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C-502 <br />DETAILS <br />C1 SIGNAGE <br />NO SCALE <br />C4 ACCESSIBILITY CURB RAMP <br />NO SCALE <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 />NOTE: <br />CITY WILL PURCHASE SIGNS AND BILL <br />OWNER FOR COST. CONTRACTOR IS TO <br />COORDINATE INSTALLATION. <br />B3 NO SCALE <br />MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS. <br />SPACING:5' <br />6' <br />WALK <br />WALK <br />- 5' C/C <br />- 6' C/C <br />1/4"R 1/4"R <br />JOINT SEALER <br />NON-BITUMINOUS JOINT FILLEREXPANSION JOINTTOOLED CONTROL JOINT <br />3" <br /> <br />C <br />A <br />P <br /> <br />O <br />R <br />4" <br /> <br />S <br />I <br />D <br />E <br />W <br />A <br />L <br />K <br />1/2" <br />1/ <br />2 <br />" <br />3/8" <br />1/8"4" <br /> <br />W <br />A <br />L <br />K <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br />1 <br />FO <br />R <br /> <br />3 <br />" <br /> <br />C <br />A <br />P <br />1" <br />FILLER <br />SEALER <br />SURFACE <br />PAVEMENT <br />JOINT <br />3/4" <br />BACKER <br />MATERIAL <br />JOINT <br />3/4" <br />D <br />W <br />MATERIAL <br />BACKER <br />D <br />CONSTRUCTION JOINT <br />JOINT SEALER <br />W <br />BACKER <br />T <br />D <br />CONTRACTION JOINT <br />MATERIAL <br />CRACK <br />INITIAL SAWCUT (1/8") <br />JOINT BOTTOM <br />OR INSERT <br />W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX)) <br />D = DEPTH OF SEALANT (1.0 TO 1.5W) <br />T = 1/4 SLAB THICKNESS <br />BUTTED JOINT <br />JOINT SEALER <br />ISOLATION/EXPANSION JOINT <br />NOTE: <br />TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT <br />SURFACE FOR EXTERIOR PAVEMENTS <br />1. <br />JOINT SEALANT <br />PAVEMENT <br />SURFACE <br />PAVEMENT <br />SURFACE <br />A3 NO SCALE <br />SIDEWALK JOINTSURMOUNTABLE CURB & GUTTER AT CATCH BASINA1 NO SCALE A5 NO SCALE <br />OVERFLOW WEIR <br />STORMWATER FACILITY <br />CLASS II RIP RAP <br />TOE OF SLOPE <br />SECTION B-B <br />GEOTEXTILE FABRIC TYPE <br />IV UNDER RIP RAP <br />DIRECTION OF FLOW <br />TOP OF BANK <br />TOE OF SLOPE <br />STORMWATER FACILITY <br />TOP OF BANK <br />12" <br />SECTION A-A <br />B <br />B <br />A A <br />11'4.5 <br />EOF ELEVATION (0.05' +/-) <br />4.5 <br />SLOPE DOWNSTREAM <br />END TOWARDS CENTER <br />TO CONTAIN FLOW <br />CLASS II RIP RAP <br />GEOTEXTILE FABRIC TYPE <br />IV UNDER RIP RAP <br />4" MINIMUM TOPSOIL <br />FULLY COMPACTED COHESIVE SOIL <br />4" MINIMUM TOPSOIL <br />TOP OF BERM BEYOND