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v O <br />P,I <br />z ]A' <br />PERMANENT EASEMENT <br />-I <br />A ow <br />15.5. <br />VARIES <br />33' <br />RIGHT OF WAY <br />/ARIEg <br />4F7IPr <br />B618 CONCRETE <br />CURB AND GUTTER <br />{TYP.) <br />INSET A: <br />i1/////////// ///�////r. <br />14' <br />TRAVEL LANE <br />29' <br />F-F <br />T <br />15" TYPE SP 95 WEARING COURSE MIXTURE (SPWEA3400 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />2.0" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPN W B330C} <br />4" FULL DEPTH RECLAMATION OR <br />MOD. CLASS 5 AGGREGATE BASE. <br />SUB GRADE <br />2 <br />crpr OF w oo oET R <br />14' <br />TRAVEL LANE <br />33' <br />RIGHT OF WAY <br />TYPICAL SECTION <br />vARIEg • <br />0 DS VVIII <br />6618 CONCRETE <br />CURB AND GUTTER <br />TYP.) <br />15.5. <br />VARIES <br />REFERENCE NOTES: <br />1D' <br />PERMANENT EASEMENT <br />'1GRADE TO MATCH EXISTING GROUND. ESTABLISH TURF USING A <br />MINIMUM OF 4" COMMON TOPSOIL BORROW AND SODDING TYPE <br />LAWN. SEE CITY PLATE NO. ERO-6 FOR COMMON TOPSOIL BORROW. <br />2 FULL DEPTH RECLAMATION MUST PASS CITY OF RAMSEY MODIFIED <br />CLASS 5 AGGREGATE BASE GRADATION. <br />SEE CITY PLATE NO. STR-26. <br />CUL-DE-SACS WILL BE 180' DIAMETER FROM BACK -OF -CURB TO BACK OF -CURB <br />i <br />ROTE HOT TO SCALE <br />FIGURE 2 <br />TYPICAL SECTION - PROPOSED IMPROVEMENTS <br />THE NORTH FORTY STREET RECONSTRUCTIONS <br />CITY PROJECT NO.14-01 CIT <br />Feasibility Report <br />The North Forty Reconstructions <br />City of Ramsey Project No. 18-01 <br />