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71 - HIGHWAY C - <br />30' ` 30 L VARIABLE <br />SHOULDER <br />25'R. <br />BITUMINOUS <br />SURFACING 321 O' TO 1.5' <br />�- I'..•,•::.I•.• .•..•.;I R/W LINE <br />COMMERCIAL - INDUSTRIAL -I -FARM ENTRANCES <br />HIGHWAY rL VARIABLE SHOULDER <br />30' <br />12'TURN LANE <br />/i 35'R. <br />16' ,16'� <br />BITUMINOUS SURFACING <br />O' TO 1.5' <br />0 <br />v <br />f""` 1 1 <br />R/W LINE-N,,I 24' I 1 <br />I I _ <br />LOW VOLUME ROAD <br />74' <br />VARIABLE <br />HIGHWAY 37' I SHOULDER <br />T <br />BITUMINOUS` r T 4 <br />SURFACING O' TO 1.5' <br />Q I <br />25'R. <br />1 � 24' � <br />-R/W LINE <br />RURAL RESIDENTIAL ENTRANCE <br />80' <br />HIGHWAY 40' rVARIABLE <br />I SHOULDER <br />4 20' 20' R. <br />•` '.'� R/W LINE <br />FIELD ENTRANCES <br />OI SURFACING TO MATCH EXISTING CONDITIONS. WHERE THERE <br />IS NO SURFACING, PLACE GRAVEL BEYOND BITUMINOUS <br />SURFACING TO R/W LINE. <br />O2 PLACE 2 FT. WIDE BITUMINOUS SURFACING AS DIRECTED <br />BY ENGINEER. <br />30 8% MAXIMUM COMMERCIAL; 15% MAXIMUM RESIDENTIAL. <br />® THE USE OF PAVING SIMILAR TO COMMERCIAL ENTRANCES <br />MAY BE APPROPRIATE FOR SOME RESIDENCES - AS SHOWN <br />IN PLANS OR DIRECTED BY THE ENGINEER. <br />0.5' MIN. <br />NOTE: USE 1:6 SIDE SLOPES <br />VAR. <br />CUT SECTION-) ^ <br />50' RECOMMENDED FOR ROADS - ( 25' MIN. ) <br />25'RECOMMENDED FOR ENTRANCES - (15'MIN. <br />) <br />FILL SECTION <br />VA <br />0.5' <br />NOTE: USE 1:6 SIDE SLOPES <br />CULVERT IF NECESSARY <br />CROSS SECTIONS <br />HIGHWAY <br />HIGHWAY <br />APPROVED SEPT. 27, 2012 STATE OF MINNESOTA SPECIFICATION STANDARD <br />DEPARTMENT OF TRANSPORTATION REFERENCE PLATE <br />NO. <br />_ APPROACHES AND ENTRANCES <br />STATE DESIGN ENGINE RECOMMENDED STANDARDS 9000E <br />