Exhibits J, Grade Crossings Standards Manual - Metrolink

2’ WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 OF CA MUTCD18’-0" (5’ GATE)21’-0" (8’ GATE)VAR.(TYP)5’-0" MIN.6"(TYP)STEEL TUBE RAIL (TYP)SEE NOTE 4AUDIBLE DEVICE (TYP)PEDESTRIAN GATE ARM (TYP)2’ WIDE DETECTABLE WARNING STRIP (TYP)REFER TO CALTRANS REVISED STD. PLANRSP A88ASWING GATE(TYP)EXTEND 4’ WELDEDWIRE MESH FENCEAT LEAST 50’ BEYONDCROSSING (TYP)SIGNAL HOUSEXXXX X XX XX X X X X X X X XXXXRAISEDMEDIANMIN4’-6"PCC(TYP)SIDEWALKFULL8’-0"MIN.HT. CURB1’-6"(TYP)CURB LINE (4" SOLID WHITERETRO REFLECTIVE STRIPE)12" SOLID WHITE STRIPEAC PAVEMENT (TYP)(TYP)TO BE DETERMINEDIN FIELDK-RAILX X X12’-0" MIN.AS AUTHORIZED10’-0"(TYP)XMIN.1’-6"4’-6"15’-0"10’-0"BY SCRRA(TYP)X0" CF2’-0"4’-0"XTO BE DETERMINEDIN FIELD9’-6"C TRACKL(TYP)ACACAC APRONAC RAMPLC CROSSING4’-0"PVMTC TRACK10’-0"L15’-0" MIN. 9’-6"(TYP)10’-0"(TYP)2’-0"4’-0"15’-0"(TYP)1’-6"4’-6"R=6"(TYP)4’-0" (5’ GATE)(TYP)5’-0" MIN.MIN.(TYP)(TYP)MIN.9’-0"2’-6"(TYP)4’-6"1’-0"(TYP)VEHICLE DETECTION LOOP(TYP)2’-0" CLR.FROM FACEOF DEVICE(TYP)TO BE DETERMINEDX X X6’-0" (8’ GATE)8’-0" MAX.IN FIELDDOUBLE YELLOW STRIPINGCALTRANS DETAIL 21 WITH RPM(RAISED PAVEMENT MARKER)TYPE H (YELLOW) SUPPLEMENT(TYP)CONCRETE CROSSINGPANELS (TYP)MIN.(TYP)(TYP)MIN.4’-0"(TYP)MIN.(TYP)PEDESTRIAN WARNINGDEVICE (TYP)5’-0"XXXXXX8" HIGH RAISED MEDIANPER CITY STANDARDSRAISEDMEDIANVEHICULARGATE ARM (TYP)2’-0"MIN.(TYP)PCCSIDEWALK18’-0" (5’ GATE)21’-0" (8’ GATE)NOTES:1. THESE STANDARDS ARE NOT INTENDED TO REPLACEEXISTING REGULATORY STANDARDS, NOR TO BE ASUBSTITUTE FOR ENGINEERING KNOWLEDGE,EXPERIENCE AND JUDGMENT, BUT ARE REQUIREMENTS,WHICH ARE MOST IMPORTANT FOR SAFE CONSTRUCTION,MAINTENANCE AND OPERATION OF PEDESTRIAN FACILITIESAT HIGHWAY-RAIL GRADE CROSSINGS. SINCE THE ACTUALDESIGN WILL TYPICALLY BE SITE SPECIFIC, INFORMATIONSHOWN ON THIS DRAWING WILL BE MODIFIED AS NECESSARYIN CLOSE COLLABORATION WITH SCRRA.2. FOLLOW CALIFORNIA MUTCD FOR STRIPING, SIGNING, ANDOTHER TRAFFIC WARNING DEVICES.3. REFER TO THE FOLLOWING FOR ADDITIONAL DESIGNINFORMATION:a. SCRRA ENGINEERING STANDARD ES4201 FOR CONCRETEPANELS AND PAVED END RAMP.b. SCRRA ENGINEERING STANDARD ES5101 FOR INTER-TRACK FENCE.c. SCRRA ENGINEERING STANDARD ES5107 FOR SECURITYACCESS GATE, K-RAIL AND BOLLARDS.d. SCRRA ENGINEERING STANDARD ES4001 FOR TRACKSECTIONS AND ASPHALT CONCRETE PAVEMENT DETAILS.e. SCRRA ENGINEERING STANDARD ES4002 FOR SWINGGATE DETAILS.f. SCRRA ENGINEERING STANDARD ES8308 AND ES8309FOR PEDESTRIAN WARNING DEVICES.g. CALTRANS STANDARD PLANS A20A FOR TRAFFICLINES (STRIPES) AND A88A FOR DETECTABLE WARNINGSURFACE (STRIPE).h. CALTRANS STANDARD PLANS A20B DETAIL 27B ANDA20C TYPE "G" FOR PAVEMENT MARKERS.i. APWA STANDARD PLAN 606-2, TYPE "B" FOR STEELTUBE RAIL. (ONE ADDITIONAL RAIL 4" FROM BOTTOM).4. FENCING AND STEEL TUBE RAIL LOCATIONS SHALL BEADJUSTED AS NECESSARY TO PROVIDE SCRRA MAINTENANCEVEHICLES ACCESS TO RIGHT-OF-WAY AND SIGNAL & TRACKFACILITIES WITH SCRRA APPROVAL.5. PREEMPTION AND TOTAL WARNING TIME SHALL TAKE INTOCONSIDERATION THE PEDESTRIAN WALKING DISTANCE ANDCLEARANCE TIME AND SHALL MEET THE REGULATIONSAND REQUIREMENTS OF THE AMERICAN WITH DISABILITIESACT (ADA) AND CA MUTCD.LEGENDSTRIPINGDETECTABLE WARNING STRIPCONCRETEAC PAVEMENT (SHOWN FORPEDESTRIAN FACILITY ONLY)DIRECTION OF TRAFFIC012 12 24BOLLARD(TYP)SECURITY ACCESS GATEPER ES2915 (TYP)1"=12’PRE-FINAL SUBMITTAL- - -- -REV.DATEREVISIONSDESCRIPTIONDES.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 FACILITIES AT ACUTE ANGLEVEHICLE CROSSING - ENTRANCE / EXIT GATESSTANDARDSCALE:REVISION SHEET4014NONE- 1 OF 1CADD FILE:ES4014