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HomeMy WebLinkAboutZ-8957 Map 5i s I — \ 18" rcp NW CORNER W NW1/4 SW1/41 SECTION 15 j I I N O IQ I O 0_ I 0 Y I NW1/4 NW1/4 SW1/4 I a I SECTION 15 �I 12"cmp11 OJ I I \ 24 cmk =_ _ Ip �ss- mh g 5ql O T I one story rock/frame DALE SHOOK �I guardrai \ I \ 36"cmpir Q W. 36TH. STREET ----- — — — — ...... — — end curb R25.00' CDN43" 12'35"E LC37.56' R385.00' CDN22" 15'35"W LC222.15' Z \ 0�j' I I I 1 •nh —� 24" ss \ fence post' o° \ o J' o<" 0 \ 00So00 f \ 0; /(: P 1)- o 0 s �\ 00 O� SC, ,Po `9'� \ SW1/4 NW1/4 SW1/4\ O> I SECTION 15 ss mh ---.___ ss mh curLJ 1111UL— — — — — — — — — sphalf - n v Iss mh — frameshop \.0'INorth fn in DO s mh NE1/4 NW1/4 SW1/4 II SECTION 15 I �ss mh I / R340.00' i CDN19003'49"W/ --a—'LC232.18' PARCEL A / 15.8215 ACRES R_ �ss mh 1ss m h q i <�\ I"'7A'9"✓� UT Q) I 4's0.0 44 Qq N . 0/8 ����'L «, O O I 0600 N9S �y AY I 7 s �[0 � o ';� I 0 v ° z 00� 1 I '7 0,� r [� SE1/4 NW1/4 SW1/4 NI SECTION 15 13 43' >- w J \ O W 0 oil NZ5.16'47, 153.57� I I I i I I I NE CORNER NW1/4 SW1/4 SECTION 15 64' point of beginning 60 0 60 Scale 1 " — 60 ft EXISTING SURVEYS USED TO ESTABLISH PROPERTY CORNERS ON THIS SURVEY: (1) BLAYLOCK THREET 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 Fr. FROM THE NORTHEAST CORNER THEREOF, LYING ON THE SOUTH RIGHT—OF—WAY LINE OF WEST 36TH. STREET; THENCE S01'22'12"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) NOO'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 N19'03'49"W, 232.18 FT.; (3) N39'01'40"W, 220.12 FT.; (4) NORTHERLY ALONG THE ARC OF A 385.00 F7. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N2715'35"W, 222.15 FT. 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 S88'05'20"E ALONG SAID SOUTH RIGHT—OF—WAY LINE, 927.64 FT. TO THE POINT OF BEGINNING, CONTAINING 15.8215 ACRES MORE OR LESS. I HERF,BY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. SOME PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY111111 INSURANC ORK MAP FOR LITTLE ROCK, ARKANSAS. 4CyjSTERn_ / �F' NN'.....,,,'�O STA OF SAS ' N .1281 Paul White, PLS #1281 AR C FOR USE AND BENEFIT OF: W.K.R INVESTMENTS, INC. �NAj,L,N• STANDARD ABSTRACT & TITLE COMPANY, .... OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FND. 1 /2" REBAR 0 I AT&T TOWER SITE FND RFBgR oo° ro ss mh O <j w © WHITE-DATERS & ASSOCIATES, INC. Lil Ig CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING J SHACKLEFORD MOBILE HOME PARK Q24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 W1/2 W1/2 NE1/4 'N1/4 SECTION 15 s i 479•51'33»W /gEEK 161.1 if 13gpD — o o $ LEGEND water valve -6 fire hydrant ® water meter —W— water fine electric transformer ® electric box ® fiber—optic sign © gas meter — — — overhead electric power pole �,— guy wire light pole w/ conc. base ground light + bollard pole as mh sanitary sewer manhole UGT buried telephone ® telephone riser ® cable riser BB 24" grate —drainage —Q_ ._ curb inlet —drainage rcp reinforced concrete pipe handicap parking ® handicap romp — fence concrete SIP— SET 1/2" IRON PIN W/ CAP 1281 BOUNDARY SURVEY PART OF THE SW 1 /4 'revised SECTION 15 Date June 12, 2014 T —1—N, R —13 — W, I Bw Vert. PULASKI COUNTY, ARKANSAS sage Sheet of 500-01N-13W-0-15-300-60-1281 lob No. 14-29SP , f l -:�—$`CIS%