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PD Background Report Waikoloa Village Center (PL-REZ-2023-052)
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2024-02-29 Leeward
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#1 Waikoloa Village Center, LLC (PL-REZ-2023-000052)
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PD Background Report Waikoloa Village Center (PL-REZ-2023-052)
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Last modified
1/12/2024 7:45:29 AM
Creation date
2/6/2024 9:20:48 AM
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Template:
Plan Doc Template
Document Date
10/4/2023
Permit Number
PL-REZ-2023-000052
Parcel Number
68003410000
Description
PD Background report
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PUBLIC UTILITIES AND SERVICES <br />28. Vehicular Access/Traffic: Access to the subject property will be from a 24 -foot -wide, <br />paved, private road named Hale Hana Street which runs through an adjacent parcel, TMK <br />No. (3) 6-8-003:032, owned by the same landowner as the subject property, and intersects <br />with Waik6loa Road, a county -owned and maintained roadway consisting of a pavement <br />width of 60 feet at the location of the proposed access road, within a 120 -foot -wide right- <br />of-way. Waik6loa Road is a major mauka — makai road, connecting Mamalahoa Highway <br />and the Queen Ka`ahumanu Highway. The access road will be located directly across <br />Waik6loa Road from Ehu Kai Loop and designed to form a new 4 -way intersection. <br />Additionally, an emergency evacuation route from Hale Hana Street to Pua Melia Street <br />will be provided. The application included a Transportation Impact Assessment Report <br />(TIAR), dated September 2023, prepared by AECOM Technical Services, Inc. The TIAR <br />analyzed the Waik6loa Road/ Ehu Kai Loop intersection, which was determined to <br />operate at an existing LOS of between A and B. In estimating trip generation for AM and <br />PM peak hours, the TIAR included a potential multi -family residential project that may <br />be developed on an adjacent parcel, TMK (3) 6-8-003:032, which, if completed, could <br />result in 329 multi -family dwelling units. Combined trips for the two projects (light <br />industrial and multi -family) are estimated at a maximum of 109 AM peak hour and 115 <br />PM peak hour trips. The TIAR concludes that even with additional traffic generated by <br />the proposed light industrial uses, the Ehu Kai Loop / Hale Hana Street intersection is <br />projected to operate at LOS D or better, an acceptable peak hour LOS, as an unsignalized <br />intersection, in projections for 2028 peak hour intersection operations. Noting that the <br />biggest traffic impact is at the Hale Hana Street left turning movements from Waik6loa <br />Road, the TIAR points out that a complete warrant analysis to determine if signalization <br />is warranted should be performed if there is consideration to implement a traffic signal at <br />the intersection after completion of the proposed development and any other <br />developments in the area. The TIAR further recommended several traffic mitigation <br />measures for the proposed project, including: 1) Establish the Hale Hana Street approach <br />as a stop sign control intersection with separate lanes for left turn movement and a shared <br />through/right-turn approach; 2) Modify the median striping at the Waik6loa Road and <br />I on <br />
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