Laserfiche WebLink
shall be constructed in <br /> conformance with item ( c ) below, <br /> Projected traffic shall be based <br /> on a factor of 9 . 5 trips per day <br /> for single-family residences , 7.2 <br /> trips per day for townhouses and <br /> condominiums , 6 . 7 trips per day for <br /> apartments and 4 . 5 trips per day <br /> for age-restricted retirement <br /> communities and on the best available <br /> information for other uses . <br /> ( c ) The following design standards <br /> shall apply to streets which will <br /> carry 200-1000 trips per day, <br /> and over 1000 trips per day ( including <br /> streets adjacent to the site of the <br /> developed parcels or portions of the <br /> OSID or providing access to the OSID from <br /> the roads listed in Subsection -¢.31) : <br /> Trips 200-1000 1000+ <br /> Design speed 30 m . p . h . 40 m.p .h. <br /> Intersection seperation 125 ft . 600 ft . <br /> Width of lanes 11 ft . 12 ft . <br /> Min . curve radius 250 ft . 460 ft. <br /> Maximum grade 9111: 8Y <br /> In addition , ia) no on-street parking <br /> shall be allowed on such streets unless <br /> eight. ( 3) foot wide parking lanes are <br /> constructed , ( bi any gutters , berms <br /> or other drainage facilities shall be <br /> in addition to the required lane width, <br /> ( r ) four ( 4) foot wide paved sidewalks <br /> shall be required on one side of <br /> streets having 500-1000 trips per day, <br /> and on both sides of streets having <br /> over 1000 trips per dar <br /> : di where required by the Planning Cc;ard, <br /> blryrle 4ACili tle = =.riall :_ie <br /> consrructed a : :,ng suc,1 5 -reets In the <br /> Corm o-: two i �/e 7.. �C` 'elide 7a,)ed <br /> shoulder bike lanes or an 4i ;nr '.. 3) <br /> pa',emen `. thickness and structure , sub- <br /> grade _ - - ' qn , r_,_adwa�/ drama.­ and other <br /> related design -Features 3n.al : require 'the <br /> aopr'o./ a ! ..T tree PI a n ri in <br /> 9 . =57 No drainage om street = . o -.rk: ing areas . <br /> roots or othar' imp=r/ nils ?urTaC � 3 Ta. J. <br /> Y P <br />