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Home My WebLink AboutS-1686-A Mapzz IP NW CORNER W 1/2 NW 1/4 NE 1/4 NE 1/4 a 10 SECTION 35 m T-2-N,R-13-W �0 ra �W a � a r- mz q W I� N to 10 UJ A 0& N:159381.00 E: 1203420.94 S 86°57'13" E 160.59' sue& N:159372.47 E: 1203581.30 m LOT 11 0.20 ACRES 8750 SQ. FT. -JS 87°37'17" E 109.72'- C7 LOT 10 p qI 0.13 ACRES I C O 5486 SQ. FT. C f S 87°37'17" E Lc 109.72,Li LOT 9 O 0.13 ACRES p 5486 SQ. z - JS 87°37'17" E 109.72LI qH Qc 1 - -I-I XKK W O LOT 8 . 13 ACRES z hp I 5486 I SQ. FT. Ci tom, N -IS 87°37'17" E u� 109.72'L x o 0 IO I 548O - IS 87°37'17" E 109.72L 1 cnTcJ O LOT 6 O 0.13 ACRES N t7I I O 5542 SQ. FT. n 1 -S'87037'17" E 115.65' 71 1 w LOT 5 14.8' 1 0.16 ACRES N � 7044 SQ. FT. �- 0ESMT. J' 1 cn cc. 1- - N:159029.07 E: 1203409.39 PROPERTY SPECIFICATIONS OWNER: ARTURO CASAS 702 2nd AVENUE CONWAY, AR. 72032 DEVELOPER/SUBDIVIDER: ARTURO CASAS 702 2nd AVENUE CONWAY, AR. 72032 SURVEYOR: RASBURRY SURVEYING, LLC 308 WEST SOUTH STREET BENTON, AR. 72015 ENGINEER: ERIC RICHARDSON P.E. RICHARDSON ENGINEERING 325 WEST SOUTH ST. BENTON, AR. 72015 TRACT A & TRACT B WILL BE MAINTAINED AND OWNED BY THE PON TRACT A IS A DRAINAGE & UTILITY EASEMENT THE CITY OF LITTLE ROCK WILL NOT MAINTAIN THE PRIVATE ROAD NAME OF SUBDIVISION: OAK GLEN SUBDIVISION, PHASE 2 LINEAR FEET OF INTERNAL STREET - 432 +- FEET AVERAGE LOT SIZE - 0.19 ACRES 866 SQ. FT. TOTAL NO. OF LOTS - 9 LOTS TOTAL ACRES - 1.79 ACRES 77877 SQ. FT ZONING: PD-R BUILDING LINE SETBACKS FRONT SETBACKS - 1.5 FEET (UNLESS OTHERWISE SHOWN) REAR SETBACKS - 20 FEET (UNLESS OTHERWISE SHOWN) SIDE - 5 FEET (UNLESS OTHERWISE SHOWN) mp 6i N BLDG, LINF7 I to co #5 REBAR N:159285.81 �1 L3 Isis 5 REBAR LOT 1, T CT B N:159259.13 OAK GLENN SUBDIVISION 0.4 1-1 E: 1203602.04 203 5 SQ. FT. L I I RB W/CAP# 1526 #5 REBAR - Gti L5 N:159214.13 CDj E:1203600.15 rn LOT 2, OAK GLENN SUBDIVISION w a 00 BENT #5 REBAR - - -`t' N:159156.43 E:1203568.07 S 88°25'09" E 161.59' o r-80.71'- - � --80.88'-1 - z o� 00 q LOT 4 W I LOT 3 Ia a 0.15 ACRES 0.15 ACRES I� 6418 SQ. FT. 6537 SQ. FT. p a \ m ro \ co IN 15' BLUG�INE-0 L15' BLDG. LINE N s� --53.69'- z L-59.64'- - \� - OAK GLEN LANE' (PRIVATE 45' R/W) � N 87°3T16" W 1332m N 87°3T17"-W 314. POWELL ADDITION TRACT A - FINAL PLAT OF OAK GLEN SUBDIVISION, PHASE 2, CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY, ARKANSAS PART OF THE NE 1/4 OF NE 1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST PROPERTY DESCRIPTION THAT PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 2NDRTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER THENCE SOUTH 01°52'48" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 181.74 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 86°57' 13" EAST LEAVING SAID WEST LINE A DISTANCE OF 160.59 FEET; THENCE SOUTH 02°12'38" WEST A DISTANCE OF 86.72 FEET: THENCE NORTH 86°48' 17" WEST A DISTANCE OF 5.51 FEET; THENCE SOUTH 02'01'21" WEST A DISTANCE OF 16.13 FEET; THENCE SOUTHEASTERLY, ALONG A CURVE 14.82 FEET, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3.47 FEET SAID CURVE HAVING A CHORD DIRECTION OF SOUTH 42°50'06" EAST AND A CHORD LENGTH OF 13.36 FEET: THENCE SOUTH 87°04'58" EAST A DISTANCE OF 21.09 FEET: THENCE SOUTH 02°24' 15" WEST A DISTANCE OF 45.03 FEET: THENCE NORTA 86158'54" WEST A DISTANCE OF 20.70 FEET; THENCE SOUTHWESTERLY, ALONG A CURVE 12.76 FEET, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 9.39 FEET SAID CURVE HAVING A CHORD DIRECTION OF SOUTH 54°06'03" WEST AND A CHORD LENGTH OF 11.80 FEET; THENCE SOUTH 02°02'34" WEST A DISTANCE OF 51.91 FEET; THENCE SOUTH 88°25'09" EAST A DISTANCE OF 161.59 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF WATTS ROAD: THENCE SOUTH 02°26'02" WEST ALONG SAID WEST RIGHT OF WAY LINE A DISTANCE OF 136.09 FEET; THENCE NORTH 87137'17" WEST LEAVING SAID WEST RIGHT OF WAY LINE A DISTANCE OF 314.70 FEET TO A POINT ON THE WEST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF 7HE NORTHEAST QUARTER: THENCE NORTH 01°52'48" EAST ALONG THE WEST LINE THEREOF A DISTANCE OF 352.12 FEET TO THE POINT OF BEGINNING. CONTAINING 1.79 ACRES, MORE OR LESS. ti RB W/CAP#1526 N:159151.97 E:1203729.59 O CO c F O -o C to N ��v CERTIFICATE OF RECORDING This document, number Record Page filed for 20 in Plat Book Signed Clerk 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 the plat. g- z-2- �3 Owner: We Casas Date of Execution �2 2nd Avende j Signed Source of Title: Document Number ZO V_ 0-3 3 3 Z N ? i - CERTIFICATE OF FINAL APPROVAL 'r%r� �ipup�,p nPd1��ca and all thPursuant to the Little a Rock Subdivision Rules and Regulations, approval having been completed, this document hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. 0.03 ACRES N:159016.01 81 1267 SQ. FT. I IIIf Il' II III' IIIII II IIIII III II III 20230, s3Q5 oa RM RECORDED. 03-22-202303:23:31 PM In Official Records of Terri Hollingsworth Circuit/County Clerk Date of Execution PULASKI CO. AR FEE $15.00 LINE TABLE CHART t9 1,5 34 5 LINE BEARING DISTANCE Ll N 86°48'17" W 5.51' L2 S 02°01'21" W 16.13' L3 S 87°04'58" E 21.09' L4 S 02°24'15" W 45.03' L5 N 86°58'54" W 20.70' L6 S 02°02'34" W 51.9Y L7 S 02°12'38" W 23.50' L8 N 01°52'48" E 11,44' L9 N 87°43'04" W 5.58, L10 N 88°38'12" W 44.89' L11 IS 87°04'58" E 52.00' CURVE TABLE CHART i306 707. '5n"-d' CURVE CHORD BEARING CHORD LENGTH RADIUS ARC LENGTH Cl S 42°50'06" E 13.36' 9.50' 14.81' C2 S 54°06'03" W 11.80, 9.39' 12.76' C3 N 42°52'14" W 70.40' 50.00, 78.10' C4 S 47°24'19" W 28.2T 20.00' 31.40' C5 N 42°59'05" W 38.64' 27.50' 42.85' C6 N 78°45'27" W 22.34' 72.50' 22.43' C7 N 45°39'56" W 59.50' 72.50' 61.31' C8 N 09°46'43" W 29.30' 72.50' 29.50' Little Rock Planning Commission LEGEND •-FOUND MONUMENT O-SET #5 REBAR/CAP #1506 A- COMPUTED POINT B- CONTROLLING CORNER - FENCE -CENTERLINE -- BUILDING LINE - - - - - --EASEMENT LINE VICINITY MAP (NTS) $INTE OF ••� ••• CERTIFICATE OF ENGINEERING ACCURACY •••• AS L Eric Richardson, hereby certify that this plat correctly represents a plan •• made by me, and that engineering requirements of the Little Rock LICENSED Subdivision Rules and Regulations have been complied with. ; PROFESSIONAL ENGINEER Signed m 2 * * * O Date of Execution Eric Richardson �-�� No. 14266 5 j Registered Engineer �O ••• ;-I N f CNP'#••• No. 14266, Arkansas R • �_ .•1 CERTIFICATE OF -S_URVETING ACCURACY L James A.Rasburry, 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. Signed: James Akbburry Registerrveyor No. 1506, Arkansas CLOSURESTATEMENT THE CLOSURE MEETS OR EXCEEDS THE MINIMUM RELATIVE I hereby certify that the above plat POSITIONAL ACCURACY STANDARDS AS DEFINED BY THE represents a survey made by me or ARKANSAS STANDARDS OF PRACTICE FOR THE PROPERTY under my supervision on this day. BOUNDARY SURVEYS AND PLATS No independent search for easements, covenants, encumbrances, or any other facts which an accurate title search may disclose was performed. BY GRAPHIC PLOTTING ONLY THE DESCRIBED PROPERTY DOES NOT LIE WITHIN A FLOOD "t,r[wuuurp„ PRONE AREA. AUTrr,��'''rr.� SOURCE: FLOOD INSURANCE RATE MAP 'C 'IQ ' PANEL NO.:05119CO338H `.�G� DATE: JUNE 07. 2019 4 RASBURRY c W SURVEYING, LLC '. O U Z 50 0 50 100 NO. 2267 Scale: 1" = 50'