOUTH 57 DEGREES 14 MINUTES 51 SECONDS WEST, 110.04 FEET TO A SET IRON PIN; THENCE NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, 243.41 FEET TO A SET IRON PIN; THENCE NORTH 00 DEGREES 18 MINUTES 30 SECONDS EAST, 381.55 FEET TO A POINT; THENCE NORTH 89 DEGREES 37 DEGREES 32 MINUTES WEST, 5.55 FEET TO A POINT; THENCE NORTH 00 DEGREES 33 MINUTES 29 SECONDS EAST, 45.34 FEET TO A SET PK NAIL; THENCE SOUTH 89 DEGREES 30 MINUTES 01 SECONDS EAST, 32.57 FEET TO A SET PK NAIL; THENCE NORTH 00 DEGREES 18 MINUTES 30 SECONDS EAST, 435.71 FEET TO A SET CHISELED "X"; THENCE SOUTH 74 DEGREES 05 MINUTES 58 SECONDS EAST, 321.85 FEET TO A SET IRON PIN; THENCE SOUTH 00 DEGREES 22 MINUTES 06 SECONDS WEST, 378.06 FEET TO A FOUND PK NAIL; THENCE NORTH 89 DEGREES 50 MINUTES 48 SECONDS WEST, 40.63 FEET TO A SET CHISELED "X'; THENCE SOUTH 00 DEGREES 18 MINUTES 47 SECONDS WEST, 337.83 FEET TO A SET IRON PIN; THENCE SOUTH 89 DEGREES 41 MINUTES 24 SECONDS EAST, 39.46 FEET TO THE POINT OF BEGINNING. TOGETHER WITH EASEMENTS AS CONTAINED IN EASEMENT, COVENANT AND RESTRICTION AGREEMENT MADE AS OF MAY 19, 2009 BY AND BETWEEN KROGER LIMITED PARTNERSHIP L AN OHIO LIMITED PARTNERSHIP, AND JOE D,WHISENHUNT AND MARGARET H. WHISENHUNT, HUSBAND AND WIFE, RECORDED MAY 22, 2009 AS INSTRUMENT NO. 2009034287, RECORDS OF PULASKI COUNTY, ARKANSAS. DRIVEWAY EASEMENT AREA. PART OF THE NEI/4 NE1/4 SECTION 1, TIN, R14W, AND PART OF THE NW1/4 NWI/4 SECTION 6, TIN, R1 3W, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NEI /4 NEIA; THENCE NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, ALONG THE SOUTH LINE OF SAID NEI /4 NEI /4,330.97 FEET; THENCE NORTH 00 DEGREES 18 MINUTES 47 SECONDS EAST, ALONG THE EAST LINE OF THE SUBJECT PROPERTY, 35.81 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 18 MINUTES 47 SECONDS FAST, ALONG SAID EAST LINE, 85.39 FEET; THENCE SOUTII 89 DEGREES 41 MINUTES 02 SECONDS EAST, 74.63 FEET; THENCE ON A CURVE TO O 0 T AN ARC LENGTH OF 11.87 FEET AND A CHORD THE LEFT HAVING A RADIUS P 20. 0 FEE T BEARING AND DISTANCE OF NORTH 73 DEGREES 18 MINUTES 56 SECONDS EAST, 11.69 FEET; THENCE NORTH 56 DEGREES 08 MINUTES 22 SECONDS EAST, 133.18 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET, AN ARC LENGTH OF 67.69 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 35 DEGREES 22 MINUTES 57 SECONDS EAST, 67.11 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.61 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 21 DEGREES 50 MINUTES 39 SECONDS WEST, 35.59 FEET; THENCE NORTH 67 DEGREES 13 MINUTES 46 SECONDS WEST, 102.33 FEET; THENCE NORTH 76 DEGREES 37 MINUTES 43 SECONDS WEST, 46.66 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 17.50 FEET, AN ARC LENGTH OF 4.00 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 83 DEGREES 10 MINUTES 56 SECONDS WEST, 3.99 FEET; THENCE NORTH 89 DEGREES 44 MINUTES 08 SECONDS WEST, 36.14 FEET TO THE EAST LINE OF THE SUBJECT PROPERTY; THENCE NORTH 00 DEGREES 18 MINUTES 47 SECONDS EAST, ALONG SAID EAST LINE, 30.48 FEET; THENCE SOUTH 89 DEGREES 37 MINUTES 26 SECONDS EAST, 14.61 FEET; THENCE NORTH 81 DEGREES 56 MINUTES 18 SECONDS EAST, 14.83 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FEET, AN ARC LENGTH OF 38.26 FEET AND CHORD BEARING AND DISTANCE OF NORTH 32 DEGREES 45 MINUTES 38 SECONDS EAST, 35.72 FEET; THENCE NORTH 00 DEGREES 24 MINUTES 33 SECONDS EAST, 201.44 FEET; THENCE ON A CURVE TO THE LEFT I LAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 18.18 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 39 DEGREES 19 MINUTES 47 SECONDS WEST, 17.09 FEET; THENCE NORTH 75 DEGREES 04 MINUTES 00 SECONDS WEST, 39.14 FEET TO THE EAST LINE OF THE SUBJECT PROPERTY; THENCE NORTH 00 DEGREES 18 MINUTES 47 SECONDS EAST, ALONG SAID EAST LINE, 26.95 FEET; THENCE SOUTH 75 DEGREES 04 MINUTES 00 SECONDS EAST, 49.78 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS (4F 10.00 FEET, AN ARC LENGTH OF 14.13 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 61 DEGREES 55 MINUTES 28 SECONDS EAST, 12.99 FEET; THENCE NORTH 15 DEGREES 15 MNUTh-S 13 SECONDS FAST, 32.26 FEET; THENCE ON A CURVE. TO THE LEFT HAVING A RADIUS OF 40.00 FEET, AN ARC LENGTH OF 21.71 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 04 DEGREES 41 MNUTES 19 SECONDS WEST, 21.45 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF CIIENAL PARKWAY; THENCE SOUTH 74 DEGREES 05 MINUTES 58 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 55.80 FEET; TIIENCE ON A CURVE TO TILE LEFT IIAVING A RADIUS OF 48.30 FEET, AN ARC LENGTH OF 19.50 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 37 DEGREES 34 MINUTES 50 SECONDS WEST, 19.37 FEET; THENCE SOUTH 20 DEGREES 33 MINUTES 55 SECONDS WEST, 57.90 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 145.00 FEET, AN ARC LENGTH OF 50.82 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 31 MINUTES 32 SECONDS WEST, 50.56 FEET; THENCE SOUTH 00 DEGREES 29 MINUTES 09 SECONDS WEST, 181.27 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FEET, AN ARC LENGTH OF 35.47 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 33 DEGREES 21 MINUTES 20 SECONDS EAST, 33.44 FEET; THENCE SOUTH 67 DEGREES 13 MINUTES 46 SECONDS EAST, 163.13 FEFT; THF.NCF. ON A CURVE. TO THE LEFT HAVING A RADIUS OF 100.00 FEET, AN ARC LENGTH OF 47.88 FEET AND A CHORD HEARING AND DISTANCE OF SOUTH 80 DEGREES 56 MINUTES 48 SECONDS EAST, 47.43 FEET; THENCE NORTH 85 DEGREES 20 MINUTES 10 SECONDS EAST, 98.81 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 40.00 FEET, AN ARC LENGTH OF 47.24 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 51 DEGREES 30 MINUTES 20 SECONDS EAST, 44.54 FEET TO THE WEST RIGHT-OF-WAY LINE OF KANIS ROAD; THENCE SOUTH 13 DEGREES 27 MINUTES 34 SECONDS EAST, ALONG SAID WEST RIGHT-OF-WAY LINE, 74.90 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.00 FEET, AN ARC LENGTH OF 31.57 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 69 DEGREES 21 MINUTES 04 SECONDS WEST, 30.93; THENCE SOUTH 85 DEGREES 20 MINUTES 10 SECONDS WEST, 92.65 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET, AN ARC LENGTH OF 50.49 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 87 DEGREES 25 MINUTES 54 SECONDS WEST, 50.36 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET, AN ARC LENGTH OF 73.62 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH (r4 DEGREES 39 MINUTES 00 SECONDS WEST, 69.09 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 180.00 FEET, AN ARC LENGTH OF 87.44 FEET AND A CHORD BEARING AND DISTANCE OF SOUTI 143 DEGREES 24 MINUTES 56 SECONDS WEST, 86.58 FEET; TI IENCE SOUTH 57 DEGREES 16 MINUTES 22 SECONDS WEST, 214.86 FEET; THENCE ON A CURVE TO'THF. RIGHT HAVING A RADIUS OF 75.00 FEET, AN ARC LENGTIi OF 15.20 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 63 DEGREES 06 MINUTES 26 SECONDS WEST, A DISTANCE OF 15.18 FEET TO THE POINT OF BEGINNING. Miscehncbus��q� ..NOR STATE RECORDING NUMBER: 500 -IN -14W-0-1-100-60-1532 COMPLETED FIELD WORK: NOVEMBER 16, 2017 BASIS OF BEARING: ARKANSAS STATE PLANE, NORTH ZONE, NAD 83 REFERENCE DOCUMENTS: 1. WARRANTY DEED FILED IN DEED BOOK 2009 AT PAGE 34284. 2. SURVEY PLAT FILED IN PLAT BOOK 2009 AT PAGE 32901. 3. ELECTRIC & TF,LF.000M EASEMENT FILED IN BOOK 2003 AT PAGE 15459. 4. SANITARY SEWER EASEMENT FILED IN BOOK 2003 AT PAGE 15458. 5. PLAT 2017053236 IN OFFICIAL RECORDS, RECORDED AUGUST 8, 2017 SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN OUT OF SCALE FOR CLARITY. DIMENSIONS ON THIS PLAT ARE EXPRESSED IN PEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED. MONUMENTS WERE FOUND AT POINTS WHERE INDICATED. BY GRAPHIC PLOTTING ONLY, A PORTION OF THIS PROPERTY IS IN ZONE "AE" AND FLOODWAY ZONE "AE" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 05119C0314G, WHICH BEARS AN EFFECTIVE DATE OF 07/06/2015 AND IS IN A SPECIAL FLOOD HAZARD ARD AREA. 5. THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. 6. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 7. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 8. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO C14ENAL PARKWAY AND KIRK ROAD, BOTH BEING A DEDICATED PUBLIC STREET. 9. THE NEAREST STREET INTERSECTION IS THAT OF C3ENAL PARKWAY AND KIRK ROAD BEING LOCATED APPROXIMATELY 326' FROM THE NW CORNER OF THE SUBJECT PROPERTY. 0 50 100 150 1 INCH = 50' FEET I HEREBY CERTIFY THIS TO BE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF ON THIS THE 16TH DAY OF MARCH, 2017. `1%J1111111111j11 .0 'STATE OF4% • ARKANSAS : NO. 1532 • c - p _ fO •.��CY D• vii• ,11,I•L•.••7••A••� +Y 4r, 111 11 1 IF THE SIGNATURE ON THIS SEAL IS NOT AN ORIGINAL AND NOT BLUE IN COLOR THEN IT SHOULD BE ASSUMED THAT THIS PLAT MAY HAVE BEEN ALTERED. THE ABOVE CERTIFICATION SHALL NOT APPLY TO ANY COPY THAT DOES NOT BEAR AN ORIGINAL SEAL AND SIGNATURE. VICINITY MAP - N. T. S. ® 4. RIGHT OF WAY EASEMENT IN FAVOR OF PROPERTY OWNERS IMPROVEMENT DISTRICT NO. 247 OF PULASKI COUNTY, ARKANSAS, DATED MARCH 15, 1989, FILED APRIL 6, 1989 AS INSTRUMENT NO. 89-17551, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTEES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) O 5. RIGHT OF WAY EASEMENT IN FAVOR OF PROPERTY OWNERS IMPROVEMENT DISTRICT NO. 247 OF PULASKI COUNTY, ARKANSAS, DATED MARCH 15, 1989, FILED APRIL 6, 1989 AS INSTRUMENT NO. 89-17552, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) © 6. FLOODWAY EASEMENT AGREEMENT BY AND BETWEEN SHACKLEFORD FAMILY LIMITED PARTNERSHIP AND THE CITY OF LITTLE ROCK, ARKANSAS, RECORDED JUNE. 2,1998, AS INSTRUMENT NO. 98-041097, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) O 7. SUBJECT TO ANY PORTION OF THE SUBJECT PROPERTY LYING WITHIN THE BOUNDS OF PROPERTY CONVEYED BY DEDICATION DEED EXECUTED APRIL 20, 1998 BY SHACKLEFORD FAMILY LIMITED PARTNERSHIP TO THE CITY OF LITTLE ROCK, FILED FOR RECORD JUNE 18, 1998 AND RECORDED AS INSTRUMENT NO. 98-046678, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) O 8. RIGHT OF WAY INSTRUMENT IN FAVOR OF F,NTERGY ARKANSAS, DATED SEPTEMBER 1, 1998, FILED SEPTEMBER 25, 1998 AS INSTRUMENT NO, 98-074428, RECORDS OF PULASKI COUNTY, ARKANSAS. (BLANKET IN NATURE AS NOTED ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, BLANKET IN NATURE.) O9. SANITARY SEWER RIGHT OF WAY INSTRUMENT IN FAVOR OF CITY OF LITTLE ROCK ARKANSAS FOR THE USE AND BENEFIT OF THE LITTLE ROCK SANITARY SEWER COMMITTEE, DATED DECEMBER, 2002, FILED FEBRUARY 13, 2003 AS INSTRUMENT NO. 2003015458, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) Q 10. ELECTRIC POWER AND COMMUNICATION FACILITIES EASEMENT AGREEMENT BY AND BETWEEN SHACKLEFORD FAMILY LIMITED PARTNERSHIP AND ENTERGY ARKANSAS, INC., DATED DECEMBER 11, 2003, FILED DECEMBER 13, 2003 AS INSTRUMENT NO. 2003015459, RECORDS OF PUI.ASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) 011, SUBJECT TO ANY PORTION OF THE SUBJECT PROPERTY LYING WITHIN THE BOUNDS OF PROPERTY CONVEYED BY DEDICATION DEED EXECUTED JANUARY 26, 2009 BY JOE D. WHISENHUNT AND MARGARET H. WHISENHIJNT, HUSBAND AND WIFE TO THE CITY OF LITTLE ROCK, RECORDED JANUARY 26, 2009 AS INSTRUMENT NO. 2009005744, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNED AS PROJECT NO. 07-105. (DOES NOT AFFECT.) 12. INGRESS AND EGRESS EASEMENT AS OUTLINED IN MEMORANDUM OF AGREEMENT OF SUB GROUND LEASE MADE AND ENTERED INTO BY AND BETWEEN JOE D. WHISENHUNT AND MARGARET H. WHISENHUNT, HUSBAND AND WIFE, ("LAjII;LORD") AND SUPERIOR FEDERAL BANK, FSB ("TENANT'), RECORDED FEBRUARY 5, 1999 AS INSTRUMENT NO.99-10758, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNED AS PROJECT NO. 07-105. (DOES NOT AFFECT.) ©3 13. ALL MATTERS CONTAINED IN AND/OR REFLECTED ON THE ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY BY TODD A. SHETTLES, ARKANSAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1527, WITH DEVELOPMENT CONSULTANTS INC. DATED MAY 18, 2009, AND RECORDED MAY 18, 2009 AS INSTRUMENT NO. 2009032901 IN THE REAL ESTATE RECORDS OF PULASKI COUNTY, ARKANSAS. (AFFECTS, PLOTTED AND SHOWN.) 15 15. 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. WHISENHIJNT, HUSBAND AND WIFE,, RECORDED MAY 22, 2009 AS INSTRUMENT NO. 2009034287, RECORDS OF PULASKI COUNTY, ARKANSAS. (AFFECTS, PLOTTED AND SHOWN.) ©16. SUBJECT TO A 30 FOOT WIDE FOR AN ELECTRIC; POWER AND COiMMUNICATION FACHSTTES GRANTED TO ENTERGY ARKANSAS, INC. BY KROGER LIMITED PARTNERSHIP I IN RIGHT OF WAY INSTRUMENT NUMBER 2009064451, RECORDS OF PULASKI COUNTY, ARKANSAS. (AFFECTS, PLOTTED AND SHOWN.) 17 17. TRACT SPLIT RECORDED AUGUST 21, 2017 AS INSTRUMENT NUMBER 2017053236, RECORDS OF PULASKI COUNTY, ARKANSAS. (AFFECTS, BLANKET IN NATURE.) KROGER LIMITED PARTNERSHIP I SETBACKS: ZONING: C-2 PO BOX 1878 FRONT: 40' MEMPHIS TN 381011878 SIDE: 40' REAR 40' VESTED IN: KROGER LIMITED PARTNERSHIP I SOURCE: LITTLE ROCK PLANNING & RECORDED PLAT # 2017053236 DEVELOPMENT 501-371-4790 a ' 1 / : / / ► 723 W. MARKHAM ST, LITTLE ROCK, AR 72201 0 FOUND MONUMENT AS NOTED p. HANDICAP PARKING - w - w - w - WATER LINE O SET MONUMENT N 89°26'57" W ELECTRIC VAULT - - - CENTERLINE OF ROAD - C/L © SANITARY SEWER L2 M BOLLARD - - - - - - RIGHT-OF-WAY - R/W ® ELECTRIC METER ITV CABLE VAULT - X - X - X - FENCE POWERPOLE S 89°30'01" E 32.57' - UTILITY EASEMENT 435.71' ■ GRATEDINLET -Ov-aP-ae- OVERHEAD POWER LINE GR11 WATER VALVE (1) TELEPHONE PEDESTAL N 03010'13" BOUNDARY LINE © GAS METER O WATER METER - - - - - FORTY LINE ELECIIUCAL BOX 34.29' FIRE HYDRANT H.W. HEAD WALL LIGHT POLE ® STORM WATER W.W. WING WALL ® NO PARKING AREA N 04035'35" FLOOD ZONE "AE" R.W. RETAININGWALL 0 12.16' S 72027'26" R.C.P. REINFORCED CONCRETE PIPE SANITARY SEWER FLOODWAY C5 R 12.15' - s - s - s - LINE LINE BEARING DISTANCE 1_1 M N 89°26'57" W 5.55' L1 R N 89'37'32'W 5.55' L2 M N 00°44'04" E 45.34' L2 R N 00°33'29" E 45.34' L3 M S 89"19'26" E 32.57' L3 R S 89°30'01" E 32.57' L4 M N 00°29'05" E 435.71' L4 R I N 00°18'30" E 435.71' CURVE ARC LENG1 HCHORD BEARING CHORD LENGTH RADIUS C1 M 131.67' N 17059'12" E 131.62' 1340.00' C1 R 131.68' N 17059'12" E 131.62' 1340.00' C2 M 233.74' N 10°34'37" E 232.79' 746.20' C2 R 233.75' N 10034'37" E 232.79' 746.20' C3 M 34.29' N 03010'13" E 34.29' 1340.00' C3 R 34.29' N 03010'13" E 34.29' 1340.00' C4 M 6.58' N 04035'35" E 6.58' 93.50' C4 R 6.58' N 04035'35" E 6.58' 93.50' C5 M 12.16' S 72027'26" E 11.97' 20.00' C5 R 12.15' S 72017'21" E 11.96' 20.00' C6 M 47.28' N 45023'23" E 42.54' 30.00' C6 R 47.10' N 45020'18" E 42.41' 30.00' C7 M 23.12' N 06042'17" E 23.07' 100.00' C7 R 23.00' N 06057'05" E 22.95' 100.00' C8 M 10.33' N 03052'48" E 10.28' 30.00' C8 R 10.43' N 03035'00" E 10.37' 30.00' X111111 W ::`. to �3p 1n W Z W zea �IIIIII 1• 1• z Z Q n< 11 r C) cr Q Z ��W ,�IIIIII, Z Q � D U W ::`. to �3p 1n W Z W zea • 1• 1• z Z Q n< 11 r C) cr Q Z ��W Q. Z Q � D U 1 O Y • L � Q O J o. J 1 1► 1 • • F- W Z W (� LLO Q ®Q J � a 1 ::`. 1n ili��1,\1 i • 1• 1• • • •1 � 1 • • • 1 1► 1 • • 1 • • i • 1 � r I I a