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BL 1 <br />1 510+00908908908STREET 2 <br />STREET EDESOTOSTREETROW2.9%2.3% <br />0.60%1.9%2.1%908907 <br />907 90890 <br />7 <br />907 <br />906 <br />907 9069 <br />0 <br />5 <br />90 <br />4 <br />903 <br />4.50%4.50%1.9%2.1%2.0%2.6%1.8%2.0%2.0%2.0%2.0%1.9%FG 07.39 <br />BE 07.32 <br />BE 07.31 <br />GL 07.12 <br />GL 06.16 <br />GL 05.69 <br />GL 04.70 <br />GL 04.70 <br />GL 06.59 <br />GL 07.20 <br />RIM 06.25 <br />RIM 06.87 <br />FG 07.09 <br />FG 06.75 <br />FG 06.94 <br />FG 06.69 <br />FG 07.50 <br />FG 07.78 <br />BE 07.44 <br />BE 07.46 <br />GL 06.46 <br />GL 06.55 <br />GL 07.51 <br />GL 07.51 <br />1.0% <br />1.1% <br />GL 05.62 <br />RIM 06.26 <br />15 <br />+ <br />0 <br />0 <br />16+00 <br />3' <br />7.92'FG 07.78 <br />GL 07.51GL 07.51 <br />BE 07.28 <br />14+9014+90STSTREET 4 STREET FSTREET EFG 08.14FG 09.00 2.0% <br />0.68 <br />% <br />FG 08.88 <br />2 <br />. <br />0% <br />0.8% <br />0.65%0.62%1.2% <br />0.6 <br />2 <br />% <br />0.66% <br />0.9% <br />0.8% <br />0.63%1.50%908909909 <br />909 <br />908 <br />907 <br />906 <br />905 <br />903 <br />904 <br />FG 08.76 0.7%0.7%GL 08.75 <br />GL 08.51 <br />GL 08.54 <br />GL 08.48 <br />GL 08.80 GL 08.45 <br />GL 08.13 <br />GL 08.08 <br />FG 08.80 FG 08.56 FG 08.34 FG 07.87 <br />GL 07.61 <br />GL 07.61GL 07.62 <br />RIM 07.60 <br />GL-HP 08.63 GL-HP 07.720.64%1.50%FG 07.86 <br />9059056' <br />6' <br />6' <br />GL 09.01 <br />05.66 <br />05.49 <br />10+00 <br />11+00 12+00 <br />HP 09.07 <br />BL 8 <br />1 510+00STREET FSTREET 2906 <br />STREET 2 <br />FG 06.15 <br />RIM 05.64 <br />1.7%2.0%1.4%2.0%1.5%2.0%2.0%2.0%907 <br />908 <br />FG 06.29 FG 05.72 <br />FG 05.90 <br />1.3% <br />FG 06.44 <br />FG 06.82 <br />GL 06.48 <br />GL 06.57 GL 06.47 <br />GL 06.07 <br />GL 05.61 <br />1.0% <br />1.07% <br />0.57%0.57% <br />0.65% <br />BE 05.4 <br />BE 05.8 <br />906 <br />905 <br />904 <br />903 <br />17+00 <br />K:\019789-000\Cad\Plan\2ND ADDITION\019789-000-C-GRAD-INTR-DETL-PLAN-2ND.dwg 2/6/2023 4:43:22 PMCG-108 <br />AS SHOWN KWH <br />PTHSJH <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONS - 2ND ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF5970902/06/2023INTERSECTION <br />DETAILSSCALE: <br />1 <br />CG-108 <br />DESOTO STREET ROW, STREET E, AND STREET 2 <br />1" = 10' <br />SCALE IN FEET <br />0 <br />H: <br />10 20 <br />N <br />SCALE: <br />3 <br />CG-108 <br />STREET E, STREET 4, AND STREET F <br />1" = 10' <br />SCALE IN FEET <br />0 <br />H: <br />10 20 <br />N <br />SCALE: <br />2 <br />CG-108 <br />STREET 2, AND STREET F <br />1" = 10' <br />SCALE IN FEET <br />0 <br />H: <br />10 20 <br />N LEGEND <br />965.77 <br />965.77 <br />PROPOSED SPOT ELEVATION <br />EXISTING SPOT ELEVATION <br />CURB HEIGHT <br />PROPOSED FLOW DIRECTION <br />PROPOSED TRUNCATED DOMES <br />PROPOSED CONCRETE WALK <br />PROPOSED BITUMINOUS TRAIL <br />PROPOSED LANDING AREA <br />4'x4' MIN. DIMENSIONS <br />MAX 2% SLOPE IN ALL DIRECTIONS <br />X" <br />F <br />S INDICATES PEDESTRIAN RAMP: <br />SLOPE SHALL BE BETWEEN 5.0% <br />MINIMUM AND 8.3% MAXIMUM IN THE <br />DIRECTION SHOWN AND CROSS <br />SLOPE SHALL NOT EXCEED 2.0% <br />INDICATES PEDESTRIAN RAMP: <br />SLOPE SHALL BE GREATER THAN 2.0% <br />AND LESS THAN 5.0% IN THE <br />DIRECTION SHOWN AND CROSS <br />SLOPE SHALL NOT EXCEED 2.0%SSSNOTES: <br />1.SPOT GRADES SHOWN ARE FORMATTED AS XX.XX. <br />EACH SPOT GRADE ELEVATION IS 9XX.XX BUT THE 9 <br />IS EXCLUDED FOR VISIBILITY. <br />2.SEE SHEETS CS-508 - CS-513 FOR PEDESTRIAN RAMP <br />CONSTRUCTION REQUIREMENTS. <br />TRANSITION SURMOUNTABLE GUTTER <br />TO REVERSE PITCH 2% TOWARDS THE <br />BITUMINOUS EDGE ON STREET 2 <br />TRANSITION SURMOUNTABLE GUTTER <br />TO REVERSE PITCH 2% TOWARDS THE <br />BITUMINOUS EDGE ON STREET 2