Laserfiche WebLink
MATCH <br />GRADE <br />R.O.W. <br />8'1 10' 10' <br />SOUTHBOUND 8618 <br />PROFILECONCRETE <br />GRADE CURB AND <br />GUTTER <br />N4 <br />Nx <br />SURMOUNTABLE <br />- <br />CONCRETE CURB <br />AND GUTTER(j) <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 SUBGRADE <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 0 I <br />2.00% 1 I I i 1 <br />2' ISAWC II BITUMINOUS <br />PAVEMENT <br />MILL BITUMINOUS <br />EXISTING PAVEMENT (1.5") PROPOSED STREET <br />STREET SECTION PER <br />SECTION BITUMINOUS <br />WEAR COURSE 3 <br />PAVEMENT <br />BITUMINOUS MILLING DETAIL <br />3 <br />R.O.W. <br />VARIES <br />R.O.W. <br />10' 10' <br />6' <br />8618 NORTHBOUND <br />2' <br />CONCRETE PROFILE <br />�2 <br />CURB AND GRADE <br />2.00% <br />GUT TER <br />2.00% <br />MPx <br />a " <br />RES <br />MAk <br />8" CLASS 5 AGGREGATE BASE <br />�6.. <br />6" CONCRETE WALK <br />APPROVED SUBGRADE <br />4" CLASS 5 AGGREGATE BASE <br />9.5 WEARING COURSE <br />—I I— 6 <br />—I <br />MIXTURE (S PWEA240C) <br />SURMOUNTABLE <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 SUBGRADE <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 0 I <br />2.00% 1 I I i 1 <br />2' ISAWC II BITUMINOUS <br />PAVEMENT <br />MILL BITUMINOUS <br />EXISTING PAVEMENT (1.5") PROPOSED STREET <br />STREET SECTION PER <br />SECTION BITUMINOUS <br />WEAR COURSE 3 <br />PAVEMENT <br />BITUMINOUS MILLING DETAIL <br />3 <br />R.O.W. <br />VARIES <br />CL <br />VARIES VARIES VARIES 6' <br />R.O.W. <br />1.5" SP 9.5 WEARING COURSE <br />4" CLASS 5 AGGREGATE BASE <br />2' <br />MIXTURE (SPWEA240C) <br />MERGE <br />BITUMINOUS MATERIAL FOR TACK COAT <br />PROFILE 2.00% <br />2.5" SP 12.5 NON WEARING COURSE <br />GRADE <br />MPx <br />Y 4.00% <br />VARIES VARIES <br />A:1 <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />4k <br />O <br />—I I— 6 <br />—I <br />O <br />SURMOUNTABLE <br />I— <br />6" CONCRETE WALK <br />CONCRETE CURB & <br />GUTTER (TYP.)(1 <br />2 TYPICAL STREET SECTION <br />4" CLASS 5 AGGREGATE BASE <br />FILTER <br />ASSEMBLY <br />1.5" SP 9.5 WEARING COURSE <br />MANHOLE COVER <br />» ASSEMBLY <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 />MANHOLE <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 />8618 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 REVISIONcnNnsvx <br />.. <br />„ s °'" °"" °"°�nE <br />.M - RUM RIVER EAGLES MARSH <br />��a�oSs DETAILS SHEET <br />Mvaxoxseercummes FOURTH ADDITION <br />Da}e 3/18/20RA J HUM. uo.NP.E. ro : F �D <br />o. 23461 cL.l CITY OF ELK RIVER, MINNESOTA <br />IL6" CONCRETE WALK <br />1.5" SP 9.5 WEARING COURSE <br />4" CLASS 5 AGGREGATE BASE <br />MIXTURE (SPWEA240C) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />SURMOUNTABLE <br />2.5" SP 12.5 NON WEARING COURSE <br />CONCRETE CURB <br />AND GUTTER 1� <br />MIXTURE (SPNWB230C) <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />O <br />O <br />POLYESTER <br />SLEEVE <br />FILTER POLYESTER <br />2 TYPICAL STREET SECTION <br />ASSEMBLY SLEEVE <br />FILTER <br />ASSEMBLY <br />3 CENTERLINE STATIONS 8+25 TO 10+44 <br />MANHOLE COVER S <br />MANHOLE COVER <br />» ASSEMBLY <br />MANHOLE <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 />8618 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 REVISIONcnNnsvx <br />.. <br />„ s °'" °"" °"°�nE <br />.M - RUM RIVER EAGLES MARSH <br />��a�oSs DETAILS SHEET <br />Mvaxoxseercummes FOURTH ADDITION <br />Da}e 3/18/20RA J HUM. uo.NP.E. ro : F �D <br />o. 23461 cL.l CITY OF ELK RIVER, MINNESOTA <br />