Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S-0503-T Map 1
1 1 L I j 1+ l 5 PLAT BOOK E-85 S86°47'39"E+ �REBAR 21 FOUND20 C 17 / POINT OF BEGINNING . 26.67' tI.SI REBAR 1 `� FOUND 1 8 / \JJ ( � FOUND REBAR • 18, 70 {S88°14'24"a 357.04' REBAR ( ��. Q 78.16' 2 1 15' EASESENT (T��� �j 102 N8�14'24"W 917.t2' FOUND ir7 '•�_ 118,94_ 9 ,�'L •.. _149_10'3T'y�42_94' -�+ �-� REBAR O, �, 4s_ a� -.; ,� y,�g f�.-i-- 6.05' �O NORTHEAST CORNER y0�FOUND REBAR NE 1/4 NW 1/4 OF 94 rn 95 a y \ �\ y 101 SECTION 16, T-1-N, R-13-W � FOUND - ,ry REBAR /j m • or ti 'S. 96 ;CD 98P. 0 99 �� N a23 --`` \ ,a® O 00 -; rev- 170'15 d• ,n 55A Im• �. 15'Ot'27" �3 o 119' 1lcDJON m�►�� ° 93 �� 131j10 ' rso.Q 50 R$ ay b",\\ � �o� 4- -s .00D ?�l 2 (_'' ems° o_ !. o. ys 4/'�' FOUND 60.42' 4.31' fB REBAR O \ !6,_ 90" \ g 7 �,\C�i• r5 ° o O p2' O-EA rya a O. OG� '' 52 S88 .85, E p•- -• ,,� ;y o� � l,s� S05059'51"E 3:16.4 ' �0 �`0\ e�� so �o 50.61' (] 1 11.22'FOUND 92 �Oi REBAR i� 158A33'Ot" ro�vCD M o�6, N Imo\ 69 �• le '0 91 114 aio 103 10) CID °=. 50• 0$ �yA Q•� . ate. '`�c. i • n � O s9 rp, `� 0 `c�F2� N 1p 03 / �Q o ��11 ` °s C� �4 rs >0 3 �E- S° �G ! 113 \ h \ ?�, 1, ?4, ti 0 0 0 O� \ D FJ FOUND I Q, ?g, 0 \� \ Y ♦O. Dh,� REBAR P°� •'L 104 112 1 2 '6'd+9''p Q� N O o h i o A0 Co /L �7d 58A 111 �. age% ©� REBANR _ PLAT BOOKON E-219 Z �= 5 9{• // ' �B' tee- 6m 60/ . �tl� m \�C7 I�`5 EASEMEN 21, 97•1 '25903• '/ ! y� __ . $ j 01 ''ryb ��` \�js0• 105 N , ti`�a o� 0 65.09" yea Nv 7,5' NW 114 NW 114 lW l 88 185.79 Y M ` ,,�e6 FOUND SECTION :16 I 6 00 5 - w• ,37 gg,22. W �/ REBAR s. _ 110 I I� ' p I �r T-1-N, R-13-W ,,5 110,14' W ;a"N j 100 c) 1000 ; `W 107 t- w 1n -J 0 _ IaI�N 10� z m oaL 25' BUILDIIV� LI W. ° a o Q ea NE _ 0o O 0 87 o I �� 78.i3' �o. 65.00' m w o 65.00' �� I '41.98'c� FOUND w® REBAR �g�{a�AS 110.09'_- (TT S85°35'32"E 273, ` ° 5.87'�20.27 T 0 - ------ 28 N87 41'33"E 18,66, S01018,26"W SHADY RIDGE DRIVE 5 Z 50 25 0 50 100 state 1'=50' G3aL�D 1- �Q�a= � o 4=9oq � P tr x G Z n L Z N I O L SEC. 16 r R-13-W THIS PROJECT PAGIS COORDINATES Point No. Northing Essting 1 144233.3000 1190157.3732 2 144153.5904 119022 0.6488 3 144073.2035 1190230.5855 4 144022.8698 1190235,8749 5 143923.0735 1190230.3625 6 143848.1155 1190149.9594 7 143784.9470 1190208.54 03 8 143700.3742 1190209.2758 9 143650.2876 1190208.1329 10 143548.1300 1190209.0900 11 143561.6529 1189773.6277 12 - 144245.7580 1189773.8741 13 144244.2666 1189800.5017 GENERAL NOTES: 1. 1/2" REBAR WERE SET AT ALL LOT CORNERS EXCEPT WHERE NOTED, 2. ALL EASEMENTS ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. RADII AT INTERSECTIONS OF STREET RIGHT OF WAY ARE 25.00' EXCEPT WHERE NOTED. 4. DISTANCES SHOWN ALONG CURVEES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE EXCEEDS 1:50.000. (� 0.10 86 I i I 11.7,10 0 o am: O� vi 2.5' LO "i. 81.12' °�°� 7 1 ' 7YP to a + Property Description (O .S - 65.70' - O FOUND p Y @= 67,50' 9° n e A�ae" 110-05 31.98' -: w REBAR _ 5,-_ 25' BUILDING _----_° Ili Part of the North 1/2 of the Northwest 1/4 of Section 16, Township 1 North, Range 13 West, in o - {Jj}-IN-E N W the Cityof Little Rock, Pulaski County, Arkansas, being more particular) described as follows: r5 ASEMENT I TYP,zJI cV Y N jY 84 m' a3 0 �;� �° I�c� Starting at the Northeast Corner of the Northeast 1/4 of the Northwest 1/4 of said Section 16; O a0 N (� 85 o I r o M , w 82 N 81 urNc'� thence North 88°14'24" West along the North line of said Northeast 1/4 Northwest 1/4, a I o a I I OO distance of 917,12 feet to the POINT OF BEGINNING, said point also being Southeast corner of 9a• °�, �.�W s O Lot 18, Sandpiper Creek Addition to the City of Little Rock, Pulaski County, Arkansas (Plat �� 110.05' s• ,o a �. e ° "`ccc���--- ' -=v, `.'� 66.77' P� '• '� 67.5T `�s- 4, 'II � Book E-851; thence South 38 26'37" East along the West line of Lots 102 and 101, Sandpiper FOUND 9� 6. 50 02' 9� - - - ! L._ _ _ s 69,45' � Creek Addition (Plat Book E-219) a distance of 101.77 feet; thence South 07002'48" East along REBAR �70: ERSEMENT� pp TT' the West line of Lot 100, said Sandpiper Greek Addition 81.00 feet to a point on the North right PAGISMONUMENT11 N88°13'17"W 435.67' © PAGIS MONUMENT of way line of Brook Forest Drive; thence South 05°59'51" East 50,61 feet to the South right of NO. 2055-0175 NO. 2055-0176 Way line of said Brook Forest Drive; thence South 03°09'42" West along the West line of Lot 103, said Sandpiper Creek Addition a distance of 99.96 feet; thence South 47°00'26" West THE DSGN MEHLBURGER DR wFMM-mgme°rs-su�9,� CHK 201 South hard ❑ Little Rock, AR NO. CENTERLINE CURVE DATA - DELTA RADIUS I r RC TAN, CHORD 1 37'06'33" 150.00' 97.15' 50.35' 95.46' 2 54040'00" 150.00' 143.12' 77.53' 137,75' 3 06'42'56" 75.14' 8 81' 4,41' 8.80' NO, I DATE REVISION ram® along the Westerly line of Lot 104, said Sandpiper Creek Addition a distance of 109.93 feet; thence South 42050'32" East along the Westerly line of Lot 105, said Sandpiper Creek Addition a distance of 86,15 feet;thence South 00°29'54" East along the West line of Lot 106, said Sandpiper Creek Addition a distance of 84.58 feet to the North right of way line of Shady Ridge Drive; thence South 01018'26" West a distance of 50.10 feet to the South right of way line of said Shady Ridge Drive; thence South 00032'12" East along the West line of Lot 80, said Sandpiper Creek Addition a distance of 102.16 feet; thence North 88°13'17" West a distance of 435.67 feet; thence North 00°01'14" East a distance of 684.10 feet; thence South 86047'39" East 26.67 feet to the Southwest corner of Lot 21, said Sandpiper Creek Addition; thence South 88014'24" East along the south line of Lots 21, 20, 19 and 18, said Sandpiper Creek Addition a distance of 357.04 feet to the POINT OF BEGINNING containing 6.831 acres, more or less. BAR IS 014E INCH ON FINAL PLAT OF LOTS 81-99 AND THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, ORIGINAL DRAWING. 0" LOTS 107-1 14, SANDPIPER CREEK IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. IF NSHEE.OE INC ON ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BY APVD THE MEHLBURGER FIRM tT SCALES ACCORDINGLY. ' CERTIFICATE OF SURVEYING ACCURACY I, "7X0--' , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Michael Watson Registered Professional Land Surveyor No. sa•> Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, I, V..as K do hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution 15 - c;l - Y7 Wes Lowder Registered Professional Engineer No. Arkansas CERTIFICATE OF OWNER We, the undersigned, Owner of the real estate shown and described herein, do hereby certif hbt we have laid off, platted', and subdivided, and do lereby lay off, plat, and subdivide said real estate in acc rdance with this plat. f�\ Date of ecution �'Siritiature _ �_ All 1Name �'c•1• % f a 3 0 � 222�. CattoMd-cite Larve Address 6 Vh�,•i M14p Fur..= I�� i!I »irt4xni.w ootl119i'�YIY➢1'i � �j L° RD C.i�f �� %L.ZO3 ,N01%ittlii ,i>3T; 4*-OTATE s ARKANI 9'cic - 2 8 3*0 Source of Title: 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 Regulation. 9A69 .AAAQA Date of Execution R. PIa ng ter! omrnlsSlan;t 4 0 CERTIFICATE OF RECORDING 97 029542 °°°• yd This document, number ,•. dwi for record �' ' I �^ 19 in Plat Book Page l Signature Clerk CAROLYN STALEY, Circuit Caunty Clerk & Recuri�ul ATE1ZrO ._ .� •L�y ``sue` 1111111\11````` * • ,r N0.4943 SANDPIPER CREEK PHASE V WINROCK DEVELOPMENT COMPANY LITTLE ROCK, ARKANSAS CJ m�%'(�lX�Lels BY: SHEET DATE 4-28-97 PROJ 295-273 NO. A mem C D 5 -50�3 -T-