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INDUSTRIAL GATE HINGESâ„„ OF POSTNOTE <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 />INDUSTRIAL GATE LATCHES <br />1/4'' TO 1/2'' BELOW <br />TOP OF RAIL <br />FABRIC PLACEMENT DETAILâ„„ OF POST55'-0" - (5) EQ. FENCE SECTIONS 10'-0" - GATE SECTION 55'-0" - (5) EQ. FENCE SECTIONS <br />SUBGRADE COMPACTED TO <br />100% STANDARD PROCTOR <br />DENSITY <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 />1 5 8" TOP, MID & <br />BOTTOM RAILS <br />9 GAUGE MESH - INSTALLED ON <br />INTERIOR SIDE OF COURT <br />FENCING (TYP) <br />1 12" BETWEEN BOTTOM RAIL <br />AND TOP OF CONCRETE <br />MAINTENANCE STRIP (TYP) <br />3" DIA. POSTS DRIVEN <br />TO 4'-0" DEPTH <br />BELOW GRADE (TYP) <br />3" DIA. CORNER, END AND GATES POSTS TO <br />BE INSTALLED IN 18" DIA. CONCRETE <br />FOOTING (4000 PSI) TO 60" DEPTH (TYP) <br />24" WIDE X 5" THICK CONCRETE <br />MAINTENANCE STRIP, SEE <br />DETAIL <br />TACK WELD LATCH <br />TO POST TO <br />PREVENT ROTATION <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 />FABRIC TO BE PLACED <br />ON INTERIOR SIDE OF <br />TENNIS COURT (TYP) <br />TOP RAIL <br />2'-9"4'-6" (FV) <br />4' MIN <br />OPENING <br />2'-9" <br />SUBGRADE SHALL BE COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY (TYP) <br />1.5" RAP-FREE TYPE SP 9.5 WEARING <br />COURSE MIX SPWEA240B <br />BITUMINOUS TACK COAT, MNDOT 2357 <br />2.0" TYPE SP 12.5 NON WEAR COURSE <br />MIX SPNWB230C <br />8" COMPACTED DEPTH OF MnDOT 3138 <br />CLASS 5 CRUSHED AGGREGATE BASE <br />COMPACTED TO 100% STANDARD PROCTOR <br />DENSITY WITH 45° EDGES (TYP) <br />Date: <br />Revised: <br />TENNIS & PICKLEBALL <br />1 <br />Date <br />Revised <br />CONC. MAINTENANCE STRIP DETAIL <br />NOT TO SCALE <br />1'-6" <br />0'-9"0'-9" <br />18" <br />12"6"MnDOT 3138 CLASS 5 AGGREGATE TO 6 <br />INCH MIN. COMPACTED THICKNESS TO <br />EXTEND BENEATH CONCRETE <br />MAINTENANCE STRIP (TYP). <br />SLOPE AWAY FROM <br />CONCRETE STRIP <br />1.5'' RAP-FREE WEARING COURSE MIX <br />(SPWEA240B) WHICH SHALL BE FLUSH <br />TO THE TOP OF THE CONCRETE <br />MAINTENANCE STRIP (TYP) <br />1.5'' TYPE BITUMINOUS NON <br />WEAR COURSE MIX <br />(SPWEA230B) (TYP) <br />TACK COAT <br />FENCE POST PLACED 6 <br />INCHES FROM INTERIOR <br />SIDE AND 12 INCHES FROM <br />EXTERIOR TURF SIDE <br />CHAINLINK FENCING INSTALLED <br />ON INTERIOR SIDE OF COURTS <br />(TYP) <br />THERE SHALL BE A CLEAR SPACE OF 11 <br />2" <br />BETWEEN THE TOP OF THE CONCRETE <br />AND THE BOTTOM RAIL/CHAINLINK FENCE <br />FABRIC - THE FABRIC SHALL NOT BE <br />ALLOWED TO TOUCH THE CONCRETE (TYP) <br />SUBGRADE COMPACTED TO 100% <br />STANDARD PROCTOR DENSITY (TYP) <br />CONCRETE FOOTING (4000 PSI) TO 60" <br />DEPTH ON ALL CORNER, END AND GATE <br />POSTS (TYP) <br />1/2" RADIUS EDGES (TYP) <br />18" WIDE x 5" THICK CONCRETE <br />MAINTENANCE STRIP (4000 PSI) <br />WITH LIGHT BROOM FINISH. <br />PLACE CRACK CONTROL <br />JOINTS CENTERED ON EACH <br />POST - REPLACE CONTROL <br />JOINTS WITH 1/2" EXPANSION <br />JOINTS NO GREATER THAN 30' <br />APART - TYP. <br />18" WIDE x 5" THICK <br />CONCRETE MAINTENANCE <br />STRIP (4000 PSI) WITH LIGHT <br />BROOM FINISH. PLACE <br />CRACK CONTROL JOINTS <br />CENTERED ON EACH POST - <br />REPLACE CONTROL JOINTS <br />WITH 1/2" EXPANSION <br />JOINTS NO GREATER THAN <br />30' APART - TYP. <br />ASPHALT COURT WITH <br />COLOR COAT SURFACE <br />(TYP) <br />FENCE POST IN 'BOND <br />BREAKER' SLEEVE <br />CENTERED ON CONCRETE <br />MAINT. STRIP (TYP) <br />CHAINLINK FENCING <br />INSTALLED ON INTERIOR <br />SIDE OF COURT (TYP) <br />60" <br />18" <br />12"6" <br />5"3" <br />6" <br />WSB PROJECT NO.: <br />SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\016969-000\Cad\Plan\016969-000 L-DTLS_COURTS.dwg 3/25/2021 6:04:49 PML7.11 <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 />MAINTENANCE STRIP1 <br />L7.11 <br />TENNIS COURT FENCE AND GATE3 <br />L7.11 <br />BASKETBALL COURT PAVEMENT2 <br />L7.11