Laserfiche WebLink
<br />Better Site Desiqn <br /> <br />Table 8.1: Perceived Impedimen'!:s To Reduced PaJddi1Jg lo'!: Im~eMOi.llSi"ieSs <br /> <br />Perception Facts, Case S'i:l!.lclies, aJli"illO'J (!1Ja[[elriges <br />1. Existing stall sizes are CHALLENGE: There is an increasing trend towards larger sport utility vehicles <br /> already too small for the (SUVs). <br /> largest cars. FACT: Many SUVs are actually small cars (e.g., Jeep Wranglers, Suzuki <br /> Sidekick, Toyota Rav4). <br /> FACT: Stall width requirements in most local parking codes are much Larger <br /> than the widest SUVs.1 <br />2. Alternative paVlng is FACT: Yes, but long term costs savings may be achieved. Less <br /> expensive. imperviousness may reduce the need for stormwater management or <br /> eliminate the need for curb and gutter. <br />3. Alternative paving may not FACT: Alternative paving materials that do not conflict with the ADA are <br /> comply with ADA. available. <br /> FACT: Alternative paving is recommended for spillover parking only. ADA <br /> compliant parking spaces typically will be placed near the building <br /> in the permanent parking area paved with traditional materials. <br />4. Alternative p a Vl n 9 CHALLENGE: The performance of alternative pavements (other than porous <br /> performance is uncertain. pavement) is not well documented. <br /> <br />lOne of the largest SUVs, the Ford Expedition, is 6'7" wide; most local codes set parking stall width as high as 9.5' <br /> <br />Site Conditions <br />The most successful installations of alternative pavements are found in coastal aJreas where slopes are fI.at, <br />sandy soils are present, and winter sanding and salting are minimal (BASMAA, 1997). However, in coastal <br />areas with very coarse sands, infiltration through the pavement may be too rapid to allow adequate water <br />quality treatment. In these cases, the pavement may need to be augmented with a peat liner to enhance <br />water quality treatment (Cahill, 1994). On the other hand, pervious pavement will not work if existing soil <br />conditions do not allow for minimum necessary rates of infiltration (0.5 inches per hour or more). <br /> <br />Pervious pavement has been successfully applied in cold climates but is only recommended for spillover <br />parking. In addition, sand causes dogging and should be completely eliminated as a method for handling <br />snow or ice. <br /> <br />Performance <br />The performance of alternative paving materials is dependent upon proper installation and maintenance. <br />For example, tests by the Florida Concrete and Products Association show the permeability of new pervioQJs <br />concrete surfaces as high as 56'!/hr with proper installation. With improper installation, permeability is <br />reduced to 12"/hr (BASMAA, 1997). <br /> <br />Some ,common causes of pavement failure include: <br />o Lack of erosion and sediment control during construction; <br /> <br />e Compaction of the subsoils during construction; <br /> <br />o Clogging due to sand used to deice in the winter; <br /> <br />'- <br /> <br />,j <br /> <br />- 76 - <br /> <br />---- <br />