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R/W <br />10' <br />DRAINAGE <br />UTILITY <br />EASEMENT <br />2' <br />I CLASS 7 <br />SHOULDER <br />6"TOPSOIL WITH <br />SEED AND EROSION <br />CONTROL BLANKET <br />R/W <br />66' <br />2' 16' - 16' 2' <br />,2.00% 2.00%- <br />L1.5" WEARING COURSE MIXTURE <br />TACK COAT <br />2.5" NONWEARING COURSE MIXTURE <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />BOULEVARD DRAINAGE AWAY FROM ROADWAY <br />MIN. SURMOUNTABLE <br />2.00% CONCRETE CURB <br />SLOPE — AND GUTTER* r_ <br />66' <br />17 <br />R/W <br />10' <br />DRAINAGE <br />UTILITY <br />EASEMENT <br />2' <br />CLASS 7 <br />SHOULDER <br />MIN. <br />2.00% <br />--,I npv <br />R/W <br />6"TOPSOIL WITH <br />1.5" WEARING COURSE MIXTURE <br />TACK COAT <br />SEED AND EROSION <br />CONTROL BLANKET** <br />2.5" NONWEARING COURSE MIXTURE <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />BOULEVARD DRAINAGE TO ROADWAY <br />NOTE: <br />*B618 CONCRETE CURB AND GUTTER SHALL BE PLACED AROUND RADII AND AT STORM SEWER STRUCTURES. <br />**SILT FENCE & BLANKET SHALL BE INSTALLED BEHIND THE CURB DURING CONSTRUCTION BEFORE CLASS 5 <br />AGGREGATE BASE IS CONSTRUCTED. REV: 2/2017 <br />_4 <br />- <br />TYPICAL NON—URBAN <br />STANDARD <br />PLATE <br />ilRESof <br />IDENTIAL STREET SECTION <br />No. <br />k*.. <br />River' <br />2®11 <br />