Laserfiche WebLink
nl <br />33• <br />RIGHT OF WAY <br />11' <br />VARR3 <br />'-n{NP'T'} 1 NIB CONCRETE <br />CURB AND GUTTER <br />LTYP.;� <br />l.s <br />atc, <br />11' <br />VARIES <br />147th Avenue Typical Section <br />der <br />VAR1Er' TRAVEL LANE <br />MR9. <br />r <br />{F' 0.01 FTAIT <br />2r <br />TRAVEL LANE <br />33' <br />RIGHT OF WAY <br />MRL <br />11• <br />YARIES VARIES <br />0.02 FT/FT <br />INSETA <br />146th Avenue & Ferret Street Typical Section <br />33• <br />RIGHT OF WAY <br />MIN. <br />2' <br />VARIES <br />iTOT <br />BITUMINOUS CURB <br />INSET A: <br />20' <br />TRAVEL LANE <br />O02ITJIT <br />\`i'h IIIIIIIIIIIIIIIII � <br />INSET A <br />AV <br />FrF <br />0.02 FT/Fr <br />B616. CONCRETE 1 1 <br />.4Ps-r.,y., <br />CURB AND GUTTER ~-- <br />ITYP.I ---� <br />33' _IF <br />RIGHT OF WAY [7 <br />NTH <br />20' 2' <br />TRAVEL LANE VARA <br />db�HlYr <br />1.5' TYRE 5P9.5 WEARING DOURSE MIXTURE (SPWEA340C) <br />NRGIN MI%ONEY <br />&MIMI NOUS MATERIAL FOR TACK COAT <br />211"TYPE SP 12.5 NON 'NEAR NG COURSE MIXITME (SPNW633OC) <br />RECYCLED AGGREGATE ALLOWED <br />4' FULL DEPTH RECLAMATION OR 2 <br />MOO. fJ0SS 5 AGGREGATE BASE. <br />SUB GRADE <br />REFERENCE NOTES: <br />11• <br />VARIES <br />BITUMINOUS CURB 1419 <br />fn'PI <br />1 GRADE TO MATCH EXISTING GROUN D. ESTABUU}I TURF USING A <br />MINIMUM OF 4' COMMON TOPSOIL BORROW AND SODDING TYPE <br />LAWN. SEE CITY PLATE NO. ERO-fi FOR COMMON TOPSOIL BORROW. <br />2 FULL DEPTH RECLAMATION MUST PASSCHY OF RAMSEY MODIFIED <br />U sSS 5 AGGREGATE BASE GRADATION. <br />SEE PTV PLATE NO. STR-2S. <br />CUL-DE-SACS GENERALLY MEASURE 100 DIAMETER FROM <br />BACK -OF -CURB TO BACK -OF -CURB. <br />BITUMI NOUS CURB SHALL BE PLACED I NTEGRAL <br />W TIH BTIUMI NOUS BASE COURSE. <br />HY-1C) RAMSEY TYPICAL <br />STREET RECONSTRUCTIONS STREET SECTIONS <br />IMPROVEMENT PROJECT 18-02 <br />FIGURE 2 <br />TYPICAL SECTIONS - PROPOSED IMPROVEMENTS <br />Feasibility Report <br />HY-10 Ramsey Street Reconstructions <br />City of Ramsey Project No. 18-02 <br />