COM 0973.000 2020-2022 - Laserfiche WebLink

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)M Honoka'a Plantation Cottages Traffic Assessment Report May 22, 2020 C. Year 2024 AM Peak Hour Traffic Analysis With Project Both Pakalana Street and Mauna Loa Street are expected to operate at LOS "C" at Mamalahoa Highway, during the Year 2024 AM peak hour of traffic with the proposed project. The left-turn movement from eastbound Mamalahoa Highway onto Pakalana Street is expected to continue to operate at LOS "A"with the proposed project. Lehua Street is expected to operate at LOS "B", during the Year 2024 AM peak hour of traffic with the proposed project. Figure 8 depicts the Year 2024 AM peak hour traffic with the proposed project. D. Year 2024 PM Peak Hour Traffic Analysis With Project During the Year 2024 PM peak hour of traffic with the proposed project, Pakalana Street and Mauna Loa Street are expected to operate at LOS "C" at Mamalahoa Highway. The left-turn movement from eastbound Mamalahoa Highway onto Pakalana Street is expected to continue to operate at LOS "A" with the proposed project. Lehua Street is expected to operate at LOS "A", during the Year 2024 PM peak hour of traffic with the proposed project. Figure 9 depicts the Year 2024 PM peak hour traffic with the proposed project. V. Recommendations and Conclusions A. Recommendations The following roadway improvements are recommended to mitigate the existing conditions on Lehua Street: 1. A"Yield to Oncoming Traffic" sign should be posted at the existing drainage crossing on westbound Lehua Street. 2. Appropriate sight distances should be maintained in both directions on Lehua Street at the existing drainage crossing. 3. Appropriate sight distances should be maintained in both directions along Lehua Street between the existing drainage crossing and Honoka'a Park. 4. Lehua Street should be restriped at Pakalana Street to reduce the skewed angle of the • intersection. • • 13