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<br />" . <br /> <br />, J <br /> <br />. <br /> <br />. <br /> <br />( <br /> <br />1390 <br /> <br />18' <br /> <br />- <br />..... <br /> <br />10.00 feet along the remainder of R. P. 5671, <br />L. C. Aw. 8521-B, Ap. 1 to G. D. <br />Hueui <br /> <br />thence along the remainders of <br />R. P. 5671, L. C. Aw. 8521-B, Ap. 1 <br />to G. D. Hueu, and Grant 5183-A to <br />A. T. K. Parker, along a curve to <br />the left with a radius of 20. 00 <br />feet, the chord azimuth and <br />distance bemg: <br /> <br />, <br />.. <br /> <br />;'40 <br /> <br />18' <br /> <br />28.28 feet to the point of beginning and <br />containing an area of 1, 372 Square <br />Feet. <br /> <br />Subject, however, to an existing 40-foot wide roadwayeaserren.t over the entire <br /> <br />?arcel 5. <br /> <br /> <br />Descn.ption Prepared By: <br /> <br />EmINEERS SURVEYORS HAWAI I, INC. <br /> <br />~~~.~~."-7 r~ _ <br />Kendall N. H. Hee <br />Licensed Professional Land SUrveyor <br />Certificate NUmber 5649 <br /> <br />:020 k.:a.~ Street <br />3'..ll1 ci:.... !~ 6, Rc:x:rn 1 <br />~8nol~~, ~wall 96814 <br /> <br />:):;to.::::€~ l7, 1996 <br />