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Terminating the central collector University Avenue at Makalei Estates <br /> will improve connectivity and emergency access for that subdivision, but <br /> only for Makalei Estates. <br /> 1. The road gradients in Makalei Estates are clearly unacceptable to <br /> serve as a major mauka-makai collector. (This is also true for existing <br /> upper Kaiminani, and Hina Lani.) <br /> 2. The existing Makalei Drive will not support conventional mass transit <br /> due to the steep grade. It does not meet ADA requirements and is <br /> inaccessible for many cyclists. It will deter even the most dedicated <br /> pedestrian. It will also be insurmountable to personal mobility vehicles. The <br /> County Standards are there for a reason. We must not compromise safety <br /> and access to the detriment of the entire community. <br /> 3. Extending University Avenue to Mamalahoa Highway will provide the <br /> most efficient connection for most Kona to Waimea or East Hawaii traffic. <br /> This is also true for traffic from North and East Hawaii bound for Keahole <br /> <br /> Airport. This could not only be a valuable bypass around the mauka Kona <br /> community, but could capitalize on the A-lanes of the largest DOT <br /> investment made in West Hawaii in a generation! <br /> Mauka access to Mamalahoa Hiahwav must make a direct connection that <br /> meets the County grade standards and does not run through Makalei <br /> Estates. <br /> The Queen Ka'ahumanu access is vital. The initial TZAR predicted only <br /> 50°k of generated traffic would be Kona bound on Queen Ka'ahumanu <br /> Highway. Perhaps the antiquated TlAR needs to be reevaluated. Our <br /> existing infrastructure can not support additional traffic up to 12,000 AADT. <br /> 1. A grade separation is needed. A simple rural diamond interchange <br /> could be the most efficient. An overhead structure with rock facing (much <br /> like the work of Stanley Abbott along the Blue Ridge Parkway) would be the <br /> least obtrusive. It may not be possible to specify the design parameters at <br /> <br /> this point without more geologic, hydraulic, topographic, traffic, and cost <br /> data. <br /> 2. A single separation at the Airport entrance may still make the most <br /> sense by (a) eliminating a new intersection 1.1 miles north of the Airport, <br /> (b) eliminating a signalized intersection at the Airport, and (c) reducing the <br /> left turns onto Kaiminani Street. (Other grade separation locations are <br /> possible, but at a higher cost.) <br /> 3. The cost sharing should be flexible. DOT still has obligations to <br /> provide safe and efficient facilities for the existing users. The County can <br /> assist with upfront financial support with tax incentives through Enterprise <br /> Funding, or through fair-share loans. <br /> A simple grade separation is needed at the Airport access Road to serve <br /> Keahole Airport. HELCO and Palamanui. <br /> <br />