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COM 0452.016 1996-1998
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COM 0452.016 1996-1998
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Last modified
5/13/2008 1:00:26 PM
Creation date
5/10/2008 7:55:34 PM
Metadata
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Communications
Communications - Type
COM
Communications - Council Term
1996-1998
Communication
0452
Point
016
Author
Seamount Enterprises, LLC, dba Kaawaloa Orchards
Communications - Referred To
COUNCIL
Comments
Presented: Council - 10/15/97
Communications - File Code
ZNG/KN
Document Relationships
AGE COUNCIL 10/15/1997 1996-1998
(Related)
Path:
\Council Records\Agendas\1996-1998\Council
COM 0452.000 1996-1998
(Related)
Path:
\Council Records\Communications\1996-1998
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LEO I. FLEMING P <br /> P.0. Box 396 <br /> Kailua-Kona, Hawaii 96740 <br /> 329-2141 <br /> Sally Rice <br /> Seamount Enterprises LLC <br /> <br /> P.0. Box 5458 <br /> Kailua-Kona HI 96745 - <br /> Re: Proposed Ka'awaloa Orchards Agricultural Project District <br /> Dear Sally, June 3, 1 997 <br /> Regarding the concerns about- the roadway for the proposed Ka'awaloa <br /> Orchards Agricultural Project District crossing portions of Lots 46 <br /> through 76, the following is being proposed: <br /> 1) The existing road (previously designed by me) between lots 4B <br /> and 5B will remain in its present form. <br /> 2) A similar standard will be continued between lots 66 and 76, <br /> 1 6 feet of pavement in a 20 foot graded right of way. <br /> 3) The road will be engineered for and posted at a 1 5 mph speed. <br /> The impacts of this proposal are significantly less than that of a County <br /> Standard Road, which the County could impose and for which Easements Al <br /> and A5, as shown on the attached subdivision map (exhibit "B") have been <br /> specifically reserved. I understand that further cut slope fill easements <br /> have been reserved over 66 and 7B. <br /> I have prepared a sketch (exhibit "A") of typical cross sections of both the <br /> proposed road and the County Standard Road for comparative purposes. <br /> I also include a preliminary sketch of the cut and fill necessary for the <br /> proposed extension of the existing road engineered for 1 5 MPH. The cut <br /> and fill for a County standard road would be much more extensive both <br /> because of the greater width and because it would have to be engineered <br /> fora 25 MPH speed which would require a substantially greater degree of <br /> grading. <br /> <br />
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