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Lane Width (Typ.) <br /> Limits of Clearing & Grubbing, Earthwork (LConst. <br /> E.P. (Typ.) <br /> Var. *Var. *Var. Var. 12, <br /> 2' to 4' 2' to 14' 4' 12' 12' 4' 3' to 8' 3' to 4' <br /> Direction of Travel (Typ.) <br /> Const. <br /> Edge of Travel Way <br /> (TYPO <br /> 12' <br /> Conform � __..m_27. 22%— 88% Conform <br /> \ 0.25' Asphalt Concrete \ °r' <br /> 0.75' Aggregate Base `� <br /> Gutter Grade \ Gutter Grade TYPICAL TRAFFIC <br /> TYPICAL CROWN SECTION LANE LAYOUT <br /> Sta. 10+00 to Sta. 16+00 <br /> Sta. 24+00 to Sta. 27+00 <br /> * Refer to x—sections for exact distances ESS <br /> ** Refer to Plan sheets for superelevation transitions. 3`�� U <br /> No. 21258 <br /> * Bra 9-39'01 <br /> CIVI P�\� <br /> CAL�IF7O ` <br /> Limits of Clearing & Grubbing, Earthwork <br /> Var. 16' 16, +Va r. +Va r. <br /> 2' to 14' 4' to 22' 3 to 6 <br /> Const. <br /> GENERAL NOTES <br /> Conform 1 . Asphalt Concrete shall be placed in two (2) layers of approximate <br /> Conform **g% Vequal thickness. <br /> ar. <br /> dot• j I 0.25' Asphalt Concrete 2. All existing fences and poles shall remain in place, unless otherwise <br /> noted on the plans. <br /> 0.75' Aggregate Base <br /> Gutter Grade <br /> Gutter Grade <br /> TYPICAL SUPERELEVATED SECTION <br /> Sta. 16+00 to Sta. 24+00 <br /> Uj <br /> a ]Eog�o <br /> X <br /> Z ul <br /> NLFILE <br /> Y DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE KASSON ROAD IMPROVEMENTS SHEaEr Of <br /> . SHEUS <br /> Pete ;;98 8/7 p 8/, COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION (0.75 mile s/o Airport way) 2 <br /> 0 98 �� i �s > ���Piv' /se �S <br /> DRAWER SHEET NO. ACAD <br /> c:\kasson\plan <br />