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77 <br />a <br />M <br />0 <br />N <br />0 <br />N <br />U) <br />M <br />H <br />N <br />z <br />w <br />7- <br />w <br />L <br />a <br />a <br />' <br />J <br />0 <br />J <br />0 <br />0 <br />0 <br />0 <br />a <br />U <br />0 <br />0 <br />0 <br />0 <br />.. <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 />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 />CONCRETE (REFER TO PLANS FOR <br />THICKNESS) WITH LIGHT BROOM <br />FINISH <br />PLAN VIEW <br />TRAILS SHALL HAVE A 1.5% CROSS -SLOPE IN <br />DIRECTION OF POSITIVE DRAINAGE UNLESS <br />INDICATED OTHERWISE - REFER TO GRADING PLAN <br />1.5" TYPE SP 9.5 WEARING COURSE MIX (2,B) <br />SPWEA240B (NOT TO EXCEED 10% RAP) <br />BITUMINOUS TACK COAT, MNDOT 2357 <br />1.5" TYPE SP 12.5 NON WEAR COURSE MIX <br />(2,B) SPNWB230B <br />ASPHALT TO HAVE 45 <br />DEGREE TAMPED EDGES <br />L 6" COMPACTED DEPTH OF MnDOT 3138 <br />CLASS 5, 5Q OR 6 CRUSHED AGGREGATE <br />CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) BASE COMPACTED TO 100% STANDARD <br />TOPSOIL 1/4" RADIUS OUTSIDE EDGE (TYP) PROCTOR DENSITY TO EXTEND 6 INCHES <br />BEYOND EDGE OF TRAIL (TYP) <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 />COMPACTED SUBGRADE (TYP) <br />CONCRETE SECTION VIEW <br />Concrete Pavement <br />CONCRETE Date <br />NOT TO SCALE Date <br />Revised: 1 <br />Revised <br />STANDARD CONCRETE PAVEMENT <br />PLACE 1/2" EXI <br />JOINT BETWEEN DI <br />PAVEMENTS (TYP) - <br />JOINT FILLER <br />JOINT <br />CONTROL JOI <br />LOCATION (T' <br />LI <br />10' 11' <br />F <br />4' <br />LLIMIMIL <br />.1MIMIN <br />-MIMIJ <br />WITHIM <br />I <br />11MIMLINININ <br />5' <br />'ANSION <br />=FERING <br />RECESS <br />AND USE <br />)EALANT <br />5' <br />4.5' <br />t <br />6.5'= <br />4' <br />4' <br />1 <br />L L__LL I I L I I <br />5' <br />NT <br />YP) 8' <br />I I <br />I <br />I <br />I LLLLLLLLiL <br />Ld <br />I <br />6.5' <br />I 1 <br />1.5' <br />5' <br />18' <br />SUBGRADE SHALL BE COMPACTED TO <br />100% STANDARD PROCTOR DENSITY (TYP) <br />Bituminous Pavement <br />3" HEAVY DUTY BITUMINOUS Date <br />NOT TO SCALE 04i28i2020 <br />wsb Revised 2 <br />Revised <br />BITUMINOUS TRAIL PAVEMENT <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 />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 />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 />REBAR TO BE PLACED A <br />MIN. 2.5" FROM EDGE OF <br />CONCRETE (TYP) <br />S . <br />o <br />1/2" RADIUS EDGES <br />[TOP OF ADJACENT SOIL <br />GRADE TO BE LEVEL WITH <br />TOP OF PAVEMENT <br />5" <br />COMPACTED SUBGRADE (TYP) <br />6" DEPTH OF 100% CRUSHED <br />LIMESTONE CLASS 5 <br />AGGREGATE BASE COMPACTED <br />TO 100% SPD <br />Pavement <br />REINFORCED CONCRETE Date <br />NOT TO SCALE Date <br />Wsb Revised:1 <br />Revised <br />REINFORCED CONCRETE PAVEMENT <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 />V\JIvII / \J 1 LLJ VLnVI.J %J <br />AGGREGATE BASE TO EXTEND <br />UNDER LIMESTONE BENCH (TYP) <br />^'^" EXPANSION JOINT <br />RECESSED FILLER <br />OINT SEALANT <br />SENT CONCRETE TO <br />AID UP TO EDGE OF <br />)TONE BLOCK WHERE <br />MEET <br />D <br />(TYP) <br />•�•�•�•Ilil•il•I�I•II� <br />CONTROL JOINT NOTE: <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 />PLAY AREA SURFACING AND BASE BY OTHERS - <br />COORDINATED EFFORTS WITH SURFACE INSTALLER <br />- 1/4" INSIDE RADIUS EDGE TO BE REPLACED <br />WITH CHAMFERED EDGE IN LOCATIONS <br />ADJACENT TO POURED IN PLACE RUBBER <br />6"X12" CONCRETE PLAY AREA CURB WITH REBAR - <br />NOTE: CONTRACTOR HAS OPTION TO CONSTRUCT <br />THE WALK WITH AN INTEGRAL CURB <br />Y2" EXPANSION JOINT <br />1/2" DIA. X 6" LONG SLIP DOWEL <br />(COORDINATE WITH PLAYGROUND <br />SURFACING INSTALLER) <br />a - • -a <br />h ° <br />• < a ADJACENT WALK <br />0 o WHERE <br />rbb APPLICABLE <br />COMPACTED SUBGRADE <br />4" SOLID PIPE TO DAYLIGHT OR <br />AS INDICATED ON PLANS <br />PLAY AREA SUBGRADE TO BE <br />ESTABLISHED BY SITE CONTRACTOR <br />4" DIA. PERFORATED DRAINTILE IN <br />ROCK TRENCH - REFER TO PLANS FOR <br />LOCATIONS AND INVERT ELEVATIONS <br />8" MIN. WIDTH OF CRUSHED CLEAN <br />AGGREGATE TRENCH FOR DRAINTILE (MIN. <br />2" BELOW AND ALONG SIDES OF PIPE) <br />wl;b <br />WSB PROJECT NO.: <br />016969-000 <br />SCALE: <br />AS SHOWN <br />PLAN BY: <br />SN <br />z <br />0 <br />0 <br />U <br />U) <br />tL <br />w <br />Q <br />0 <br />0 <br />z <br />z <br />o>- <br />w <br />U_ w _ <br />`L❑z�0� <br />w=❑w <br />d 0 Q ❑ <br />zyjQ�d <br />Q :E - U O <br />J <br />U 0 2 ~ Z <br />_LU U Z <br />2 ❑ 2i <br />z <br />=wQ J_ <br />za- <br />}aOQW <br />U <br />pz Q 5;❑ U) <br />w�wQw <br />U � 5 <br />J = <br />�0co <br />mw�v,0 <br />wwUZU) <br />(ifS LU (IfU Q <br />O ❑ J J <br />z <br />Lij <br />G <br />0- <br />0 <br />J <br />LLI <br />LLJ <br />0 <br />Lu U <br />0� LLI <br />O <br />Q 0— <br />U) <br />z <br />O <br />J <br />rO <br />V <br />DESIGN BY: <br />CA <br />CHECK BY: <br />CA <br />co <br />of <br />w <br />m <br />Q <br />U <br />w <br />U <br />Q <br />z <br />Q <br />U <br />Cz <br />G <br />O <br />V <br />D <br />LL <br />O <br />A, <br />u <br />DETAILS <br />C.P <br />co <br />ro <br />0 <br />v <br />0 <br />Z <br />U_ <br />J <br />0 <br />N <br />O <br />N <br />0 <br />SHEET <br />COLORED CONCRETE BANDS <br />LIMESTONE BENCH <br />CONCRETE PLAY CURB <br />016969-000 <br />L7.7 <br />