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AL <br />11' <br />VARIES <br />11' <br />VARIES <br />AxY <br />r:n;LA <br />33' <br />RIGHT OF WAY <br />MIN. <br />UAR18' <br />3616 CONCRETE <br />CURB AND GUTTER <br />ITYP.} <br />147th Avenue Typical Section <br />TY <br />Fr F <br />20 <br />TRAVEL LANE <br />!RATA <br />20' <br />TRAVEL LANE <br />33' <br />RIGHT Of WAY <br />MLN. <br />4APJES VARR3 <br />S.u2 FT/FT <br />LIA + uL i <br />77 <br />146th Avenue & Ferret Street Typical Section <br />33' <br />RIGHT OF WAY <br />BITUMINOUS CURB <br />INSET A: <br />MIN. <br />2' <br />VARIES <br />TRAVEL U.'. <br />co32 RAT <br />uini11.111 ,.. rrL W/.I/d9..1+/ r <br />INSET 2 <br />20' <br />TRAVEL LANE <br />0.02 FTIL <br />B61E CONCRETE <br />CURB AND GUTTER <br />;TAP. <br />33' <br />SLIGHT OF WAS <br />MIN. <br />2' <br />VARId <br />rur <br />1.5' TYRE SP 9.5 WEARING COURSE MIXRJRE (SPWEA348O} <br />VIRGIN MIX ONLY <br />BRUMI NOUS MATERIAL FOR TACK COAT <br />2A"TYPE 5P 12.5 NON WEARING COURSE MIXTURE (SPNWH33DC) <br />DECOCTED AGGREGATE ALLOWED <br />4' RILL DEPTH RECLAMATION OR 2 <br />MOO. FI Ai[ 5 AGGREGATE BASE. <br />SUB GRADE <br />BITUMINOUS CURB <br />(TL'P.I <br />REFERENCE NOTES: <br />11' <br />VARES <br />2:4 mu_ <br />1 GRADE TO MATCH EXISTING GROUND. ESTABUSH TURF USING A <br />MINIMUM OF 4' fah± MLON TOPSOIL BORROW AND SODDING TYPE <br />LAWN. SEE CRY PLATE NO. ERO-B FOR COMMON TOPSOIL BORROW. <br />2, FULL DEPTH RECLAMATION MUST PASS CITY OF RAMSEY MODIFIED <br />CLASS 5 AGGREGATE BASE GRADATION. <br />SEE. CM PLATE NO. STR-2.6. <br />CUL-DE-SACS GENERALLY MEASURE 100' DIAMETER FROM <br />BACK -OF -CURD TO Mkt -0E-0URB. <br />BTTUMI NOUS CURB SHALL BE PLACED !MEG PAL <br />WITH BFTUMI NOUS BASE COURSE. <br />NOTE: MOTTO G('LI F <br />HY-10 RAMSEY TYPICAL <br />STREET RECONSTRUCTIONS STREET SECTIONS <br />IMPROVEMENT PROJECT 18-02 <br />FIGURE 2 <br />TYPICAL SECTIONS — PROPOSED IMPROVEMENTS <br />163 <br />0 <br />Feasibility Report <br />HY-l0 Ramsey Street Reconstructions <br />City of Ramsey Project No. 18-02 <br />