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11' <br />LANE <br />11' <br />LANE <br />5.5' <br />SHOULDER <br />8' <br />PARKING <br />R/W R/W <br />6' <br />SIDEWALK <br />66' <br />1.5" - TYPE SP 9.5 BITUMINOUS WEARING COURSE (3,C) [SPWEA330C] <br />2" - TYPE SP 12.5 BITUMINOUS WEARING COURSE (3,C) [ SPWEB330C] <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />2.4%2.4%2.0% <br />12" <br />BITUMINOUS TACK COAT <br />1.5% <br />4" - CONCRETE SIDEWALK <br />6" AGGREGATE BASE CLASS 5 <br />DESIGN <br />GRADE <br />VARIES <br />EXISTING RIGHT-OF-WAY (R/W) <br />BOTTOM OF FEATURE <br />BLOCK CURB CUT WITH FILTER <br />LOG UNTIL FULLY VEGETATED <br />CURB CUT - LOCATION IDENTIFIED <br />ON SHEETS C6.01 TO C6.15 <br />GRADING LIMITS (TOP OF <br />SLOPE) <br />ELEVATION OF CURB CUT <br />4" TOPSOIL AND SOD <br />FLOW FLOW <br />SELECT GRANULAR BORROW MODIFIED <br />(SAND/COMPOST/TOPSOIL MIXTURE - SEE SPECIFICATIONS). <br />RESTORE WITH SEED AND HYDROMULCH AS SPECIFIED. <br />B618 CONCRETE CURB AND GUTTER <br />EXTEND SOD TO BOTTOM OF <br />FEATURE AT CURB CUT. STAKE <br />SOD AT CURB CUT (INCIDENTAL). <br />WIDTH "B" <br />LENGTH "A" <br />NOTES: <br />1. LENGTH "A" AND WIDTH "B" <br />ARE THE DIMENSION OF THE <br />FEATURE AT THE SAME <br />ELEVATION AS THE CURB CUT. <br />2. DIMENSIONS "A", "B", "C" AND <br />"D" ARE SHOWN ON SHEETS <br />C6.01 TO C6.15. <br />3. INFILTRATION FEATURES NOT <br />PARALLEL WITH THE CURB ARE <br />SHOWN ON SHEETS C5.05 TO <br />C5.07. <br />INFILTRATION FEATURE <br />PLAN VIEW <br />ROUND SLOPE <br />BLEND TRANSITION <br />BETWEEN SOD AND SEED <br />ALL SLOPES SHALL BE <br />ROUNDED (TYP.) <br />5:1 SLOPE AT CURB CUT <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />VARIES (WIDTH "B")VARIES <br />1.0' FROM T/C TO BOTTOM OF FEATURE <br />(TOP OF SELECT GRANULAR BORROW MODIFIED) <br />0.5' FROM GUTTER TO BOTTOM OF FEATURE <br />(TOP OF SELECT GRANULAR BORROW MODIFIED) <br />(DEPTH "C") <br />4" TOPSOIL AND SOD <br />VARIES (DEPTH "D")20" SELECT GRANULAR BORROW* <br />*SELECT GRANULAR BORROW <br />LAYER SHALL BE REPLACED <br />WITH SELECT GRANULAR <br />BORROW MODIFIED AS <br />DIRECTED BY THE ENGINEER IN <br />FIELD. SELECT GRANULAR <br />BORROW MODIFIED SHALL BE <br />USED WHEN FEATURE IS <br />RESTORED WITH PLANTINGS <br />INSTEAD OF GRASS. <br />4:1 <br />R/W <br />**TOP OF TOPSOIL AT CURB CUT TO <br />BE 4" BELOW CURB CUT ELEVATION** <br />MAINTAIN 34" PER FOOT SLOPE TYPICAL SECTION A-A <br />INFILTRATION FEATURE <br />A <br />A <br />4" SELECT GRANULAR BORROW MODIFIED <br />(SAND/COMPOST/TOPSOIL MIXTURE - SEE SPECIFICATIONS) <br />RESTORED WITH SEED AND HYDROMULCH <br />4.5' (5' MAX) <br />@ 2% MAX SLOPE <br />6' SIDEWALK <br />20' TAPER <br />TRUNCATED <br />DOME PANELS <br />BACK OF CURB <br />6' @ 8.3% <br />MAX SLOPE <br />6" HIGH CURB <br />0" HIGH CURB <br />TYPICAL PEDESTRIAN CURB RAMP DETAIL <br />PLAN VIEW <br />0" HIGH CURB <br />6" HIGH CURB (3' CURB TAPER) <br />SHEET <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br /> Bolton & Menk, Inc. 2016, All Rights Reservedc <br />H:\MDVW\N15110617\CAD\C3D\110617C101.dwg 1/12/2016 9:38:18 AM <br />2035 County Road D East, Suite B - Maplewood, Minnesota 55109 <br />Phone: 651-704-9970 Email: Maplewood@bolton-menk.com <br />www.bolton-menk.com <br />DESIGNED <br />DRAWN <br />CHECKED <br />CITY NO. <br />REVISION DATENO. <br />MRW <br />JME <br />MRW MOUNDS VIEW, MINNESOTA <br />2016 STREET AND UTILITY IMPROVEMENT PROJECT - AREA I <br />MICHAEL R. WARNER <br />12/18/201544693 2016-C01 <br />TYPICAL SECTION 4 <br />QUINCY STREET (HILLVIEW ROAD TO COUNTY ROAD I) <br />C1.02TYPICAL SECTIONS <br />S.A.P. 146-228-008, S.A.P. 146-229-005 <br />SOD BEHIND CURB <br />2' <br />2' <br />2' <br />0.75"PERFOOT <br />ALL CONSTRUCTED INFILTRATION <br />FEATURE WORK WILL BE ACCEPTED ONLY <br />AFTER CITY STAFF INSPECTION.MNDOT B618 CONCRETE <br />CURB AND GUTTER CURB CUT FOR INFILTRATION FEATURE <br />SEE SHEET 8.10 FOR CURB CUT DIMENSIONS <br />AT RAIN GUARDIAN LOCATIONS