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~ ~ <br />northbound through movement and to more <br />evenly distribute .traffic across the <br />lane thereby reducing the amount of <br />green time needed for the northbound <br />movement. <br />B. <br />3. Lengthen the eastbound Dublin Canyon <br />Road left-turn lane next to the median <br />by narrowing the existing 18-foot wide <br />median. No additional right-of-way is <br />required. The purpose of this <br />improvement is to more fully utilize all <br />left-turn lanes by reducing the <br />possibility of one-lane being blocked. <br />Green time at the traffic signal will be <br />reduced for this movement by creating a <br />more even distribution of traffic across <br />the left-turn lanes. <br />Stoneridge DrivelStoneridcre Mall Road <br />1. Restripe one of the through lands on <br />westbound Stoneridge Drive to create an <br />optional through and right-turn lane. <br />The curb return on the northeast corner <br />should be modified to facilitate this <br />maneuver. This will require right-of- <br />way acquisition. The purpose of this <br />improvement is to shorten the queue for <br />westbound traffic turning right into the <br />Stoneridge Mall area and thereby reduce <br />the amount of green time required. The <br />westbound right turn is a critical <br />movement during the a.m. and p.m. peak <br />hours. It is expected that right <br />turning vehicles will dominate this <br />lane. The need for one additional <br />westbound lane was evaluated and <br />determined to be unnecessary based on no <br />change in the volume-to-capacity ratio. <br />2. Restripe the southbound Stoneridge Mall <br />Road right-turn lane to provide an <br />optional right-turn and left-turn lane <br />at this "T" intersection. This will <br />spread the critical southbound left turn <br />movement over three lanes instead of two <br />lanes thereby reducing the amount of <br />green time necessary to clear the queue. <br />In addition, tY~ere is a need to retrofit <br />the signal controller to include an <br />TRAFFC B.ACCq I /S/9~ <br />Page 2 of 3 <br />$ 116,000 <br />$ 155,000 <br />$ 10,000 <br /> <br />