Laserfiche WebLink
MATCH <br />GRADE <br />R.O.W. <br />8'1 10' 10' <br />S OUTHBOU ND 8618 <br />PROFILE CONCRETE <br />GRADE CURB AND <br />GUTTER <br />N4 <br />Px <br />SURMOUNTABLE <br />- <br />CONCRETE CURB <br />AND GUTTER 1� <br />R.O.W. <br />10' 10' <br />6' <br />8618 NORTHBOUND <br />CONCRETE PROFILE <br />�2 <br />CURB AND GRADE <br />2.00% <br />GUTTER <br />MAX <br />J PR\F5 <br />6" <br />6.. <br />6" CONCRETE WALK <br />4" CLASS 5 AGGREGATE BASE <br />9.5 WEARING COURSE <br />MIXTURE (S PWEA240C) <br />6" BITUMINOUS MATERIAL FOR TACK COAT <br />SURMOUNTABLE <br />CONCRETE CURB <br />2.5" SP 12.5 NON WEARING COURSE <br />AND GUTTER 1� <br />1.5" SP 9.5 WEARING COURSE MIXTURE (SPNW8230C) <br />MIXTURE (SPWEA240C) 8" CLASS 5 AGGREGATE BASE <br />BITUMINOUS MATERIAL FOR TACK COAT APPROVED SO BE BADE <br />2.5" SP 12.5 NON WEARING COURSE <br />MIXTURE (SPNWB230C) <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />' 1 TYPICAL STREET SECTION <br />3 CENTERLINE STATIONS 4+15 TO 8+25 <br />R.O.W. <br />10' 10' 8' <br />CON NTHBOUND <br />CONCRETE PROORFILE <br />CURB AND GRADE 2.00% <br />GUTTER 02 I <br />2.00% 1 I I i 1 <br />IL6" CONCRETE WALK <br />4" CLASS 5 AGGREGATE BASE <br />1.5" SP 9.5 WEARING COURSE <br />MIXTURE (SPWEA240C) <br />BITUMINOUS MATERIAL FOR TACK COAT SURMOUNTABLE <br />CONCRETE CURB <br />2.5" SP 12.5 NON WEARING COURSE AND GUTTER 1� <br />MIXTURE (SPNWB230C) <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />z TYPICAL STREET SECTION <br />3 CENTERLINE STATIONS 8+25 TO 10+44 <br />2' ISAWC II BITUMINOUS <br />PAVEMENT <br />MILL BITUMINOUS <br />EXISTING PAVEMENT (1 .5") pROPOSEO STREET <br />STREET SECTION PER <br />SECTION BITUMINOUS <br />WEAR COURSE 3 <br />PAVEMENT <br />BITUMINOUS MILLING DETAIL <br />3 <br />SLEEVE <br />N%NHOLE COVER - <br />ASSEMBLY <br />MANHOLE <br />R.O.W. <br />VARIES <br />CL <br />VARIES VARIES VARIES 6' <br />R.O.W. <br />2' <br />MERGE <br />PROFILE <br />2.00% <br />GRADE <br />MPx <br />Y 4.00S, <br />VARIES <br />VARIES <br />A:1 <br />a, <br />M 4k <br />—I I— <br />—I I— 6 <br />SURMOUNTABLE <br />CONCRETE CURB & <br />6" CONCRETE WALK <br />GUTTER (TYP.)(1 <br />4" CLASS 5 AGGREGATE BASE <br />1.5" SP 9.5 WEARING COURSE <br />MIXTURE (SPWEA240C) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />2.5" SP 12.5 NON WEARING COURSE <br />MIXTURE (SPNWB230C) <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />3 <br />TYPICAL STREET SECTION 0 <br />3 <br />CENTERLINE STATIONS 2+98 TO 4+15 <br />FILTER <br />ASSEMBLY <br />ISOMETRIC VIEW IN -PLACE ELEVATION VIEW <br />REFERENCE NOTES: <br />STORM DRAIN INLET PROTECTION O CONSTRUCT CURB PER CITY STANDARD PLATE No. 2000. CONSTRUCT <br />B618 CONCRETE CURB AND GUTTER AT CATCH BASINS PER CITY <br />3 STANDARD PLATE NO. 2005. <br />02 TIP OUT GUTTER AT 2.00%. <br />DATE REVISION m¢ <br />s °'" °"" °"° SAE RUM RIVER EAGLES MARSH DETAILS SHEET <br />I.N;C cnNnsTx C`xseercummes FOURTH ADDITION <br />Date 3/18/20RA J HUM. uo.NP.E. ro : F �O <br />o. 23461 ��a�ocii CITY OF ELK RIVER, MINNESOTA <br />