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2001-03-19 Special Called Regular Meeting and Public Hearing
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2001-03-19 Special Called Regular Meeting and Public Hearing
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City Meetings
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City Council
Meeting Doc Type
Minutes
Date
3/19/2001
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<br />e <br /> <br />C~ 6 / Access and S;te Circ(J) <br /> <br />=r~ I <br /> <br />'I <br /> <br />156 <br /> <br />Paint stripe, <br />14 inches, yellow <br /> <br /> <br />11'3 11'2 <br /> <br />RI <br /> <br /> <br />~L' <br /> <br />WI <br /> <br /> <br />~L3-1 <br /> <br />L.--1 <br /> <br />Approach geometry (feet) <br /> <br />Departure geometry (feet) <br /> <br />all speeds <br />R! L3 <br /> <br />a <br /> <br />Arterial <br />speed (mph) LI L a W1b II' C RI <br />2 2 <br />45 desirabled 120. 250. <br />limiting" 10.0. 130. r 16 20. <br />40. desirable 120. 190. f 12 18 15 <br />limiting 90. 10.0. 12 20. 10. <br />35 desirable 90. 120. <br />limiting 60. 60. <br /> <br />If C <br />3 <br /> <br />14 <br />16 <br />16 <br /> <br />15 <br /> <br />10 <br />15 <br />a <br /> <br />5 <br />5 <br />a <br /> <br />20. <br /> <br />20. <br /> <br />I, , <br /> <br />a. .. <br /> <br />a Maneuver distance only: does not <br />include storage for more than one <br />vehicle. <br /> <br />b Excluding curb and gutter, <br /> <br />C Stripe to back of curb. <br /> <br />d 1 a mph speed differential, 7 fps2 <br />average maximum deceleration. <br /> <br />'15 mph speed differential. 9 fps! <br />average maximum deceleration. <br /> <br />f Any set of L I L! values may be <br />used with any set of 1I'!II'2R I <br />val ues. I, <br /> <br />'. <br />;.: <br /> <br />-- <br /> <br />..' <br />., . <br /> <br />~'L ' <br /> <br />... <br />.~l~ <br />'.,: '. <br />. <br />>1:" <br />t.' <br />t .~l <br />. ~. .. <br />to.:' <br /> <br />Fig~re 6-2 Suggested design for undivided driveway access to <br />arterial streets. SOURCE: Vergil G. Stover [2]. <br /> <br />Where the driveway spacing is less than that necessary to accommodate a right-turn <br />deceleration lane (Figure 6-4) and stilI have substantial lengths of curb between successive <br />driveways, a continuous right-turn lane should be considered (Figure 6-5). Any continuous <br />right-turn lane should tenninate at signalized intersections. The termination should be <br />accomplished by a channelizing island which forces all traffic in the lane to turn right at <br />the intersection. <br />Whenever a channelizing island is used at the tenninus of a right-turn bay or lane, <br />the inside curb return radius should be a minimum of 75 feet. This will provide an island <br />of sufficient size to allow for landscaping and enhanced visibility. The absolute minimum <br />radius necessary to provide for an island of minimum legal size is 50 feet. <br /> <br />Designs to Restrict Certain Movements <br /> <br />" <br />In some instances, it is desirable to prohibit certain movements through the use of <br />channelizing islands (Figure 6-6). Signing and pavement markings are not effective in <br />eliminating prohibited movements. The geometry must physically define and block the <br />movements which are prohibited. Use of a channelizing island which prohibits left turns <br />in and out (Figure 6-6) is suggested on arterials without a median and on one-way streets, <br />The installation of supplementary one-way drives reduces the number of turning <br />vehicles at a T-intersection on a divided arterial having a barrier median (Figure 6-7). The <br />supplementary drives might be installed to serve egress or ingress maneuvers or both. <br />
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