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Vantage Bay PUD Final Development Plan Index Master File
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2019-09-17 10:00 AM - Commissioners' Agenda
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Vantage Bay PUD Final Development Plan Index Master File
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Last modified
9/12/2019 12:47:55 PM
Creation date
9/12/2019 12:41:27 PM
Metadata
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Meeting
Date
9/17/2019
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Alpha Order
a
Item
Closed Record Hearing to Consider the Vantage Bay PUD Rezone Final Development Plan (RZ-06-00025)
Order
1
Placement
Board Discussion and Decision
Row ID
56434
Type
Conduct closed record hearing
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1310.03(2) Left-Turn Lanes and Turn Radii <br />Left-turn lanes provide storage, separate from the through lanes, for left-turning vehicles <br />waiting for a signal to change or for a gap in opposing traffic. (See 1310.03(4) for a discussion on <br />speed change lanes.) <br />Design left-turn channelization to provide sufficient operational flexibility to function under <br />peak loads and adverse conditions. <br />1310.03(2)(a) One-Way Left-Turn Lanes <br />One-way left-turn lanes are separate storage lanes for vehicles turning left from one roadway <br />onto another. One-way left-turn lanes may be an economical way to lessen delays and crash <br />potential involving left-turning vehicles. In addition, they can allow deceleration clear of the <br />through traffic lanes. Provide a minimum storage length of 100 feet for one-way left-turn lanes. <br />When evaluating left-turn lanes, include impacts to all intersection movements and users. <br />At signalized intersections, use a traffic signal analysis to determine whether a left-turn lane is <br />needed and the storage length. If the length determined is less than the 100-foot minimum, <br />make it 100 feet (see Chapter 1330). <br />At unsignalized intersections, use the following as a guide to determine whether or not to <br />provide one-way left-turn lanes: <br />• A traffic analysis indicates congestion reduction with a left-turn lane. On two-lane <br />highways, use Exhibit 1310-7a, based on total traffic volume (DHV) for both <br />directions and percent left- turn traffic, to determine whether further investigation <br />is needed. On four-lane highways, use Exhibit 1310-7b to determine whether a left- <br />turn lane is recommended. <br />• A study indicates crash reduction with a left-turn lane. <br />• Restrictive geometrics require left-turning vehicles to slow greatly below the speed <br />of the through traffic. <br />• There is less than decision sight distance for traffic approaching a vehicle stopped at <br />the intersection to make a left turn. <br />A traffic analysis based on the Highway Capacity Manual (HCM) may also be used to determine <br />whether left-turn lanes are needed to maintain the desired level of service. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Index #5
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