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HomeMy WebLinkAboutZ-5926-A Map 2a G �. ►. P �auN� I� PIPJ I -•P- TMT f �,� P P H.,Q 26 k 4 o �� (� . C . �'• %? I N �ea�- �NG�C� �'I j� ti r T /•5_ PRGUECT � lY. , ARK,,QqNSq S ST N88°03'E 29.2/' � <D�d<caf�� Pubfr� 5�w4r N' /0 Z SBS¢ /, NO/°57'W 1'0.0' 11 0 ► N88' 0YE /3.4r 7y�Q ro Q Q, OT -BOX - II W l () •1 - SBtS°O/'S7"E' 366.47 J v;♦ TRAFFIC XPi/ S87'02�{:P✓ 35 FIRE .. ' 1999.80' R INSTR. N9 65 -24610 a �� 80%CONTROL ` -, _ �. - * • •• Y �2 I- NY D:-• `. - l6 ROCK WALL P.P. - - - - /. 6/ r .(3 ; . nso _ - • PP ON LINE -- , . -. �^ _ „� 10.0' X10.04 V I G I IBJ N 85 °5/ 3(SE y Palo .t`5 • /A yry/ ,J,JS s, " �• 2T q 0 Or LT OL 14 �-•.� aT' S4.'e04"38"fI ASPHAL- F M 34:05 -- - - - - B E, D P-0LTi., +00 4FCUJD q 4 1 / 05 o e°�t US v qJ - 3 ARKIN .:. pg�,RrI�y' G% a� t� - B 12 in I R I C x M WUINil LS�AO LN j��f� a - O V O/ w W p 14.0' v N. ��, , • '. f ,` 35'ARKLA GAS CO.L 45.0' MENT ry 5.6' 5.7' 21.5' 25.3' 2 4.0' p 6 ho IS k 6 P6 -- Y / V " \^ -MFi� p5 N ' I hereby certify that I have surveyed a tract of land loected in the bL n � a3.a' , " o 2 ' 7 ° '36 ►511/4 SEI/4, Section 26, T -2-N, R -13-N, .Pulaski County, Arkansas, more _ �3 2 ► �' \ S 5 53� particularly described as: Starting at the Southwest corner of the 1� o I � -%o a9 •NWl/4 SEi/4 said Section 26; thence WOODS 'E, 196.75 ft. to the int of. - 111111��� beginning; thence continue NO.OS'EI 133.80 ft. to a point; thence NO•24'04"E, - - o •O 12.0 g l� 347.81 ft. to a point on the South right-of-way line of Arkansas State d f( 24.t;P Ilighiway No. 10; thence S80.47'E along said South right-of-way line, 54.1 ft. , - AS I ;; I O { -- _ X91 ASPHAT -; to a point; thence Southeasterly and continuing along said South right-of-way o - I _ 4.0' line being the arc of a 1949.06 ft. radius curvy to the left, having a cel v nn. k G,l�� 0 6 chord bearing and distance of S86'01'57"E, 366.47 f;. to a point; thence continue Southeasterly along the arc of 25 ft. radius curve to the right, having a chord bearing and distance S47.04138"E, 34.05 ft. Lola point on the West right-of-way line of Andover Court; thence S4•08'29"E along said West - d) 1.4' _ F / ` right-of-way line, 139.31' ft. to a point; thence Southeasterly and m I I k� f% �N16/ �R `� �4j 4 continuing along said West right-of-way line, being the arc of a 328.10, ft. radius curve to the right,; having a chord bearing and distance of S6.48146"W, THREE STORY �� o �e/,':_ . , QO +Q // 124.69 ft. to a point; thence S17 46 W, and continuing along said West = m o bb// Poul M. white, a registered land surveyor, License No. 7281 right-of-way line, 7 ft. o a. int thence W r' g y 97 7 t point; Southwesterly -and contieuigg V• " (� a SHOPPING MALL o / E 9y and for the State of Arkansas and legally doing business in -- 9 right-of-way C9 o (n LO 4.1' v // u'� Q Pulaski County, does hereby certify to Pavilion In the Pork, LLC., 'j also said Wes. r1 htwf-wa line being the arc of 0.316.40 ft. Z Q I / M Q Cooper Commercial Properties N, LLC., GEMSA Lown Services. L.P., t curve to the left, having a chord bearing and distance of Si3•23'3gaW,,. e � : - _ Rea / O 48.29 ft. to a point; thence S9001 W and continuing along said West right- S7 ight- ( P•F' - - - _ �.. 3 •a - Guaranty coax Title Insurance Comporty, 11 q V x v ` ' C �N () die acoompanyiag eurvcy ("Surve rewusatnw and correct of -way -,Inc. nnin ft. to a point; 4.5925 ac ei; ore o"W, 397.11 i'e. to file „ ch Abstract & Guaran Company and Chi � � _ p I _ 9 point of beginning, containing 4.5925 acral more or less. - - - - -- - I G i + ) .� y 1 1991 of Ole land therein particularly described; sarvey made by roe on - HG- 65.6' - 3 Fr"4'' ,L�• t, 13eremlrr isAND 4.0 d• _ j'► �• (2) Use SurveyeudOniofonotion, Comsat mid dist ancesshown Orcrealare Correct; A TRACT OF LAND LOCATED IN THE NWI/4 SE1/4, SECTION 26, T -2-N, R- 4.0' - !!! J 22.8 -� tb 2 iG J 13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS. ' Q e .N '- - a -00 • { \Q (3) the lite lima and liens of actual possession aro the sane; N '0 N o "' jtf' 9 STARTING AT THE SOUTHWEST CORNER OF THE NW7 4 SEl 4, SAID SECTION ----1} - -' " (O (4) the Iwd dbed in Ow Survey is Ole same and as described a die 011e insurance camturment / / ASPHALT fl described�below 26; THENCE N00005'E, 196.75 FT, TO A POINT; THENCE CONTINUE N00005'E, 133.80 FT. TO A POINT; THENCE N00024'04"E, 347.81 FT. TO 19) 1 4.3 A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY 63.0' t I.0' e / (5) . the arca of the subject property and the size, location and type of buildings and mprovcments wu! \Cr '�� any other owners Situated anthe subject property amasslwwuand.,llbuildings and improvements NO. 10; THENCE S80°47'E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 54.10 R 1 FT. TO A POINT; THENCE SOUTHEASTERLY AND CONTINUING ALONG SAID .. • / aro within the boundary lines and applicable set -back linea ofthe e property; , ' 0, ` Ff SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1949.86 FT, RADIUS CURVE (6) there arouoviolationsofzoningOrdinances,restrictionsorothermlrsandregulationswith TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S86001'57"E, 0' �_�.•.i if _«feraestotheloationafraidbuildingsaldimproverlents; 366.47 FT. TO A POINT; THENCE CONTINUE SOUTHEASTERLY ALONG THE ARC ,n N f- `ev) OFA TSTAFT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING •'(7) ilterearBpoeasement€oyeas,a(fsclingtbispropenyappearmgfmmaarafulphysial AND DISTANCE OF 547°04'38"E, 34.05 FT. TO A POINT ON THE WEST inspection*filmsuro,otherl6anthosesite=anddepictedontheSumey; RIGHT-OF-WAY LINE OF ANDOVER COURT; THENCE N85°51'30"E, 60.00 FT. v TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID ANDOVER COURT; I m N Cr (8) deraan She adjoining properties, streets, or alleys by any ofsaid buildings, THENCE N04008'29"W ALONG SAID EAST RIGHT-OF-WAY LINE 1.61 FT. TO FIP anuRura and improvernants, other than as shown on the Survey; THE POINT OF BEGINNING, SAID POINT BEING THE INTERSECTION OF THE SAID EAST RIGHT-OF-WAY LINE OF ANDOVER COURT AND THE SOUTH RIGHT- , r /, (9) dere are no party walls or visible encroachnenls on said described property by streets, alleys or OF -WAY LINE OF ARKANSAS STATE HIGHWAY NO. 10; THENCE N8 8 ° 0 3 ' E ALONG _ 1''� fI buildings, structures or Other improvements situated on adjoining prrpeny, except as shown on ilia SAID SOUTH RIGHT-OF-WAY LINE, 29.21 FT. TO A POINT; THENCE N01 ° 57' W •o Y 6.>' --- / / ,y{I rn Survey; AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE 10.00 FT. TO A /, If? r4rW 91- v UUJJ i!/J ALONG SAID SOUTH P 3r ) utility al °P° P P g LINE, 13.4 CFT.B TO 3AEPOINT;; CONTINUING SOUTHEASTERLY AND (CONTINUING II (10 all utili services required for Une ration of Oe remises aflher Wer She premises through on / Sw M, 7`� / v4maegpublicuccess,orSeSurveyshowsShepointofentrymdloationofanyulditiesthat i ALONG SAID SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 689.30 FT. N I s2,J. f ek Z / priesthrough or are located mthe adjoiaingend; ! RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF �' g3• _ r S87°02'45"E, 113.44 FT. TO A POINT; THENCE S00008' W, 94.91 FT. TO '-fro. . . ' h� (11) One S shows the location and diroction of all storm draining sysians for the collection and - o / ' A11 l�;c °may A POINT; THENCE S75°53'36"W, 49.20 FT. TO A POINT; THENCE nG+ • . Iv -K disposal of all roof and surface drainage; o rr o , „ \ twain. S45 58'16 W, 83.45 FT. TO A POINT; THENCE S43 32 59 W, 54.43 FT. TO A POINT 17. / - - • ,, . l ', f tNLgi v r any discbugs imo streams �ivets or tuber conveyance system is shown on de Survey; NORTHERIGHT-OF-WAY - W NE OLINE, DBE ING OVER COURT; TARO HOF CA 22'b _ (12 388.10RFTO.LY ARADIUN THE LONG SACURAID VESTO THE LEFT, A CHORD BEARING AND • \ , • • O. - nj _ - ( (l3) She parcel described in this Survey does not lie wiOnin flood Inazard sues us accordance with ' o DISTANCE OF N00°09'11"E, 58.12 FT. TOA POINT; THENCE N04 008'29"W - •' , • `Z / /y+' � • (� any ampr eotilkd: "Flood Insurance Rate Map•, or "Flood Hazard Floodway Boundary Map," RC "F -, Federal AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE 140.92 FT. TO THE "Flood Ham Bounds Map" or Boundary cad Floodway, (dap" published by Oe , �Od 14.8 48' Q(r / A0 ��� �% ManagascatAgency oraFlood Hazard Boundary Map published byShe U.S. F NG, CONTAINING 0.4832 ACRES, MORE OR LESS. 1 r (� •. - - \ � ` CF a / DepaMeptofilauaing s� Urban Development. 7be survey wgea3y indicates the zone POINT OF BEGINNING, NN, t - n� -- _- -- '- 6 / design si lea of any arm shown as being within a Flood hazard area; O V - \ - 5' C B R I c xi" � Departmentof Hensing and Urban Development. 'De survey correciy indicates We zee � \ 4 \ b.,y . - (� % r • tut P .� t / dealgrWiao of soy arm u elawn bring wilbin a Band hazed area; 'j • Z• 7, ' ,(R �• \,,��' (14) the subject property has access to and From a duly dedicated and acu:pted public street or highway. A , ft, Y PAv�MEN� Z., moi'/ � l/i 4 - � - o j (15) Except m shown on the survey, the subject property docs not serve any adjoining property fartV I "� iys PG gA \ \ `•-' �I / o t S /3 023 r30"W drainage, ulililies, or ingress or agneas; aux) A-' 6- o2 h �•� �' p00.0 \ - I' n` J� 48.29 s l (16) ilia record description of lie subject property forms a marhaetically closed figure. `�ij + o ,o 'AS JH A LT PARKING /' LTt POLE'� t/ The undersigned Ices received and waimum d a copy of Beach Abslrad & Guaranty Company's .fitv Ceouunent No. 97-12057; and She location of any oiler shown thcrcan India "tet it can be located, 2 ' I{ I 95.5 TC FIP has been shown on this Survey with tie appropriate recording refcraee. L IQ WIVV �+ •" )V I 97-5 S.S. MANN L �. //7.••' f " " Qp`/ 3q '� 09 °�/' W - 71e parties lista) clove arc entitled to rely on the Survey and this cenificale as being ime ad a`i iw�rr l'- 92.5 94,7 may' - - iO'EASEME T.:: 20.9. aceumtc. `92.8 pp'(. I This survey is node in accordance nvirh the 1992 "Minimum Standard Detail Requirements for - { Laud Tide Surveys" jointly orablishcd and adopted by American Lind Title Association ("ALTA") and ,S8- W 39T. / / r 1� � dd { I /� *�r� �t /� y�+� Anerican Congra,s on Surveying and Mapping ("ACShl") and nnccts the rcquiremeals of an Urban s� ri% 't" I f'iN I o �) V f/I/ PAW I\[.•�--•c-�1�•Ir' r Survey, as defined in She Curran accuracy standards jointly adopted by ALTA and/ CS and includes f�5 IN N �V Ki�fni GJ'n�/�j items 2,3,4,6,8,9,10.11 and 13 of Table A thereof ��c�rP�,�•.,° Signed ° J t0 �t �• ,r� ,.y Q� i ,. .7 Paul -I4 Wl:ite I, AP-. -A. - i fH j` rR• 117OT�NT I� 4,s°I�'� iw 1 �, ` Datr..l %� /t -S Registration No. 1281 / ,/• I` -"�""I SURVEY OF d ©'1Im.4717E =°:IST ' 0F. TH N UV I /4 , S lir i.�,ea ....�. p 1w A1SS o(CIA71�El�r MVC* c. $MW -261, - ^ ✓�` jL L1 `1�''ti Q CML ENGINEERING. LAND PLANNING & OEVELOPM--ENT, SURVEYING `��C+ " I,- 2.'IN , I C ; I �'" W car T Vtrrt, . S W CORNER N W I/4, S E I/4 i f D��- "° °' Q24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 ���jl�jy COU My, ARK FhP SECTION 26, T -2-N, R -13-W (� sj�ee 1,3?': 1 V �. .�' ��-Qd2 G"'j �?:'"�-o2i'o'L•'L' .Sheet 4Y� 1 tlV TA 1 P