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HomeMy WebLinkAboutS-1472 Map 5t 40 • /�,G. aim ��?IT�c�.rrr.:l�' urn i�' 3 �, � � , cn. tN I + 71 llf-PR2/ECT R.c.Pi�r .k ARK,q NSgqS STATE H/G Nee°03'E 29.2I' q o �ej( �k o (Qidreac Pubfle1`/pf yy N� 10 /3. 4o v N0I057'w /0.0' y�?� Ne88. 03'E` ' \a Q Q7 OTCCi LK-aoK `F_: - ~� S 86a0/'57"E i�' `=• _''�°�-�1_ i1RC ' 1999.t TRAFFIC 1NSTR.Nei85_246I09 CONTROL r4 aQ4 s2 i_ • HYo---� (6' BOCK WALL ,........ - _ - - /.6I' 1s r '� •--,_� �.� P. P. .- .- ... , . .- ._ _ - ', R=6�9 3 4 ' - • - BP ON UNE . ' t•t 1... t�NG INL r - " °E� O _. :RO(Nt - - r .�, y y N .`, O•�•-=----- t�l ( 1Y1�'�I NTH � o e5.5/ 3(SE • VIGI to / 60.0' - �A I2i p' HAL r ,. l� -- I't"(/'"'✓ - L ASP ro tv r S47°04'38"-E' LT O.. ...,P r1 II 34.05' I HY - - r , BED PHALT O i - I 3I fARKIN_ _e�glrK�I" _ m 0 POD. w a •'' `i �•� -- - Iry , \ ,F' -4 a1CN a, 22• , fit° in IN ` N N N I 7�4 _ _ n 1.3' ROCK r W `` O 01 ill r ` WALL O �`;^•� O iNi11 __ - \ao .po _ _ 14.0' / in z I v l4) a l I - I N'- a �Y z d" :.o. MENT o 45o. 5ARKLA GCO.. 5.6a. I' " 24.0 _ 'I �• , HeO . Ix I hereby cert0y that I have surveyed a tract of land loctted in the 43.4' - - o i I 0)1- 0 r 36 lWl/a SE1/4, Section 26, T-2-N, R-13-W,,Pulaski County, Arkansas, More $TS 532' particularly described as: Starting at the Southwest corner of the o ��i �� �iA Nu3/4 SEl/4 said Section 26; thence N0•05'E, 196.75 ft. to the point of, "' g 1y �� 49• beginning; thence continue N0605% 133.80 ft. to a point; thence N0.24'04"E. 4. 0' 12.0' I W `� ) 347.81 ft. to a point on the South right-of-way line of Arkansas State - / , N. '[( \ P - llighiway No. 10; thence S80'47'E along said South right-of-way line, 54.1 ft. - = O I I Q �� 24 to a point; thence Southeasterly and continuing along said South right -of wa 1 ASPHAI•T. P Y 9 gy o / °` 0 ( cn Jg line being the arc of a 1949.86 ft. radius curve to the left, havin a v j r I 24'�' k G/ �i y 6 chord bearing and distance of 586.01157"E, 366.47 f!. to a point; thence continue Southeasterly along the arc of 25 ft. radius curve to the right, ro _ `o tab having a chord bearing and distance S47.04'38"E, 34.05 ft. to;a point on the a -4 4 a ( I Q Q �$ West r1 ht-of-way line of Andover Court; thence 54.00'29"E along said Nest - 1.4 _ F` ` right-of-way line, 139.31,ft. to a point; thence Southeasterly and � �M Q � 4 continuing alonn said West right-of-way line, being the are of a M.10 ft. r� „ L p Q/ / _ _ _ �__ radius curve to the right,; having a chord bearing and dlstanee of 56•48'46'W, ►�c'C7 �� d '`� a �' THREE STORY _. ..� _ ^"` , 124.69 ft. to a point; thence S17'46'W, and continuing along said West ' w •o I .,. tk - ,�•' l Paul M. White, a registered land surveyor. License No. 1281 right-of-way line, .7 - ft. to a .point; thence Southwesterly -and continuigg 97 7 = b e - 5 and for the State of Arkansas and legally doing business in along said West right-of-way line, beingthe arc of a°316.40 ft. s a S H O P P I N G MALL 4 Pulaski Court does hereby certify to Pavilion in the Park, LLC., , , Lo t0 U) tit 4. 1' a u ` ro Q Y curve to the left, having a chord bearing and distance of S13 23 30 W. -- - Cooper Commercial Properties N. LLCGE es , ., MSA loan Services, L ces, .P., - fs`RCp / f ar Q' ' 48.29 ft. to a point; thence 59.01'W and continuing along said West right- . I p Qf•. I _ 33 .0' I „ / Nei �tv Beach Abstract & Guaranty Compony and Chicago Title Insurance Company, of -way line, 20.9 ft. to a point; thence S89450'30"W, 397.11 ft. to the . q Q " t poin beginning, contLining 4.5925 acres more or less. •.O •r N G ry t� (q the accompanying survey ('•Survey') represents •true and wrecCsurvey made by me an_.-- _. )1, Deramhw IS . 199_L of dw land therein particviariy described of AND - II_4.0' p ri Q • O the Survey And tiro information, coursos u nd distanees shown neroon are correct; A TRACT OF LAND LOCATED IN THE NW l / 4 SE l / 4 , SECTION 26, T- 2 -N , R -' J. 22.8' g I1- 5 - 13-W PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: (3) the title fins and Wens of actual possession are the sane; - rN = u - STARTING AT THE SOUTHWEST CORNER OF THE NW1/4 SE1/4, SAID SECTION (L _ y- (Q (4) the nbediothaSurveyisdesataeami it scribed islhetitledusunumcecomnzianeol 26; THENCE N00005'E, 196.75 FT. TO A POINT; THENCE CONTINUE U) �YF " ASPHALT It r 1 Q Ir,i�(�i{VT desert I.5' m G' I' �/ described below, N00°tl5'E, 133 80 FT TO A POINT; THENCE N00024'04"E, 347 81 FT TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY 63.0-,I1.0 `�/. / O p vemeoW 5 � the area of like subject property and the size, location and ofbuildings sand improvements and P Y type 8 P NO 10; THENCE S80°47'E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 54 10 any other marten situated on the subject Property are u shown and all buildingsrand tin ro o / FT. TO A POINT; THENCE SOUTHEASTERLY AND CONTINUING ALONG SAID N me within Om boundary lutes and applicable iet•back liras of the Property; r io O ' - SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1949.86 FT. RADIUS CURVE (6) there are no violations ofzoningordinances, restrictions orothuzAlesAnd regulations with TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S86001'57"E, .0 �• �:..�--' /� - mlormuithelocation ofsaid buildings And improvemeds; 366.47 FT. TO A POINT; THENCE CONTINUE SOUTHEASTERLY ALONG THE ARC i fl OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING IC' m 7) Owe annoeosemeafsoruses affeclin this property appearing from a careful physical AND DISTANCE OF S47004'38"E, 34.05 FT. TO A POINT ON THE WEST ( B P P° Y depicted a g P Y iaspectionoftheretne,mhertbanthososlwwnanddepictedoathaSurvey; RIGHT-OF-y7AY LINE OF ANDOVER COURT; THENCE N85051'30"E, 60.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID ANDOVER COURT; (8) them ammiaencroachments onthe adjoining properties, strolls, or alleys by any ofsaid buildings, THENCE N04008'29"W ALONG SAID EAST RIGHT-OF-WAY LINE 1.61 FT. TO _ y FIP �./ structures And improvements, other than As shown as the Survey; THE POINT OF BEGINNING, SAID POINT BEING THE INTERSECTION OF THE 11 I/ SAID EAST RIGHT-OF-WAY LINE OF ANDOVER COURT AND THE SOUTH RIGHT - I (9) there are no party walls or visible encroacfunenla au said described property by streets, alleys or OF -WAY LINE OF ARKANSAS STATE HIGHWAY NO. 10 ; THENCE N88 ° 03 ' E ALONG �G11; buildings. structures or other improvements situated on mijoiniag property, oacept as shown on the SAID SOUTH RIGHT-OF-WAY LINE, 29.21 FT, TO A POINT; THENCE N01057'W -4- t, qAi •t• a e, �r /r / v ,yt..1 p� - Survey; AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE 10.00 FT. TO A 91- !/ v Ul POINT; THENCE N88003'E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY 5/ 3 Ifp/ (10) all utility servicesrequired for thsei tile color the promises through LINE, 13.4 FT. TO A POINT; THENCE SOUTHEASTERLY AND CONTINUING w / of /! < ir adjoining public strata. or the Survey shows the point ofentryand location ofany utilities that f ALONG SAID SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 689.30 FT. ry' { 62•s, � o''` t �� � /� / passtluoaghorare located ondeadjoining land; RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF / /// Q I S87002'45"E, 113.44 FT. TO A POINT; THENCE S00008'W, 94.91 FT. TO �I/LI, VS• 2 0 I A� - Q (11) the Survey shows the location and direction ofallstonndraining systenufor the collectionand A POINT; THENCE S75053'36"W, 49.20 FT. TO A POINT; THENCE • I`� f /Y tB'; V �a disposal of allroofardsurfacedninage; S45058116"W, 83,45 FT. TO A POINT; THENCE S43032'59"W, 54.43 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF ANDOVER COURT; THENCE show t e s e other i i h di 2 .�. (1) any discharge into streams, rivers or oer convyancysem is n y; •' �,Y \ •-,,1MV on One Survey; NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 17. `_- ''; '," •, S2 22 6' - 1NLf' +L- Il ) the parcel described in this Survey does not lie within flood hazard areas in ccordance, with RADIUSCURVE FT, HA A CHORD BEARING AND •--� �• \ 'O' - -- y 0°09 11"E HENCE N04°08'29"W A n DISTANCE10 OFN 58.12EFTE TO A POINT; T • ' . : • ' , h2 `'C - any sod 11�zard B "Flood Insurance Rate Map" or "Flood Hanrd , Map" published Rancho Map," - - � •, _ "Flood rdBounderyMap"or•'FlaodBourida ardFloalwayMa " ublLsined6 the Federal AND CONTINUING ALONGSAID EAST RIGHT-OF-WAY LINE, 140.92 FT. TO THE C • " �r anaarwrtA or a Flood HarardBou Ma. published by the U.S. POINT OFIBEGINNING CONTAININGR0.4832FACRES,IMORE OR LESS. i0 � °°d 14.8' 14.8' r^nG <F �- fI Ot of Housing arch Urban Development. 71e survey ommutiy indicates the zone - s�. designation of Any area shown ae being within a Food hazard area;, Department of Housing and Urban Development. The survey vorrectly indicates the zone O G \ • PCS a R I e K ��, - / / designation of any area shown As being within a Bond hazard area; ' OC'�� \ 6�d Gj,i / hTP/jf M I 5� S - � � - �/��J�jMr 1+1'• �- , � / �l (14) the subject property has access to and from a duly dedicated and accepted public street or highway.. k, 0. 01� \ iT- "'' • G- e5 O _- _. i� m (IS) Except as shown on the survey, the subject property does not s:rvc any adjoining property for � I O, • 0 �A. \ �� ',,,�.- is923,30 t a drainage, utilities, or ingress or tigress; and o� --=-- �• a S /3 °23 30 W e B 48.29 '� ,^�- n � o �� s loo-o (16) the record descriptimra n n of the subject property fos a wdicim6cally closed figure. A I �AS�H A LT PARKING _� / LT, POLE 11 1 . D e undersigned has received mid exa pined a copy of Beach Abstract &Guaranty Company's QG . ._._._, -,_ --�` ,( Conindmncnt No. 97-12057; and like location of any matter shown therm to the cueut it con be located, 2 �y� r�-�, �• � 95' 5 TC - FI P i• has been shown on this Survey with tie appropriate recording referenu, - /i� A 97.5 Ic••i wl4/FG' `°'Fr ',�, �G�%Vtrl-� 2 - ,{� /� S.S. MA NH L 1 ' sq J1 `•'9 rj• 0900Y rW, - '(le parties listed above are entitled to rely on the Survey and 1 ns certificate as being rate rand Q•t / II'NN'O T 92'5 94.7 v• 10'EASEME T V I. 20.9' accurate. pP - ' This survey is made in according iw4h the 1992 "Minimum S audaid Detail Requirenients for e 928 Land Title Surveys" jointly established and adopled by American Lind •fide Association ("ALTA") and S e9 50'30 397. I s Amcm erii Congress on SurveyiuS and Mapping ('•ACSM") and mcea lho rcquiro eels of ran Urban \Q �0 f Survey, as defined in the tortent accuracy standards jointly adapted by AL'!:4 and ACS aerd includes1 - •° itenm 2,3,4,6,8,9,10,1I rand 13 of T'ablz A thereof. .l Signed PAudM W1jg � / ,�Y�iso•'r'I "1 • i Datn:�y�a..i Registration No. 126I� S �/ R 1°r „ 7/ ° •,�.. !. `.. ' ©1G�11L111111L`i1tC1a�Y CDC t]layaylLYll.1te711l�saY i� MY ��t ' a I 4m 2 n f t t� °" �k�� Q CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING�� " SUsI 0 !ON • 4� 1 I - G N s F + I '' - yy S lh CORNER N W 6/4, S E I/4 t Lr° N Zr�vils" t 24 RAKING CIRCLE LITTLE ROCK, ARKANSAS 72223 , tt,,, t A K Q ?, p' Scam x-- © !- iy l.- dw a , . Chi I , ARK N , ,�- FIP SECTION 26, T-2-N , R- 13-W - 1 x • qa�•a�� t. o��o 12, � - k, :5)4 W crl f 2 « "i ®� - 02 ao �� shalt 1 0* 1 �tl� �.>:�•�.tr1a