HomeMy WebLinkAboutBIL 186 Draft 01 1996-1998 11: _ •
COUNTY OF HAWAII STATE OF 'HAWAII
BILL NO. 186
ORDINANCE NO.
AN ORDINANCE AMENDING SECTION 25 -8 -3 (NORTH KONA ZONE MAP),
ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE, BY
CHANGING THE DISTRICT CLASSIFICATION FROM
UNPLANNED (U)/AGRICULTURAL (A -5a) TO SINGLE FAMILY RESIDENTIAL (RS-10), -
MULTIPLE FAMILY RESIDENTIAL (RM -2, RM -3.5, RM -5.5) AND OPEN (0) AT
KAHALUU, NORTH KONA, HAWAII, COVERED BY TAX MAP KEY 7- 8- 10:PORTION
OF 2.
BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII:
SECTION 1. Section 25 -8 -3, Article 8, Chapter 25 (Zoning Code) of the Hawaii County
Code, is amended to change the district classification of property described hereinafter as
follows:
The district classification of the following area situated at Kahaluu, North Kona,
Hawaii, shall be Single - Family Residential (RS-10):
Beginning at the Northeast corner of this parcel of land and on the West side of Kuakini
Highway, the coordinates of said point of beginning referred to Government Survey
Triangulation Station "KEAUHOU COAST" being 13,393.15 feet North and 3,362.18
feet East and thence running by azimuths measured clockwise from true South:
1. 327° 53' 114.04 feet along the West side of Kuakini
Highway;
2. 57° 53' 30.00 feet along the North side of Parcel 4,
also being a portion of R.P. 6856,
L.C. Aw. 7713, Ap. 6 to V.
Kamamalu;
3. 327° 53' 325.00 feet along the West side of Parcel 4,
also being a portion of R.P. 6856, .
L.C. Aw. 7713, Ap. 6 to V.
Kamamalu;
4. 237° 53' 30.00 feet along the South side of Parcel 4,
also being a portion of R.P. 6856,
4 41
-,64#
L.C. Aw. 7713, Ap. 6 to V.
Kamama lu;
5. 327° 53' 338.00 feet along the West side of Kuakini
Highway;
6. 57° 53' 100.00 feet along the North side of
Kamehameha III Road;
7. 72° 30' 84.69 feet along the North side of
Kamehameha III Road;
8. 42° 10' 248.40 feet along the North side of
Kamehameha III Road;
9. Thence along the Northwest side of Kamehameha III Road, on a curve to
the left with a radius of 415.00 feet,
the direct chord azimuth and distance
being:
4° 22' 40" 153.00 feet;
10. 328° 30' 147.64 feet along the West side of
Kamehameha III Road;
11. 339° 36' 429.28 feet along the West side of
Kamehameha III Road;
12. 348° 06' 173.00 feet along the West side of
Kamehameha III Road;
13. 78° 06' 610.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
14. 3° 41' 308.47 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
15. 67° 07' 300.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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16. 157° 07' 155.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
17. 92° 56' 155.00 . feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
18. 133° 50' 180.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
19. 43° 50' 120.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
20. ' 34° 23' 194.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu
21. 11° 37' 370.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
22. 4° 06' 246.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
23. 357° 02' 187.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
24. 345° • 26' 288.00 ' feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
25. 321° 35' 303.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
26. • 302° 18' 208.29 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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27. 356° 52' 30" 239.68 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
28. 86° 52' 30" 170.00 feet along Kahaluu Tank Site No. 4,
being also along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
29. 356° 52' 30" 150.00 feet along Kahaluu Tank Site No. 4,
being also along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
30. 86° 52' 30" 146.01` feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
31. 20° 00' 81.91 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
32. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left with a radius of
475.00 feet, the chord azimuth and
distance being:
341° 00' 597.85 feet;
33. 302° 00' 200.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
34: Thence along the West side of Kamehameha III Road, on a curve to the left with
a radius of 550.00 feet, the chord
azimuth and distance being:
18° 44' 47" 180.83 feet;
35. 9° 17' 182.68 feet along the West side of
Kamehameha III Road;
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36. 22° 17' 70.00 feet along the West side of
Kamehameha III Road;
37. 96 37' 436.25 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
38. 173° 49' 921.98 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
39. 184° 08' 166.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
40. 172° 00' 205.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
41. 157° 47' 650.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu
42. 175° 18' 622.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
43. 90° 48' 265.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
44. Thence the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu, on a
curve to the left with a radius of
550.00 feet, the direct chord azimuth
and distance being:
175 34' 451.79 feet;
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45. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the right with a radius
of 950.00 feet, the direct chord
azimuth and distance being:
171° 19' 649.84 feet;
46. Thence along the remainder of R. P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu, on a curve to the left
with a radius of 1000.00 feet, the
direct chord azimuth and distance
being:
184° 49' 226.41 feet;
47. 178° 19' 150.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
48. 88 19' 147.22 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
49. Thence along the remainder of R. P. 6856, L. C. Aw. 7713, Ap. 6 to
V. Kamamalu, on a curve to the right
with a radius of 80.00 feet, the direct
chord azimuth and distance being:
108 28' 30" 55.14 feet;
50. 128° 38' 99.50 feet a long the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
51. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left with a radius of
300.00 feet, the direct chord azimuth
and distance being:
88° 38' 385.67 feet;
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1
52. 48° 38' 100.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
53. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the right with a radius
of 100.00 feet, the direct chord
azimuth and distance being:
66° 13' 60.42 feet;
54. 83° 48' 100.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
55. 173° 48' 03" 286.34. feet along the East side of the
Proposed Realignment of Alii
Highway, being also a portion of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
56. 251° 48' 50" 1095.89 feet along Grant 3019 to Kaaipulu;
57. 250° 59' 2039.78 feet along Grant 3019 to Kaaipulu to
the point of beginning and
containing an area of 136.89 Acres.
The district classification of the following area situated at Kahaluu, North Kona,
Hawaii, shall be Multiple Family Residential (RM -3.5):
Beginning at the Northwest corner of this parcel of land, on the East side the Proposed
Realignment of Alii Highway, being a portion of R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu, the coordinates of said point of beginning referred to Government Survey
Triangulation Station "KEAUHOU COAST" being 11,793.62 feet North and 456.96 feet
East and thence running by azimuths measured clockwise from true South:
1. 173° 48' 03" 310.00 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of R.P.
6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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2. 263° 48' 100.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
3. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left with a radius of
100.00 feet, the direct chord azimuth
and distance being:
246° 13' 60.42 feet;
4. 228° 38' 100.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
5. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the right with a radius
of 300.00 feet, the direct chord
azimuth and distance being:
268° 38' 385.67 feet;
6. 308° 38' 99.50 feet along the remainder of
R.P. . 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
7. Thence along the remainder. of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left with a radius of
80.00 feet, the direct chord azimuth
and distance being:
288° 28' 30" 55.14 feet;
8. 268° ` 19'. 147.22 feet along the remainder of
' R.P. 6856 L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
9. 358° 19' 150.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
8
• •
10. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the right with a radius
of 1000.00 feet, the direct chord
azimuth and distance being:
4° 49' 226.41 feet;
11. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left with a radius of
950.00 feet, the direct chord azimuth
and distance being:
351° 19' 649.84 feet;
12. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a'curve to the right with a radius
of 550.00 feet, the direct chord
azimuth and distance being:
355° 34' 451.79 feet;
13. 270° 48' 265.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
14. 355° 18' 622.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
15. 337° 47' 650.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
16.. 352° 00' 205.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
17. 4° 08' 166.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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18. 353° 49' 43.46 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
19. 83° 49' 105.59 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
20. Thence along the remainder of R.P. 6856,.L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a. curve to the right with a radius
of 590.00 feet, the direct azimuth and
distance being:
48° 37' 39" 680.44 feet;
21. 83 50' 32" 300.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
22. 1 50' 32" 82.42 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of R.P.
6856, L.C. Aw. .7713, Ap. 6 to
V. Kamamalu;
23. Thence along the East side of the Proposed Realignment of Alii Highway, being
a portion of R.P. 6856, L.C. Aw.
7713, Ap. 6 to V. Kamamalu on a
curve to the right with a radius of
1350.00 feet, the direct chord
azimuth and distance being:
177° 27' 33" 170.32 feet;
24. 181° 04' 33" 562.42 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
25. 262° . 30' 146.74 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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26. 293° 54' 249.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
27. 254° 28' 397.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
28. 173° 19' 92.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
29. 104° 45' 292.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
30. 180° 50' 160.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
31. 94° 10' 265.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
32. 149° 06' 366.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
33. 183° 30' 446.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
34. 227° 13' 57.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
35. 189° 50' 90.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
36. 262° 09' 96:00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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37. 191° 05' 145.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
38. 106° 48' 66.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
39. 178° 05' 190.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
40. 88° 05' 208.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
41. 148° 17' 429.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
42. 240° 26' 220.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
43. 210° 50' 110.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
44. 180° 11' 58.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
45. 108° 33' 219.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
46. 164° 07' 81.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
47. 199° 51' 248.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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48. 173° 18' 200.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
49. 83° 18' 172.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
50. 353° 18' 203.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
51. 17 34' 135.63 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
52. 83° 48' 250.16 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu to the point of
beginning and containing an area of
44.26 Acres.
The district classification of the following area situated at Kahaluu, North Kona,
Hawaii, shall be Multiple Family Residential (RM - 5.5):
Beginning at the South corner of this parcel of land, on the West side of Kamehameha III
Road, the coordinates of said point of beginning referred to Government Survey
Triangulation Station "KEAUHOU COAST" being 8,524.11 feet North and 2,659.47 feet
East and thence . running by azimuths measured clockwise from true South:
1. 122° 00' 200.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
2. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the right with a radius
of 475.00 feet, the direct chord
azimuth and distance being:
161° 00' 597.85 feet;
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•
3. 200° 00' 81.91 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamama lu;
4. 266° 52' 30" 316.01 feet along Kahaluu Tank Site No. 4,
being also along remainder of R.P.
6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
5. 176° 52' 30" 389.68 feet along Kahaluu Tank Site No. 4,
being also along remainder of R.P.
6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
6. 122° 18' 208.29 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
7. 141° 35' 303.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
8. 165° 26' 288.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
9. 177° 02' 187.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
10. 184° 06' 246.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
11. 191° 37' 370.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6to
V. Kamamalu;
12. 214° 23' 194.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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13. 223° 50' 120.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
14. 313° 50' 180.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
15. 272° 56' 155.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
16. 337° 07' 155.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
17. 247° 07' 300.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
18. 183° 41' 308.47 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
19. • 258° 06' 610.00 feet along the remainder of
R.P. 6856, Z.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
20. 348° 06' 35.00 feet along the West side of
Kamehameha III Road;
21. 78° 06' 10.00 feet along the West side of
Kamehameha III Road;
22. Thence along the West side of Kamehameha III Road, on a curve to the right
with a radius of 940.00 feet, the
direct chord azimuth and distance
being:
352° 59' 160.04 feet;
23. 267° 52' 10.00 feet along the West side of
Kamehameha III Road;
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24. Thence along the West side of Kamehameha III Road, on a curve to the right
with a radius of 950.00 feet, the
direct chord azimuth and distance
being:
0° 35' 15" 90.19 feet;
25. 3° 18' 30" 492.48 feet along the West side of
Kamehameha III Road;
26. Thence along the West side of Kamehameha III Road, on a curve to the right
with a radius of 450.00 feet, the
direct chord azimuth and distance
being:
4° 32' 09.3" 19.28 feet;
27. 43° 40' 92.26 feet along the Northwest side of
Kamehameha III Road;
28. 20° 57' 30" 65.67 feet along the Northwest side of
Kamehameha III Road;
29. 13° 08' 136.88 feet along the Northwest side of
Kamehameha III Road;
30. Thence along the Northwest side of Kamehameha III Road, on a curve to the
right with a radius of 450.00 feet, the
direct chord azimuth and distance
being:
47° 04' 12.2 64.82 feet;
31. 51° 12' 243.05 feet along the Northwest side of
Kamehameha III Road;
32. 141° 12' 15.00 feet along the Northwest side of
Kamehameha III Road;
33. 51° 12' 83.00 feet along the Northwest side of
Kamehameha III Road;
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34. Thence along the Northwest side of Kamehameha III Road, on a curve to the
left, with a radius of 565.00 feet, the
direct chord azimuth and distance
being:
26° 47' 30" 466.96 feet;
35. 2° 23' 340.00 feet along the West side of
Kamehameha III Road;
36. 272° 23' 15.00 feet along the West side of
Kamehameha III Road;
37. 2° 23' 458.11 feet along the West side of
Kamehameha III Road;
38. Thence along the West side of Kamehameha III Road, on a curve to the right
with a radius of 450.00 feet, the
direct chord azimuth and distance
being:
22° 23' 307.82 feet;
39. 42° 23' 262.43 feet along the West side of
Kamehameha III Road;
40. Thence along the West side of Kamehameha III Road, on a curve to the left with
a radius of 550.00 feet, the direct
chord azimuth and distance being:
35° 17' 45" 135.72 feet
to the point of beginning and
containing an area of 58.11 Acres.
The district classification of the following area situated at Kahaluu, North Kona,
Hawaii, shall be Multiple Family Residential (RM -2):
Beginning at the Southwest corner of this parcel of land, on the East side of the Proposed
Realignment of Alii Highway, being a portion of R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu, the coordinates of said point of beginning referred to Government Survey
Triangulation Station "KEAUHOU COAST" being 8,007.97 feet North and 1,155.51 feet
East and thence running by azimuths measured clockwise from true South:
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1. Thence along the East side of the Proposed Realignment of Alii Highway, being
a portion of R.P. 6856, L.C.
Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left, with a radius of
1450.00 feet, the direct azimuth and
distance being:
176° 15' 38" 122.36 feet;
2. 173° 50' . 32" 410.50 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
3. 263° 50' 32" 300.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
4. Thence along the remainder of R.P. 6856, L.C. Aw. 7713, Ap. 6 to V. Kamamalu,
on a curve to the left with a radius of
590.00 feet, the direct chord azimuth
and distance being:
228° 37' 39" 680.44 feet;
5. 263° 49' 105.59 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
6. 353° 49' 878.52 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
7. 96° 37' 119.75 feet along the remainder of
R.F. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
8. 68° 50' 465.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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9. 90° 34' 403.92 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu to the point of
beginning and containing an area of
14.00 Acres.
The district classification of the following area situated at Kahaluu, North Kona,
Hawaii, shall be Open (0):
Beginning at the Northwest corner of this parcel of land, on the East side of the Proposed
Realignment of Alii Highway, being a portion of R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu, the coordinates of said point of beginning referred to Government Survey
Triangulation Station "KEAUHOU COAST" being 11,793.62 feet North and 456.96 feet
East and thence running by azimuths measured clockwise from true South:
1. 263° 48' 250.16 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
2. 197° 34' 135.63 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
3. 173° 18' 203.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
4. 263° 18' 172.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
5. 353° 18' 200.00 feet along the remainder of
R.P. , 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
6. 19° 51' 248.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
7. 344° 07' 81.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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•
8. 288° 33' 219.00 feet along the remainder of
R.P. 6856, L.C. . Aw. 7713, Ap. 6 to
V. Kamamalu;
9. 0 11' 58.00 feet along the remainder, of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
10. 30 50' 110.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
11. 60° 26' 220.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
12. 328 17' 429.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
13. 268° 05' 208.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
14. 358° 05' 190.00. feet along the remainder of
R.F. 6856, LC Aw. 7713, Ap. 6 to
V. Kamamalu;
15. 286° 48' 66.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
16. 11° 05' 145.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
17. 82° 09' 96.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
18. 9° 50' 90.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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P •
19. 47° 13' 57.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
20. 3° 30' 446.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
21. 329° 06' 366.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
22. 274° 10' 265.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
23. 0° 50' 160.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamama lu;
24. 284° 45' 292.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
25. 353° 19' 92.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
26. 74° 28' 397.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
27. 113° 54' 249.00 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
28. 82° 30' 146.74 feet along the remainder of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
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29. 181° 04' 33" 43.39 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu.
30. Thence along the East side of the Proposed Realignment of Alii Highway, being
a portion of R.P. 6856, L.C. Aw.
7713, Ap. 6 to V. Kamamalu; on a
curve to the left with a radius of
450.00 feet, the direct chord azimuth
and distance being:
167° 46' 33" 667.14 feet;
31. 154° 28' 33" 635.27 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu;
32. Thence along the East side of the Proposed Realignment of Alii Highway, being
a portion of R.P. 6856, L.C.
Aw. 7713, Ap. 6 to V. Kamamalu;
on a curve to the right with a radius
of 1750.00 feet, the direct chord
azimuth and distance being:
164° 08' 18" 587.45 feet;
33. 173° 48' 03" 610.82 feet along the East side of the
Proposed Realignment of Alii
Highway, being a portion of
R.P. 6856, L.C. Aw. 7713, Ap. 6 to
V. Kamamalu; to the point of
beginning and containing an area of
25.82 Acres.
All as shown on the map attached hereto, marked Exhibit "A" and by reference made a part
hereof.
SECTION 2. These changes in district classification are conditioned upon the following:
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A. The applicant, its successors or assigns shall be responsible for complying with
all of the stated conditions of approval.
B. The applicant, its successors or assigns shall be responsible for complying with
all of the conditions of approval of the Special Management Area Use Permit
for the subject property.
C. Within three (3) years from the enactment of this ordinance, the applicant shall
provide assurance satisfactory to the Department of Water Supply and the
Planning Director, upon consultation with the State Department of Health and
the State Department of Land and Natural Resources, that a water source(s) of
sufficient quality and quantity can be established. The effective date of the
changes in district classification(s) shall be the date on which the Planning
Director has certified such assurances to be satisfactory. Such satisfactory
assurance can be met by the actual drilling and testing of a well site of the water
source or by the submittal of a hydrological study certifying that a water
source(s) of sufficient quality and quantity can be established at the designated
location(s). The actual development of the water source and its water
transmission and distribution system shall be developed in conjunction with the
subdivision approval process. Residential building permits shall not be issued
until the approved water source is developed and its transmission and
distribution system for such source. to the subject property has been constructed.
Residential building permits may be issued for model home complexes,
provided that such model homes will not be occupied until the approved water
source is developed.
D. Final Subdivision Approval for the residential subdivision and Final Plan
Approval for the multiple family residential development for Phase I shall be
secured within five (5) years from the effective date of the rezoning as
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determined in Condition C of this ordinance. Prior to commencing construction
for any of the proposed multiple family residential development, Final Plan
Approval shall be secured from the Planning Department in accordance with
Chapter 25 Division 7 of the Zoning Code relating to Plan Approval. A master
plan and development schedule of the entire proposed development within the
subject property shall be submitted with plans for subdivision review for
Phase I.
E. Restrictive covenants in the deeds of all proposed residential lots within the
subject property shall prohibit the construction of a second dwelling unit on
each lot. A copy of the proposed covenants to be recorded with the Bureau of
Conveyances shall be submitted with the plans for subdivision to the Planning
Director for review and approval. A copy of the approved covenant(s) shall be
recited in an instrument executed by the applicant and the County and recorded
with the Bureau of Conveyances in conjunction with the issuance of Final
Subdivision Approval.
F. Access(es) and intersection roadway improvements to • the subject property from
Kamehameha III Road and Alii Highway and any improvements within
Kamehameha III Road and Alii Highway shall be constructed meeting with the
requirements and approval of the Department of Public Works. In conjunction
with Final Subdivision Approval for the corresponding phases of the
development within the subject property, the applicant shall complete the
following roadway improvements, when warranted by traffic studies conducted
in coordination with the Department of Public Works.
(1) . Traffic signalization improvements shall be installed for the intersection
of Kamehameha III Road and Keali'i Street.
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•
(2) Left turn lanes shall be constructed within Kamehameha III Road at
Mauka Access Roads I and II into the subject property.
G. Upon the determination of the required right -of -way for the Alii Highway
project and the completion of the right -of -way subdivision(s) for such roadway
portion, the applicant shall dedicate such right -of -way portion in fee simple to
the County upon its request. The applicant shall make its fair share contribution
for the proposed Alii Highway Project.
H. A roadway connection to the adjoining parcel of the subject property's northern
boundary shall be provided meeting with the approval of the Department of
Public Works and shall be delineated on the final subdivision plat map for the
subject property.
I. All roadways` within the proposed subdivision shall be constructed meeting with
the requirements of Chapter 23, Subdivision Code. Roadway improvements
within the proposed subdivision shall include curb, gutter and sidewalks.
J. A drainage study of the subject property, if required, shall be prepared for
review and approval by the Department of Public Works, prior to submittal of
plans for subdivision review: Drainage improvements, if required, shall be
constructed or bonded meeting with the approval of the Department of Public
Works prior to the issuance of Final Subdivision Approval.
K. The applicant, its successors or assigns shall: submit a Solid Waste Management
Plan for the development to the Department of Public Works for review and
approval prior to securing Final Subdivision Approval. A copy of the approved
Plan shall be submitted to the Planning Department for its files.
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L. To ensure that the goals and policies of the Housing Element of the General
Plan are implemented, the applicant shall secure the concurrence of the Office
of Housing and Community Development that the applicant's affordable housing
requirements, if any, have been mutually agreed to prior to Final Subdivision
Approval.
M. An Archaeological Data Recovery Plan and Preservation Plan shall be submitted
for the review and approval by the Planning Director in consultation with the
Department of Land and Natural Resources - Historic Preservation Division
(DLNR -HPD). Proposed mitigation treatment (preservation in place or
disinterment/ reinternment) for burial sites within the subject property shall be
approved by the Historic Preservation Division's Hawaii Island Burial Council
before detailed mitigation plans are finalized for these sites. A copy of the
approved Final Archaeological Data Recovery Plan and. Preservation Plan shall
be submitted to the Planning Director for its files prior to submitting plans for
subdivision review and prior to any approval for any land alteration permits.
An interpretation/mitigation plan which shall include buffer zones, signage and
long -range preservation concerns shall be submitted to the Planning Director
prior to Final Subdivision Approval.
N. Should any remains of historic sites, such as rock walls, terraces, platforms,
marine shell concentrations or human burials, be encountered, work in the
immediate area shall cease and the Department of Land and Natural
Resources- Historic Preservation Division (DLNR -HPD) shall be immediately
notified. Subsequent work shall proceed upon an archaeological clearance from
the DLNR -HPD when it finds that sufficient mitigative measures have been
taken.
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O. The applicant shall make its fair share contribution to mitigate the potential
regional impacts of the project with respect to roads, park, fire, police and solid
waste disposal facilities. The fair share contribution shall be initially based on
the representations contained within the change of zone application and may be
increased or reduced proportionally if the lot counts are adjusted. The fair
share contribution shall become due and payable prior to final subdivision
approval of any portion of the subject property or its increments. The fair share
contribution for each lot shall be based on a maximum density for each lot as
determined by the zoning resulting from this change of zone. The fair share
contribution in a form of cash, land, facilities or any combination thereof shall
be determined by the County Council. The fair share contribution may be
adjusted annually beginning three years after the effective date of this
ordinance, based on the percentage change in the Honolulu Consumer Price
Index (HCPI). In lieu of paying the fair share contribution, the applicant may
construct and contribute improvements /facilities related to roads, park, fire,
police and solid waste disposal facilities within the region impacted by the
proposed development with the approval of the appropriate agency(ies). The
cost of constructing the improvements required in Conditions F and G, the fair
market value of land contributed pursuant to Condition G, and prior cash
contributions toward the planning of the Alii Highway project, shall be credited
against the road and traffic improvements. Any contributions required by this
ordinance that exceed the fair share requirement of this proposed development
shall, at the applicant's request be credited towards any of the applicant's future
developments that require infrastructural impact contributions.
P. Should the Council adopt a Unified Impact Fees Ordinance setting forth criteria
for the imposition of exactions or the easements of impact fees, conditions
included herein shall be credited towards the requirements of the Unified Impact
Fees Ordinance.
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Q. In lieu of actual construction of infrastructural improvements as conditioned
above, the applicant may enter into an agreement with the Planning Director
and the Department of Public. Works and the Department of Water Supply, if
applicable, to assure the County that the infrastructural improvements will be
constructed together with the, appropriate bond, surety or other security deemed
acceptable to the Planning Director and the Corporation Counsel. Upon
execution of such agreement and/or filing of the security with the County, : if
applicable, Final Subdivision Approval for the subject property or portions
thereof may be granted prior to the actual construction of required
infrastructural improvements unless otherwise restricted herein.
R. Comply . with applicable laws, rules, regulations and requirements of other
affected agencies for approval of the proposed development within the subject
property, including the Department of. Health.
S. An annual progress report shall be submitted to the Planning Director prior to
the anniversary date of the approval of the ordinance. The report shall include,
but not be limited to, the status of the development and to what extent the
conditions 'of approval are being complied with. This condition shall remain in
effect until all of the conditions of approval have been complied with and the
Planning Director acknowledges that further reports are not required.
T. An initial extension of time for the performance of conditions within the
ordinance may be granted by the Planning Director upon the following
circumstances:
1. The non- performance is the result of conditions that could not have been
foreseen or are beyond the control of the applicants, its successors or
assigns, and that are not the result of their fault or negligence.
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2. Granting of the time extension would not be contrary to the General Plan
or Zoning Code.
3. Granting of the time extension would not be contrary to the original
reasons for the granting of the change of zone.
4. The time extension granted shall be for period not to exceed the period
originally granted for performance (i.e., a condition to be performed
within one year may be extended for up to one additional year).
U. Should any of the conditions not be met or substantially complied with hi a
timely fashion, the Director may initiate rezoning of the subject area to its
original or more appropriate designation.
SECTION 3. In the event that any portion of this ordinance is declared invalid, such
invalidity shall not affect the other parts of this ordinance.
SECTION 4. This ordinance shall take effect upon its approval.
INTRODUCED BY:
71 .die
C � CIL MEMBER, COUNTY OF HAWAII
Hilo, Hawaii
Date of Introduction:
Date of 1st Reading:
Date of 2nd Reading:
Effective Date:
REFERENCE: Comm. 648
APPROVED AS TO FORM AND LEGALITY
CORPORATION COUNSEL
DATED:
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' ..... 0
i
DONALD IKEDA ■:' =- ALAN S. KONISHI
County Clerk - Deputy County Clerk
CONSTANCE R. KIRIU
OFFICE OF THE COUNTY CLERK - Legislative Auditor
County of Hawaii
Hawaii County Building
25 Aupuni Street
Hilo, Hawaii 96720
NOT1�"
On Bill 186, reference is made to maps identified as
Exhibit "A" which are attached thereto. Because of the
large size of said exhibits, they are not part of the
duplicate copies of this bill for an ordinance but are }
available for viewing in the Office of the County
Clerk.
If further information is needed, call 961 -8255.
Donald Ikeda
COUNTY CLERK