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HomeMy WebLinkAboutS-1271-A Map 1161 CURVE DATA A = 08'03'02' T = 57.98' R = 823.94' L = 115.77' POB STREET N 73°'" SIGN 3436E CHENAL PARKWAY PPOp+, 8" HEADWALL 115.68'-CHORD STREET R/W VARIES DROP INLET SIGN TOP RIM ELEV.= 450.63 X bp1',yr`O A 1 4 1 5 1 6 CERTIFICATE The undersigned, a Registered Land Surveyor hereby certifies that: (a) this survey and the property description set forth hereon are true and correct and prepared from an actual on -the -ground survey of the real property shown hereon; (b) such survey was conducted by the surveyor, or under his supervision; (c) all monuments shown hereon actually exist and the location, size and type of material thereof are correctly shown; (d) that the property description and plat shown hereon is a part of and wholly contained within the property shown on and described In that certain survey prepared by me on January 28 , 2003 and that there are no overlaps of or gaps from the common boundaries as shown and described thereon; (e) except as sown hereon; there are no encroachments onto the property or protrusions therefrom, there are no improvements on the property, there are no visible easements or rights of way on the property, and ° there are no discrepancies, conflicts, shortages in area or boundary line conflict; (f) the size, location and type of Improvements are as shown hereon and all are located within the boundaries of the property and FL IN S 30"RCP= 444.33 ---x ,b p1' S 0 set back from the property lines the distances Indicated; (g) the distance from the nearest intersecting street FL IN SW "RCP= = 4.33 o P p1• ti .� N 69 32 59 E STREET FL 24" RCP=437.74' Or road IS as shown; (h) the property has access to and from a public roadway; (1) all recorded easement A FL OUT N 36"RCP= 444.38 Oy ppA' __ X by Xb 'i PP1 p10 ab y 632.(0' SIGN have been correctly platted thereon; (J) the boundaries, dimensions, and other details shown hereon are HANDICAP py p01 ,\''2 ppy Ply X 2`o xb ,+ Ppy Py1 6�2 y STREET true and correct. RAMP yb 1 bA , _ p pp1' . Pro^ X 'D0 XP y2 bp0 A6 b 90 4 SSMH X.`O -,5P b pby p6' X yam' xp 6 op � py' e -y For the use and benefit of Beach Abstract &Guaranty Company; Chicago Title Insurance Company; TOP RIM ELEV.= 449.96 X b pb bprY y0 X xP 1 ppy py. y1 Metropolitar, National Bank; Weston Square, LLC; Parkway Properties limited Partnership II, an FL IN S 8" =440.32' : - T; ti -- pp pp p0 X 20 Xp ppy Arkansas limited partnership and Kohl's Department Stores, Inc. FL IN W 8" =435 37' IPF T'- l% -p�: x -. - '+ - A y' FL OUT N 10" =435.51' yti FL RCP B Pp - �� �0'• y - y - - _- pp "� X n 0 b EL 44,73 ,55 - b --• -may.--•c p 9h - p ,o - 4„ R ppp EDGEASPHOF CONCRETE FLUME ° LT RIGHT OF WAY EASEMENT %� _ bb x -=43 .36'. - BY: RECORDED IN DEED BOOK L ph6' 1399, PAGE 215 g IR AP. X 9 by - 18" RC =44 t � ----�?� O '-�ja'.; N 65619'55" E B. Micha I Watson 09.E p0 4"""+n y A p�9-� O~ • ai -•,•tea°' - 36.5 0' py • pya / ° T T X X ye' pv3 p X p pY o� pro T 1 ET 1/ - _ Registered Land Surveyor No. 957 A P 15 ILI Y AND/OR p -�..C` - - P P FL 18 RCP_443.27 N 09°55'19" W ppy, D INAGE EASEMENT X X 1p `� ' BUILDIN X p BAR EBAR p�R PE PLAT A-556 yy INE y Sb by 30' x 60' INGRESS/EGRESS c qs, 231.11 y y' y 1 FAT EASEMENT AS SHOWN ON KSIDC 6 206/ PP1 bya2 by0 A Xb 6°O t P�0TELEPHONE PLAT C-952 Dr7�l/�GG'C. 453.51 B Cpy 00 / 90b ., X y90 X aG�4.// Xpy yA^ _ b. �b y6 .1°j ., I S 24050'52" E '{-457.40 pb 2y Xb 047r by 27 1 by b 21 py.-_. y'' 175.50' • ya' oy X pyy' y to 2' Xp 2' • ba LOT 2, TRACT A JUNCTION Box 7.2 B.0 y P as .\• p0 _ P p) py TOP RIM ELEV.= 447.63 456. 89 GUT 455.22-{- y : X o. py y. '9C 6' X '� X by PARKWAY II I FL INS 48"CMP= 441.40 py''' G G // py7 bb X Py rA A X COMMERCIAL ( FL OUT E 48"CMP= 441.31 DROP INLET x y1 2 X 0 „� 5.3' TOP RIM ELEV.= 456,03 bp' 1 a' a a O SUBDIVISION TBM TOP OF FIRE HYDRANT ppy p5 DRO 1q� T p'7 XA6 XAy 00 byy p �� , 1P A PLAT C-952 I TBM CHISLED SQUARE AT SW COR OAK MEADOWS TOP cR )IDII ELE - 454. 5 ^i9 y`+' 1. X " X"` xp 1p" 4f~ CARWASH AT SE CDR JUCTION DRIVE AND PARKSIDE DRIVE - FL OUT NO" 'RCP 450.3 py� 3G• Xp 3 Xpy J X Py2 5.2' N 65°23'44" E -.o, BOX ELEV=447.69 ELEV=457.57' /,cam` 0qk 0+ p SSMH / 04¢ ay y p4 x 201.50' JJ ti' 0' y y' •. F 48" RCP FL OUT B" E-448.91' Pyyb. IN WAL F NO y 3 Pr022 JC py~•h Pyo.RO brr�01 y py1 9 p X0P y p2p XXpy30 XPy�1 xPyO'L PyZ�P DUMPSTER EL BOX IC ., ELEV.= 441.76 TOP RIM ELEV.= 456.06 b b 2 P °j 0 POLE X CONC FOUND FLSSMH IN W 8" 439.30' ° / 2'6 - 0 4¢ x o y x X X a x y X- SET 1/2- aT LEPHONE LIGHT• _. -�1'.: 1 o O AU T TELEPHONE TOP RIM ELEV.= 455.22 '' xpy 30+ - a2 b� tit 11 y0 op EDESTAL POLE 0y1 f' PEDESTAL e + + FL INS 8" =448.18' I y OA Xrv'+'• p°.0 0 Xby 2 Pa• y �P6 Po• ' y -�P. pA•_a( I;IIt S 33 24 35 E p••L FL IN W 8 448.37' `Py °' 4' P 0 py to 1 y FL OUT N 8"=448.14' p y 10 1' A X X y4'o - 9' 0y 11- °. i� { 1 L1' 86.47 -p X Ayo,�O pg0 p G i-40'BUILDING- py pei' Ay bA y �" , ( 1 1 0•J.\ 1 .LINE 16 - X by y4 16 PA QrJD pby pp . bA xpA1y �r 1 1p0 O 1 pro 0a RAC -("A" py yy. yp• Py y1 XX bpg0 y A 447.60 B.0 /r/�� A 61 1 2 X a 21 XP. p X Py�• b o A Pby .4b •. 1 447.33 GUT :k / py y'Py� y y RKWAY y° '•. 1 _ - 1 2 +. P P X'. IT1 N 36°31'17" W Og p 'F P6' ° PLAT -556 x0 to 6 y?2 X y�2 y . 4AP, tV %Y spy A1,b Abp:. _ A ET 1/2" X z0 y 12.3 3 RES + ' P`0 b� by b _ A x pp1- RE AR SSMH TOP RIM-447.76' Q �1,03 -CHORD / ' ya Xpy y°'h °° - Ay1 by X 1 ----- yti .p9 --.... y FIL 0" SOUTH a8s9'a' 77 CURVE DATA SSMH6 plop' o� Xp Py9 �'� pO • 2y X ` yp� Ay2' PP 9 0' "� I FL 10" NORTH-438.61' = 53'10'25 �X 0 pbp 0 y Py X Pha yyy 1'` xb PSG.- X 1y ay aid X fib.- �^ r X' X 1 X SIDEWALK T = 112.40' 4 .89 8.0 yto X y o' p py x y2• yb. y2. 36. r- 462.50 GUT b 1' X p b - p X e + ++ R= 224.59' O b ,x Xb0 p X X X X Sd rTF Z , I i1 S 31 07 38 E L = 208.43' -P 2 � 0 y pgV y y° ti 1a �Z �� \ OqK L ppL' 140.45'-CHORD bra' °j y by yp. P py2'. pya' �5. ,Zo �Z y2, X e e o x p0 p y X SC b y° I n I t�° CURVE DATA IPF 1/2" o' p 6 by 6� y0 p. X 01 O. 0 -. - X, p i a. !� EBAR a 9p p`o X XP P P Xp Xp0 Py�. pp y1 y0 X pp PRIVATE DRIVE Q = 04+36'15" (P 0i yy y y� ° Py y� °� I T = 70.28' �•� p by ',.Xb �2h ° .�96 O? ti yy0 yy 1y x X Xp nj ay rOy`,22• pal.' II ( 448.45 B.0 R = 1748.29' © 6.2fi 8.0 X..p q py d0" y y _ by I sj4' �•N4 _..I 445.23 GUT L = 140.49' 13O b X PA' ° yoy X 30" qF� oy H1C'r0 ' bye. '., Xb .p2 X SSb 12 - X Xp yy 4'oFggY 465.92 GUT y S y Oqk' pro0. Y 1a X P.. __ yy y�h ° "�' e + ++ 10' UTILITY AND/OR •� O d.f/ 2\ p u b o, X p X A 0 IPF 1/2 Py - S _64 4 0 4 � ap DRAINAGE EASEMENT SET Ii*p,� a 61 P .._ p2 X py ,,�"�' rL' REBARQ� 120.07' 01 pAOj PER PLAT A-566 P V py .yP A 1ti 1 as pyy X A yeti Ay ° n 4$T X gP py1 p0 y0' Py p0 X xb h2 ,.CROSS TIE pp� I IPF 1/2" N 63 15'48 W �5 yy ya. yy P X X RETAINING WALL q REBAR G ' 465.97' B.0 4" p' b P yy' by a NI o LOT 3 q4 e'93 97.5f3 466.70' GUT Pj. y2 X ,Sp X b xb yy. y°i O fV TRACT A Ist G.0 VIA 4F q fl a aye y0o xb xp y2 O' W PARKWAY PLAC �77 470, Ot g,C 01 9 S -- F 30" RCP 462.59 0° b+r? X y0 --Xp. byb' y� A PLAT C-117 GV 9a py0j • A 09 X 6 pyo' • A 469, 56 GU7 p61• - A = T8M CHISLED CONCRETE 69Z : 1 ay y NE COR CONCRETE[ 470. 97 g Cp6 O e j \vd� yy. XP1. a1 tit xyy ly�h Pyy. - yPp .ill PAD ELEV=453.66' 470.49 UTp61 y1 G� '� yA (/,+Ql�, py°• ... IP X A Ati 0q XA ,SbX' ,----ELECTRIC ) �DIMH TOP RIM=450.30 BOX p66 q3 g.0 yb� a �.vo3p' o..k 1 y1 p y"��y _ X 'Z1`pg�0v\l0\NG \"\NE y STREET y969 - y1^ •hob lyP• 1 . y� `��.ON.GJaETE_ FL 3FL 6" RCP S=4443.079 PAD Part PRIVATE DRIVE A61 OU1 p 1 03 611 4 yya P b X AO' 1. IGN • xA.�� � ' � - - bean A61 •09 6 y. X p b X wry@/ SET 1/2" pro 1 y p 9 8" HEAD ALL xArO \ - ;' Py9' REBA -2-- aaP 11 yPy 453. 14 B.0 BEG[ DROP INLET \\ y p 2_ 45P 0+ GUT South TOP RIM ELEV.= 467.87 TIT, 4 1 ,+A ' X p y01 _X. METER byy line o FL INN SW 463.46 0 y _ Ep q FL OUT SW 30"RCP= 463.36 9 G b P1°• �'' P o FL 1ELEV=4 - ' °j9 py 9$0 9 S$feet a +, along �0 OVZ eG X X - -1� .�rO� 2 p`o0 TELEPHONE q$e,''> 09 s.s S 64 29 06 W said X' IPF 1/2" 9 , X 0y yy -..-X 5g O 4�a UT GOT 101.94' along 1,5:>0j REBAR oo pyy Gt•s� O,C S 57*34'42" W thenc the S N 63008'03" W p1 Xb2 qG$ PRIVATE DRIVE GOT 205.80'-CHORD South 280.96' �... TER •S31GNT / ti0,, yy qG4>" e.c CURVE DATA curve V DROP INLET g0 and d 00j p1 TOP RIM ELEV.= 465.86 T Q= 14 06'25' Park FL IN S 18"RCP= 461.56 T = 103.69' 3 a FL OUT N 18"RCP= 461.49 S 50027'40" W R = 837.98' along S 74°30'27" W O PF 1/ 1 q�t s9 G.0 - c L = 206.32' thenc + 9 REBAR 470:.01 �' 244.50' 101.9 33.66 -CHORD 1° s.9 e. _ _ radius p 00T _ CURVE DATA HANDICAP " 34 27' 4 UTILITY STATEMENT A_ 2278=46" RAMP 1^yp S 41°18'44" W WEST MARK[ EAM STREET having THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ' A uth 6O' R/V�f° \ aocur R = 2as7' 109.73'-CHORD ttunlfff7 and tl FIELD SURVEY FROM MUNICIPALITIES OORION, ATLAS MAPS UTILITY COMPANIES ANDYEXISTING AVAILABLE L = 36.93' CURVE DATA ����```•• "'" 've�i Oak DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE A= 18'21'08" B! west �� •• •+ of of97.58 22 UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES T = 55.58' a ®® NiACR Oi? +° IN THE AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR R = 344.04' _ ;' AR 0. 951 % °�" of zz 31' 17 FURTHER DOES NOT WARRANT THAT THE UNDERGROUND L = 110.20' _ '��C�//Jy _ - 19 UTILITIES SHOWN ARE IN EXACT LOCATION ALTHOUGH HE DOES TBM TOP FIRE HYDRANT STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE SOUTH OF OAK MEADOW DRIVE +•� e FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT & WEST MARKHAM INTERSECTION PHYSICALLY LOCATED UNDERGROUND UTILITIES. ELEV=453.68' '� �'•. •°• �� i� � ,,��••••,• � �. 60 30 0 60 120 BEGIN /77frf1 f t 1 f 11110% ` 1"=60' *XN T� MEHLHURGER ]"'jRM AreWtecEs-FLglnears-9vneyors DSGN ° THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM ALEfRUES7 8CALE BAR IS ONE INCH ON ORIGINAL DRAWING. D� 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. TOPOGRAPHIC AND BOUNDARY SURVEY OF: 'r 'r PART OF TRACT A PARKWAY PLACE, LITTLE ROCK, ARKANSAS 1-28-03 ADDED CERTIFICATES AND SSMH INFO SON BMW DR JSV 2 12/17/02 ADDED TBM, DRAINAGE INFORMATION &TREES JC BMW CHK GTS 1 3/23/00 REVISED OFF SITE IMPROVEMENTS JSV GTS APVD BMW NO. DATE -_ REVISION BY APVD 201 scum Izard 0 Liltle Rock. AR 72201 0501/375-5331 FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0043 F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. DATE: B. MICHA L WATSON AR PLS NO. 957 _PROPERTY DESCRIPTION of the Tract A, Parkway Place, Little Rock, Pulaski County, Arkansas as filed In Plat A-556, more particularly described as follows: at the Northwest corner of said Tract A, Parkway Place, said point being at the east corner of Chanel Parkway and Oak Meadow Drive; thence along the South right-of-way f Chanel Parkway on a curve to the left having a radius of 823.94 feet, an arc distance of 115.77 and a chord bearing and distance of North 73 ° 34' 36" East 115.68 feet; thence continuing said South right-of-way line North 69 ' 32' 59" East 632.00 feet; thence continuing along South right-of-way line North 65 ' 19' 55" East 36.50 feet to the Northwest corner of Lot act A. Parkway II Commercial Subdivision I Plat C-952); thence South 24 ° 50' 52" East the West line of said Lot 2 a distance of 175,50 feet to the Southwest corner of said Lot 2; e North 65 ' 23' 44" East along the South line of said Lot 2 a distance of 201.50 feet to outheast corner of said Lot 2; thence along the West right-of-way line of Parkway Place Drive 33 ° 24' 35" East 86.47 feet; thence continuing along said West right-of-way line on a to the left having a radius of 1748.29 feet, an arc distance of 140.49 feet and a chord bearing [stance of South 31 ° 07' 38" East 140,45 feet to the Northeast corner of Lot 3, Tract A, way Place ( Plat C-1171; thence North 64 ' 40' 46" West along the North line of said Lot distance of 120.07 feet to the Northwest corner of said Lot 3; thence South 25 ° 23' 34" East the West line of said Lot 3 a distance of 120.00 feet to the Southwest corner of said Lot 3; e along the North right-of-way line of West Markham Street South 64 ° 29' 06" West 4 feet; thence continuing along said North right-of-way line on a curve to the [eft having a s of 837.98 feet, an arc distance of 206.32 feet and a chord bearing and distance of South 57 42" West 205.80 feet; thence continuing along said North right-of-way line South 50 ° 0" West 244.50 feet; thence continuing along said North right-of-way line on a curve to the left a radius of 344.04 feet, an arc distance of 110.20 feet and a chord bearing and distance of 41 ' 18' 44" West 109.73 feet; thence continuing along said North right-of-way line on ve to the right having a radius of 24.97 feet, an arc distance of 36.93 feet and a chord bearing Istance of South 74 ' 30' 27" West 33.66 feet to a point on the East right-of-way line of Meadow Drive; thence continuing along said East right-of-way line North 63 08' 03" 280.96 feet; thence continuing along said East right-of-way line North 63 15' 48" West feet; thence continuing along said East right-of-way line on a curve to the right having a radius 4.59 feet, an arc distance of 208.43 feet and a chord bearing and distance of North 36 " West 201.03 feet; thence continuing along said East right-of-way line North 09 ' 66' West 231.11 feet to the POINT OF BEGINNING containing 12.393 acres, more or less. PviA Y !t F 2003 SURVEY UPDATED 1-28-03 SHEET 1 OF 1 DW WESTON SQUARE, LLC NOG DATE 10/15/99 JTTLE ROCK, ARKANSAS NROOJ 299-237 i C 11 .I]