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MISCELLANEOUS DETAILS <br />T. WOLD <br />J. FILLMORE02013673-A <br />K. GRIESHABER <br />CITY OF ELK RIVER <br />BYCHKDAPPR <br />SHEET <br />42164 <br />GENERAL SITE IMPROVEMENTS <br />12/17/2020 <br />L5.0 <br />ORONO PARK <br />DATE <br />I hereby certify that this plan,specification, or report was preparedby me or under my direct supervisionand that I am a duly Licensedthe State of Minnesota. <br />Landscape Architect under the laws ofREVISIONSNO. <br />DRAWN BYDESIGNED BYCHECKED BYCOMM. NO. <br />PRINT NAME:SIGNATURE:DATE:LICENSE #: <br />GRADING PLAN <br />VARIES SEE <br />3 <br />L5.0 <br />AGGREGATE BASE <br />6" COMPACTED CLASS 5 <br />JOINT SEALANT, 1/2" DEEPCONCRETE PAVEMENT <br />PREMOLDED JOINT FILLER <br />24" <br />1/2" <br />ADDITIONAL INFORMATIONCONC. PAD <br />TRASH RECEPTACLE WITH LINER- REFER TO SPECIFICATIONS FORSURFACE MOUNT PERALL HARDWARE SHALL BESTAINLESS STEEL, TYP. <br />MANUF. INSTRUCTIONS - <br />6" <br />NOT TO SCALE <br />TYPICAL CONCRETE WALK EXPANSION JOINT <br />24" <br />6" <br />4 <br />VARIES <br />TYP. EXPANSION JOINT, SHALL BE - 30' O.C.WHERE WALK ABUTS ANY FIXED OBJECT (EG.WALLS, CURBS, MANHOLES ETC. ) <br />NOTE:MAXIMUM AND AS LOCATED ON PLANS ANDEXPANSION JOINTS SHALL BE SEALED WITH APOURABLE GREY SEALANT INCIDENTAL TOSIDEWALK CONSTRUCTION. <br />L5.0 <br />CONCRETE) <br />JOINT SIDES <br />NOT TO SCALE <br />FOR SURFACING <br />LIMESTONE BLOCK SEATING <br />TRASH RECEPTACLE ON CONCRETE PAD NOT TO SCALE <br />LIMESTONE BLOCK <br />SPLIT FACE FINISH ALL <br />SEATING - SEE LAYOUT <br />PLANS FOR LOCATIONSREFER TO LAYOUT PLAN <br />10 <br />L5.0 <br />7 <br />FINISH TOP, BOTTOM, AND <br />EXPOSED SIDES - SMOOTH <br />L5.0 <br />1/4" MAX GAP (ADJACENT TO <br />TO DIRECTION OF TRAVEL4" COMPACTED CLASS 5AGGREGATE BASE <br />6" CONCRETEMnDOT MIX 3Y36,MEDIUM BROOM FINISHPERPENDICULAR(MNDOT SPEC 2211) <br />REFER TO LAYOUT PLANSFOR SCORING PATTERN <br />COMPACTED SUBGRADE <br />3 <br />L5.0 <br />STEEL COVER FORSTL. PLATE <br />MOUNTING PLATE1/4" X 6" DIA. <br />4 1/2" BOLT <br />CIRCLE <br />NOT TO SCALE <br />STANDARD CONCRETE WALK <br />3 <br />L5.0 <br />3 <br />DIA. <br />L5.0 <br />8 1/4" <br />CONCRETE WALK <br />6"4" <br />4" COMPACTED CLASS 5AGGREGATE BASE <br />(MNDOT SPEC 2211) <br />OR EQUAL. COLORSHALL BE BLACK. <br />LOOP BIKE RACK:DUMOR 83 SERIES <br />2 3/8" O.D. X 11 GA.GALV. STL. PIPE <br />STEEL COVER FOR <br />MOUNTING PLATE <br />8 1/4" RAD. <br />CONC. WALK <br />16 1/2" <br />35 1/2" <br />" <br />1 <br /> <br />R <br />6" <br />TRAIL EDGES AT 45d <br />HAND TAMP ALL <br />2 1/2" BITUMINOUS WEARING <br />COURSE MIXTURE SPWEB340BMN/DOT SPEC. 2360COMPACTED SUBGRADE (COST OFSUBGRADE PREPARATION SHALL BEOF THE BITUMINOUS TRAIL) <br />6" AGGREGATE BASE CLASS 5INCIDENTAL TO THE CONSTRUCTION <br />(MN/DOT SPEC. 2211) <br />2% SLOPE (MAX.) <br />0.5% SLOPE (MIN.) <br />- SEE PLANS <br />WIDTH VARIES <br />2'-0" <br />NOT TO SCALE <br />6"X18" CURB - INTEGRAL WITH CONCRETE WALK <br />12" DEPTH SAND <br />35 1/2" <br />EXISTING SAND AT <br />6 <br />L5.0 <br />12" <br />VOLLEYBALL COURT. <br />BEACH SHALL REMAIN. <br />ACROSS ENTIRE BEACHACROSS ENTIRE BEACH <br />FINISH NOTE:REFER TO SPECIFICATIONSFOR FINISH INFORMATION. <br />3'-0" <br />INCIDENTAL TO SAND FOR <br />VOLLEYBALL COURT, TYP. - <br />PLACE GEOTEXTILE FABRIC <br />NOT TO SCALE <br />BICYCLE RACK <br />6" <br />COURT. NO GEOTEXTILE NEEDED <br />UNDER EXISTING SAND AT BEACH <br />9 <br />L5.0 <br />1" <br />. <br />3 <br />X <br />L5.0 <br />A <br />NOT TO SCALE <br />BITUMINOUS TRAIL <br />M <br /> <br />1 <br /> <br />O <br />T <br /> <br />2 <br />3 <br />L5.0 <br />SOD 24" WIDE <br />SURFACE, TYP. <br />4" TOPSOIL AND1" BELOW TRAIL <br />WALK <br />CONCRETE <br />3 <br />L5.0 <br />AS SHOWN ON PLANS -1/4" MAX. <br />TOOLED JOINT (TYP.) - LOCATIONSRADIUS <br />CONCRETE <br />ANCHOR BOLTSPAD <br />(4) VANDAL RESISTANTSTAINLESS STEEL 1/2 " X3-3/4" PLTD. EXPANSION <br />REFER TO SPECIFICATIONSFOR MANUFACTURER,MODEL, AND LOCALREPRESENTATIVE <br />1/4" <br />4'-0" <br />2.5" BITUMINOUS BASE COURSE <br />MIXTURE SPNWB230B MNDOT SPEC. 23608" COMPACTED AGGREGATE BASE,CLASS 5 MNDOT SPEC. 2211 <br />MIXTURE SPWEB240B MNDOT SPEC. 2360BITUMINOUS MATERIAL FOR TACK COATMNDOT SPEC. 2357 <br />1.5" BITUMINOUS WEARING COURSE <br />6" <br />D/4 <br />NOT TO SCALENOT TO SCALE <br />BENCH ON CONCRETE PAD NOT TO SCALE <br />BITUMINOUS DRIVE/PARKING AREA <br />TYPICAL CONCRETE WALK CONTROL JOINT <br />1" <br />D <br />4"6" <br />158 <br />L5.0L5.0L5.0 <br /> <br />