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BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />25'1'6'8.2' - 8.4' VARIES <br />SURMOUNTABLE CURB <br />1.67% <br />LO <br />T <br /> <br />L <br />I <br />N <br />E <br />10.5'BITUMINOUS DRIVEWAY <br />PAVEMENT SECTION <br />PUBLIC <br />CONCRETE WALK <br />150TH STREET <br />VARIES <br />2% MINIMUM <br /> ELEV 0.70 <br /> ELEV 0.60 <br />TBC <br />ELEV 0.33 <br />ELEV 0.00 <br />0. <br />3 <br />' <br />TO <br />P <br />S <br />O <br />I <br />L <br />GA <br />R <br />A <br />G <br />E <br /> <br />W <br />A <br />L <br />L <br />GFE ELEV VARIES <br />HOLD DOWN = GFE - 1.0' <br />FFE = GFE + 0.7' <br />22' <br />GA <br />R <br />A <br />G <br />E <br /> <br />W <br />A <br />L <br />L <br />SURMOUNTABLE CURB <br />1% <br />LO <br />T <br /> <br />L <br />I <br />N <br />E <br />10.5'BITUMINOUS DRIVEWAY <br />PAVEMENT SECTION <br />25.34' B-B <br />12.67'12.67' <br />2.75%2.75% <br />6'5'22' <br />CONCRETE WALK 10.5' <br />LO <br />T <br /> <br />L <br />I <br />N <br />E <br />0. <br />3 <br />' <br />TO <br />P <br />S <br />O <br />I <br />L <br />VARIES <br />2% MINIMUM <br />ELEV 0.00 <br />ELEV - 0.33 ELEV 0.00 TBC <br />ELEV 0.00 <br />ELEV 0.10 <br />ELEV 0.15 <br />GA <br />R <br />A <br />G <br />E <br /> <br />W <br />A <br />L <br />L <br />GFE ELEV VARIES <br />HOLD DOWN = GFE - 1.0' <br />0. <br />3 <br />' <br />TO <br />P <br />S <br />O <br />I <br />L <br />FFE = GFE + 0.7' <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />W <br />A <br />L <br />L <br />PATIO AND STOOP <br />FFE = GFE + 0.7' <br />GFE ELEV VARIES <br />HOLD DOWN = GFE - 1.0' <br />FFE = GFE + 0.7' <br />FFE - 0.5 <br />FFE - 0.6 <br />18' PARKING STALL <br />VALLEY GUTTER - 0.33' <br />25.34' B-B <br />12.67'12.67' <br />2.75%2.75%VARIES <br />24' F-F <br />5' <br />2% <br />CONCRETE WALK <br />MINIMUM 6" TOPSOIL <br />B618 CURB & GUTTER <br />OR SURMOUNTABLE CURB <br />CL <br />B618 CURB & GUTTER <br />ELEV - 0.33ELEV 0.00 <br />TOP OF BACK OF CURB <br />ELEV 0.00 SURMOUNTABLE <br />ELEV 0.17 B618 CURB <br />C-501 <br />DETAILS <br />DRW25001 <br />PROJECT NO. <br />PRELIMINARY PLAT, <br />SITE PLAN, AND <br />REZONING REVIEW <br />04/20/26 <br />NOT FO <br />R <br />CONST <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />SHEET <br />CERTIFICATION <br />REVISION DATE <br />ISSUE <br />PROJECT <br />D E S I G N <br />C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E <br />3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 <br />M I N N E A P O L I S , M N 5 5 4 1 5 <br />www.elanlab.comp 612.260.7980 <br />f 612.260.7990 <br />1 2 3 4 5 6 <br />E <br />D <br />C <br />B <br />A <br />I hereby certify that this plan, specification <br />or report was prepared by me, or under my <br />direct supervision, and that I am a duly <br />Licensed Professional Engineer under the <br />laws of the state of MINNESOTA. <br />Stephen M. Johnston <br />18914 04/20/2026 <br />NOT FO <br />R <br />CONST <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />REGISTRATION NO. <br />DATE <br />ONEKA LAKE <br />RESERVE <br />HUGO, MN <br />ONEKA LAKE, LLC <br />DON WILLENBRING <br />2120 WUTHERING <br />HEIGHTS ROAD <br />EAGAN, MN 55122 <br />651-363-3915 <br />SIDEWALK PAVEMENT SECTIONC2 NO SCALE <br />SEE PLAN FOR DIMENSION <br />B618 CURB & GUTTER AND SURMOUNTABLE CURBC1 NO SCALE <br />E4 NO SCALE <br />BITUMINOUS PAVEMENT SECTION <br />1.5" TYPE SP 9.5 BITUMINOUS WEAR COURSE <br />MIXTURE (2,C) SPWEA240C (PG 58-28), MNDOT 2360 <br />12" APPROVED SUBGRADE <br />2.5" TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE <br />MIXTURE (2,C) SPWEB230C (PG58-28), MNDOT 2360 <br />2357 BITUMINOUS TACK COAT <br />8" AGGREGATE BASE (CLASS 5 OR <br />SALVAGED/RECYCLED MATERIAL MEETING <br />CLASS 5 GRADATION) MNDOT 3138 <br />E5 NO SCALE <br />3.0" TYPE SP 9.5 BITUMINOUS <br />WEAR COURSE MIXTURE (2,B) <br />SPWEA240B (PG 58-26), <br />MNDOT 2360 <br />COMPACTED SUBGRADE <br />6" AGGREGATE BASE <br />(MNDOT 3138 CL5) <br />24" SELECT GRANULAR MATERIAL) MNDOT <br />3138.2B2 <br />B3 1" = 5' <br />TYPICAL CROSS SECTION AT 150TH STREET <br />A1 1" = 5' <br />TYPICAL CROSS SECTION <br />B1 1" = 5' <br />TYPICAL CROSS SECTION AT PARKING <br />NOT USED <br />NOT USED <br />6' PUBLIC <br />5' PRIVATE <br />E6 CURB TRANSITION <br />NO SCALE <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />6" AT CURB <br />AND GUTTER <br />CONCRETE CURB <br />AND GUTTER <br />MATCH GEOMETRY OF <br />CURB AND GUTTER <br />8'-0" <br />6" <br />SEE PLAN UNLESS OTH <br />E <br />R <br />W <br />I <br />S <br />E <br /> <br />I <br />N <br />D <br />I <br />C <br />A <br />T <br />E <br />D <br />D5 NO SCALE <br />BOULDER RETAINING WALL AT RIP RAP <br />C4 NO SCALE <br />BOULDER RETAINING WALL <br /> STOOP 934.55 WALK <br />LO <br />T <br /> <br />L <br />I <br />N <br />E <br />12" - 18" BOULDER WALL <br />1 <br />2 <br />FILL GAP BETWEEN PAVEMENT AND BOULDER WITH <br />GRAVEL MATCHED BOULDER MATERIAL <br />6" TOPSOILGRANULAR <br />BACKFILL <br />COMPACT <br />SUBGRADE <br />FINISHED GRADE <br />EOF <br />GEOTEXTILE FABRIC <br />932.55 <br />6' <br />GEOTEXTILE <br />FABRIC <br />1 <br />2 <br />12" - 18" BOULDER AT 1:1 <br />MAXIMUM SLOPE <br />GEOTEXTILE <br />FILTER FABRIC <br />1 <br />1 <br />4 <br />1 <br />1 <br />1 <br />4 <br />1 <br />RCP FLARED END SECTION <br />TOP OF RIP RAP BELOW <br />FES INVERT ELEVATION <br />CLASS II RIP RAP <br />GRANULAR BACKFILL <br />BITUMINOUS DRIVEWAY <br />PAVEMENT SECTION <br />SECTION A-A <br />SECTION B-B <br />12" - 18" BOULDER AT 1:1 <br />MAXIMUM SLOPE <br />GEOTEXTILE <br />FILTER FABRIC <br />1 <br />1 <br />CLASS II RIP RAP <br />TOP OF RIP RAP BELOW <br />FES INVERT ELEVATION <br />GRANULAR BACKFILL