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R/W <br />10' <br />DRAINAGE <br />& <br />U TI LI TY <br />EASEMENT <br />� <br />� <br />z' �• Mp <br />-�.,1 <br />CLASS 7 <br />SHOULDER <br />6"TOPSOIL WITH <br />SEE� AND EROSION <br />CONTROL BLANKET <br />R/W <br />MIN. <br />2.00% <br />SLOPE —� <br />—► <br />R/W <br />10' <br />DRAINAGE <br />& <br />U TI LI TY <br />EASEMENT <br />� <br />2' <br />CLASS 7 <br />SHOULDER <br />MIN. <br />2.04% <br />�—ci nPF <br />R/W <br />66' <br />� <br />2' 16' <br />�- 2.00% <br />16 <br />2.00%-� <br />2' <br />L 1.5" 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 />66' <br />� <br />SURMOUNTABLE <br />CONCRETE CURB <br />AND GUTTER* <br />r <br />�� <br />� 1.5" WEARING COURSE MIXTURE <br />6"TOPSOIL WITH TACK COAT <br />SEED AN� EROSION <br />CONTROL BLANKET** 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�20� 7 <br />STANDARD <br />TYPICAL NON—URBAN PLATE <br />RESIDENTIAL STREET SECTION No. <br />2011 <br />