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77 <br />a <br />0 <br />N <br />0 <br />N <br />L <br />Ln <br />N <br />M <br />cn <br />Ln <br />U <br />U-)I <br />J <br />J <br />O <br />0 <br />0 <br />0 <br />a <br />U <br />i <br />0 <br />0 <br />0 <br />0 <br />THERE SHALL BE A CLEAR SPACE OF 12" CHAINLINK FENCING <br />BETWEEN THE TOP OF THE CONCRETE INSTALLED ON INTERIOR <br />CHAINLINK FENCING INSTALLED AND THE BOTTOM RAIL/CHAINLINK FENCE SIDE OF COURT (TYP) <br />ON INTERIOR SIDE OF COURTS FABRIC - THE FABRIC SHALL NOT BE <br />(TYP) ALLOWED TO TOUCH THE CONCRETE (TYP) <br />FENCE POST IN 'BOND <br />FENCE POST PLACED 6 1.5" RAP -FREE WEARING COURSE MIX BREAKER' SLEEVE <br />INCHES FROM INTERIOR (SPWEA240B) WHICH SHALL BE FLUSH . . . . . . - - - CENTERED ON CONCRETE <br />SIDE AND 12 INCHES FROM TO THE TOP OF THE CONCRETE WWWWWWWWWWW = � _ _ = MAINT. STRIP (TYP) <br />EXTERIOR TURF SIDE MAINTENANCE STRIP (TYP) <br />TACK COAT ASPHALT COURT WITH <br />1/2" RADIUS EDGES (TYP) WWWWWWWWWWW - =--- -- COLOR COAT SURFACE <br />1.5" TYPE BITUMINOUS NON W W W W W _-_ _ - (TYP) <br />SLOPE AWAY FROM 18" ' WEAR COURSE MIX WWWWWWWWWWW ==-_ -- <br />CONCRETE STRIP 12" 6" (SPWEA230B) (TYP) WWWWWWWWWWW - _ - _-- <br />18" WIDE x 5" THICK <br />W W W W W W W W W W W -- CONCRETE MAINTENANCE <br />W W W W W STRIP (4000 PSI) WITH LIGHT <br />18" WIDE x 5" THICK CONCRETE W- 5" 3 WWWWWWWWWWW BROOM FINISH. PLACE <br />MAINTENANCE STRIP (4000 PSI) 611 WWWWWWWWWWW CRACK CONTROL JOINTS <br />WITH LIGHT BROOM FINISH. a W w W w W w W w W w W CENTERED ON EACH POST - <br />PLACE CRACK CONTROL ° WWWWWWWWWWW REPLACE CONTROL JOINTS <br />JOINTS CENTERED ON EACH a W W W W W W WITH 1/2" EXPANSION <br />POST - REPLACE CONTROL JOINTS NO GREATER THAN <br />JOINTS WITH 1/2" EXPANSION 30' APART - TYP. <br />JOINTS NO GREATER THAN 30' ' MnDOT 3138 CLASS 5 AGGREGATE TO 6 1211 <br />APART-TYP. INCH MIN. COMPACTED THICKNESS TO <br />60" EXTEND BENEATH CONCRETE <br />MAINTENANCE STRIP (TYP). 18" <br />LJ SUBGRADE COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY (TYP) <br />a <br />° 1 4 CONCRETE FOOTING (4000 PSI) TO 60" <br />° DEPTH ON ALL CORNER, END AND GATE <br />POSTS (TYP) <br />X 0'-9" <br />1'-6" <br />wsb <br />MAINTENANCE STRIP <br />55'-0" - (5) EQ. FENCE SECTIONS <br />CONC. MAINTENANCE STRIP DETAIL <br />NOT TO SCALE <br />10'-0" -GATE SECTION <br />2'-9" 1 4'-6" (FV) 2'-9" <br />4' MIN <br />OPENING <br />55-0" - (5) EQ. 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POSTS RIVEN <br />I VL/LI I I I <br />BELOW GRADE (TYP) <br />3" DIA. CORNER, END AND GATES POSTS TO —JV <br />BE INSTALLED IN 18" DIA. CONCRETE <br />FOOTING (4000 PSI) TO 60" DEPTH (TYP) <br />TENNIS & PICKLEBALL <br />Date' <br />Date <br />Revised. 1 <br />Revised <br />FURNISH AND INSTALL 2" <br />WELDED GATE FRAME WITH 9 <br />GA. CHAINLINK FABRIC, <br />INDUSTRIAL HINGES AND <br />LATCH (TYP) - CENTER GATE <br />BETWEEN POSTS AS <br />INDICATED <br />9 GAUGE MESH - INSTALLED ON <br />INTERIOR SIDE OF COURT <br />FENCING TYP <br />24" WIDE X 5" THICK CONCRETE <br />_ MAINTENANCE STRIP, SEE <br />DETAIL <br />_I- <br />11I 1 Y2" BETWEEN BOTTOM RAIL <br />—� AND TOP OF CONCRETE <br />III- MAINTENANCE STRIP (TYP) <br />=III_ <br />F SUBGRADE COMPACTED TO <br />II- 100% STANDARD PROCTOR <br />DENSITY <br />NOTE <br />1. FENCE ELEVATION SHOWN INDICATES SIDE WITH THE COURT GATE. REMAINING SIDES OF AS PER DETAIL WITH POSTS <br />EQUALLY SPACED NO GREATER THAN 10'-0" APART (REFER ALSO TO LAYOUT PLANS). <br />2. ALL INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM AND INDUSTRY STANDARDS FOR CHAINLINK FENCING AND SHALL <br />INCLUDE ALL FITTINGS, TENSION BANDS/BAR/WIRES, BRACES, CONNECTORS, POST CAPS, AND OTHER APPURTENANCES. <br />ALL METAL MATERIALS SHALL BE GALVANIZED. ALL WELDED JOINTS AND/OR TACK WELDS SHALL BE GROUND SMOOTH, <br />CLEANED W/SOLVENT, AND REFINISHED WITH COLD GALVANIZING SPRAY IN ACCORDANCE WITH ASTM STANDARDS. <br />3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION <br />1.5" RAP -FREE TYPE SP 9.5 WEARING <br />COURSE MIX SPWEA240B <br />— BITUMINOUS TACK COAT, MNDOT 2357 <br />F2.0" TYPE SP 12.5 NON WEAR COURSE <br />MIX SPNWB230C <br />�I. IJ.II.I %I.IJ.II.II.IJ.II.IJ.%I.IJ.II. IJ.IJ II. IJ.II. IJ. %I. IJ. �. <br />8" COMPACTED DEPTH OF MnDOT 3138 <br />CLASS 5 CRUSHED AGGREGATE BASE <br />COMPACTED TO 100% STANDARD PROCTOR <br />DENSITY WITH 450 EDGES (TYP) <br />SUBGRADE SHALL BE COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY (TYP) <br />BASKETBALL COURT PAVEMENT <br />INDUSTRIAL GATE HINGES <br />TACK WELD LATCH <br />TO POST TO <br />PREVENT ROTATION <br />FABRIC PLACEMENT DETAIL <br />DRILL HOLE IN POST TO ALLOW <br />BOLTS TO BE TIGHTENED TO <br />PREVENT HINGE ROTATION - <br />(3) HINGES REQUIRED PER <br />TENNIS GATE <br />INDUSTRIAL GATE LATCHES <br />TOP RAIL <br />1/4" TO 1/2" BELOW <br />TOP OF RAIL <br />FABRIC TO BE PLACED <br />ON INTERIOR SIDE OF <br />TENNIS COURT (TYP) <br />wsb <br />WSB PROJECT NO.: <br />016969-000 <br />SCALE: <br />AS SHOWN <br />PLAN BY: <br />SN <br />z <br />_O <br />U5 <br />W <br />z <br />0 <br />U <br />w <br />0 <br />w <br />Q <br />0 <br />0 <br />z <br />z <br />O } <br />w <br />U_ w _ <br />`L❑� <br />z0� <br />w�❑w <br />d Q ❑ <br />z°Q=Z)d <br />Q :E — U O <br />J <br />Un 0 m = H Z <br />_ U Z <br />z <br />Q <br />= w Z a 0 <br />0 <br />} a o Q Wu <br />U <br />Q ❑ U) <br />w <br />�wQw <br />a J = <br />U 0� ❑ <br />>- O co w <br />m w � O <br />wwUZU) <br />Lu <br />_ Q� (If U Q <br />O ❑ J J <br />z <br />LLu <br />G <br />O <br />J <br />LI <br />Lu <br />0 <br />LI <br />U <br />0� LI <br />O <br />Q � <br />U) <br />z <br />O <br />J <br />O <br />D <br />DESIGN BY: <br />CA <br />CHECK BY: <br />CA <br />z <br />O <br />V <br />D <br />LL <br />O <br />A, <br />u <br />DETAILS <br />O <br />N <br />0 <br />N <br />0 <br />N <br />w <br />H <br />Q <br />- <br />TENNIS COURT FENCE AND GATE <br />C.P <br />016969-000 <br />SHEET <br />L7.11 <br />