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HomeMy WebLinkAboutZ-6347-A Map 2N 158640.337 E 1194116.796 SMHV1 c's1 COH'do-' WALNUT VALLEY SUB. mp?1 11 '° LITTLE ROCK WEST ADDITION 1INT /,N, IND SE N87.43'38'W 330.00'MEAS FOUND t'PIPEQ' 'P r18`l'a I'00"W 13U.00'REC P,0.8. SANITARY SEWER' - 'OFOUND 1/ 2'REBAR 4'�E,P1 CENTERUNE 01 89 ✓ ren'., b)5 ]�"rf .. N X58830"JO'E+S22N' MH' - 02 _ _ BURIED MONUM€N i� 1R0 P' '10'42'[ BARKSDALE N67'43'36•WO.S.-`-P,STORM DRAIN 629.16"MEAS o0 O �.- _ _ -•._ _. - •.- -_ .� - ._- _i0" SAxliapr SEWER - _- - P.08. 4AWTNR Uvk A)d NO1R51 .E I CENTERUNE 1 CENTERLINE #2 O1W'6s"E n P { fA$fMENT (LASLED AS 25' SERVICE EASEMENT) 959.52'MEAS m �' 9595/HEC yN (l $' EASEHEN) N.. IIIM _... _..'._. _-_. ___ .. _ ,..� _ . _ 08.. QRN DRNN N. - _- ' P J.B. 1 _ _ 1 (- - •" ( 81}8'ST'w.�TJ2]] 4218 TER INE _ _ I- � SSMHI- �'�'•�+••� -i5M I 389'q'y'E� _.. ._ -. ___ .70' STp1u we qR FhSFLE]R iV.0.0. STORu DRAIN SWMH ._.__ N8a'S8'20'W�r....10.�'�---�..o,�..m.,.o� _ TITER E.aSFIAENi Id SANITARY ._ N8f9100W..203.01'++r.., - "-....'SSMN _._ __ . _SWM]1 T0'i0 CRATE W T ff -- -- -- ... •,,. 1 E OFLM ITER EA6EMENi __ _ .. ') '^W. ' 20' SERVICE I �j �,gy2Y "'^'�.- 1p 51 - _ 20' SERVICE EASEMENT -- A� <� 2 ,EASEMENT -]erof'Ja•µ,`` S'M'TTawr 1 / / GRAZE I iata,42'EA �N8TA4'28'Wrww)I.8 CI.H\'T. DATA I i -� Or] wl "1 /' /7 '� I 1 - - _ - n L_ (PROPERTY) J<S', iv= 04'36'03' ILI0 p R 111"-. R ". II/5.92'MEAS I' o y ) zf 1 S�M 47.24"MEAS `"I I 94.vn':I 94.43'MEAS r] I • I iI I GARDEN yy 10715 RODNEY PARHAM 1 �]�/ // I s ..�M14 p✓Len\ J�'0`� .�` NI Vii; /.' // ".�. `i.1, �/��Y✓ 042i•ii0� �hll I�� 4 I= SSMH I CURVE DATA �� IS --i--� 5, I I I (PROPERTY) v J a! 07"00,00,'-'r<='__. _L. P.0.8, STORM AW u -. a'!.: R = t11592'MEAS _ .. .� I - - _., - ! '") /'CfHiERIINE 136.3MEAS I �• - : KMART 3120 N BURIED MONUMENT Z 1 r �al�i�Ill W a W d a w �a za s14s\vRb6oa. �i F 6 m F S� IT BURIED MO>:JMENT HARVEST FOODS } v1 0lI z n of Ii P.D.O. STORM OR NN I d I lq CENTERUNE b. SSMH I N I I 8 \\\ yF� i 1 ✓ N I `.9fiC4 6';,i ' N SWMH f0 � , .I 8C REMOVED c„a ---- --- --L' _ _..- _. .___.. ._._- - - -- _. -' - - ....... - - -- I .....-_ .--:..... - oz4 0' SERVICE EASEMENT Ot0 ESfR•OCEFOUND I/2-REBAR _J,`ILasM,4r\OD � _u� ffEasENtNT NEW 20 EASM.II ..iI I m O�i♦�.i,aE 32 " T.._ S84'4a'- �'"�`�+208.Bp' -- _-' --- -- ---1._.J GRATE- FOUNp 1"STEEL. ROD t rXtaTE 1n' statM WATER -' ^-- . _ FASFMENi .__ ._._. i „r"�"'m'r,r,�T83V503 GRATE µ0c'. I 1•,-, I P•O.8, STORM MAIN / _,-- _ CENTERLINE /Y` -- _-_-^"�""°°SBJSB'12"E.....90.IY•.s c / / f0' STORM WatFR EA5ElIEN7 _ '_ ,*e / / ORATE/ m°J r4•�J-ttXxt / / z s / / I,� oOi g % /O- rn Z �. Y / / U� i'^ I:7)STttAH V1 / / GO I II s I / / LOT 1 min / a I III EXXON / KRESGE-CHOWi�IVIG SUBDIVISION ZIP IRi LOT 1, BURROWS- CHOWNING SUB. s gH / % y 10705 RODNEY PARHAM SitI (AS RECORDED RAT 800x 32. PAGE 49) 0.m I £• I I / // T07AL MEASURED CO y B 2/ / 661,256. 9q. Et. 1/ / 15.18 aeras La, I z I BURIED MONUMENT �� 0i 1//` WI 1 by J f I Mi I 1 FOUND 1/2"REOAR \ UBS P /F� fr0UN0 1/2"REBAR 1e e`v , / / I FOUND 1/2-REBAR 1 .�w. oo CURVE DATA PR � EAS�FOUN,11,,i/2'REBAR' I 1`(OPERTYooS 607.J6'RLC R - 566.89'MEAS O• I vo Ic4.di RIC T 135.tl6'MEAS 9b F / i $tISTINC .. 7G103?FC MANHOLE` l'2''Y L 265.18'MEAS 4] FouraO 1/2`REDAR O FOUND EXISTING PROPERTY MONUMENT laJ SET 1/2' X 24' IRON ROD (� SANITARY SEWER MANHOLE STORM SEWER MANHOLE CERTIFICATE OF SURVEYING ACCURACY: I, DAN B. ROBISON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPEAND MATERIAL ARE CORRECTLY SHOWN. SIGNED, DATE OF EXECUTION DAN B. ROBISON, REGISTERED LAND SURVEYOR NO. 1056, ARKANSAS. CERTIFICATE OF ENGINEERING ACCURACY: 1, DONALD V. SHILLINGTON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. SIGNED, DATE OF EXECUTION DONALD V. SHILLINGTON, P.E. REGISTERED ENGINEER NO, 6995, ARKANSAS SANITARY Sf.WiR F.ASEMFNt PART OF LOT I OF THE KRESGE-CH015NING SU8011ASION, LITTLE ROCK ARKANSAS trf AS B, G WORE PARTICULARLY DESCRIBED AS FOLLOWS: PART OF HE NEI/4 OF THE. NEI/4, SECTION 33, AND PART OF THE Nw1/4 OF THE NWI/4, SECTION 34, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED AS FOLLOWS: A 10 FOOT (10') 'AIDE PERMANENT EASEMENT, THE CENTERUNE BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NW1/4 NWI/4 OF SECTION 34, A FOUND 1/2' REBAR ROD; THENCE 587'43'38•E (BASED UPON P A.G I S PLANE COORDINATE SYSTEM), ALONG THE SOUTH LINE OF SAID NEI/4 NEI/4, FOR 6.97 FEET TO THE POINT OF BEGINNING OF CENTERUNE NO 1, THENCE ALONG CENTERUNE MD. 1 AS FOLLOWS: NO2'16'22'E FOR 5.70 FEET TO THE POINT OF BEGINNING OF CENTERLINE NO. 2. AN E.XISfINGSEWER MANHOLE; THENCE, CONTINUING ALONG SAID CENTERUNE NO 1, NOt'43'54'E FOR 24.78 FEET TO AN EXISTING SEWER MANHOLE; N8416'51'W FOR 132.77 FEET TO AN EXISTING SEWER MANHOLE; N84'3106"A' FOR 203.91 FEET TO AN EXISTING SEWER MANHOLE: N76'04'34'W FOR 186.42 FEET; N87'44'28'W FOR 117.99 FEET; NOV07'08"W FOR 221.38 FEET TO AN EXISTING SEWER MANHOLE; NO2'36'36'E FOR 347.11 FEET TO AN EXISTING SEWER MANHOLE.; N22'43'53"W FOR 151.85 F4ET TO THE POINT OF TERMINATION OF CENTERUNE NO. 1 ON THE SOUTHERLY UNE OF LOT 2, SAID KRESGE- CHOWNING SUBDIVISION BEING 2.0 FEET FROM THE SOUTHWESTERLY CORNER OF SAID IAT 2. A FOUND 1/2' REBAR ROD. ALSO FROM SAID POINT OF BEGINNING OF CENTERUNE NO, 2, RUN THENCE S86'50'50'E FOR 322.81 FEET TO THE POINT OF TERMINATION OF CENTERUNE N0. 2. AN EXISTING MANHOLE, BEING 0.8 FOOT NORTH OF THE SOUTH LINE OF SAID LOT 1, EASE]JENTS TO EXTENU FIVE (5) FEET EACH DIRECTION (AS e{EASURED AT RIGHT ANGLES) FROM THE CENTERUNE(S) OF THE EWER LINES AS CONSTRUCTED WITH PARALLEL SIDES OF EASEMENT EXTENDING TO THE PROPERTY LINES. STORM WATER SEWER EASEMENT PART OF LOT I OF THE KRESGE-CROWNING SUBDIVISION, UT'TLE ROCK ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOM;; PART OF RIE : N T F.t/. OF THE NE1/4, SECTION 33, AND PARI OF THE Nwt/4 OF THE NVA/4, SECTION 34, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED AS FOLLOWS: A 10 FOOT (10') WIDE PERMANENT EASEMENT, THE CENTERUNE BEING DESCRIBED AS FOLLOWS: COMMENCING AT INC SOUTHWEST CORNER OF SAID NV11/4 N'81/4 OF SECTION 34, A FOJND 1/2- REBAR ROD; THENCE N87'43'36"W (BASED UPON P.A.G-.S PLANE COORDINATE. SYSTEM), ALONG THE SOUTH LINE OF SAID NEI/� NEI/4, FOR 277.68 FEET TO THE POINT OF BEGINNING OF CENTTRONE NO. 1; THENCE ALONG CENTERUNE NO. 1 AS FOLLOWS: NOV49'39'E FOR 31.53 FEET TO THE P01141 OF BEGNNING OF CENTERLc.E N0, 2, AN EXISTING STORM WATER STRUCTURE; THENCE, CONTINUING ALONG SAID CENTERLINE NO. 1, N84"59'20'v+ FOR 238.10 FEET '0 THE PC NT OF BEGINNING OF CENIERUNE N0, 3, AN EXISIING STORM ViATER STRUCTURE; THENCE CONTINUING ALONG SAID CENIERLINE NO, 1. :.4."V20'W FOR 45.70 FEET; N87-44`?8'W FOR 7167 FEET; NO2'W.12'W FOR 128.:7 FEET TO THE POINT OF BEGINNING OF CENTIRUNE NO. 4; THENCE, CONTINUING ALONG CENTERLINE NO. i, N0211'32'W FOR 95.00 FEET TO THE POINT OF BEGINNING OF CENTERUNE NO. 5, THENCE, CONTINUING ALONG CENTERLINE NO. 1, 1402'1"32'E 'OR 75.00 FEET; 06112'25-E FOR 97.02 FEET TO AN EXSTIG STORM WATER STRUCTURE; S83'J6'12-E FOR 99.19 FEET TO AN E.XISTIG STORM WATER STRUCTURE; S83'06'05'E FOR 133.03 FEET TO THE PINT OF BEGINNING OF CENTERLINE N0. 6, AN EXISTING STORM WATER STRUCURE; THENCE, CONTINUING ALONG CENTERUNE NO. 1, N30'09'44"E FOR 3'8.58 FEET TO THE POINT OF TERMINATION OF CENTERUNE NO. 1 ON TIE SIUTHERLY RIGHT OF WAY UNE OF RODNEY PARHAM ROAD BEING 1,158'441,6'0 OF, .AND 120.88 FEET FROM, A FOUND 1/2 REBAR ROD. AL SC FROM AID POINT OF BEGINNING OF CENTERUNE NO. 2, RUN THENCE S89'4757'E FOR 242.76 FEET TO AN EXISTING STORM WATER STRUCTURE; N80'2T27"E FOR 113.05 FEET TO THE POINT OF TERMINATION OF -ENTE8INE NO. 2, A POINT 5 FEET BEYOND AN EXISTING STORM WATER _ S 1-RUl .IRF, ALSO FROM ;AID POINT OF BEGINNING OF CENTERLINE NO. 3, RUN THENCE N71'1820'W FOR 49.24 FEET TO THE POINT OF TERMINATION OF CENTEIINE NO. J. A POINT 5 FEET BEYOND AN EXISTING STORM WATER STRUCURE. ALSO FROM SAID POINT OF BEGINNING OF CENTERUNE NO. 4, RUN THENCE N87'4,28"W FOR 18,00 FEET TO THE POINT OF TERMINATION OF CENTEUNE NO. 4. ALSO FROM AID POINT OF BEGINNING OF CENTERUNE NO. 5, RUN THENCE N87'442d'W FOR 19.00 FEET TO THE POINT OF IERMINATION OF CENTUJNE NO. 5. ALSO FROM MD POINT OF BEGINNING OF CENTERUNE NO. 6, RUN THENCE S84'44i2 E FOR 208.80 FEET TO THE POINT OF TERMINATION OF CENTERINE NO. 6, A POINT 5 FEET BEYOND AN EXISTING STORM MATER STRUCIRE. EASEl4F.TS TO EXTEND FIVE (5) FEET EACH DIREC7I01i (AS MEASURED AT RIGHT AGLES) FROM THE CENTERLINE(S) OF THE STORM WATER LINES AS CONSTRCTED MIR PARALLEL SIDES OF EASEMENT EXTENDING TO THE PROPERY LINES. C'' .ly - ]( / I �•� - \ \ \� ,dsI,:r: II � L"" rpt\SS, B.Fe-r. A6 F •- / // //� 26j\M, F�q,5 F(\QNfQR�.i4 se6.p,C\/J/y.° a" 2 v9F�., ©\"1C�„ _ / / / �II . FOUND 1/2RBAR C`W ' y I MPR 1-DEMS FOUND 3/4"PIPE UHE . 1 \ M4 /\`' •'A\U\ , G -"W tU11. 1 1� t _'•' Y_ -/E 2•_RT.1E4NSG A RFpUNG 1 4 90 FOUND NAIL FOUND �- ILJ ` "t� EXISTING STORM� R/R SPIKE FOUND 1/2BA WATER MANHOLE60 FOUND NAIL a0 MANHOLEJ] FOUND 112-REBAR 159460.414 CERTIFICATE OF OWNER. E 1193441,704WE, THE UNDERSIGNED, OWNERS OF THE REAL 6 ". ESTATE SHOWN AND DESCRIBED HEREIN,: DO HEREBY CERTIFY THAT WE AID -0PF, PLATTED, AND COMBINED, AND fro HERE. _i, PLAT ANDT� COMBINE L - .. IN ACCORDANCE WITH fQ:;y,,(�+,e _-/FOUND 1/2•RLOAR �� - � r .Ft p,� (FORMERLY LOT S) THIS SIGNED, - \\\ rOb•4T�,/S,/ �\_\ 1090/ ROONEY PARHAM FOUND 3/4-REBAR ____ _______ DATE OF EXECUTION -- -- - -_- e+ syel; y SSeE I`vF [Z' - - - - - - - - - - --- ---,_ LOT 2 A OJND , REE �' Ak ------------ --- - \ c< o ADDRESS PULASKI SOURCE OF TITLE: dgJO;. s5g,�, m o9tIRODNEY PARHAM \ 1 DEED RECORD BOOK__ __, PAGE------------------ s °o�F,F (NOT PART of THIS soR r'r) OR INSTRUMENT NUMBER----- - ----- - - °N C°es r abs ' SURVEYOR'S NOTES: FOUND NAIL CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ---------------------FILED NO STATEMENT iS MADE AS TO THE EXISTENCE OR LOCATION; EXCEPT FOR RECORD --------------------- 19___, IN PLAT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. 36750 °F BOOK ----,PAGE-------. THOSE PROPERTY CORNER MONUMENTS LABLFD 'BURIED' WERE DETERMINED ?sF v`,' L�• '{i BY PINPOINTING THE CENTER OF THEIR MAGNETIC FIELD. TYPE AND SIZE �y 4 L ' V` 4 SIGNED, r ' WERE NOT FIELD VERIFIED, A NAIL &WASHER WERE SET OVER THE POINT. Mfq � s,.1 iA�0 .. 86' ..._ ..l SURVEY VALID ONLY IF PRINT HAS ORIGINAL L NA SEA AND SIGNATURE OF THE '\ S7J.4I12 brpF' (NAME) -_ CLERK 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 SAID RULES AND REGULATIONS. SIGNED, DATE OF EXECUTION L.R. PLANNING COMMISSION BURIED MONUMENT SURVEYOR PRESENT ON IT, \ 8p'91 AF£gg TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. EXISTING U71UTY LOCATIONS ARE FROM UTILITY COMPANIES' RECORDS AND/OR ABOVE GROUND INSPECTIONS. FLOOD PLAIN: NO PORTION OF THIS PROPERTY IS WITHIN A SPECIAL FLOOD HAZARD AREA (SFHA BASED UPON A FEDERAL EMERGENCY MANAGEMENT. AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) OR A FLOOD HAZARD BOUNDARY MAP (FHBM): COMMUNITY PANEL NO. 0Q1,81__0Q5 AS DATED: AUGUST S. 1985. LOT 1, KRESCE-CHOWNING SUBDIVISION CONTAINS 779 PARKING SPACES NOTE: SOME OF THESE PARKING SPACES MAY BE CONTROLED BY OTHERS. 1 <.r \ ` N7344OJ.wB1FOUND ,CHIS ED 88FAfAS ' Nb323"SB'W83.66'Mp}g PER Ph,AT ,BOOK, 32 FAGF 49 LEQc1L_SCRIP liE TON N R SHOPPING CE 7 BEING A TRACT OF LAND IN THE NEI/4 OF THE NEI/4, SECTION 33, T -2-N, R -73-W AND THE NWI/4 OF THE NWI/4, SECTION 34, T -2-N, R -13- W, PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NWI/4 OF THE NWA/4 OF SAID SECTION 34 ALSO BEING THE SOUTHEAST CORNER OF THE NE1/4 OF THE NEI/4 OF SAID SECTION 33; THENCE N89'41'W AND ALONG THE SOUTH LINE OF SAID NEI/4 OF THE NEI/4 OF SECTION 33, A DISTANCE OF 629.20' TO A POINT IN A CURVE TO THE LEFT HAVING A RADIUS OF 1175.92' SAID POINT BEING IN THE EASTERLY R.O.W. UNE OF SHACKLEFORD ROAD; THENCE ALONG SAID CURVE AND WITH THE EASTERLY R.O.W. LINE OF SHACKLEFORD ROAD,A DISTANCE OF 120.00', SAID CURVE HAVING A CHORD BEARING OF N0413'15"W AND CHORD DISTANCE OF 119.25' TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1115.92'; THENCE ALONG SAID CURVE AND CONTINUING WITH THE EASTERLY R.O.W OF SHACKLEFORD ROAD A DISTANCE OF 136.33', SAID CURVE HAVING A CHORD BEARING OF NO3'31'43'W AND CHORD DISTANCE OF 136,25'; THENCE NOO'00'53'W AND CONTINUING WITH THE EASTERLY R.O.W. LINE OF SHACKLEFORD ROAD A DISTANCE OF 281.20' TO A POINT IN A CURVE TO THE LEFT HAVING A RADIUS OF 602.96'; THENCE ALONG SAID CURVE AND CONTINUING WITH THE R.O.W. UNE OF SHACKLEFORD ROAD A DISTANCE OF 264,99', SAID CURVE HAVING A CHORD BEARING OF N12 -10'W AND A CHORD DISTANCE OF 262.80; THENCE N74'40'E LEAVING THE EASTERLY R.O.W LINE OF SHACKLEFORD ROAD, A DISTANCE OF 146.5'; THENCE N15'20'W A DISTANCE OF 162,7' TO A POINT IN THE SOUTHERLY R,O.W. LINE OF RODNEY PARHAM ROAD; THENCE ALONG THE SOUTHERLY R.O.W. LINE OF RODNEY PARHAM ROAD THE FOLLOWING BEARINGS AND DISTANCES. S75181 A DISTANCE OF 87.56'; S6415'E A DISTANCE OF 80.30; S60'38'E A DISTANCE OF 497.50; S60'00'W A DISTANCE OF 94.80'; S5517E A DISTANCE OF 75.60' TO THE NORTHWEST CORNER OF LOT -1, BURROWS AND CHOWNING SUBDIVISION; THENCE SOVOCE ALONG A WESTERLY LINE OF SAID SUBDIVISION A DISTANCE OF 211.60; THENCE S60'17'E ALONG SAID SUBDIVISION A DISTANCE OF 33.30; THENCE S48'08'E ALONG SAID SUBDIVISION A DISTANCE OF 216.70'; THENCE SOI`06'E A DISTANCE OF 230,40'; THENCE N89'41'W ALONG SAID SOUTH LINE A DISTANCE OF 330.0' TO THE POINT OF BEGINNING AND CONTAINING 15.95 ACRES MORE OR LESS, LESS AND EXCEPT THE FOLLOWING TRACTS: EXCEPTION M7 A 10' STRIP ALONG RODNEY PARHAM ROAD (LABELED ON PLAT AS ADDITIONAL DEDICATION) BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NWI/4 OF THE NWI/4 OF SAID SECTION 34; THENCE S89'41'E A DISTANCE OF 330.00; THENCE NOVOWW A DISTANCE OF 230.40; THENCE N48'08'W A DISTANCE OF 216.70'; THENCE N6017'W A DISTANCE OF 33.30; THENCE NOt'06''N A DISTANCE OF 211.60' TO THE NORTHWEST CORNER OF SAID LOT -1, BURROWS AND CHOWNING SUBDIVISION SAID POINT BEING IN THE SOUTHERLY R.O.W. LINE OF RODNEY PARHAM ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE SOUTHERLY R.O.W. LINE OF RODNEY PARHAM ROAD THE FOLLOWING BEARINGS AND DISTANCES: N5517'W A DISTANCE OF 75.60; N80'00'W A DISTANCE OF 94,80; N60'38'W A DISTANCE OF 497,50'; N64'15'W A DISTANCE OF 80.30; N7518'W A DISTANCE Or 87.56'; THENCE SIS'20'E LEAVING SAID SOUTHERLY R.D,W. UNE A DISTANCE OF 11.55; THENCE S75'18'E A DISTANCE OF 80.81; THENCE S6415'E A DISTANCE OF 79,02; THENCE S60'38T A DISTANCE OF 497.13'; THENCE S60'00'E A DISTANCE 94.33'; THENCE S5517'E A DISTANCE 82.40'; THENCE NOI'06'W A DISTANCE OF 12.33' TO THE POINT OF BEGINNING AND CONTAINING 0,19 ACRES MORE OR LESS. E2{M IT ON 0 A 25' FOOT STRIP ALONG THE SOUTH PROPERTY LINE (LABELED ON PLAT AS SERVICE EASEMENT) MORE PARTICULARLY DESCRIBED AS FOU.OWS: BEGINNING AT THE SOUTHWr ST CORNER OF THE NW1/4 OF THE NWI/4 OF SAID SECTION 34; THENCE N89'41'W ALONG THE SOUTH LINE OF THE NEI/4 OF THE NEI/4 OF SECTION 33 A DISTANCE OF 629,20' TO A POINT IN A CURVE TO THE LEFT HAVING A RADIUS OF 1175.92', SAID POINT BEING IN THE EASTERLY R.O.W. UNE OF SHACKLEFORD ROAD; THENCE ALONG SAID CURVE WITH THE EASTERLY R.O.W. OF SHACKLEFORD ROAD A DISTANCE OF 25.02'; THENCE S89'41% A DISTANCE OF 959,55; THENCE SOVOWE A DISTANCE OF 25,01' TO THE SOUTH LINE OF THE NWI/4 OF THE NWI/4 OF SECTION 34; THENCE N89'41'W ALONG SAID SOUTH LINE A DISTANCE OF 330.0' TO THE POINT OF BEGINNING AND CONTAINING 0.55 ACRES MORE OR LESS. THE TOTAL COMMERCIAL CENTER LESS EXCEPTIONS p1 AND #2 CONTAINS 15.20 ACRES MORE OR LESS. EOQNQARY DESCRIPTION - PER THIS QI IRVEY LOT 1 OF THE KRESGE-CHOlYNING SUBDIVISION, UTILE ROCK, ARKANSAS AS RECORDED AT PLAT BOOK 32, PAGE 49, OF THE RECORDS OF THE CIRCUIT CLERK OF PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED, AS BASED ON BOUNDARY RETRACEMENT SURVEY BY DAN B. ROBISON, RLS91056, DATED AUGUST 20, 1992, AS FOLLOWS: PART OF THE NEL/4 OF THE NEI/4, SECTION 33, AND PART OF THE NWI/4 NWI/4, SECTION 34, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NW1/4 NWI/4 OF SECTION 34, A FOUND 1/2' REBAR ROD; THENCE N87 -43'38-W (BASED UPON P.A.G.I.S. PLANE COORDINATE SYSTEM), ALONG THE SOUTH LINE OF SAID NEI/4 N£1/4 OF SECTION 33, FOR 629,16 FEET TO A BURIED MONUMENT; THENCE N00'01'42'E FOR 25.02 FEET TO THE POINT OF BEGINNING BEING AT THE INTERSECTION OF THE NORTH LINE OF A 'SER'VICE EASEMENT" AS SHOWN ON SAID PLAT BOOK 32, PACE 49, AND THE EASTERLY RIGHT OF WAY UNE OF SHACKLEFORD ROAD; THENCE ALONG SAID EASTERLY RIGHT OF WAY UNE AS FOLLOWS; ALONG A 1175,92 FOOT RADIUS, NON - TANGENT CURVE CONCAVE TO THE WEST, WITH A CHORD BEARING AND DISTANCE OF N0252'54•W 94.40 FEET, FOR 94.43 FEET TO A BURIED MONUMENT; THENCE ALONG A 1115.92 FOOT RADIUS CURVE CONCAVE TO THE EAST, WITH A CHORD BEARING A DISTANCE OF NOI-40-56-W 138.25 FEET, FOR 136.34 FEET TO A BURIED MONUMENT; THENCE NOV49'04'E FOR 281.19 FEET TO A BURIED MONUMENT; THENCE ALONG A 568.89 FOOT RADIUS CURVE CONCAVE TO THE WEST, LITH A CHORD BEARING AND DISTANCE OF NIO13'07'W 262.77 FEET, FOR 265.18 FEET TO A FOUND 1/2' REBAR ROD; THENCE, LEAVING SAID RICHT OF WAY LINE, N76'52'22.'E FOR 146.54 FEET TO A FOUND 3/4' REBAR ROD; THENCE N13'22'03'W FOR 151.61 FEET TO A BURIED MONUMENT ON THE SOUTHERLY RIGHT OF WAY UNE OF RODNEY PARHAM ROAD; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE AS FOLLOWS: S73'41'120E FOR 80.81 FEET; THENCE SGI'S0'26'E FOR 79.47 TO A FOUND IRON SPIKE; 'THENCE S58'45'01'E FOR 164,30 FEET TO A FOUND 1/2' REBAR ROD; THENCE S58'44'48'E FOR 312.67 FEET TO A FOUND 1/2' REBAR ROD; THENCE S58'08'16'E FOR 94,38 FEET TO A FOUND 1/2' REBAR ROD; THENCE S5338'51% FOR 81.79 FEET TD A FOUND 1/2' REBAR ROD; THENCE, LEAVING SAID SOUTHERLY RIGHT OF WAY, S00"53'12'W FOR 199.80 FEET TO A FOUND I' STEEL ROD; THENCE S5816'17'E FOR 33.61 FEET TO A FOUND 1/2' REBAR ROD; THENCE S4616'27'E FOR 216.73 FEET; THENCE S00'51'26"W FOR 205.40 FEET TO A POINT ON THE NORTH LINE OF SAID SERVICE EASEMENT'; THENCE N07'43'38'W. ALONG SAID NORTH UNE, FOR 959,52 FEET TO THE POINT OF BEGINNING, CONTAINING IN THE NEI/4 NE1/4, SECTION 33. 12.03 ACRES MORE OR LESS A14D IN THE NW114 NVA/4, SECTION 34: 3.15 ACRES MORE OR LESS, FOR A TOTAL OF 15.18 ACRES MORE OR LESS. GRAPHIC SCALE 6-o F 50 0 25 50 100 r, 200 900 Morkhom ( IN FEET) I inch - 50 it. s• <ea rasF .��ns,.,,,,... , McClelland WART REPLAT OF LO 1 Consulting RESGE-CHOWiUING SURD, Engineers WART ,#3120 Incorporated LITTLE R0: K, ARKANSAS Foyettevdie AR APPROVED DRAWYN BY DATE SHEET 140. DDSM _ DCS 1-9-92 .,GALE JOB C. - FIELD BOOK 1810 N.C:;il�ge I , )0 LR92 ;)918 ISOR33 1' ;5.9?8v4--1 -FA-"r