Loading...
HomeMy WebLinkAboutS-0956-A Map 5PAGIS NORTHING EASTING 1 142773.500 1200319.320 2 144812.680 1200313.230 3 144967.445 1200392.360 4 146737.241 1200385.022 5 146737.713 1200371.441 6 146751.150 1199984.674 7 146976.002 1199992.853 8 147005.982 1199993.943 9 147035.962 1199995.034 10 147033.363 1200069.848 11 147003.383 1200068.758 12 147032.484 1200095.150 13 1 147023.100 1200365.240 14 146992.189 1200390.925 15 146963.781 1200344.584 16 146927.530 1200378.346 17 146738.778 1200385.272 In 00 O r-- Ln Li a S 88000'36" E S 87028'23" N 02'05'00" E 30.00' (PAGIS) ( 9 N 02'37'13" E 30.00'-1 S 87'28'23" E SW CORNER, SE 1/4, SW 1/4, NW 1/4, SEC. 11, T-1-N, R-13-W POB 226.32' (D 009 PROPERTY DESCRIPTION Part of the SE 1/4, SW 1/4, NW 1/4 Section 11, T-1-N, R-13-W, Little Rock, Pulaski County, Cornmencin� at the SW corner, SE 1/4, SW 1/4, NW 1/4 of Section 11, T-1--N, R-14-W; thence N 02'13'26' E 510.85'; thence S 87'28'23" E 2,26.32' to the Point of Heginning; thence N 02'37'13" E 30.00; thence S 87*28*23" E 74.86'; thence S 02'37'13' W' 30.00' to a point on the centerline of Labette Dr.; thence along said centerline of Labette St. S 87'28'23" E 322.36' to a point on the westerly R/W line of John Barrow Road; thence alone said westerly R/W line of John Barrow Road the following courses: thence S 01'48'54' W 253.47'; thence S 09'47'05" W 1.56'; thence leaving said westerly R/W line of John Barrow Road N 87'28'23" W 400.54'; thence N 02'37'13" E 255.00' to the Point of Beginning, containing 2.39 Acres, more or less. ERROR OF CLO SER - EXCEEDS 1 IN 1q,000 74.86' (PAGIS) E 74.86' S 02'05'00" W 30,00' (PAGIS) S 02'37'13" W 30.00, O IPF 10 / 12 S 88'00'36" E S 87028'23)1 11 ' 322.36' (PAGIS) E 322.36' " 15 0 351.94' BLDG_ LINE - .67 0 o - - =35 ci zI i � w � QL w LC) <� o I N w i OG of r- �ri N W LOT 2 O `-CD O I Z O (� N U o N NL ¢] z 0LO ,- SANITARY SEWER EASEMENT (A) `14 z TO �E VACATEO�UPON RELOCATION OF SEWER LINE z� I 87.b010' EASEMENT �6 N 87028'23" W 400.54' N 88'00'36" W 400.59' (PAGIS) IP 0 13 30 60 90 A .C? CERTIFICATE OF ENGINEERING ACCURACY 4 FOR ---------- RI CK ---- At£s,`+1s;1S I.--PATRICK M. MCGETRICK _ HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE 6!.s-r Ffl LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. N �c bb►� SIGNE GG �. D E Of7 EXECUTION NAME, REGIS RE. PROFE`'SIONAL hl' P1 ENGINEER No. 456E-- ARKANSAS CERTIFICATE OF SURVEYING ACCURACY -GTEREo'`'- ROBERT C. LOWE _.___ ------ HEREBY HEREBY CERTIFY THAT THIS PLAT CORRECTLY STATE oF'. REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON �.' ARKANSAS S ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN. �,t O 0 p u.NA R4 V SIG .D c.�. ` 11 /5/92 - ----- - %0ti ''• •'" CJ �, DATE OF EXECUTION NAME, kt ISTERED LAND SURVEYOR qL LANs,.•'' No. __ _ARKANSAS 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 THIS PLAT. 14 -- SIGNED 11 /5/92 R/W ------------------ - - 41- EXISTING ----DATE OF EXECUTION NA BIG "KLOPMENT CORP. j ADDRESS 13700 BECKINGHAM DRIVE SOURCE OF TITLE: D.R. ___ PAGE LITTLE ROCK, AR. 72212-____ INSTRUMENT No. 79 _04081 I ERTIFICATE OF FINAL APPROVAL PURSUANT THE LITLE ROCK SUBDIVISION RULES AND REGUA IONS, AND ALL OF \ THE CON; IONS OF APPROVAL HAVING BEEN COMPLETED, THIS D UMENT IS HEREBY ACCEPT THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AU ORITY OF SAID RULES AND REGULATIONS. a h •! SIGNED N �e4er_,_ It Nj DATE OF EXECUTION L.R. PLANNING COMMISSION `n N CERTIFICATE OF RECORDING L(7 THIS DOCUMENT, NUMBER ------- FILED FOR RECORD BOOK __. 19___, IN PLAT 00 ' ------ PAGE -------- SIGNED O r V (n O CLERK---------- � � Q 45' - CO R/W DEDICATION 0-' GENERAL NOTES: 1. ALL EASEMENTS SHOWN TO BE USED FOR UTILITY OR DRAINAGE 2. IRON PINS SET AT ALL CORNERS 3. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS 4. ALL FRONT BUILDING LINES TO BE 25' UNLESS OTHERWISE SHOWN 5. NO PORTION OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN 5� �, 09'47'05" W �J g S 09'14'52" W 3 0 0 Z ry C� PAGIS 2047 AZM MK `-4 C) 0 N �/ (I� o r 0 0 1.56' 1.56' (PAGIS) FINAL PLAT NBU 9 1992 BARROW OFFICE ADDITION LOT 2 LITTLE ROCK, ARKANSAS MCGETRICK ENGINEERING ENGINEERING / LAND DEVELOPMENT CONSULTANTS ttle Rock, Arkansas 72221 NOVEMBER 5, 1992 PAGIS 2047 Z