Exhibits J, Grade Crossings Standards Manual - Metrolink

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NOTES:1. A DUPLEX SYSTEM (PAINT OR POWDER COAT OVER GALVANIZING) SHALL BE USED FOR THESWING GATE ASSEMBLY AND HAND RAILING. AFTER FABRICATION AND SURFACE PREPARATION,THE SWING GATE ASSEMBLY AND HANDRAILING SHALL BE HOT-DIP GALVANIZED INACCORDANCE WITH ASTM A123 (PRODUCTS) AND A153 (HARDWARE). COATING WHICH HAS BEENSHOP OR FIELD CUT, BURNED BY WELDING OR DAMAGED SHALL BE REPAIRED OR RE-COATEDIN ACCORDANCE WITH ASTM A780.2. AFTER CLEANING AND PROFILING GALVANIZED SURFACE IN ACCORDANCE WITH ASTM D6386,THE SWING GATE ASSEMBLY AND HANDRAILING SHALL BE PAINTED OR POWDERCOATED WITHA ZINC-RICH PRIME COAT, HIGH PERFORMANCE FIRST COAT AND ACRYLIC TOP COAT. THEPAINT COLOR SHALL BE FEDERAL COLOR NO. FS34092 UNLESS NOTED OTHERWISE.TYP2"x3"x " NEOPRENERUBBER GASKET2" DIA. x 40 STD STEELPIPE GATE FRAM" 21"4"x3"x "STEEL PLATE" 21TYP3" DIA. x 40 STDSTEEL PIPE SUPPORT2" DIA. x 40 STDSTEEL PIPE GATEFRAMEDETAILTYP" 21"" 24"x3"x "STEEL PLATE3" DIA. x 40 STDSTEEL PIPE SUPPORT2"x3"x " NEOPRENERUBBER GASKETTYP-NOT TO SCALEC33’-9 4"C1’-4"1’-0" 1’-0"2" DIA. x 40 STD STEELPIPE GATE FRAME316" STEEL PLATE WELDEDON TOP OF GATE POSTSTEEL PLATE3"3’-0"1" DIA X 40 STDSTEEL PICKETS@ 4" O.C.4"6"TES4002-021’-2"FONT TYPEPER ES3301-021’-2"4" DIA.14SYMBOL COLOR:RED1-2’-0"SIGN4323’-0"---3APPROACH SIDE1" DIA. x 40 STD.STEEL PICKETS3" DIA. x 40 STDSTEEL PIPE SUPPORT1’-6"SILKSCREENEDCOPY COLOR:BLACK-EMERGENCY EXIT GATESCALE: 3 4 " = 1’-0"EXISTING GRADE ANDFINISHED SURFACE6"9"2" CAPHEIGHT1"1’-0"8"74"14"13 1COPY COLOR:BLACKMATCH EXISTING GRADEAND FINISH SURFACE.RESTORE CROSSWALKTO MATCH EXISTING6" 2’-0"2’-6" SQ.OR DIA*NOTES:MAY BE MOUNTED ON SEPARATE POST1. 3M EXTERIOR GRADE VINYL DIE CUT SHEETING,COLOR: WHITE2. SEAL SIGN WITH TRANSPARENT ANTI-GRAFFITTI FILM.3. FOR ADDITIONAL SIGN DETAILS SEE ES3318 AND ES3319.1’-2"8"1"52"11BACKGROUND COLOR:REFLECTIVE WHITEPANEL " THICKPAINTED ALUMINUMSSWING GATE DETAILS12" DIA. x 2’-6" DEEPCONCRETE FOOTING2-APPROACH SIDEENTRY/EXIT GATE4-TRACK SIDE EMERGENCY EXIT GATEAND ENTRY/EXIT GATE-SCALE:1 1 2 " = 1’-0"SCALE: 3 4 " = 1’-0"SCALE: 3 4 " = 1’-0"PRE-FINAL SUBMITTALREVISIONS- - - - -REV. DATEDESCRIPTIONDES. ENG.DRAWN BY: A. CARLOS DATE:12/12/09APPROVED BYMANAGER: CIVIL ENGINEERINGDIRECTOR OF ENGINEERING AND CONSTRUCTIONTHE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITYOR ITS OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLEFOR THE ACCURACY ORCOMPLETENESS OF THISPLAN SHEETSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREET, 26TH FLOORLOS ANGELES, CALIFORNIA 90017ENGINEERING STANDARDSPEDESTRIAN SWING GATE DETAILSSTANDARDSCALE:4002AS NOTEDREVISION SHEET0 1 OF 2CADD FILE:ES4002-01
DATE:3" DIA. x 40 STDGALVANIZED STEELPIPE GATE POST"4"x4"x "HALF SHELL3"x3"x "HALF SHELL"FULL LENGTH(TYP, U.N.O.)1.75" DIA.NOTES:1.2.HINGE SLEEVE GRADE OF STEEL TO BE ASTM A441HARDENED STEEL.ALL HINGE SLEEVE DIMENSIONS ARE IN INCHES UNLESSOTHERWISE NOTED.3.HINGE SLEEVE MACHINING SHALL BE PRECISION TO THENEAREST THOUSANDTH OF AN INCH (0.001).4.ROTATING CURVED CONTACT SURFACES OF HINGESLEEVE, (CURVE SURFACES ’B’ AND ’A’) TO BE POLISHED." 30"" ZERK FITTING2" DIA. x 40 STD SCH.GALV. STEEL PIPEGATE FRAMEO.77" DIA5.CONSTRUCT AND ASSEMBLE ONE GATE FOR TESTING, SCRRATO WITNESS GATE TESTING AND APPROVE GATE OPENINGAND CLOSING OPERATION BEFORE ANY WORK DONE ATANY STATION PEDESTRIAN CROSSING. IF GATE OPERATIONIS NOT APPROVED BY SCRRA, MODIFY GATE AND GATEHINGE AS NECESSARY AND REPEAT TESTING UNTIL GATEOPERATION IS APPROVED BY SCRRA.21 "2 "2"6FORCE REQUIRED TO OPERATE SHALL BE 22N (5 LBS) MAX." x 30" BENT PLATE1"x30"x " NEOPRENERUBBER EPOXY ON FLANGEOF BENT PLATEV1-1 "1 "184"5 "2"" DIA. x 7" LONG ASTM A325 BOLT.THREAD 1 ". BOLT HEAD SHALL BE 1 " MIN.1 "1"5"45^CURVE "A"V2-CURVE "B" SAME AS "A"EXCEPT REVERSE IMAGEC LOUTER SURFACE OFUPPER SLEEVE HINGE0.235"1"0.875"0.753"0.630" "2"x3"x " PL2" DIA. x 40 STD.GALV. STEEL PIPEGATE FRAME" ZERK FITTING.5"ACURVE-BCURVE0.188"0.141"0.094"0.047"0.508"0.385"4"x4"x "HALF SHELLSTRAIGHTSURFACEAT 45^INCLINATION45^3"x3"x "HALF SHELL2" DIA. "TACK WELDNUT TO BOLT0.77" DIA.OUTER SURFACE OFLOWER SLEEVE HINGEEDGE OF 0.77ANGULAR HOLECL" ZERK FITTINGSTEEL PIPEGATE POST2"x3"x " PL" 3TYPSWING GATE HINGE DETAILSHINGE SLEEVE DETAILSHINGE SLEEVE CURVE DETAILCURVE "B" SAME AS "A"EXCEPT REVERSE IMAGETDETAIL TUDETAIL UVDETAIL V1 & V2- --PRE-FINAL SUBMITTALREVISIONS- - - - -REV. DATEDESCRIPTIONDES. ENG.DRAWN BY:A. CARLOS 12/12/09APPROVED BYMANAGER: CIVIL ENGINEERINGDIRECTOR OF ENGINEERING AND CONSTRUCTIONTHE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITYOR ITS OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLEFOR THE ACCURACY ORCOMPLETENESS OF THISPLAN SHEETSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREET, 26TH FLOORLOS ANGELES, CALIFORNIA 90017ENGINEERING STANDARDSPEDESTRIAN SWING GATE DETAILSSTANDARDSCALE:REVISION SHEETCADD FILE:4002NONE0 2 OF 2ES4002-02
Page 4 and 5: NOTES:PEDESTRIAN CROSSING SHOULD PR
Page 6 and 7: 5’-0" MIN.6"(TYP)(TYP)NOTES:VEHIC
Page 8 and 9: 2’-0" WIDE STOP LINEAT RIGHT ANGL
Page 10 and 11: NOTES:1. THESE STANDARDS ARE NOT IN
Page 12 and 13: 2’-0" WIDE STOP LINEAT RIGHT ANGL
Page 14: 10’-0"(TYP)10’-0"10’-0"(TYP)(
Page 19 and 20: LEGEND:G20-2100’ MAX. EXTENDED BU
Page 23 and 24: 10’ LONG 2 LB. PER LINEAL FOOT GA
Page 25 and 26: iINST ALL OMNI-DIRECTIONALELECTRONI
Page 27 and 28: FLASHING LIGHT SIGNALS WITH ENTRANC
Page 29 and 30: ICANTILEVER FLASHERS WITH ENTRANCE
Page 31 and 32: FLASHING LIGHT SIGNALS WITH GATES A
Page 33 and 34: CANTILEVER FLASHERS WITH ENTRANCE G
Page 35 and 36: PED FLASHING LIGHT SIGNALS WITH GAT

Exhibits J, Grade Crossings Standards Manual - Metrolink

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