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COM 0894.000 2020-2022
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COM 0894.000 2020-2022
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Last modified
7/27/2022 12:46:42 PM
Creation date
7/26/2022 9:26:22 AM
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Communications
Communications - Type
COM
Communications - Council Term
2020-2022
Communication
0894
Point
000
Author
Susan K. Kunz, Housing Administrator
Communications - Referred To
PC
Document Relationships
AGE COUNCIL 2022-08-17 2020-2022
(Related To)
Path:
\Council Records\Agendas\2020-2022\Council
AGE PC 2022/08/02 (2020-2022)
(Related)
Path:
\Council Records\Agendas\2020-2022\Planning Committee (PC)
REP PC 072 2022/08/02 (2020-2022)
(Related To)
Path:
\Council Records\Reports\2020-2022\Planning Committee (PC)
RES 475 Draft 01 2020-2022
(Related)
Path:
\Council Records\Resolutions\2020-2022
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Hale Ola O Mohouli Affordable Residential Development <br /> Transportation Impact Assessment Report <br /> 4.0 SUMMARY AND RECOMMENDATIONS <br /> 4.1 Summary <br /> The proposed Hale Ola O Mohouli development is a proposed affordable residential <br /> development that expands the existing Mohouli Senior Residences in Hilo. It will contain <br /> up to 90 multi-family residential units and is located on Mohouli Street between <br /> Komohana Street and Kukuau Street. <br /> The proposed Hale Ola O Mohouli development is projected to generate 48 vehicles per <br /> hour(vph) during the AM peak hour with 10 vph inbound and 38 vph outbound. In the <br /> PM peak hour, it is expected to generate 68 vph with 44 vph inbound and 24 vph <br /> outbound. <br /> The additional traffic generated by the proposed Hale Ola O Mohouli development is <br /> forecasted to have minor impacts on intersection operations at the intersections in the <br /> vicinity of the proposed development. A proposed driveway with traffic movements <br /> restricted to right-in/right-out movements will be effective in reducing traffic activity on <br /> Kupuna Place. <br /> The existing roadway infrastructure would be able to accommodate traffic generated by <br /> the proposed Hale Ola O Mohouli development. <br /> 4.2 Evaluation of Traffic Signal Warrants at Kupuna Place <br /> The projected Year 2025 peak hour turning movements were used to evaluate the need <br /> for a traffic signal at the Mohouli Street/Kupuna Place intersection. Currently, this <br /> intersection operates as a two-way STOP-sign controlled intersection with the STOP- <br /> sign on the Kupuna Place approach. <br /> Figure 16 and Figure 17 show graphic evaluations of the peak hour traffic signal warrant <br /> as documented in the Manual on Uniform Control Devices (MUTCD), 2009 as revised, <br /> for the projected year 2025 AM peak hour and the 2025 PM peak hour time periods.. <br /> As shown, in Figure 17, the projected year 2025 PM peak hour volumes are closer to <br /> warranting a traffic signal at the Mohouli Street/Kupuna Place intersection than the <br /> projected year 2025 AM peak hour volume. Even for the projected year 2025 PM peak <br /> hour, the peak hour traffic signal warrant in not satisfied. <br /> The projected year 2025 PM peak hour traffic on Mohouli Street is 910 vehicles per <br /> hour. To satisfy the peak hour traffic warrant, this volume would need to increase to <br /> approximately 1,000 vehicles per hour, a 10 percent increase. Given the fairly stable <br /> traffic volume level on Mohouli Street between year 2007 and year 2020, it is anticipated <br /> that this 10 percent increase would require growth over a substantial number of years or <br /> would be caused by a dramatic increase in development in the vicinity of the <br /> intersection. <br /> A=COM 24 November 2020 <br />
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