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Exhibit H: Amendment 19-08 <br />Amendments to Title 12 and 20 to revise driveway <br />width and grade requirements <br />12.04.080 Private Road Design Criteria. <br />Private roads shall comply with the design requirements of Table 4-4A andTnbl 4-4B . <br />Table 4-4A <br />Private Road Minimum Design Standards <br />Design Elements <br />Number of Parcels <br />and/or Units <br />Minimum Easement <br />Width <br />Paved Apron' <br />Roadway Width <br />Shoulder Width <br />Minimum Centerline <br />Radius (ft) <br />Surfacing <br />Requirements4 <br />Minimum Crushed <br />Surfacing~ <br />Maximum Grade % 7 <br />Cul-de-Sac Required <br />County Road <br />Approach Permit <br />Stopping Site <br />Distance <br />Ditch Slope (inside <br />slope) <br />Road Type <br />9rivewny Joint-Use <br />Driveway <br />+ :2,4 <br />() 30'3 <br />NIA NIA <br />~ _, . '--U,16 12' or 16'6 <br />NIA <br />NI A NIA <br />Gm-vel Gravel <br />NIA <br />¼ 15 <br />NIA NIA <br />ReEf(l Req'd <br />NI-A NIA <br />2+-1-2:1 <br />2019 Docket Enabling Ordinance <br />Page 27 <br />Private <br />Road2 <br />Private <br />Road2 <br />Private <br />Road2 <br />Average Lot Size<= 10.0 acres <br />3-14 15-40 41+ <br />60'3 60' 60' <br />Req'd Req'd Req'd <br />20' 22' 22' <br />1' I' 2' <br />60 60 <br />Gravel BST/ACP <br />6" 6" <br />10 IO <br />Req'd Req'd <br />Req'd Req'd <br />AASHTO AASHTO <br />2: 1 2: 1 <br />Private Road <br />Average Lot Size <br />> 10.0 acres <br />2+ <br />60' <br />Req'd <br />20' <br />l' <br />60 <br />Gravel <br />6'' <br />10 <br />Req'd <br />Req'd <br />AASHTO <br />2: 1 <br />December 3, 2019