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HomeMy WebLinkAboutS-1313-O Map 5t0 01 O T w i Z, 0 tK ` 10 \\ v 80 S6 �\ S \ 45' R/W 10' NO ACCESS) 3 \ �g ??r8WOODLANDS TRAIL c2s,� r >_ - - EASEMENT p y p _ ap9�R (H-665) 11386013'12"E rya �� _ 11 S87051'42"E / is.ss " - 90.15' 12 S� a ,3 0r p 0 b� hb9� 14.23' gyp \� 10' NO ACCESS 8 � -� F 129, 10' NO A ESS N86°13'12"W R/W CURVE DATA UTILITY EASEMENT ��� ��'CH SEMENT A-\ 25' BUILDING LINE �\ 10�h A 38 04'41" R/W CURVE DATA 13 (60N T 102,66'R 297.50' 0 29*43'04" m L 197.71' T 66.99' o o j R 252.50' n to e) L 130.96' z � w Ssa °Q h 10 O a' 0 15' UTILITY �3r 82p-. O ('j w ¢ Ico EASEMENT Lu N a 4� OaN e3°4 3s• O Gj 2v wo TR�g CIz= P.O.B. �66°15' PERMANENT EASEMENT CENTRAL ARKANSASr>Q01,3, CO 15' SEWER RIGHT-OF-WAY EASEMENT WATER RIGHT-OF-WAY O T EASEMENT INSTRUMENT SUBURBAN SEWER IMPROVEMENT DISTRICT NO. 2003078776 \ NO. 239 PULASKI COUNTY, ARKANSAS p INSTRUMENT NO.2000067058 - - 10 -- - - 24.99-- - - - - - - -� N88043'07"W S41022'50"W 1� 1 25.12' �N�88°55'51"W FOUND CAPPED REBAR 1348 �.J `S00 IS v'r, \"`O11 eG. ZO l of o N N N N a) � © v I v � m rn N � I 1 _ 1 1 1 1 1 1 TRACT RLA', 1 1 5,634 ACRES± 1 1 1 �15' UTILITY EASEMENT S62 4r r� rr4�W are\ o\ \ ra o o ViN 4- o ¢\ �)�4�7�IJ 222 3a „ o ' 10.89' N88055'51"W 140,26' S39042'54"E 3.84' FOUND 1/2" GENERAL NOTES REBAR 1. SET 1/2" REBAR WITH CAP AT ALL LOT CORNERS. 2. ERROR OF CLOSURE EXCEEDS 1/20,000. / 35 34 33 PROPERTY DESCRIPTION STATE PLANE COORDINATES NORTHING EASTING 1 145882.1924 1185180.6430 2 145560,6139 1185060.9956 3 145557.6638 1185063.4461 4 146490.7667 1184851.3648 5 145493.3836 1184711.1246 6 145707.6736 1184711.1243 7 146788.1416 1184641.1295 8 145978.7549 1184645.9651 9 146134.4813 1184761.8304 10 146086.3602 1184820.2616 11 146016.2414 1185001.2496 12 146012.8775 1185091.3364 13 145975.0208 1185215.1810 aw OR Poll #►�FIR 11 III,�Iii� i i _ 0 RR CERTIFICATE OF SURVEYING ACCURACY I GREGORY T. SULLIVAN 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 Nth. 5S 29 G(a (- Date of Execution Grego . Sullivan Registered Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1,CURTIS W. SCHAFFHAUSER , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Ro Subdivision Rules and Regulations have been ie,8h. 6--zy- o6 . . 11 Date of Execution Curtis W. lWaffhouser Registered Professional Engineer No. 12037 Arkansas 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 0081 F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. DATE: i" k d(aX��,2.w GR N T. SULLIVAN AR PLS NO. 1096 Part of the NE 1/4, SW 1/4 and part of the SE 1/4, SW 1/4, Section 8, T-I-N, R-13-W, Pulaski County, Arkansas, more particularly described as follows: Connnencing at the Northwest corner of Lot 35, Block 7, of the Corrected Final Plat of Woodlands Edge Addition (Plat 11-642), thence North 66°00' 13" West 11.43 feet to the POINT OF BEGINNING: thence South 20°24'30" West 343.12 feet; thence South 39°42'54" East 3.84 feet; thence South 72°29'35" West 222.38 feet; North 88°55'51" West 140.26 feet; thence North 00°00'00" East 214.29 feet; thence North 41°01'06" West 106.65 feet; thence North 01027101" East 190.67 feet; thence North 36°39' 10" East 194.11 feet to a point on the Southerly right-of-way line of Woodlands Trail; thence along said right-of-way line South 50°31'36" East 75.70 feet; thence continuing along said right-of-way line on a curve to the left having a radius of 297.50 feet, an arc distance of 197.71 feet and a chord bearing and distance of South 68°49'21" East 194.10 feet; thence continuing along said right-of-way line South 87*5 P42" East 90.15 feet; thence continuing along said proposed right-of-way line on a curve to the right having a radius of 252.50 feet, an arc distance of 130.96 leet and a chord bearing and distance of South 73°00' 10" East 129.50 feet; thence South 20°24'30" West 99.05 feet to the POINT OF BEGINNING, containing 5.634 acres, more or less. VICINITY MAP CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. R0 Rrap__ f-ril,�G. 5 z4 o�, Date of Execution Name Address Zoz&I"Or- Source of Title: D.R. Page ^ 1-4 Instrument No. Z420 3 03 32.7r 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. Date of Execution L.R. fanning Commission CERTIFICATE OF RECORDING This document, number, �/v �fD4 `i/ filed for record 2fkC4, in Plat Book Jam_, Page 3 (Signed) „ STATE O� AREA A; N�tlt 6 NATURE UA �r0 !pl T Clerk PAT O'BRIEN, Circuit County Clerk 1"=40' 0 11t111111111I1,1y `." SEN4 OF 't.... ®®® THE MEHLBURGER IR FM, PLLC DSGN o G3LM�L O[ DOC�MWILC14�i 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 BAR IS ONE INCH ON LE AR IS SP �N H ORIGINAL DRAWING. OS 1• IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. FINAL PLAT OF PART OF THE SE1/4 SW1/4 AND NE1/4 SW1/4, SECTION 8, T-1-N, R-13-W PULASKI COUNTY, ARKANSAS FINAL PLAT OF TRACT R-A WOODLANDS EDGE SHEET 1 of 1 DR SDN DWG NO. CHK GTS DATE-22-06 APVD GTS NO, DATE REVISION BY APVD PRO) NO 206-131 201 South Izard 0 Little Rock, AR 72201 0501/375-5331