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Home My WebLink AboutZ-8503-D Map 7L U EWE OQ 7I000uvUS SDOe n n ' / O �eo C4 �A jN LK T PROP£RTfF9, llC ROCN£TT PROP£RTf£S. Lf SBB'25'02'E Mr rw 661.09 a -- � p �L l2'TT PROP£RTf£S. LlG I a //// �t� I 1 I F Ig— — — -- r ---- -i --' I I I — f R ,en IS EDGE G iy 372 / i m l / f � I R Y:AV5 RAY MT 9L H'DI[-i4M1 /�9p� E P./ ROlL4N6 R,Y t,( 360 � 3 s y o0 r 1316.70 NW C N 87'59'29" W 1. N 02'48'16" W SECTION 16 ' T-1-N, R-13-3 W - N 02'47'37 W ba 46.78' r� i � I n c� cc I 3 N 04'31 09 W 99.68' Q v 00" _ 101. MI N; 07. 255 a 95.�5 fJ G9'07' 4" W 7, 4,O N 0 '38'45 10 00 CD �m� 1 p N 9' 39" W _ 11 � 75. 0 — 8 %_ N 02'22 53 W ` �28 E a �T g0�20 —6- ,5 I I I I l I I , I' � .i !� �.i 6 � I, i I' N 08'19'25" E 1 ��. J;J I � I � 44.66' r I _ 12 N 11*22'38" E BIKX 21 B ' I, 424 1 17 10 13 _ N 08'08'24" E o_ _ - 0 53.59' t �D i 7�Q�� 1� _ I N 00'46'20"W i 4 I,ors, i ,/i — — _- Ld I I - --- 7.27' o - - � i �• � IS N 08'S3'53" W FP007L pG� [V]M L�LaflD` ��Cs 4 s6.7r 71U 09" W p4C #j OOM Pnkai `�D 48.68�4 i I „ 1 4 5 s - - - R /� b �. vo — — // 3 2 a6 �� ' 1 N 11'38'19" W 06.40' FAR 1 N 11'12'58" W SMI..:� �.� EXISTING DRIVEWAY APRON 104,75' KANIS ROAD a � a EEK gR001 ¢ m TRAIL o3 m i Y / a x O N sI- ti 36TH STREET THIS SITE N w z COL GLENN ROAD LAWSON ROAD VICINITY MAP N.TS. 9 N 860 6'55" W 1314,94' S 01022'11" W � 10,00/\ 20- EASEMEW AGREEMEM 1 27—FT DRIVEWAY — — N 1139'42" w BOOK 303, PAGE 17 i N 88' 17'52" W 30' ACCESS EsMT- 1 72.86' Instr. y(I 20140650 -51 _ 196.95' — — _ >-- 27—FT EXIT ONLY DRIVEWAY ;SECONDARY E — -- - - ,� — _ MERG ENCY ACCESS) � I I l ern , z a I a I -- �� LLLJJJ ,I a - - _: __ r LEGAL DESCRIPTION: - � ��-�� _ -- � � I- v�! II I I _. hT � �, ( -- —� 7 y � I �a I r •— - o O f =i d r i PART OF THE NW 1/4, NW 1/4, SECTION 16, &THE NE 1/4, NE 1/4, SECTION q �-� � � � 17; T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS. MORE PARTICULARLY - I \\ DESCRIBED AS. BEGINNING AT THE NW CORNER OF SECTON 16, T-1-N, L -- -- III I - — 1 8 FT TO THE CENTERLINE OF BOWMAN R-13-W, THENCE 00/ 59 29 E, 92 .3 ROAD; THENCE ALONG SAID CENTERLINE S02'48I16"E, 26.98 FT.; THENCE S02'47'37"E, 46.78 FT.; THENCE SO4'31'09"E, 99.68 FT.; THENCE S05'35'00"E, 101.62 FT.; THENCE S07'12'55"E, 95.95 FT.; THENCE S09'07'24" E, 89.97 FT.; THENCE S09'38'45"E, 107.19 FT.; THENCE S09'03'39"E, 75.60 FT.; THENCE S02'22'53"E, 23.99 FT.; THENCE S00'20'28"W, 39.20 FT.; THENCE S08'19'25"W, , �F` I I 44.66 FT.; THENCE S11 22 38"W, 86.09 FT.; THENCE S08 08 24 W, 53.59 FT.; OVERALL KEY MAP I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND rnoo - THENCE S00'46'20"E, 47.27 FT.; THENCE S08'53'53"E, 56.77 FT.; THENCE --`- - DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH G I ----` -- -- --_ S11'24'09"E. 48.68 FT.; THENCE S11'38'19" E, 106.40 FT.; THENCE S11'12°58" F ,,msm,,,�Gi ''z, - -- �. Revised 11-4-15 E, 104.75 FT.; THENCE Si t'39'42"E, 72.86 FT.; THENCE LEAVING SAID ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS , OF "'. 1 O 1 Z 15 %STATE - - EXCEPT AS SHOWN. _ ARKANSAS ' CENTERLINE N88'17'52"W, 1075,55 FT.; THENCE S01'22'11"W, 10.00 FT.; THENCE - - - N88'O6'55"W, 1314.94 FT.; THENCE N01'18'43"E, 1274.48 FT.; THENCE _ _ ao = © WHITE-DA TERS & ASSOM TES, INC. THE POINTE AT BRODIE CREEK Date N89'45'10"E, 1316.70 FT. TO THE POINT OF BEGINNING, CONTAINING 69.049 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING PHASE IV Scale Hor. vent. ACRES. 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 1"-100' AND THE ---------- !'o "t YwtO'L1AN9•�` `` sheet 1 of Paul M. White, PLS #1281 Ark OR LESS. ADJACENT FLOODWAY FOR BRODIE CREEK CONTATING 4.9 ACRES MORE '� .,,o I „r., Survey By: Drawn By: Checked By: Approved By: LITTLE ROCK, ARKANSAS Job No.