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09-16-2004 Regular Meeting, Public Hearing, and Workshop Meeting of the La Porte Planning and Zoning Commission
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09-16-2004 Regular Meeting, Public Hearing, and Workshop Meeting of the La Porte Planning and Zoning Commission
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City Meetings
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Planning & Zoning Commission
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Minutes
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9/16/2004
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• • <br />A. Large speed differentials among motor vehicles traveling the same or connecting roadways creates <br />unsafe driving conditions. Minimizing speed differentials through the proper design of driveway <br />approaches promotes driver and pedestrian safety. It is desirable that all driveway design create <br />no more than a 20 mph maximum speed differential on roadways. The City strives for a balance <br />between optimal access and safety. <br />B. Generally, as the widths of streets and vehicular speeds increase, the number of driveway <br />approaches should decrease. Driveway approaches accessing major thoroughfares should be <br />situated in a manner that minimizes the number of potential conflict points. A single piece of <br />property served by multiple driveways may increase speed differentials and should be considered <br />undesirable. Regulated access, removing turning vehicles from the traffic stream and <br />channelization of traffic should be determined on asite-specific basis, taking into consideration <br />the policies and requirements of the City and other regulating entities following generally- <br />accepted traffic engineering principles. <br />C. Turn bays and acceleration/deceleration lanes on major thoroughfares shall be considered by the <br />design engineer. Such auxiliary lanes or other effective traffic-controlling methods that will <br />minimize speed differential and increase overall safety shall be considered by the design engineer. <br />7.04 DESIGN REQUIREMENTS <br />A. Driveways shall not be located within the turning movement areas of intersections and shall be no <br />closer than 40 feet from the nearest intersection as measured from the intersection of the property <br />lines common with the street right-of--way. <br />B. The maximum slope of the approach grade allowed is 5%. <br />C. At a signalized intersection in which a public street terminates at the intersection of a connecting <br />cross street, a driveway may be placed on the cross street as to be in alignment with the <br />terminating street. <br />D. Driveway approaches shall be built with a circular curb radius connecting the raised curb of the <br />roadway to the driveway approach. In order that the definition of the location of the edge of <br />pavement for the roadway may be maintained, driveway approach radii shall always be designed <br />to become tangent to the street curb line. Driveway curb returns shall terminate within the <br />projection of the boundaries of the lot or lots served by the driveway to the centerline of the <br />roadway. This requirement shall not be construed so as to prohibit the used of shared access <br />driveways or shared access easements. <br />E. All driveways shall be designed to intersect the adjacent street at a 90-degree angle. <br />F. Driveways shall not be permitted in the transition area of any right-turn lane, deceleration lane or <br />auxiliary lane unless such auxiliary lane represents the total frontage of the property in question. <br />G. A lot which does not have sufficient frontage to meet the driveway approach spacing requirements <br />herein (an existing, non-conforming lot), shall be allowed no more than one driveway approach. <br />H. All nonconforming driveways on a lot, tract, parcel or site shall be allowed to continue until the <br />occurrence of one or more of the following events: <br />1. A change in use, or an increase in intensity of use, occurs such that the site <br />requires a ten percent (10%) increase in required parking spaces. <br />2. Any modification that changes the design or function of the existing driveway. <br />Upon the occurrence of the events described, the nonconforming status of the driveway <br />shall cease and the driveway either be reconstructed in accordance with these design <br />criteria, or eliminated. <br />Commercial and industrial driveways should be designed considering the amount and type of <br />traffic that will be using both the driveway and the adjacent street. Adequate access for service <br />vehicles should be reviewed by determining the size and operating characteristics of service <br />vehicles, particularly the turning radii. In addition, the length of the driveway from the frontage <br />road to the business should also be considered. <br />Residential driveways shall not access major thoroughfares or major collector streets. <br />Driveway Requirements Page 3 of 10 <br />
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