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i R/W C/L R/W <br /> 30' (TYP) .30' (TYP) <br /> 15'-0" <br /> MAT H gis C/L PROFILE GRADE 8618 C. do G. MATCH \ST <br /> T.P 0.02' FT. <br /> 6" PERFORATED <br /> ' P.E. TILE (TYP) <br /> 1-1/Y BIT. (WEAR MnDOT 2331, TYPE 41A.) <br /> BITUMINOUS TACK COAT MnDOT 2357 <br /> 2" BIT. BASE (MnDOT 2331 TYPE 31B.) <br /> 8" MnDOT 2211, CL 5 AGGREGATE <br /> 12" MnDOT 2211. CL 5' AGGREGATE (RECYCLE <br /> GEOTEXTILE FABRIC, MnDOT 3733, TYPE V <br /> t <br /> PROPOSED STREET SECTION <br /> NO SCALE <br /> 1 <br /> rieke FIGURE 2 REVISIONS SHEET NO. <br /> carrot I <br /> coulter 1998 STREET IMPROVEMENTS <br /> associates Inc. PROJECT LOCATION <br /> CITY OF ST. ANTHONY DATE FILE NO. <br /> architects • engineers 9 land surveyors AUG 1997 10408.01 <br />