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HomeMy WebLinkAboutZ-6483-A Map 5ff II 3 i ( t S79-491 h 359.8E -7-7 l� I^� 0 152999.82 E 1225922.57 set 1/2 rebar N 152661 AID E 1225906.34 set 1/2 " rebor N 152589.81 I I \ set 1/2 " rebor N 152282.14 E 1226272.94 set 1/2 ' rebar N 151929.06 E 1225345.62 set 1/2 " rebar N 151954.10 E 111 set GILL ADDITION N 153307.72 E 1224228.97 set 1/2 " rebor I i E 1224583.16 found 1/2 " rebor N 153220.58 E �b ARKANSAS STATE PLANE COORDINATE (NORTH) I\,,. 1V CDN2625'41"W sY 6 67.24' 100 0 100 C IV -'--- sr, I ry. TRILL ��y. „� •�?, L - J \ ��� S7g•49'S9"E i L LOT 19 975.06' STILMAN & BUCHANANS AD . eA \\ �N, vs • I I \ CIO,� �5 � i I 6-, \ .(►U �---------- r \ Scale 1" = 100 ft \ ( I ---------- - 80_4P L Fuse pt \�� --- -�-"--------` 06 M M MOIRLEYS SUBDIVjSION \ R1577.89' 1 ( I _ =�- --_- 1 11 I /-_- ------- ---__ _-� \ -O CDN21'44'47"W , I I ----.--------------- I i 2 \ LC 1457.33' 1 I I I I - - - - - - - - - - - _ ` _ S80 15',3 - l �O _ - _ 5.54' \\\ �I,` IIS WOR TIIENS S UBDI VISION 1 / � 36 11 it ! Ey°C1t 2 \ \ 1 O II I S 1 11 1 fly y sftw 1 G I l� I ,I 1 11 I I I V°& ! 1 1 I 0 99 1 N 152999.82 E 1225922.57 set 1/2 rebar N 152661 AID E 1225906.34 set 1/2 " rebor N 152589.81 E 1226325.74 set 1/2 " rebor N 152282.14 E 1226272.94 set 1/2 ' rebar N 151929.06 E 1225345.62 set 1/2 " rebar N 151954.10 E 1224768.91 set 1/2 " rebor N 153307.72 E 1224228.97 set 1/2 " rebor N 153244.17 E 1224583.16 found 1/2 " rebor N 153220.58 E 1224574.87 found 1/2 " rebor N 153134.04 E 1224716.14 set 1/2 " rebor N 152987.46 E 1225020.59 set 1/2 ' rebor N 153022.17 E 1225037.25 set 1/2 " rebor N 153171.93 E 1224962.82 found 1/2 " rebor I l W 577.25' ! ! ! © u ! ! vN�pN P �- ! K ! ! re tra P L, STEpK.EN DORS SUED -7 rrSION EY 0 R 39 Hy°°x 3 �EEIiS 'SfIDDI frISION yS80.1gE E 528 - __� 7' W ! °lt 337 i gy0 R ! ! STREET STE NV 128 14 j LEGAL DESCRIPTION A TRACT OF LAND BEING ALL OF SLOCKS 3, 12, 13, 16 OF WORTREN'S SUBDIVISION, A PORTION OF LOT 19, STILLMAN AND BUCHANANS ADDITION, ALL OF BLOCK 362, ORIGINAL CITY OF LITTLE ROCK. A PORTION OF BLOCKS 337, 338 AND 363 OF THE ORIGINAL CITY OF LITTLE ROCK, ALL BEING IN THE CITY OF LITTLE ROCK. PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF CANTRELL ROAD (ARKANSAS STATE HIGHWAY #10j AND THE WEST RIGHT -OF' - WAY LINE OF NORTH STREET; THENCE S02`44'56 W ALONG THE WEST RIGHT-OF-WAY LINE OF SAID NORTH STREET, 338.40 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF NORTH STREET; THENCE S80'15'35"E ALONG SAID SOUTH RIGHT -OF --WAY LINE, 425.54 FT,; THENCE S09'44'22" W, 312.17 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY UNE OF THE UNION PACIFIC RAILROAD COMPANY; `"HENIC,E S6TO9`2C W ALONG SAID NORTH RIGHT-OF-WAY LINE, 992.26 FT. TO A POINT ON THE SOUTH LINE OF WORTHEN'S SUBDIVISION; THENCE N8-r30'4eW ALONG SAID SOUTH LINE, 577.25 FT, TO A POINT ON THE EAST RIGHT-OF-WAY UNE OF THE UNION PACIFIC RAILROAD COMPANY; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 1577.89 FIT. RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N21'44'47'W, 1457.33 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID CANTRELL ROAD; THENCE S79'49'40"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 359.84 FT. TO THE NORTHERLY CORNER OF THE PROPERTY OF THE CITY OF LITTLE ROCK, ARKANSAS; THENCE ALONG SAID PROPERTY OF THE CIN OF LITTLE ROCK THE FOLLOWING BEARINGS AND DISTANCES: S19'21'15"W, 25.00 FT.; S58`30'25"E, 165.67 FT.; S64'17'32"E, 337.90 FT.; N25'38'28"E, 38.50 FT.; AND NORTHWESTERLY ALONG THE ARC OF A 489.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N2625'41"W, 167.24 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID CANTRELL ROAD; THENCE S79.49'597E ALONG SAID SOUTH RIGHT-OF-WAY LiNE 975.06 FT. TO THE POINT OF BEGINNING. CONTAINING 35.6929 ACRES MORE OR LESS. (BEARINGS ARE BASED ON ARKANSAS STATE PLANE COORDINATES- NORTH ZONE) QW= L1 1G-li!/1Y1 1( lG1R61' A C11930U.i1.LA 1! Wq lld V tLe CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 I survey By. I Drown By: I Checked By: I Approved By: I SURVEYOR'S CFRTIFICATF The undersigned (the "Surveyor") hereby certifies to Cathedral Middle School, Inc., Beach Abstract & Guaranty Company, and Chicago Title Insurance Company that: (a) this plat of survey and the property description set forth hereon are true and correct and prepared from an actual on -the -ground survey of the real property (the "Property") shown hereon; (b) such survey was conducted by the undersigned, or under his supervision; (c) all monuments shown hereon actually exist, and the location, size and type of material thereof are correctly shown; (d) except as shown hereon, protrusions therefrom, there are no improvements on the Property, and there are no visible easements or rights-of-way on the property and there are no visible discrepancies, conflicts, shortages in area or boundary line conflicts; (e) the size, location and type of improvements are as shown hereon, and all are located within the boundaries of the Property and set back from the Property lines the distances indicated; (f) the distance from the nearest intersecting street or road is as shown: (g) the Property has access to and from a public roadway; (h) all recorded easements and other exceptions, as noted in the Title Company's Commitment for Title insurance No. 98-6132, dated April 30, 1998, have been correctly platted hereon; () the boundaries, dimensions and other details shown hereon ore true and correct; and (j) the Property has on elevation to place it outside the 100 Year Flood Plain, as defined by the U.S. Department of Housing and Urban Development, pursuant to the Flood Disaster Protection Act of 1973, as amended, as reflected by Flood Insurance Rate Map Panel # 050181 0008 E , dated November 3, 1993 which such map panel covers the area in which the F'roperty is situated. EXECUTED THIS ,, day of rt "9 Registered Professional Land Surveyor, State of Arkansas No. 1281 Boundary � Survey LOT i (UNRECORDED) CANT DELL CENTRE LITTLE ROCK, ARKANSAS Date 10-19-98 Hor. I Vert. Scale { ---� Sheet of lob No98-6205.10