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H:\ORNO\C13106054\C3D\FEASIBILITY BASE.DWG 2/3/2014 4:04 PM <br />2.5" TYPE LV3 NON-WEARING COURSE MIXTURE B <br />1.5" TYPE LV4 WEARING COURSE MIXTURE B <br />цϭϮΗZ>/D''Z'd^ <br />VARIABLE SLOPE <br />2% <br />LC <br />BITUMINOUS TACK COAT <br />SUBGRADE PREPARATION <br />GEOTEXTILE FABRIC, MnDOT TYPE V <br />12' <br />1' <br />12" SELECT GRANULAR BORROW <br />AG <br />G <br />. <br /> <br />S <br />H <br />O <br />U <br />L <br />D <br />E <br />R <br />VARIABLE SLOPE <br />2% <br />C <br />12' <br />1' <br />AG <br />G <br />. <br /> <br />S <br />H <br />O <br />U <br />L <br />D <br />E <br />R <br />2.5" TYPE LV3 NON-WEARING COURSE MIXTURE B <br />1.5" TYPE LV4 WEARING COURSE MIXTURE B <br />цϭϮΗZ>/D''Z'd^ <br />VARIABLE SLOPE <br />2% <br />LC <br />BITUMINOUS TACK COAT <br />12' <br />1' <br />AG <br />G <br />. <br /> <br />S <br />H <br />O <br />U <br />L <br />D <br />E <br />R <br />VARIABLE SLOPE <br />2% <br />C <br />12' <br />1' <br />AG <br />G <br />. <br /> <br />S <br />H <br />O <br />U <br />L <br />D <br />E <br />R <br />2.5" TYPE LV3 NON-WEARING COURSE MIXTURE B <br />1.5" TYPE LV4 WEARING COURSE MIXTURE B <br />цϭϮΗZ>/D''Z'd^ <br />VARIABLE SLOPE <br />2% <br />LC <br />BITUMINOUS TACK COAT <br />CROWN <br />12' <br />1' <br />AG <br />G <br />. <br /> <br />S <br />H <br />O <br />U <br />L <br />D <br />E <br />R <br />VARIABLE SLOPE <br />2% <br />C <br />12' <br />1' <br />AG <br />G <br />. <br /> <br />S <br />H <br />O <br />U <br />L <br />D <br />E <br />R <br />EXISTING STREET CONDITIONS <br />FIG. <br />2 <br />CITY OF ORONO <br /> Bolton & Menk, Inc. 2014, All Rights Reservedc <br />2014 WATERTOWN ROAD RECLAMATION PROJECT <br />TYPICAL SECTION-SECTION 2 (INCLUDING 12" SUBGRADE EXCAVATION) <br />TYPICAL SECTION-SECTION 2 <br />TYPICAL SECTION-SECTION 1 <br />CROWN <br />CROWN