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Z-8957 Map 3
18" rcp �2 W - NW CORNER NW1/4 SW1/41 " SECTION 15 j NI I O O Of I 0 D_ O LL_ Y I NW1/4 NW1/4 SW1/4 Q SECTION 15 I (n t� 12"cmp11 O 1 0 24"cm __ _ Ip b— mh g 5q1 I � ��O T I •� a� I — � one sto rock/fral DALE SHOOK guardrai \ I \ 36"cmp it Q I W 0 N - tf1 O Iz _ W. 36TH. STREET �. ...... ...... ...... —. _ end curb sphalt �..—..—..—.._12 W— R25.00' CDN43012'35"E LC37.562 \ _ — R385.00' CDN22015'35"W LC222.15' Z \ ��0�/, I I I \ I � 0 -nh 4— —� 24" ss fence post ^-) \ 90 �A \0-<" \ OS `S0O�70- 9i- o 0 \ 06 \` T SW1/4 NW1/4 SW1/4\ O�o \ 7 SECTION 15 O> \ I Iss mh — frameshop 17.0' I North ss mh —�--.._-- ss mh — -o pCUf Inlet � _.— ._._.. —' 77/._ _ u u n - 36 cmp•, ..—..—..—..—.._� — to rn 00 lss mh NE1 /4 NW1 /4 SW1 /4 II SECTION 15 I I �ss mh I / R340.00' —�CDN 19003'49"W/ PARCEL A LC232.18' / 15.8215 ACRES I �ss mh _ fss mh q' � I I 92��'.0 n� q F l I ,Orvo- CO Q) O �s �k N I s�j�,�%�%/ s .n lo- n O T 9� o O I oFo v 1 I Q �O� 9 on I �QODO, I SE1/4 NW1/4 SW1/4 NI SECTION 15 �3 q,3' 344 51 N;75• 16'47"W 153 NE CORNER /NW1/4 SW1/4 ==-9- / SECTION 15 r� N Ln 0 rn N IT- N O to 64' point of beginning R Scale 1 " = 60 ft M EXISTING SURVEYS USED TO ESTABLISH PROPERTY CORNERS ON THIS SURVEY: (1) BLAYLOCK THREEf ENGINEERS SURVEY BY JOHNNY TWEEDLE DATED DEC. 10, 2010. (2) SURVEY BY DONALD BROOKS OF E1/2 W1/2 NE1/4 SW1/4, SECTION 15, DATED FEB. 23, 1995. (3) SURVEY BY BEN KITTLER OF AT&T ROSEDALE TOWER SITE, DATED JAN. 9, 1996. LEGAL DESCRIPTION — PART OF THE NW1/4 SW1/4 OF SECTION 15, T-1—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID NW1/4 SW1/4, SAID POINT BEING 33.64 FT. FROM THE NORTHEAST CORNER THEREOF, LYING ON THE SOUTH RIGHT—OF—WAY LINE OF WEST 36TH. STREET; THENCE SO7'22'12"W ALONG SAID EAST LINE, 905.23 FT.; THENCE N75'16'47"W, 153.57 FT; THENCE S73'43'34"W, 344.57 FT.; THENCE N79'58'33"W, 161.15 FT. TO A POINT ON THE EAST RIGHT—OF—WAY LINE OF SHACKLEFORD ROAD, BEING 40.00 FT. FROM THE CENTERLINE THEREOF; THENCE NORTHERLY ALONG SAID EAST RIGHT—OF—WAY LINE THE FOLLOWING: (1) N00'54'02"E, 342.03 FT.; (2) NORTHERLY ALONG THE ARC OF A 340.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N19'03'4901N, 232.18 FT.; (3) N39'01.40"W, 220.12 FT.; (4) NORTHERLY ALONG THE ARC OF A 385.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N2715'35"W, 222.15 Fr. AND (5) NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N43'12'35"E, 37.56 FT. TO A POINT ON THE SAID SOUTH RIGHT—OF—WAY LINE OF WEST 36TH. STREET; THENCE S88'05'200E ALONG SAID SOUTH RIGHT—OF—WAY LINE, 927.64 FT. TO THE POINT OF BEGINNING, CONTAINING 15.8215 ACRES MORE OR LESS. I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH 1 ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. © SOME PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD j BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY INSURA7J4 ORK MAP FOR LITTLE ROCK, ARKANSAS. �ytSTE Npw, �w _� srA 0P SAS — ' — N .1281 I Paul White, PLS #1281 AR hL FOR USE AND BENEFIT OF: W.K.R INVESTMENTS, INC. r L i O 5� STANDARD ABSTRACT & TITLE COMPANY, ......•�"' OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY I i FND. 1/2" REBAR A I AT&T TOWER SITE FNO R�egR W1/2 W1/2 NE1/4 SW1/4 SECTION 15 QP \ (0�Oh r ss mh _ J 0 0 �• � w © WHITE-DATERS & ASSOCIATES, TVC, J ^ CIVIL ENGINEERING, LAND PLANNING & DEVELCPMENT, SURVEYING w SHACKLEFORD MOBILE HOME PARK 024 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 — PH. 501-821-1667 FAX. 501-821-1668 4••II 79.58' EE {sue 33.,w i g 161.15 — ' OD1 o BR % LEGEND water voW �- fire hydrant ® water meter —W-- water line QT electric transformer ® electric box ® fiber—optic sign © gas meter — — — overhead electric Q power pole �— guy wire' light pole w/ conc. base �k_ ground light + bollard pole ss mh sanitary sewer manhole UGT buried telephone ® telephone riser ® cable riser ® 24" grate —drainage curb inlet—drai;-,oge rep _ reinforced concrete pipe g. handicap parking ® handicap romp fence concrete SIP— SET 1/2" IRON PIN W/ CAP W/ ,281 BOUNDARY SURVEY PART OF THE S W 1 /4 SECTION 15 Date me 12, 2014 T-1—N, R —13 — W, Scale T Hor. I Vert. PULASKI COUNTY, ARKANSAS Sheet of 500-01 N-13W-0-15-300-60-1281 rob No. 14-295P 8'7S 7