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SAW CUT CONTROL JOINTS. CRACK CONTROL JOINTS SHALL <br />EXTEND TO 1/3 THE THICKNESS OF THE CONCRETE. CRACK <br />CONTROL JOINTS TO BE REPLACED WITH 1/2" EXPANSION <br />JOINTS AT INTERVALS NO GREATER THAN 30 FEET. REFER TO <br />PLANS FOR LOCATIONS/PATTERNS OF CONTROL JOINTS AND <br />VERIFY WITH LA-E PRIOR TO PLACEMENT <br />PLAN VIEW <br />CONCRETE (REFER TO PLANS FOR <br />THICKNESS) WITH LIGHT BROOM <br />FINISH <br />CONCRETE SHALL HAVE 1.0% MIN. / 1.5% MAX. CROSS-SLOPE IN <br />DIRECTION OF POSITIVE DRAINAGE FLOW, UNLESS INDICATED <br />OTHERWISE (TYP) - REFER ALSO TO GRADING PLANS FOR ADDITIONAL <br />INFORMATION. <br />CONCRETE SECTION VIEW <br />COMPACTED SUBGRADE (TYP) <br />1/4" RADIUS OUTSIDE EDGE (TYP) <br />CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) <br />TOPSOIL <br />4" OR 6" CONCRETE PAVEMENT <br />PER PLANS <br />5" COMPACTED DEPTH OF MnDOT <br />3138 CLASS 5, 5Q OR 6 CRUSHED <br />AGGREGATE BASE <br />Date: <br />Revised: <br />Concrete Pavement <br />1 <br />Date <br />Revised <br />CONCRETE <br />NOT TO SCALE <br />Date: <br />Revised: <br />Bituminous Pavement <br />2 <br />04/28/2020 <br />Revised <br />3" HEAVY DUTY BITUMINOUS <br />NOT TO SCALE <br />SUBGRADE SHALL BE COMPACTED TO <br />100% STANDARD PROCTOR DENSITY (TYP) <br />BITUMINOUS TACK COAT, MNDOT 2357 <br />1.5" TYPE SP 12.5 NON WEAR COURSE MIX <br />(2,B) SPNWB230B <br />6" COMPACTED DEPTH OF MnDOT 3138 <br />CLASS 5, 5Q OR 6 CRUSHED AGGREGATE <br />BASE COMPACTED TO 100% STANDARD <br />PROCTOR DENSITY TO EXTEND 6 INCHES <br />BEYOND EDGE OF TRAIL (TYP) <br />1.5" TYPE SP 9.5 WEARING COURSE MIX (2,B) <br />SPWEA240B (NOT TO EXCEED 10% RAP) <br />6" <br />TRAILS SHALL HAVE A 1.5% CROSS-SLOPE IN <br />DIRECTION OF POSITIVE DRAINAGE UNLESS <br />INDICATED OTHERWISE - REFER TO GRADING PLAN <br />ASPHALT TO HAVE 45 <br />DEGREE TAMPED EDGES <br />wsb details not yet sized to standard plate <br />CONTROL JOINTS SHALL BE PLACED AT ALL CORNERS AND <br />INTERSECTIONS OF THE PLAY AREA CURB WITH JOINTS <br />EQUALLY SPACED IN BETWEEN CORNERS AND <br />INTERSECTIONS ALONG ALL SECTIONS OF CURB AT 10' <br />MAXIMUM INTERVALS AND SHALL EXTEND TO 1/3 THE DEPTH <br />OF THE CONCRETE. REPLACE CONTROL JOINTS WITH 1/2" <br />EXPANSION JOINTS AT 30' MAXIMUM INTERVALS. LOCATION <br />OF CONTROL AND EXPANSION JOINTS SHALL BE REVIEWED <br />AND APPROVED BY LA-E PRIOR TO POURING CURB (TYP). <br />4" SOLID PIPE TO DAYLIGHT OR <br />AS INDICATED ON PLANS <br />CONTROL JOINT NOTE: <br />6" <br />4" <br />8" <br />8" MIN. WIDTH OF CRUSHED CLEAN <br />AGGREGATE TRENCH FOR DRAINTILE (MIN. <br />2" BELOW AND ALONG SIDES OF PIPE) <br />6"X12" CONCRETE PLAY AREA CURB WITH REBAR - <br />NOTE: CONTRACTOR HAS OPTION TO CONSTRUCT <br />THE WALK WITH AN INTEGRAL CURB <br />PLAY AREA SUBGRADE TO BE <br />ESTABLISHED BY SITE CONTRACTOR <br />ADJACENT WALK <br />WHERE <br />APPLICABLE <br />COMPACTED SUBGRADE <br />12" EXPANSION JOINT <br />4" DIA. PERFORATED DRAINTILE IN <br />ROCK TRENCH - REFER TO PLANS FOR <br />LOCATIONS AND INVERT ELEVATIONS12"VARIES1/4" INSIDE RADIUS EDGE TO BE REPLACED <br />WITH CHAMFERED EDGE IN LOCATIONS <br />ADJACENT TO POURED IN PLACE RUBBER <br />PLAY AREA SURFACING AND BASE BY OTHERS - <br />COORDINATED EFFORTS WITH SURFACE INSTALLER <br />1/2" DIA. X 6" LONG SLIP DOWEL <br />(COORDINATE WITH PLAYGROUND <br />SURFACING INSTALLER) <br />INTEGRAL COLORED CONCRETE <br />BANDS WITH MEDIUM BROOM <br />FINISH IN OPPOSITE DIRECTION <br />WITH 1/4" RADIUS EDGES (COLOR TO <br />BE SELECTED TO MATCH BUILDING <br />LIMESTONE COLOR) - REFER TO <br />PLANS FOR THICKNESSES AND <br />LOCATIONS <br />LIMESTONE SLAB APPROXIMATELY <br />6' LONG x 22-24" HEIGHT FOR <br />BENCH (REFER TO PLANS FOR <br />LOCATIONS) SIDES CAN BE ROUGH <br />BUT TOP TO HAVE SMOOTH FINISH, <br />SET LIMESTONE IN SUBGRADE TO <br />ACCOUNT FOR APPROXIMATE 18" <br />EXPOSED HEIGHT <br />21' <br />4' <br />10'11' <br />5'6.5'5'4.5' <br />8' <br />4' <br />4' <br />STANDARD CONCRETE WITH LIGHT <br />BROOM FINISH - REFER TO PLANS FOR <br />THICKNESSES - CONCRETE TO <br />EXTEND UP TO LIMESTONE BENCH <br />WITH 1/2" EXPANSION JOINT BETWEEN <br />CONCRETE AND LIMESTONE <br />BANDING DESIGN NOTE: <br />TYPICAL DIMENSIONS ARE SHOWN <br />FOR GENERAL BANDING DESIGN, <br />REFER TO PLANS FOR CONFIRMATION <br />ON DIMENSIONS THAT MAY VARY <br />CONTROL JOINT <br />LOCATION (TYP) <br />18' <br />5'5'6.5'1.5' <br />8' <br />4' <br />PLACE 1/2" EXPANSION <br />JOINT BETWEEN DIFFERING <br />PAVEMENTS (TYP) - RECESS <br />JOINT FILLER AND USE <br />JOINT SEALANTwsb details not yet sized to standard plate <br />Date: <br />Revised: <br />Pavement <br />1 <br />Date <br />Revised <br />REINFORCED CONCRETE <br />NOT TO SCALE <br />5"6"6"6" CONCRETE WITH #4 CONTINUOUS REBAR SPACED AT 16" <br />O.C. BOTH WAYS. REBAR TO BE CENTERED VERTICALLY <br />WITHIN THE POUR. STOP REBAR 3" FROM EDGE OF <br />CONCRETE <br />·PROVIDE LIGHT BROOM FINISH <br />·ONE SINGLE CONTINUOUS POUR FOR ENTIRE COURT IS <br />REQUIRED - JOINTS TO BE SAW CUT <br />·CONCRETE MUST BE "WET CURED" <br />·CONTRACTOR MUST PROTECT FRESHLY POURED <br />CONCRETE FROM DAMAGE <br />1/2" RADIUS EDGES <br />TOP OF ADJACENT SOIL <br />GRADE TO BE LEVEL WITH <br />TOP OF PAVEMENT <br />6" DEPTH OF 100% CRUSHED <br />LIMESTONE CLASS 5 <br />AGGREGATE BASE COMPACTED <br />TO 100% SPD <br />COMPACTED SUBGRADE (TYP) <br />REBAR TO BE PLACED A <br />MIN. 2.5" FROM EDGE OF <br />CONCRETE (TYP) <br />18" <br />1/2" EXPANSION JOINT <br />WITH RECESSED FILLER <br />AND JOINT SEALANT <br />24"-30" WIDTH <br />ADJACENT CONCRETE TO <br />EXTEND UP TO EDGE OF <br />LIMESTONE BLOCK WHERE <br />THEY MEET <br />COMPACTED <br />SUBGRADE (TYP) <br />LIMESTONE SLAB APPROXIMATELY 6' <br />LONG x 22-24" HEIGHT FOR BENCH <br />(REFER TO PLANS FOR LOCATIONS) <br />SIDES CAN BE ROUGH BUT TOP TO <br />HAVE SMOOTH FINISH, SET LIMESTONE <br />IN SUBGRADE TO ACCOUNT FOR <br />APPROXIMATE 18" EXPOSED HEIGHT <br />COMPACTED CLASS 5 <br />AGGREGATE BASE TO EXTEND <br />UNDER LIMESTONE BENCH (TYP) <br />WSB PROJECT NO.: <br />SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_PAVEMENTS.dwg 3/25/2021 6:04:13 PML7.7 <br />016969-000 <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />AS SHOWN <br />SN <br />CA <br />CA <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:CANDACE C. AMBERG12/04/202040646HUGO LIONS PARK REDEVELOPMENTPROJECTCITY OF HUGO, MNDETAILS <br />016969-000 <br />COLORED CONCRETE BANDS 4 <br />L7.7 <br />STANDARD CONCRETE PAVEMENT1 <br />L7.7 <br />BITUMINOUS TRAIL PAVEMENT2 <br />L7.7 <br />CONCRETE PLAY CURB5 <br />L7.7 <br />REINFORCED CONCRETE PAVEMENT3 <br />L7.7 <br />LIMESTONE BENCH6 <br />L7.7