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18. 353° 49' 43.46 feet along the remainder of <br /> R.P. 6856, L.C. Aw. 7713, Ap. 6 to <br /> V. Kamamalu; <br /> 19. 83° 49' 105.59 feet along the remainder of <br /> R.P. 6856, L.C. Aw. 7713, Ap. 6 to <br /> V. Kamamalu; <br /> 20. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu, <br /> on a curve to the right with a radius <br /> of 590.00 feet, the direct azimuth and <br /> distance being: <br /> 48 37' 39" 680.44 feet; <br /> 21. 83° 50' 32" 300.00 feet along the remainder of <br /> R.P. 6856, L.C. Aw. 7713, Ap. 6 to <br /> V. Kamamalu; <br /> 22. 173° 50' 32" 82.42 • feet along the East side of the <br /> Proposed Realignment of Alii <br /> Highway, being a portion of R.P. <br /> 6856, L.C. Aw. 7713, Ap. 6 to <br /> V. Kamamalu; <br /> 23. Thence along the East side of the Proposed Realignment of Alii Highway, being <br /> a portion o f R.P. 6856, L.C. Aw. <br /> 7713, Ap. 6 to V. Kamamalu on a <br /> curve to the right with a radius of <br /> 1350.00 feet, the direct chord <br /> azimuth and distance being: <br /> 177° 27' 33" 170.32 feet; <br /> 24. 181° 04' 33" 562.42 feet along the East side of the <br /> Proposed Realignment of Alii <br /> Highway, being a portion of <br /> R.P. 6856, L.C..Aw. 7713, Ap. 6 to <br /> V. Kamamalu; <br /> 25. 262° 30' 146.74 feet along the remainder of <br /> R.P. 6856, L.C. Aw. 7713, Ap. 6 to <br /> V. Kamamalu; <br /> -10- <br />