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LUBA RET. EX 076/077 RE-E
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LUBA RET. EX 076/077 RE-E
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Last modified
4/27/2017 4:32:32 PM
Creation date
3/28/2017 9:26:37 AM
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Template:
PDD_Planning_Development
File Type
PDT
File Year
13
File Sequence Number
1
Application Name
OAKLEIGH COHOUSING
Document Type
LUBA Materials
Document_Date
8/31/2015
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Yes
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• <br />• <br />LJ <br />Building Proximity <br />In areas with aerial apparatus that may respond to <br />an emergency, the road or fire lane should be posi- <br />tioned at a distance from the building that will <br />accommodate aerial ladder operation. Access too <br />close or too far from the building will limit aerial <br />ladder use. Where a fire lane is parallel to a build- <br />ing that is more than 30 feet high, Appendix D of <br />the IFC calls for the near edge of the lane to be <br />between 15 and 30 feet away from the building. <br />Turn Radius <br />The IFC and NFPA 1 leave turn radius requirements <br />to the code official and AHJ. However, NFPA 1141 <br />requires a minimum inside turn radius of 25 feet <br />and a minimum outside radius for turns of 50 feet. <br />The cul-de-sac depicted in Figure 2.5 shows an <br />effective inside turn radius of 40 feet. Further, NFPA <br />1141 requires 2-foot curb cuts on either side of a <br />fire lane where it connects to a road. <br />Grade <br />NFPA 1 sets a maximum grade (slope) of 5 percent <br />for fire lanes. NFPA 1141 specifies a 10 percent maxi- <br />mum, as well as a 0.5 percent minimum to prevent <br />pooling of water. However, some manufacturers <br />have lower limits for specific apparatus. When aerial <br />apparatus is set up for operation, the vehicle body <br />must be leveled with the outriggers. The least grade <br />possible would allow for the most rapid setup. <br />Loads <br />All access roads or lanes should be built to with- <br />stand the loads presented by modern, heavy fire <br />apparatus as well as potential weather conditions. <br />Paved surfaces, bridges, and other elevated sur- <br />faces (such as piers or boardwalks) should be <br />designed to handle the weight of all apparatus that <br />may use them. The IFC Appendix D has a load <br />design requirement of 75,000 pounds. U.S. <br />Department of Transportation standards dictate <br />requirements for both load and frequency. The IFC <br />references the Standard Specification for Highway <br />Bridges from the American Association of State <br />Highway Transportation Officials (AASHTO). <br />14 <br />(Fig. 2.7) The same paver block access lane as shown in <br />Figure 2.6, but covered with snow. Access is blocked by a <br />mound of snow plowed from the adjacent parking lot. <br />Materials <br />All-weather paved access is the best surface. Some <br />jurisdictions permit the use of paver blocks or sub- <br />surface construction for fire lanes (Figure 2.6). <br />These permit an area to be partially or fully land- <br />scaped, while being strong enough to allow fire <br />apparatus to negotiate the area. However, these <br />materials do have inherent limitations. Unless their <br />perimeter is clearly marked, it is easy to drive off <br />the edge. Also, in regions subject to snow accumu- <br />lation, areas with paver blocks and subsurface con- <br />struction cannot be plowed effectively (Figure 2.7). <br />OSHA <br />Occupational Safety and <br />Health Administration <br />130 <br />(Fig. 2.6) Paver blocks were chosen instead of paving for <br />this access road. The aesthetic benefits are minimal, and <br />the road cannot be plowed effectively. <br />
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