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AD1..\..\..\..\..\1symbols\dan sigs\jay's sig.jpgATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DETAILS0V1123087DCRJRP0.0130.0500.1200.3000.0260.1200.3003.5103.6600.300.8500.7000.5913.3093.2850.9140.7624.1103.9603.6600.1503.6100.0500.050EXTERIOR RAIL LINE3.6600.1270.3000.3003.5100.2001.6301.6300.2000.1004.1103.2100.150DE 0.85 A 0.300.7003.6600.1500.1503.9600.8500.7620.9140.8501.1000.6000.6003.6603.6600.1500.1500.8503.9600.6000.6000.6003.6601.1000.1500.7500.5000.7320.7320.7320.7320.7320.914ADJUSTMENT POSTSUPPORT POSTBARPOSTS FULL POUR 25 mm THICKFULL POUR 13 mm THICK5 cm ASPHALTCONCRETE SLAB RATED @ 200 kg/cm2 ASSEMBLED WITH3/8" REBAR @ 12 cm BOTH DIRECTIONSREBAR # 3 @ 12 cmBOTH WAYSBLACKPAINTSECTIONWHITEPAINTSECTIONVIEW HURDLEBAR DETAILFOOTINGDEPTHBAR3.6603.897MEN'S OBSTACLE HEIGHTWOMEN'S OBSTACLE HEIGHTPROYECCIÓN BARRA DE SALTO4.4002.4000.8000.800LEVEL OF ANCHORAGEANGLE OF 1-1/2"x1/8BY 30 cmLONGITUDE0.2960.2550.2963.0000.4300.6081.962HOLES 7/16"HOLES 7/16"0.2400.4000.2190.2000.4000.5080.6000.4000.200COATING BASED ON PINE WOOD,FIXED TO STEEL STRUCTURE, SEALED,WITH POLYURETHANE PAINT FINISH INWHITE (CONFIRM COLOR W/ OWNER)METALLIC STRUCTURE,FINISHED IN ANTICORROSIVEPRIMER AT 1.5 mm THICKBARADJUSTMENT POSTSUPPORT POSTLOCKING BOLTNOTE:IT IS ADVISABLE TO FIX THE BOLTS TOSUPPORT POST BY CHAINSTO AVOID THEFT.OVERLAP LENGTH60.0 cm MIN. RECESS LENGTH0.5080.6000.4000.200FASTENING COVERED WITH SEALED NAILSBEFORE PAINTING APPLICATIONPINE WOOD COATING FIXED TOSTEEL STRUCTURE, SEALED WITHPOLYURETHANE. PAINT FINISH INWHITE (CONFIRM W/ OWNER)METALLIC STRUCTURE,FINISHED IN ANTICORROSIVEPRIMER AT 1.5 mm THICKEXTERIOR RAIL LINEWHITEPAINTSECTIONBLACKPAINTSECTIONBLACKPAINTSECTIONHURDLE SLEEVE COVERHURDLE SLEEVE COVERDRAIN VALVE COVER W/DRAIN VALVE BODY &COMPONENTSCONCRETE STAIRS -BUILDING ADDITION #1SECTION VIEWPLAN VIEWNOTES:1. VERIFY ELEVATIONS IN FIELD.2. HANDRAIL SHALL CONFORM TO ADA AND STATE OF MINNESOTA BUILDING ACCESSSURVEY STANDARDS.3. HAND RAIL SHALL RECEIVE 2 COATS OF PRIMER AND 2 COATS OF FINISH COLOR ASAPPROVED BY ARCHITECT.1'-3"1'-11"WIDTH VARIES2'-0"1'-0"#4 REBAR (TYP)#4 REBAR 16" O.C. EACH WAY (TYP)SECTION VIEWAPPROXIMATELY 10' (FIELD VERIFY)TREAD REINFORCEMENT#3 REBAR CONTINUOUSNOSING BAR @ 16" O.C.WELD AND GRINDSMOOTH JOINTS(TYP)ALL HANDRAIL SHALLBE 1-1/2" O.D. STD. PIPE27.925.9CAULKED EXPANSION JOINTSTAIR NOSING (TYP)4C2.33C2.3WELD HANDRAIL POST TOSURFACE MOUNT PLATE(TYP.)#4 REBAR @ 3" FROM BOTTOMAND EDGE OF FOOTING (TYP)CAULKEDEXPANSION JOINTPREPAREDSUBGRADE#4 CONTINUOUS REBAR (TYP)#4 REBAR @ 12" O.C.SURFACE MOUNT(TYP.)12"(TYP)6"1'-0"R2" (TYP)4"(MIN)1'-0"12" MIN.2'-0"1'-0"712"6"2'-0"1'-0"WIDTH VARIES15"APPROXIMATELY 10'(FIELD VERIFY)CENTER OF HANDRAILTO CENTER OFHANDRAILHANDRAILSTAIR NOSING REFERTO SPECSCAULKED EXPANSION JOINTCAULKEDEXPANSION JOINT3'-0"ALIGN RAILING WITHSTEPSALIGN CONCRETE WITHOUTSIDE OF WALL - FIELDVERIFY EXACT LOCATION1% SLOPESAND BASE8" WIDE CONCRETE CURB8" WIDE X 14" DEEPCONCRETECURB(SLOPE TO MATCHTOP OF STEPS)CONCRETE CURB3C2.3CONCRETE STEPS6"1'-6"2% SLOPE3/4"5'2% SLOPE1% SLOPE5'CONCRETE WALKEXPANSION JOINTEXPANSION JOINTCONCRETE WALKPREPARED SUBGRADE4" SAND BASE#4 REBAR @ 12" O.C. (TYP)#4 CONTINUOUS REBAR (TYP)5" CONCRETE3C2.33C2.329.328.3LONG / TRIPLE JUMP PIT6"25.0' LONG X 9.0' WIDER1"R1"WASHEDSAND FILL(15" DEPTH)SAND SUBBASE6" WIDE CONCRETE CURBPROVIDE WHITE PAINTED STRIPES AT 8', 24', 28', 32',AND 36' FROM LANDING PIT (SAND) - VERIFY WITHSCHOOL A.D. / TRACK COACH PRIOR TO MARKING6" DRAIN TILE WITH MIN. 3" PEA ROCK SURROUNDAND WRAPPED IN GEOTEXTILE FABRIC - REFERTO PLAN FOR LOCATION AND INVERT1'-4"UTILITY TRACERWIRE (TYPICAL)6" DRAIN TILE WITH MIN. 3" PEA ROCK SURROUNDAND WRAPPED IN GEOTEXTILE FABRIC - REFERTO PLAN FOR LOCATION AND INVERTUTILITY TRACERWIRE (TYPICAL)BOTTOM ELEVATION OF SAND SUBBASE =LIMITS OF CURB / FIELD EVENT PAVEMENT48"1C2.3C2.32STEEPLE CHASELANE GATESSAND CATCHES AT JUMP PIT