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40' <br />0 <br />1'--H- <br />PX <br />B618 CONCRETE CURB <br />AND GUTTER <br />16' 16' <br />2.00% 2.00% <br />DESIGN <br />2" TYPE SP 9.5 UPPER WEARING COURSE <br />MIXTURE (3,C) [SP WEA330C] - SPECIAL <br />2 1/2" TYPE SP 9.5 LOWER WEARING COURSE <br />MIXTURE (3,C) [SPWEA330C] <br />8" CLASS 5 GRAVEL BASE <br />H:\ELKR\N15108340\C3D\108340F011'a.dwg <br />40' <br />5' <br />TYPICAL SECTION <br />10' <br />PATHWAY <br />2.00 <br />32' FACE TO FACE WITH TRAIL <br />2' <br />MAk <br />PATHWAY <br />2" BITUMINOUS <br />(2350 WEARING COURSE MIXTURE) <br />4" CLASS 5 AGGREGATE BASE <br />APPROVED COMPACTED SUBGRADE <br />DESIGN <br />2" TYPE SP 9.5 UPPER WEARING COURSE MIXTURE <br />(3,C) [SPWEA330C] -SPECIAL <br />2 1/2" TYPE SP 9.5 LOWER WEARING COURSE <br />MIXTURE (3,C) [SPWEA330C] <br />8" CLASS 5 GRAVEL BASE <br />24 -60 SELECT GRANULAR BORROW (VARIES) <br />TYPICAL SECTION <br />Riv r <br />SUBGRADE EXCAVATION <br />CITY OF ELK RIVER, MINNESOTA <br />165TH AVENUE NW AND JARVIS STREET NW <br />TYPICAL SECTION <br />OCTOBER, 2014 FIGURE NO. 5 <br />