Laserfiche WebLink
PLAY SAND <br />8-12" DEPTH (REFTER TO PLANS FOR LOCATIONS) z" INSIDE RADIUS, TYP. <br />CERTIFIED ENGINEERED WOOD FIBER RESILIENT (2) #4 REBAR - REPLACE WITH %" x 18" STEEL SLIP <br />SURFACING, SEE NOTE BELOW DOWELS AT EXPANSION JOINT LOCATIONS (TYP) <br />- -- rr-r <br />-- - ------------- ------ - GEOTEXTILE 1, <br />----------------------------�--_ - � ;.- 2` 4 THICKCONCRETEWALK <br />----------------------------- <br />-__-----------------_--_------_-------- <br />12"MIN.-------------------- --- --- - --- SEE DETAIL t <br />_:. <br />e <br />/- / ✓ / /r � r.��/ PLAY AREA SUBGRADE WITH GEOTEXTILE 12" MIN. i' CLASS 5 AGGREGATE BASE <br />' FABRIC /✓ <br />/ / ///./ / ! �� ✓/ c l PLAY AREA SUBGRADE / ✓J r <br />!i.✓.!/;n.r,/!!,.il/ r/,!•. rlr.lr %: j/{r e.x�r <br />STANDARD PROCTOR DENSITY [. %i �!4�1� 1•y i sr •iiy/ry\: <br />NOTE: <br />1. CERTIFIED ENGINEERED WOOD FIBER RESILIENT SURFACING <br />SYSTEM TO BE FURNISHED AND PLACED TO A MINIMUM OF 12 <br />INCH COMPACTED DEPTH - COMPLETE, INCLUDING WOOD FIBER, <br />GEOTEXTILE FABRIC AND ANY DRAINAGE AGGREGATE. FINAL <br />DEPTH TO BE BASED ON MANUFACTURER'S RECOMMENDATIONS <br />TO MEET THE FALL HEIGHTS OF PLAY EQUIPMENT AS PER ASTM <br />AND CPSC REQUIREMENTS. SEE PLANS. <br />ENGINEERED WOOD FIBER SURFACING <br />L6.3 NTS <br />SAND, }" BELOW CURB <br />2" RADIUS, BOTH SIDES <br />(2) #4 REBAR - REPLACE WITH %" x 18" STEEL SLIP <br />DOWELS AT EXPANSION JOINT LOCATIONS (TYP) <br />12" x�6" CONCRETE CURB <br />6" DEPTH TOPSOIL (" BELOW CURB), LOWER <br />TOPSOIL DEPTH BY 4" TO ACCOMMODATE <br />` r HARDWOOD MULCH IN PLANTING BEDS <br />I <br />PLAY AREA r— i /r � SUBSOIL BACKFILL <br />SUBGRADE <br />SUBGRADE COMPACTED TO 100 <br />STANDARD PROCTOR DENSITY <br />C3 PLAY CURB <br />L6.3 NTS <br />12" DEPTH CERTIFIED ENGINEERED WOOD FIBER <br />RESILENT SURFACING SEE DETAIL 11 SHEET L6.3 <br />MnDOT 3733 TYPE 1 GEOTEXTILE FABRIC <br />..................:. <br />INSTALLED AROUND THE ENTIRE TRENCH (TYP) <br />3" MIN. <br />_ <br />- -- - <br />PLAY AREA SUBGRADE SHALL BE SLOPED TO <br />:OVERLAP: <br />DRAIN TOWARD THE DRAINTILE TRENCH (TYP) <br />— 8" WIDE AGGREGATE TRENCH CONTAINING MnDOT <br />3149.2H COARSE FILTER AGGREGATE AROUND THE <br />\, <br />DRAINTILE PIPE- PROVIDE A MIN. 2" DEPTH UNDER <br />AND AROUND BOTH SIDES OF THE PERFORATED <br />;.i <br />DRAINAGE PIPE (TYP) - USE THIS ONLY WITHIN PLAY <br />DEPTH ARIES 3j <br />t (✓'i <br />AREA AND PLANTING BEDS, DO NOT INCLUDE IN <br />SEE PLANS r <br />AREAS BENEATH PAVEMENT OR TURF <br />FOR INV. ELEV / <br />2" MIN, =: • <br />/:?;;;5'i3�� <br />4" DIA. PERFORATED FLEXIBLE DRAINTILE WITH <br />TRACER WIRE AND MnDOT 3733 TYPE 1 <br />GEOTEXTILE FILTER <br />'' <br />Sint'>.::.i: <br />r"✓ 8 ^ ?' ` '�^�f <br />.... ,. >rT5'-:;i : -y::r ;-�✓r/',�-> <br />O PLANSFOR INVERT ELEVATIONS AND INCLUDE <br />ALL REQUIRED CONNECTIONS, END CAPS, AND <br />OTHER RELATED APPURTENANCES (TYP) <br />4 DRAINTILE AT SAND PLAY AREA <br />L6.3 NTS <br />GEOTEXTILE FABRIC ' <br />SUBGRADE COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY <br />NOTE: <br />CONTRACTOR OPTION TO POUR SEPARATELY. <br />12"x6" #4 BAR @18' O.C. IF SEPARATE POURS <br />OCCURS. <br />2 THICKENED CONCRETE EDGE AT SAND PLAY AREA <br />L6.3 NTS <br />NOTES: <br />CRACK CONTROL JOINTS SHALL BE <br />PLACED AT ALL CORNERS AND <br />INTERSECTIONS OF THE PLAY AREA <br />CURB WITH JOINTS EQUALLY SPACED IN <br />BETWEEN CORNERS AND <br />INTERSECTIONS ALONG ALL SECTIONS <br />OF CURB AT 10' MAXIMUM INTERVALS <br />AND SHALL EXTEND TO 1/3 THE DEPTH <br />OF THE CONCRETE. REPLACE CRACK <br />CONTROL JOINTS WITH 1/2" EXPANSION <br />JOINTS AT 30' MAXIMUM INTERVALS. <br />ONE PIECE SDR - 35 <br />CLEANOUT RISER <br />(SIZE AS PER PLAN) <br />HUB WITH THREADED <br />CAST IRON PLUG - PLUG <br />TO BE SET 2" BELOW <br />FINISHED GRADE <br />PLAN VIEW <br />4" DIA. SDR-35 "Y" <br />SECTION <br />4" DRAINAGE PIPE- SEE <br />4" DIA. SDR-35 "Y" PLANS FOR ADDITIONAL <br />SECTION INFORMATION <br />FINISHED GRADE ELEVATION iOR SUBGRADE OF PLAY CONTAINER] - REFER TO PLANS <br />NOTE: SOLVENT WELD ALL JOINTS <br />(NON-GASKETED) <br />HUB WITH THREADED <br />CAST IRON PLUG <br />ONE PIECE SDR-35 <br />CLEANOUT RISER SLOPE AS PER PLANS <br />(SIZE AS PER PLAN) — <br />4"*DRAINAGEPIPELANS FOR <br />ADDITIONAL INFORMATION <br />SECTION VIEW <br />NTS <br />CLEANOUT <br />V V s� <br />WSB PROJECT NO.: <br />013222-000 <br />SCALE: DESIGN BY: <br />AS SHOWN CA <br />PLAN BY: CHECKBY: <br />KR CA <br />z <br />O <br />Lu <br />W <br />w <br />I <br />Z. <br />F� <br />V W�F <br />Lu=Ow <br />aV< <br />< ~ ~V <br />ay wn <br />V O <br />W z <br />z <br />�wR <br />�z <br />¢a <br />w <br />n <br />wLL <br />o <br />Fa OQw <br />>> V <br />LL yN VJF <br />QZ <br />w <br />cl <br />U (Cj�F <br />U <br />m0 <br />ww�a <br />waw <br />to <br />= U <br />0 <br />DETAILS - PLAY <br />C.P. SHEET <br />xxxxxxx L6.3 <br />