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HomeMy WebLinkAboutZ-6318-F Map 5OA A FENCE POTENTIALLY ENCROACHES ACROSS THE SOUTHEASTERN BOUNDARY LINE BY UP TO AS MUCH AS 38.16' I.� I �4L'pA��'�3' Y OP Z rr, z R CCkC�'fNC e +. N N �o Z z 47.8' 184.6' Building Height Locationo Building 1 1 -Story Masonry 67434.47 Sq. Feet Building Height: 30.0' 16105 Chanel Parkway 14' a SUBJECT 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 "W"; 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 I, 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 NE1/4 NEI/4 SECTION 1, TIN, RAW, AND PART OF THE NWI/4 NW11/4 SECTION 6, TIN, ROW, PULASKI COUNTY, ARKANSAS, DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NE1 /4 NEI/4; THENCE NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, ALONG THE SOUTH LINE OF SAID NE1/4 NE1/4, 330.97 FEET; THENCE NORTH 00 DEGREES 18 MINUTES 47 SECONDS EAST, ALONG THE FAST LINE OF THE SUBJECT PROPERTY, 35.81 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 18 MINUTES 47 SECONDS EAST, ALONG SAID EAST LINE, 85.39 FEET; THENCE SOUTH 89 DEGREES 41 MINUTES 02 SECONDS EAST, 74.63 FEET; IT IENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 11.87 FEET AND A CHORD 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 DECREES 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 CI LORD 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 FAST, 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 TI IE LEFT HAVING 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 SOUTI175 DEGREES 04 MINUTES 00 SECONDS EAST, 49.78 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET, AN ARC I.FNGTII OF 14.13 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 61 DEGREES 55 MINUTES 28 SECONDS FAST, 12.99 FEET; IT IENCE NORTH 15 DEGREES 15 MINUTES 13 SECONDS EAST, 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 MINUTES 19 SECONDS WEST, 21.45 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF CHENAL PARKWAY; TI IENCE SOUTH 74 DEGREES 05 MINUTES 58 SECONDS EAST, ALONG SAID SOUTH RIGHT' -0F -WAY LINE, 55.80 FEET; TIIENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 48.30 FEET, AN ARC LENGTI I 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; TIIENCE 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 FAST, 33.44 FEET; THENCE SOUTH 67 DEGREES 13 MINUTES 46 SECONDS EAST, 163.13 FEET; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET, AN ARC LENGTH OF 47.88 FEET AND A CHORD BEARING 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 4724 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 FAST, 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 BFARING 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 CIIORD BEARING AND DISTANCE OF NORTH 87 DEGREES 25 MINUTES 54 SECONDS WEST, 50.36 FEET, THENCE, ON A CURVE. O THE LEFT HAVING A RADIUS OF 60.00 FEET, AN ARC LENGTH OF 73.62 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 64 DEGREES 39 MINUTES 00 SECONDS WEST, 69.09 FEET; THENCE ON A CURVE TO TI IE RIGHT HAVING A RADIUS OF 180.00 FEET, AN ARC LENGTH OF 87.44 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 43 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 THE RIGHT HAVING A RADIUS OF 75.00 FEET, AN ARC LENGTH 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. STATE RECORDING NUMBER: 500-iN-14W-0-1-100-60-1532 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. ..%011111111 J/l/pi GISTER **STATE OF••• ARKANSAS C b ; NO. 1532 ty- •.; �tY D• ` .;* LAS 1 111110 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. SHETTLES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) 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 l8, 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.) ® 8. RIGHT OF WAY INSTRUMENT IN FAVOR OF ENTERGY 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.) O 9. 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. SHFTTLES, 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 l3, 2003 AS INSTRUMENT NO. 2003015459, RECORDS OF PULASKI COUNTY, ARKANSAS, AND AS SHOWN ON SURVEY DATED MAY 18, 2009 BY TODD A SfIETTI.ES, REGISTERED PROFESSIONAL LAND SURVEYOR, WITH DEVELOPMENT CONSULTANTS, INC., DESIGNATED AS PROJECT NO. 07-105. (AFFECTS, PLOTTED AND SHOWN.) ©1 11. 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. WHISENHUNT, 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 WIPE, ("LANDLORD') AND SUPERIOR FEDERAL BANK, FSB ("TENANT , RECORDED FEBRUARY 5, 1999 AS INSTRUMENT NO. S'9-10758, 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. SHETTLFS, 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. WHISENHUNT, 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 COMMUNICATION FACILITIES GRANTED TO ENTERGY ARKANSAS, INC. BY KROGER T IMTID 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 1 • r 1 • • e ' • • - < •' ,q 723 W. MARKHAM ST, LITTLE ROCK, AR 72201 FOUND MONUMENT AS NOTE HANDICAP PARKING - w - w - w - ® © - - - - - - w.<,• ;� 'L0 _ .' - - COMPLETED FIELD WORK: 0 F D HA - _ - WATER LINE .. .... NOVEMBER 16, 2017 0 SET MONUMENT E� ELECTRIC VAULT - - - - - - CENTERI_[NE OF ROAD - C/L, m� ® FN)otlWay 1 ©SANITARY SEWER 0 BOLLARD RIGHT-OF-WAY - R/W . , ZOne AE 1 BASIS OF BEARING: ® ELECTRIC METER TV CABLE, VAULT - x - x - x FENCE Cl - - - w sep�°I' / - _ _ .. .. . ARKANSAS STATE PLANE, NORTH ZONE, NAD 83 rX OWER POLE ■ GRATED INLET - uv - or - ae - OV UTILITY EASEMENTAD POWER LINE . - a.o8elt e� - ® y - ... .. .. i .. REFERENCE DOCUMENTS: WATER VALVE O TELEPHONE PEDESTAL F �' BOUNDARY LIN 15 Se�n 0oc42 03015 t rrea" -' is b"c; #2Do30t54 - s - s s - s - s - s - s -"'�° - s-rR°'P°` s - - s s - s - s - s �_38.YC� - : . I _ 1. WARRANTY DEED FILED IN DEED BOOK 2009 AT PAGE 34284. ©GAS METER Q WATER METER - - - - - FORTY LINE ,trete - - - - w - - - omer - . f .. 2. SURVEYELECTRIC PLAT FILED IN PLAT BOOK 2009 ATN BO 32901. -0 H.W. HEAD WALL. '-' +k- .w"" -u '�'` '? +�-- �a� � - . . . ' ' ` � � � ELECTRIC & LECCOM EASEMENT FILED IN BOOK 2003 AT ELECTRICAL BOX FIRE HYDRANT ai--.w�.0 _-u - u.-- w�.0 �u y� NE Y4, NE t/a .. j ..... . ,rte S 89°41'24" E 39,46' (M) ..... 3 PAGE. 15459. IIGET POLE ® STORM WATER W.W. WING WALL .w _u--u-u-- .®716 r -.x- -x-x x-x-x-x-x-.x--x-.x--x-.x-x-x z� Section1 .. .. ... -uv-ur S89°40'59"E39.48' R .. .. I ... W i z �� - wm - o"° - - ox° - °" °P - ar - pA 30.8FUtility - ( ) T -1-N, R -14-W ... .. .. SANITARY SEWER EASEMENT FILED IN BOOK 2003 AT PAGE O Rk FLOOD ZONE AE R.W. - 20 O'Eleclnc 10 16 I 4 5 8ITA ® RCP REINFORCED .. .. - .. - .. .. of N, e : - :. - - . .. - _ .. - . EaserrlSnt . - .. ... .. .A R W RETAINS CED CONCRETE PIPE 5 PLAT 2017053236 IN OFFICIAL RECO CORDED AUGUST 17 OSANITARY .. ... RDS, RE �F FLOODWAY - s - s - s - SEWER LINE F T 8 20 FLOODWAY - - SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN rs a w 141.44'-D1r AT] N - OUT OF SCALE FOR CLARITY. - S -� S �'S S - 5 �• -5 s - S G - S -�- S - s - s - wa6nan 5©3Q� "Aw - 5 - 5 S - S - s ' - s S S - - S - 5 _ - "' . / ewsev.Ewr - - - -/ 9 ._..'S 5 - s S S -5. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE. GROUND APPURTENANCES ONLY. THE SURVEYOR WAS 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 what's 9610W. LOCATIONS (REQUEST FOR GROUND MARKINGS) OF UNDERGROUND Cal before you dig. UTILITY LINES DIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL. PARTS THEREOF UNLESS OTHERWISE NOTED. MONUMENTS WERE FOUND AT POINTS WHERE INDICATED. BY GRAPHIC PLOTTING ONLY, A PORTION OF THIS PROPERTY 1S IN ZONE "AE" AND FLOODWAY ZONE "AE" OF THE FLOOD INSURANCE RATE MAP, COAQvfUNIIY PANEL NO. 05119C0314G, WHICH BEARS AN EFFECTIVE, DATE OF 07/06/2015 AND IS IN A SPECIAL FLOOD HAZARD 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 CHENAL PARKWAY AND KIRK ROAD, BOTH BEING A DEDICATED PUBLIC STREET. 9. THE NEAREST STREET INTERSECTION IS THAT OF CHENAL PARKWAY AND KIRK ROAD BEING LOCATED APPROXIMATELY 326' FROM THE NW CORNER OF THE SUBJECT PROPERTY. 0 50 100 150 1 INCH= 50' FEET LINE BEARING DISTANCE L1 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°1926" E 32.57' L3 R S 89°30'01" E 32.57' L4 M N 00'29'05" E 435.71' L4 R N 00°18'30" E 1 435.71' 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 10034'37" E 232.79' 746.20' C2 R 233.75' N 10034'37" E 232.79' 746.20' Cf M 34.29' N 0301013" E 34.29' 1340.00' C3 R 34.29' N 0301013" 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 72°17'21" E 11.96' 20.00' C8 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 0305248" E 10.28' 30.00' C8 R 10.43' N 03035'00" E 10.37' 30.00' X111111 pru., l$iljr'� �'i%his ... 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