Exhibits J, Grade Crossings Standards Manual - Metrolink

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

NOTES:PEDESTRIAN CROSSING SHOULD PROVIDE A SAFE ENVIRONMENT FOR PEDESTRIANS, BICYCLISTS AND PERSONSWITH DISABILITIES WHILE NAVIGATING THE CROSSING. DURING THE DESIGN OF THE CROSSING, THE DESIGNENGINEER SHALL CONSIDER FACTORS SUCH AS PRESENT OF STATIONS IN THE VICINITY, ESTABLISHMENT OFQUIET ZONES, NUMBER OF TRACKS, TRAVEL DISTANCE ACROSS TRACKS TO REACH A SAFE REFUGE LOCATION,SKEW AND VERTICAL PROFILE ACROSS THE CROSSING, VISIBILITY RESTRICTIONS, VOLUME OF PEDESTRIANACTIVITY, CURRENT AND FUTURE DEVELOPMENT IN AND AROUND THE CROSSING AND RIGHT-OF-WAY.IN THE DISCUSSION OF THE DESIGN CONSIDERATIONS, THE TERM "FULL PEDESTRIAN TREATMENTS" SHALLINCLUDE SIGNAGE, MARKINGS, CHANNELIZATION, ACTIVE WARNING DEVICES WITH GATES AND SWING GATES.SCRRA’s POLICY AND PRACTICE IS TO APPLY FULL PEDESTRIAN TREATMENTS TO HIGHWAY RAIL CROSSINGS.THE ATTACHED FIGURE GRAPHICALLY SHOWS THE DECISION STEPS THAT SHALL BE FOLLOWED DURING THEDESIGN OF THE PEDESTRIAN TREATMENT AT CROSSINGS. THIS PROCESS SHALL BE SIMILAR FOR ANY TYPEOF PEDESTRIAN CROSSING AND DEFINES THE SCRRA RECOMMENDED APPROACH TO THE APPLICATION OFPEDESTRIAN TREATMENTS AT CROSSINGS.DECISION POINT 1THE EXISTENCE OF PEDESTRIAN ACTIVITY SHALL BE DETERMINED. THIS INCLUDES SIDEWALKS LEADING UP TOTHE RIGHT-OF-WAY, OR EVIDENCE OF PEDESTRIANS CROSSING AT THE LOCATION. SCRRA STANDARDS CALLFOR THE ADDITION OF PEDESTRIAN TREATMENTS IF PEDESTRIANS UTILIZE THE AREA FOR CROSSING. THEDESIGN ENGINEER SHALL TAKE THE FOLLOWING ACTIONS WHEN EVIDENCE OF ACTIVITY EXISTS WITHOUTPEDESTRIAN FACILITIES:DETERMINE IF THE PEDESTRIAN ACTIVITY IS LEGAL.WORK WITH THE LOCAL MUNICIPALITY TO IMPLEMENT SIDEWALKS.IF WARRANTED, THE DESIGN SHALL PROVIDE SIDEWALKS OVER THE RIGHT-OF-WAY.IF WARRANTED, TAKE STEPS TO PREVENT POSSIBLE TRESPASSING.DECISION POINT 2IF THE CROSSING IS TO BE INCLUDED IN A QUIET ZONE, THE CROSSING SHALL RECEIVE FULL TREATMENTFOR SAFETY ENHANCEMENTS AND QUIET ZONE SIGNAGE SHALL BE INSTALLED.DECISION POINT 3THE TYPE OF PEDESTRIAN CROSSING IS ANALYZED AT THIS STEP. A PEDESTRIAN CROSSING WITHIN ASTATION - OR A PEDESTRIAN CROSSING ASSOCIATED WITH A VEHICLE CROSSING ADJACENT TO THE STATION -REQUIRES FULL PEDESTRIAN TREATMENT.DECISION POINT 4IS THE CROSSING LOCATED WITHIN A 10 MINUTE WALKING DISTANCE OF A SCHOOL, HOSPITAL, OR OTHERFACILITY THAT CAN BE EXPECTED TO SUPPORT DISABLED PEOPLE? IF THE ANSWER IS YES TO ANY OF THELISTED FACILITIES, THEN THE CROSSING REQUIRES FULL PEDESTRIAN TREATMENT. IF THE ANSWER IS NO,THEN IS THERE SIGNIFICANT PEDESTRIAN ACTIVITY AT THE CROSSING? IN ORDER TO ANSWER NO TOWEATHER THERE IS SIGNIFICANT PEDESTRIAN ACTIVITY, THE DESIGN ENGINEER SHALL CONDUCT A STUDY OFTHE CROSSING, IN ORDER TO DETERMINE THE VOLUME OF PEDESTRIANS USING THE CROSSING BOTH ON-PEAKAND OFF-PEAK HOURS, THE TYPES OF PEDESTRIANS (i.e. SCHOOL CHILDREN, ELDERLY, DISABLED, BIKERIDERS, etc.) AND THE BEHAVIOR PATTERN OF THE PEDESTRIANS (ARE THE PEDESTRIANS BEHAVING IN ASAFE MANNER IN USING THE CROSSING, COGNIZANT OF POTENTIAL TRAIN ACTIVITY), AND THEN DISCUSSTHE RESULTS OF THIS STUDY WITH SCRRA AND CPUC FOR CLEAR CONSENSUS WITH THE SAFETY REVIEWTEAM AS TO THE PRESENCE OR ABSENCE OF SIGNIFICANT PEDESTRIAN ACTIVITY. FULL TREATMENTS AREREQUIRED IN THE EVENT OF A YES ANSWER TO ANY OF THESE QUESTIONS.DECISION POINT 5DOES THE CROSSING HAVE THREE OR MORE MAIN OR CONTROLLED SIDING RAILROAD TRACKS? IF THE ANSWERIS YES, THE PEDESTRIAN CROSSING SHALL BE GRADE SEPERATED. THE GRADE SEPERATION CAN BE ANOVERHEAD OR UNDERPASS.DECISION POINT 6DOES THE CROSSING HAVE TWO MAIN RAILROAD TRACKS? THIS DECISION POINT IS ARRANGED SO THAT AYES ANSWER FOR THIS QUESTION ACCOUNTS FOR TWO TRACKS IN RURAL AREAS THAT SEE FEW PEDESTRIANS.IN THIS CASE, IT MAY NOT BE APPROPRIATE TO INSTALL FULL PEDESTRIAN TREATMENTS, BUT SHALLNEED APPROVAL FROM SCRRA. IN AN URBAN ENVIRONMENT, HOWEVER, FULL TREATMENTS ARE REQUIREDWHEN MULTIPLE TRACKS ARE IN A LOCATION WITH LIMITED VISIBILITY.DECISION POINT 7DOES THE CROSSING LOCATION HAVE RESTRICTED VISIBILITY? FULL TREATMENTS ARE REQUIRED WHENTHERE IS LIMITED VISIBILITY AT CROSSINGS.DECISION POINT 8IS THE RIGHT-OF-WAY NECESSARY TO COMPLY WITH THE MANUAL UNOBTAINABLE? IF NOT, THEN FULL PEDESTRIANTREATMENTS ARE REQUIRED. SCRRA STANDARD DRAWINGS INCLUDE VARIATIONS TO THE STANDARD CONFIGURATIONDEPENDING ON THE AVAILABLE RIGHT-OF-WAY. IN CASES WHERE THE RIGHT-OF-WAY REQUIRED FOR THE USE OFONE OF THESE STANDARD APPLICATIONS CANNOT BE AQUIRED DUE TO EXISTING PROPERTY USES, OR BECAUSEOF OTHER CONDITIONS, THE DESIGN ENGINEER SHALL REQUEST A DEVIATION FROM STANDARD, AND DESIGN A NONSTANDARD APPLICATION.CROSSING CONSIDERED FORQUIET ZONE{2VEHICLE/PEDESTRIAN CROSSINGWITH ADJACENT PASSENGER STATION(INCLUDING LIGHT RAIL)SCHOOL ZONEHOSPITAL ZONENOTE 1ADJACENT ADA FACILITY }SIGNIFICANT PEDESTRIAN ACTIVITYLEVELS ACCUR3 OR MORE MAIN OR CONTROLLEDSIDING TRACKSTWO MAIN TRACKSVISIBILITY RESTRICTED ON APPROACHSTANDARD PASSIVE-NOTE 3FEATURES{FULL STANDARDTREATMENTSBEGINNOEXISTING PEDESTRIAN ACTIVITYDECISIONSIDEWALKS LEADING TO THEPOINTRAILROAD RIGHT OF WAY1YESPROVIDE PEDESTRIAN ACCESS/CHANNELIZATION{NODECISIONPOINTYESNODECISIONPOINT3YESNODECISIONPOINT4YESNODECISIONPOINT5YESNODECISIONPOINT6YESNODECISIONPOINT7YESNOCONSTRAINED RIGHT OF WAY - NOTE 2DECISIONDECISIONNOUNABLE TO FIT PEDESTRIAN GATE(s)POINTPOINT8A8BYESYESNO SPECIAL PEDESTRIAN TREATMENT REQ.(ADD SIGNAGE TO DISALLOW PEDS)AND PASSIVE WARNING DEVICESPROVIDE SWING GATESPROVIDE ACTIVE WARNING DEVICESPROVIDE PEDESTRIAN GRADE SEPARATIONNOTES:1 11. TEN MINUTE WALK RULE - CROSSING LOCATED WITHIN TEN MINUTES WALK ( TO MILE WALK).3 22. SCRRA APPROVAL REQUIRED.3. FOR PASSIVE WARNING DEVICES, THE DESIGNER SHALL USE THE FOLLOWING ORDER FROM LEAST THE MOST:A. SIGNAGE (IF NO SIDEWALKS ARE PRESENT OR PLANNED).B. SIGNAGE AND DETECTABLE STRIP.C. SIGNAGE, DETECTABLE STRIPS AND SWING GATES.D. SIGNAGE, DETECTABLE STRIPS, SWING GATES AND CHANNELIZATION.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 CROSSING DESIGNCONSIDERATION TABLESTANDARDSCALE:REVISION SHEET4004NONE- 1 OF 1CADD FILE:ES4004

DRILL " DIA.HOLES, 8 TOTALSIGNS (R9-3) "NO PEDESTRIANCROSSING" AND (R9-3a)4’-6"1’-3" 1’-3"R1’-0"2" NPS OR 1 " NPS STD.PIPE POST, GALVANIZED.NOTES:1. PEDESTRIAN BARRICADE SHALL BE AS PER CALTRANS PLAN ES-7PAND AS MODIFIED HEREWITH.2. PIPE POST TO BE SET 1’-6" BACK FROM FACE OF CURB UNLESSOTHERWISE SPECIFIED.3. STEEL SLEEVE TO BE CONSTRUCTED WITH A DIAMETER OF 1 10"LARGER THAN POST. WALL THICKNESS OF SLEAVE TO BE SAMEAS POST OR LARGER.TOP OFSIDEWALK2’-0"PCC (TYP)SEE NOTE 2 - USESLEEVE POST DETAIL" DIA. GALVANIZED BOLTWITH NUT AND WASHER,DEFORM THE THREAD2’-0" 11 2 "FINISH GRADEPCC (TYP)SLEEVE, SEENOTE 24. CONTRACTOR MAY SUBMIT ALTERNATIVE DETAILS FOR APPROVALBY SCRRA.5. FOR MINIMUM PIPE DIAMETERS AND WALL THICKNESS REFER TOASTM A6M.6. THE LOCATION OF BARRICADE SHALL BE COORDINATED WITHLOCAL AUTHORITY AND SCRRA.7. THE "CROSS ONLY AT CROSSWALKS" (R9-2) AND "USE CROSSWALK"(R9-3b) SIGNS AS PER CA MUTCD SHALL BE INSTALLED ATAPPROPRIATE LOCATIONS AS NEEDED.3"6"6’-0"TYPE 1SLEEVE POST DETAILPEDESTRIAN BARRICADE DETAILSC SPANYELLOW REFLECTIVE TAPE FOR RAILINGPERPENDICULAR OR AT ANGLE TO SIDEWALKCSPANA-3’-1"TYPICAL INSTALLATION2’-1" TYPICALINSTALLATIONSEE NOTE 5SEE NOTE 5SLIP JOINTSYELLOW REFLECTIVE TAPEWHEN RAILING IS PARALLELOR AT AN ANGLE TO THESTREET10" 1’-2" 1’-2"4"NOTES:1. METAL HAND RAILING SHALL BE AS PER APWA STANDARD PLAN 600-2,"TYPE B" AND AS MODIFIED HEREWITH.2. RAILS, POSTS AND PICKETS SHALL BE GALVANIZED STEEL PIPE.3. MAXIMUM SPACING OF POSTS SHALL BE 8’-0" ON STRAIGHTALIGNMENTS, AND 6’-0" ON CURVED ALIGNMENTS WITH LESS THAN30’ RADIUS. MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENTS.4. WELDS SHALL BE SLOT OR FILLET WELDS EQUAL TO THICKNESS OF PIPE.WELD ALL JOINTS ALL AROUND.5. INSTALL HIGH VISIBILITY YELLOW REFLECTIVE TAPE 3" x 3".2" DIA. STD PIPE,RAILS AND POSTS (TYP)TYPE BSECTION AMETAL HAND RAILING DETAILSPRE-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 BARRICADEAND METAL HAND RAILING DETAILSSTANDARDSCALE:4005AS NOTEDREVISION SHEET- 1 OF 1CADD FILE:ES4005

5’-0" MIN.6"(TYP)(TYP)NOTES:VEHICULAR GATE ARM2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 CA MUTCDSTEEL TUBE RAIL(TYP) SEE NOTE 4CURB AND GUTTER5’-0"MIN.(TYP)8’-0"15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA2’-0" CLR.FROM FACEOF DEVICE1’-0"2’-6" 4’-0"(TYP)C TRACKL(TYP)2’-0"4’-0"CONCRETE CROSSINGPANELS (TYP)10’-0" (TYP)0" CF10’-0"(TYP)1’-6"FULL HT.CURBCURB LINE DETAIL CALTRANS 27BWITH RPM (RAISED PAVEMENT MARKER)TYPE G SUPPLEMENT (TYP)CURB LINE (4" SOLID WHITERETRO REFLECTIVE STRIPE)2’-0"MIN.(TYP)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.5’-0" MIN.VAR.PCC SIDEWALK4’-6"45(TYP)4’-0"MIN.(TYP)PCCSIDEWALKc. SCRRA ENGINEERING STANDARD ES5107 FOR SECURITYACCESS GATE, K-RAIL AND BOLLARDS.d. SCRRA ENGINEERING STANDARD ES4001 FOR TRACKSECTIONS AND ASPHALT CONCRETE PAVEMENT DETAILS.21’-0" (8’ GATE)18’-0" (5’ GATE)21’-0" (8’ GATE)18’-0" (5’ GATE)AUDIBLE DEVICE2’ WIDE DETECTABLEWARNING STRIP (TYP)STEEL TUBE RAIL (TYP)SEE NOTE 4PEDESTRIAN GATEARM (TYP)SWING GATE(TYP)PEDESTRIAN WARNINGDEVICE (TYP)SIGNAL HOUSESECURITY ACCESS GATEPER ES2915 (TYP)X X X X X X X X X X X X XK-RAIL4’-6"MIN.(TYP)6’-0"MIN.8’-0" MAX.1’-6"TO BE DETERMINED(TYP)IN FIELD12" SOLIDWHITE STRIPEPAVED RAMPAC (TYP)4’-0" (5’ GATE)6’-0" (8’ GATE)2’-6"(TYP)1’-6"(TYP)4’-6"MIN.(TYP)(TYP)1’-6"(TYP)4’-6"MIN.1’-0"(TYP)X X X X X X X X X X X X456"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.EXTEND 4’-0" WELDED WIREMESH FENCE AT LEAST 50’-0"BEYOND CROSSING (TYP)XX X XX X9’-6" 15’-0" MIN. 9’-6"BOLLARD (TYP)XLEGENDSTRIPINGDETECTABLE WARNING STRIPTO BE DETERMINEDTO BE DETERMINEDCONCRETEIN FIELDIN FIELDAC PAVEMENT (SHOWN FORPEDESTRIAN FACILITY ONLY)12 12 240DIRECTION OF TRAFFIC1"=12’PRE-FINAL SUBMITTALREV.DATEREVISIONS- - -- -DESCRIPTIONDES.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 VEHICLE CROSSINGENTRANCE GATES ONLYSTANDARDSCALE:REVISION SHEETCADD FILE:4011NONE- 1 OF 1ES4011

6" (TYP)VEHICLE DETECTION LOOP (TYP)VEHICULAR GATE ARM (TYP)2’-0" WIDE STOP LINE AT RIGHTANGLE TO TRAVELED WAY PERCH. 8 CA MUTCD8’-0"15’-0" (TYP)12’-0" MIN.AS AUTHORIZEDBY SCRRAC TRACKL10’-0" (TYP)C TRACKL10’-0"(TYP)CONCRETE CROSSING PANELS(TYP)CURB LINE DETAIL CALTRANS 27BWITH RPM (RAISED PAVEMENT MARKER)TYPE G SUPPLEMENT (TYP)CURB LINE (4" SOLID WHITERETRO REFLECTIVE STRIPE)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.CURB ANDGUTTER2’-0" CLR.FROM FACEOF DEVICE(TYP)2’-6"(TYP)1’-0"4’-0"2’-0"4’-0"0" CFFULL HT.CURB2’-0" MIN.(TYP)(TYP)4’-0"MIN.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.18’-0" (5’ GATE)21’-0" (8’ GATE)5’-0" MIN.VAR.PCC SIDEWALKAUDIBLE DEVICE (TYP)2’ WIDE DETECTABLEWARNING STRIP (TYP)STEEL TUBE RAIL (TYP)SEE NOTE 4PEDESTRIAN GATEARM (TYP)SWING GATE (TYP)PEDESTRIAN WARNINGDEVICE (TYP)SIGNAL HOUSEEXTEND 4’-0" WELDED WIREMESH FENCE AT LEAST 50’-0"BEYOND CROSSING (TYP)X X X X X X X X X X X X X X5’-0"MIN.(TYP)K-RAIL4’-6"MIN.(TYP) 1’-6"(TYP)6’-0"MIN.(TYP)2’-6"(TYP)X XX4’-6"(TYP)1’-6"(TYP)TO BE DETERMINEDIN FIELDPAVED RAMPAC (TYP)12" SOLID WHITESTRIPE4’-0" (5’ GATE)6’-0" (8’ GATE)X5’-0" MIN.8’-0" MAX.4’-6"MIN(TYP)(TYP)1’-6"(TYP)45PCC SIDEWALK(TYP)4’-6"MIN.BOLLARD (TYP)X X1’-0"(TYP)(TYP)6"X X X X X X XX X X XX(TYP)4518’-0" (5’ GATE)21’-0" (8’ GATE)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.LEGENDSTRIPINGSECURITY ACCESS GATEPER ES2915 (TYP)TO BE DETERMINEDIN FIELD9’-6"15’-0" MIN. 9’-6"TO BE DETERMINEDIN FIELDDETECTABLE WARNING STRIPCONCRETEAC PAVEMENT (SHOWN FORPEDESTRIAN FACILITY ONLY)12 12 240DIRECTION OF TRAFFIC1"=12’PRE-FINAL SUBMITTALREV.DATEREVISIONS- - -- -DESCRIPTIONDES.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 VEHICLE CROSSINGENTRANCE / EXIT GATESSTANDARDSCALE:REVISION SHEETCADD FILE:4012NONE- 1 OF 1ES4012

2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 OF CA MUTCDSTEEL TUBE RAIL (TYP)SEE NOTE 418’-0" (5’ GATE)21’-0" (8’ GATE)VAR.(TYP)5’-0" MIN.PEDESTRIAN GATEARM (TYP)6"2’ WIDE DETECTABLEAUDIBLE DEVICEWARNING STRIP (TYP)REFER TO CALTRANSREVISED STD. PLANRSP A88ASWING GATE (TYP)EXTEND 4’-0" WELDEDWIRE MESH FENCE ATLEAST 50’-0" BEYONDCROSSING (TYP)(TYP)5’-0"MIN.(TYP)X X X X XXX XXX X X X XXXXXXX4’-6"MIN.PCCRAISEDMEDIAN(TYP)SIDEWALKPEDESTRIAN WARNINGDEVICE (TYP)12" SOLID WHITE STRIPEAC PAVEMENT (TYP)SIGNAL HOUSE1’-6"(TYP)8’-0"MIN.TO BE DETERMINEDIN FIELDX X X(TYP)XMIN.12’-0" MIN.AS AUTHORIZEDBY SCRRA4’-6"15’-0"15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA1’-6"(TYP)X2’-0"4’-0"XTO BE DETERMINEDIN FIELD9’-6"K-RAILC TRACKLACLC CROSSING4’-0"PVMTAC RAMPAC APRON15’-0" MIN. 9’-6"C TRACKLBOLLARD (TYP)CONCRETE CROSSINGPANELS (TYP)10’-0"(TYP)(TYP)2’-0"4’-0"15’-0"(TYP)0" CF4’-6"R=6"(TYP)10’-0" 10’-0"1’-6"(TYP)CURB LINE(4" SOLID WHITE(TYP)5’-0" MIN.MIN.X8’-0" MAX.(TYP)X8" HIGH RAISED MEDIANPER CITY STANDARDS(TYP)MIN.9’-0"4’-6"1’-0"MIN.RETRO REFLECTIVE STRIPE)(TYP)TO BE DETERMINEDX4’-0" (5’ GATE)6’-0" (8’ GATE)FULL HT.IN FIELDCURBDOUBLE YELLOW STRIPINGCALTRANS DETAIL 21 WITH RPM(RAISED PAVEMENT MARKER)TYPE H (YELLOW) SUPPLEMENT(TYP)2’-6"(TYP)(TYP)XX(TYP)XX XXXXRAISEDMEDIAN2’-0" MIN.(TYP)(TYP)PCCMIN.4’-0"SIDEWALK18’-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 TRAFFIC12 12 240SECURITY 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 GATES ONLYSTANDARDSCALE:REVISION SHEET4013NONE- 1 OF 1CADD FILE:ES4013

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

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 REGULATIONSLEGENDSTRIPINGDETECTABLE WARNING STRIPCONCRETEAC PAVEMENT (SHOWN FORPEDESTRIAN FACILITY ONLY)DIRECTION OF TRAFFIC012 12 24MIN.CONCRETE CROSSING10’-0"PANELS (TYP)(TYP)DOUBLE YELLOW STRIPINGCALTRANS DETAIL 21 WITH RPM(RAISED PAVEMENT MARKER)TYPE H (YELLOW) SUPPLEMENT(TYP)8" HIGH RAISED MEDIANPER CITY STANDARDSR=6"(TYP)4’-0"RAISED2’-0"MEDIAN9’-0"VEHICULARGATE ARM(TYP)2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 OF CA MUTCDAUDIBLE DEVICE (TYP)STEEL TUBE RAIL (TYP)SEE NOTE 4(TYP)18’-0" (5’ GATE)21’-0" (8’ GATE)PCCSIDEWALK4’-0"MIN.(TYP)X X X X X X X X(TYP)8’-0"MIN.4’-6"2’-6"(TYP)MIN.(TYP)1’-0"(TYP)2’-0" CLR.FROM FACE(TYP)15’-0"12’-0" MIN.AS AUTHORIZEDOF DEVICE8’-0" MAX.MIN.5’-0" MIN.4’-6"(TYP)X X XBY SCRRA1’-6"(TYP)MIN.10’-0"(TYP)(TYP)4’-6"1’-6"15’-0"(TYP)SIGNALHOUSE9’-6"TO BE DETERMINEDIN FIELDAC RAMP4’-0" (5’ GATE)6’-0" (8’ GATE)AC APRONC L CROSSING4’-0"15’-0" MIN.9’-6"C C L TRACKTRACK L10’-0"(TYP)15’-0"12’-0" MIN.AS AUTHORIZEDTO BE DETERMINEDBY SCRRAIN FIELD0" CF10’-0"(TYP)4’-6"MIN.(TYP)FULLRAISEDMEDIANHT. CURB1’-6"(TYP)(TYP)TO BE DETERMINEDXRAISED YELLOW REFLECTIVEPAVEMENT MARKERS AT 4’ O.C.(TYP)IN FIELDMIN.5’-0"2’-0"MIN.(TYP)BOLLARD (TYP)X X X X X X X X X X X X X X X X X X X X X(TYP)6"5’-0" MIN.(TYP)VAR.18’-0" (5’ GATE)21’-0" (8’ GATE)2’ WIDE DETECTABLE WARNINGSTRIP (TYP) REFER TO REVISEDSTANDARD PLAN RSP A88APEDESTRIAN GATE ARM (TYP)SWING GATE (TYP)PEDESTRIAN WARNINGDEVICE (TYP)CURB LINE (4’ SOLID WHITERETRO REFLECTIVE STRIPE)12" SOLIDE WHITE STRIPEAC PAVEMENT (TYP)EXTEND 4’-0" WELDED WIREMESH FENCE AT LEAST 50’-0"BEYOND CROSSING (TYP)1"=12’SECURITY ACCESS GATEPER ES2915 (TYP)K-RAILPRE-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 OBTUSE ANGLEVEHICLE CROSSING - ENTRANCE GATES ONLYSTANDARDSCALE:REVISION SHEET4015NONE- 1 OF 1CADD FILE:ES4015

NOTES:CTRACKCTRACK1. 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.CONCRETE CROSSINGPANELS (TYP)DOUBLE YELLOW STRIPINGCALTRANS DETAIL 21 WITH RPM(RAISED PAVEMENT MARKER)TYPE H (YELLOW) SUPPLEMENT(TYP)VEHICLE DETECTION LOOP(TYP)8" HIGH RAISED MEDIANPER CITY STANDARDS10’-0"(TYP)CCROSSING4’-0"10’-0"(TYP)15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA0" CF10’-0"(TYP)R=6"(TYP)FULLHT. CURBRAISEDMEDIANVEHICULARGATE ARM(TYP)2’-0" CLR.FROM FACEOF DEVICE(TYP)(TYP)MIN.2’-0"5’-0"MIN.(TYP)(TYP)6"5’-0" MIN.(TYP)VAR.9’-0"MIN.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 DISABILITIESLEGENDSTRIPINGDETECTABLE WARNING STRIPCONCRETERAISEDMEDIAN2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 OF CA MUTCDAUDIBLE DEVICE (TYP)PCCSIDEWALK4’-0"MIN.8’-0"MIN.(TYP)(TYP)X X X(TYP)2’-0"(TYP)MIN.4’-6"(TYP)2’-0" CLR.FROM FACE8’-0" MAX.OF DEVICE5’-0" MIN.1’-0"(TYP)15’-0"12’-0" MIN.AS AUTHORIZED(TYP)1’-6"BY SCRRA(TYP)4’-0"2’-0"MIN.10’-0"(TYP)4’-6"15’-0"(TYP)AC RAMP4’-0" (5’ GATE)6’-0" (8’ GATE)TO BE DETERMINEDIN FIELD(TYP)4’-6"1’-6"MIN.(TYP)(TYP)MIN.4’-6"1’-6"(TYP)BOLLARD(TYP)PCCSIDEWALKX X X X X X X X XXXXXXSTEEL TUBE RAIL(TYP)SEE NOTE 4PEDESTRIAN GATE ARM (TYP)2’ WIDE DETECTABLE WARNINGSTRIP (TYP) REFER TOREVISED STANDARD PLANRSP A88ASWING GATE (TYP)12" SOLID WHITE STRIPEAC PAVEMENT (TYP)CURB LINE (4" SOLID WHITERETRO REFLECTIVE STRIPE)0AC PAVEMENT (SHOWN FORPEDESTRIAN FACILITY ONLY)DIRECTION OF TRAFFIC12 12 24PEDESTRIAN WARNINGDEVICE (TYP)SIGNAL HOUSESECURITY ACCESS GATEPER ES2915 (TYP)X X X X X(TYP)K-RAILX X X9’-6"AC APRON15’-0" MIN.9’-6"XX X X XEXTEND 4’-0" WELDED WIREMESH FENCE AT LEAST 50’-0"BEYOND CROSSING (TYP)1"=12’TO BE DETERMINEDIN FIELDTO BE DETERMINEDIN FIELDPRE-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 OBTUSE ANGLEVEHICLE CROSSING - ENTRANCE / EXIT GATESSTANDARDSCALE:REVISION SHEET4016NONE- 1 OF 1CADD FILE:ES4016

2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 CA MUTCDAUDIBLE DEVICESTEEL TUBE RAIL (TYP)SEE NOTE 4CURB AND GUTTER5’-0"MIN.(TYP)PCCSIDEWALKSTEEL TUBE RAIL (TYP)SEE NOTE 42’ WIDE DETECTABLEWARNING STRIP (TYP)SWING GATE (TYP) INSTALLSIGNAGE PER ES4002X X X X XX X6"(TYP)5’-0"MIN.(TYP)5’-0"MIN.(TYP)8’-0"4’-6"2’-6"(TYP)15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA2’-0" CLR.FROM FACEOF DEVICE(TYP)2’-6"(TYP)10’-0"(TYP)4’1’1’-6"2’-0"(TYP)MIN.EXTEND 4’-0" WELDED WIREMESH FENCE AT LEAST 50’-0"BEYOND CROSSING (TYP)SWING GATE ONLY2’4’(TYP)ACAPRON15’-0" MIN.CTRACK (TYP)CURB LINE (4"SOLID WHITE RETROREFLECTIVE STRIPE)12" SOLIDWHITE STRIPE4’-0" (5’ GATE)6’-0" (8’ GATE)ACAC RAMPRAISED WHITEREFLECTIVEPAVEMENT MARKERSAT 4’ OC (TYP)2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 CA MUTCDPEDESTRIAN GATE ARM(TYP)CURB AND GUTTERVAR.5’-0" MIN.(TYP)SEE NOTE 4AUDIBLE DEVICEPCCSIDEWALKSTEEL TUBE RAIL (TYP)2’ WIDE DETECTABLEWARNING STRIP (TYP)EXTEND 4’-0" WELDEDWIRE MESH FENCE ATLEAST 50’-0" BEYONDCROSSING (TYP)X XXXX4’-6"MIN.4’-6"& VAR.(TYP)8’-0"6’-0"MIN.2’-6"(TYP)SWING GATE(TYP)15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA10’-0"(TYP)1’-6"PED GATE IN-LINE WITH WARNING DEVICES WITH EMERGENCY REFUGE AREA4’1’WITH LIMITED RIGHT-OF-WAY2’-0"(TYP)MIN.2’4’(TYP)15’-0" MIN.CTRACK (TYP)CURB LINE (4"SOLID WHITE RETROREFLECTIVE STRIPE)12" SOLIDWHITE STRIPERAISED WHITEREFLECTIVEPAVEMENT MARKERSAT 4’ OC (TYP)AC RAMPAC (TYP)AC APRON4’-0" (5’ GATE)6’-0" (8’ GATE)2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 CA MUTCDAUDIBLE DEVICESTEEL TUBE RAIL (TYP)SEE NOTE 4CURB AND GUTTER8’-0"15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA2’-0" CLR.FROM FACEOF DEVICE(TYP) 10’-0"(TYP)4’1’2’4’(TYP)CURB LINE (4"SOLID WHITE RETROREFLECTIVE STRIPE)12" SOLIDWHITE STRIPERAISED WHITEREFLECTIVEPAVEMENT MARKERSAT 4’ OC (TYP)2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 CA MUTCDAUDIBLE DEVICESTEEL TUBE RAIL (TYP)SEE NOTE 4CURB AND GUTTER8’-0"15’-0"12’-0" MIN.AS AUTHORIZEDBY SCRRA2’-0" CLR.FROM FACEOF DEVICE(TYP)10’-0"(TYP)4’1’2’4’(TYP)CURB LINE (4"SOLID WHITE RETROREFLECTIVE STRIPE)12" SOLIDWHITE STRIPERAISED WHITEREFLECTIVEPAVEMENT MARKERSAT 4’ OC (TYP)5’-0"MIN.NOTE:(TYP)PCCSIDEWALKSTEEL TUBE RAIL (TYP)SEE NOTE 42’ WIDE DETECTABLEWARNING STRIP (TYP)EXTEND 4’-0" WELDEDWIRE MESH FENCE ATLEAST 50’-0" BEYONDCROSSING (TYP)4’-0"X X X XXXMIN.(TYP)6"5’-0"MIN.(TYP)(TYP)5’-0"MIN.(TYP)4’-6"2’-6"(TYP)2’-6"(TYP)15’-0" MIN.NO PED GATE OR PED SWING GATETHESE STANDARDS ARE NOT INTENDED TO REPLACE EXISTING REGULATORY STANDARDS, NOR TO BE A SUBSTITUTEFOR ENGINEERING KNOWLEDGE, EXPERIENCE AND JUDGMENT, BUT ARE REQUIREMENTS, WHICH ARE MOST IMPORTANTFOR SAFE CONSTRUCTION, MAINTENANCE AND OPERATION OF PEDESTRIAN FACILITIES AT HIGHWAY-RAIL GRADECROSSINGS. SINCE THE ACTUAL DESIGN WILL TYPICALLY BE SITE SPECIFIC, INFORMATION SHOWN ON THISDRAWING WILL BE MODIFIED AS NECESSARY IN CLOSE COLLABORATION WITH SCRRA.1’-6"2’-0"(TYP)MIN.CTRACK (TYP)AC APRONAC APRONAC RAMP4’-0" (5’ GATE)6’-0" (8’ GATE)VAR.5’-0" MIN.(TYP)ADJUST LOCATION OFPEDESTRIAN GATE SUCHTHAT HORIZONTAL PEDESTRIANGATE SHALL CLEAR HORIZONTALVEHICLE COUNTER WEIGHTPED GATE WITH EMERGENCY REFUGE AREA1"=12’PRE-FINAL SUBMITTAL0PCCPEDESTRIAN GATE ARM(TYP)SIDEWALKEXTEND 4’-0" WELDED WIREMESH FENCE AT LEAST 50’-0"BEYOND CROSSING (TYP)5’-0"MIN.(TYP)X X X X XX4’-6"2’-6"(TYP)2’-6"(TYP)SWING GATE(TYP)4’-6"4’-6"MIN.(TYP)MIN.(TYP)1’-6"1’-6"MIN.(TYP)15’-0"15’-0" MIN.CTRACK (TYP)AC (TYP)AC APRONAC RAMP4’-0" (5’ GATE)6’-0" (8’ GATE)REVISIONS- - - - -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 STANDARDSTYPICAL PEDESTRIAN TREATMENT DETAILSSTANDARDSCALE:REVISION SHEET4017NONE- 1 OF 1CADD FILE:ES4017

10’-0"10’-0"NOTES:9’-0" CLEAR15’-0" MIN MIN. (TYP)15’-0" MINMATCHRIGHT-OF-W AYLINE (TYP)12" SOLID WHITE STRIPEWELDED WIRE MESH FENCEEXTEND 100’ FROM CROSSINGTRACKC LTRACKC LMATCHRIGHT-OF-W AYLINE (TYP)(TYP)"NO TRESPASSING" SIGNAS PER ES422610’-0"EXTEND CENTER FENCE100’ BEYOND CROSSING10’-0""NO TRESPASSING" SIGNAS PER ES4226WELDED WIRE MESH FENCEEXTEND 100’ FROM CROSSING12’-0"ACRAMP2’-6"1’-6"(TYP)(TYP)6"CONCRETECROSSINGPANELSAC PVMT.CONCRETECROSSINGPANELS6"PCC (TYP)SWING GATE (TYP)2’ WIDE DETECTABLEWARNING STRIP (TYP)ACRAMP2’-6"(TYP)12’-0"WELDED WIRE MESH FENCEEXTEND 100’ FROM CROSSINGWARNING SIGNSWELDED WIRE MESH FENCEEXTEND 100’ FROM CROSSING1. 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.4’-0"(TYP)10’-0" 10’-0"(TYP)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.FOR ADDITIONAL INFORMATIONSEE DRAWING ES33172’-10"WARNING SIGN DETAILSCALE: NONEPRE-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 CROSSING ONLYSTANDARDSCALE:REVISION SHEET4018NONE- 1 OF 1CADD FILE:ES4018

10’-0"(TYP)10’-0"10’-0"(TYP)(TYP)8’-6" CLR.8’-6" CLR.MIN. (TYP)MIN. (TYP)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 TRAFFIC2’-0" WIDE STOP LINEAT RIGHT ANGLE TOTRAVELED WAY PERCH. 8 CA MUTCDCURB LINE (4" SOLID WHITERETRO REFLECTIVE STRIPE)RAISED WHITE REFLECTIVEPAVEMENT MARKERS AT4’ O.C. (TYP)CONCRETE CROSSINGPANELS (TYP)15’-0"8’-0"12’-0" MIN.CCAS AUTHORIZEDAC APRONBY SCRRATRACKTRACKVEHICULARGATE ARMSTEEL TUBE RAIL(TYP) SEE NOTE 42’-0" CLR.FROM FACE2’-0" MIN.(TYP)OF DEVICEAUDIBLE DEVICEFULL HT.CURB10’-0"(TYP)0" CF4’4’2’1’6"1’-6"1’-6"(TYP)(TYP)4’-6"(TYP)(TYP)5’-0" MIN.(TYP)4’-0" MIN.4’-6"MIN.(TYP)5’-0" MIN.8’-0" MAX.2’-6"2’-6"ACPVMT1’-6"(TYP)(TYP)(TYP)4’-6"MIN.(TYP)(TYP)4’-6"4’-6"MIN.STEEL TUBE RAIL (TYP)SEE NOTE 41’-6"MIN.1’-0"(TYP)(TYP)(TYP)(TYP)AC RAMP12" SOLID WHITE STRIPE1’-0"(TYP)60’-0"PEDESTRIAN GATE ARM (TYP)SWING GATE(TYP)4’-0" (5’ GATE)6’-0" (8’ GATE)10’-0"2’ WIDE DETECTABLEWARNING STRIP (TYP)6" ROCK5% SLOPE1:8 MAX(MAX)AC RAMPWARNING SIGNS5% SLOPE(MAX)PCC SIDEWALKPCC SIDEWALK10’-0"MIN.PEDESTRIAN WARNINGDEVICE (TYP)XXFIRST SET OFLOCOMOTIVE W HEELS"KEEP RIGHT" SIGN6" YELLOW SAFETYWARNING STRIPES18’-0"10’ TIMBER GRADECROSSING TIESRAISEDDELINEATORSDELINEATORSRAISED6" YELLOW SAFETY"KEEP LEFT" SIGNSTATION PLATFORMLOCOMOTIVEINTER-TRACKFENCEWARNING STRIPES16’-0" MIN. 16’-0" MIN.STATION PLATFORM12012 245’-06"(TYP)1"=12’CURB AND GUTTERPRE-FINAL SUBMITTALREV.DATEREVISIONS- - -- -DESCRIPTIONDES.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 / VEHICLE CROSSINGADJACENT TO STATIONSTANDARDSCALE:REVISION SHEETCADD FILE:4020NONE- 1 OF 1ES4020

FACE OFCURB10’-0"9’-3"C TRACKNOTE:DETAIL SYMMETRICAL ABOUTCENTERLINE OF TRACKSTEEL FRAME TO BEMIN. L3" x 3" x" ANGLE7" MIN. HOT MIX ASPHALT CONCRETEINSTALLED IN NO MORE THAN 3 LIFTSFIELDPANELGAGE PANELFIELDPANELCRAILROADTRACKLIMITS OF SIGNALCONDUITS (CAPPED)7" x 9" x 10’-0"WOOD TIE8’-0"MIN.DRAINDRAIN3’-10"MIN.2%1’-0"TRACK BALLAST2%3’-0"MIN.ROADW AYEDGE OF TRAVELEDWAY OF CURBPANELROADWAYC6" DIAMETERPERFORATED PIPEVARIES1’-3"FILL TRENCH WITH NATIVE MATERIALAFTER PIPE PLACEMENT, COMPACTEDAND GRADED AS SHOWNCOMPACTED HOT MIX ASPHALTIC CONCRETE(HMAC) SECTION, 6" MINIMUM COMPACTED TO95%, CROWN AT CENTER OF TRACK, 2% SLOPEAWAY FOM CENTERLINE8’-0" 3’-0"MIN. MIN.DRAINDRAINEDGE OF TRAVELEDWAY OF CURB10 FOOT LONG END TREATMENT (TYP.)8" I.D. x " THICK STEEL WALLPIPE. (NON-PERFORATED)LIMITS OF SIGNALCONDUITS (CAPPED)1’-6" 2’-6" MIN.6’-0" MIN.6" PERFORATED DRAIN PIPE(BOTH SIDES), WRAP WITHFILTER FABRIC AND 6"TRACK BALLAST ALL AROUND(4) - 4" PVC SCHEDULE 80SIGNAL CONDUITS (BOTHSIDES OF CROSSING)TYPICAL BALLAST AND ASPHALT DETAILSINGLE TRACKSCALE: 1" = 1’-0"NOTE:FOR NOTES SEE ES4201-01.TYPICAL DRAIN PIPE LAYOUTSINGLE TRACKSCALE: NONEVARIESFACE OF CURB1’-6"6" PERFORATED DRAIN PIPE(BOTH SIDES), WRAP WITHFILTER FABRIC AND 6"TRACK BALLAST ALL AROUNDCTRACK9’-3"7" MINIMUM ASPHALTIC CONCRETEOR ASPHALT INSTALLED IN NOT MORETHAN 3" LIFTSFIELDGAGE PANELPANEL3’-10"MIN.1’-3"2’-6" MIN.(4) - 4" PVC SCHEDULE 80SIGNAL CONDUITS (BOTHSIDES OF CROSSING)FIELDPANEL7" x 9" x 10’-0"VARIESSTEEL FRAME TO BEHOT MIXED ASPHALTMIN. L4" x 3" x" ANGLE CONCRETE10"MIN.CTRACKGAGE PANELWOOD TIE (TYP.)2% 2%BALLAST SECTION10" MIN. BELOW TIENOTE:COMPACTED SUB-GRADE CROWN AT CENTER OF6’-0" MIN.COMPACTED HOT MIX ASPHALTIC CONCRETETRACKS, 2% SLOPE AWAY FROM CENTERLINE,(HMAC) SECTION, 6" MINIMUM COMPACTED TO90% COMPACTION TEST (ASTM D1557-91).FILL TRENCH WITH NATIVE MATERIAL 95%, CROWN AT CENTER OF TRACK, 2% SLOPEAFTER PIPE PLACEMENT, COMPACTED AWAY FOM CENTERLINEAND GRADED AS SHOWNTYPICAL BALLAST AND ASPHALT DETAILDOUBLE TRACKSCALE:" = 1’-0"FIELDPANELFIELDPANEL8’-0" 3’-0"3’-0" 8’-0"MIN.MIN.MIN.MIN.ROADW AYDRAIN10 FOOT LONG END TREATMENT (TYP.)8" I.D. x " THICK STEEL WALLPIPE. (NON-PERFORATED)DRAINPANELSVARIESCRAILROADCRAILROADTRACKDRAINTYPICAL DRAIN PIPE LAYOUTDOUBLE TRACKSCALE: NONETRACKROADWAYCDRAINLIMITS OF SIGNALCONDUITS (CAPPED)EDGE OF TRAVELEDWAY OF CURB6" DIAMETERPERFORATED PIPEEDGE OF TRAVELEDWAY OF CURBLIMITS OF SIGNALCONDUITS (CAPPED)PRE-FINAL SUBMITTALREVISIONS4 06/11/08 REVISED DRAIN PIPE LAYOUTS3 10/31/05REVISED DRAIN PIPE LAYOUTS AND TITLE BLOCK2 10/01/03MOVED NOTES TO ES4021-01 AND REVISED DETAILS1 04/12/02REVISEDREV. DATEDESCRIPTIONACACPCACDES.NDPMEMRMMRMMENG.DRAWN BY: A. CARLOS DATE:04/12/02APPROVED 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 STANDARDSPRECAST CONCRETE PANELSFOR HIGHWAY - RAIL GRADE CROSSINGSTANDARDSCALE:4201AS NOTEDREVISION SHEET4 2 OF 3CADD FILE:ES4201-02

LEGEND:G20-2100’ MAX. EXTENDED BUFFER SPACERAILROAD R8-8SIGNALC9A (CA)SEE CHARTTAPERSEE CHARTFLAGGERW20-4SEE CHARTFLASHINGARROW SIGNSEE CHARTW20-1ROADWORKAHEADW20-1SIGNCONE OR PORTABLE DELINEATORFLASHING ARROW SIGNFLAGGERONE LANEROADAHEADDIRECTION OF TRAFFICW20-4WORK SPACETYPE III BARRICADENOTE:W20-1W20-4FLASHINGARROW SIGNSEE CHARTC9A (CA)FLAGGERR8-8RAILROADSIGNALSEE CHART SEE CHART TAPER SEE CHART EXTENDED BUFFER SPACE 100’ MAX.WORK WITHIN RAILROAD RIGHT-OF-WAYTYPICAL APPLICATIONC9A (CA)ENDROAD WORKG20-2NOTES:G20-21. SCRRA EMPLOYEE IN CHARGE (EIC) AND LAW ENFORCEMENT OFFICER/FLAGGER WILL BE PRESENT AT ALLTIMES AT THE CROSSING IF THE WORK IS OF INTERMEDIATE-TERM STATIONARY, SHORT-TERM STATIONARY,OR SHORT DURATION.2. THE HIGHWAY-RAIL CROSSING WILL BE CLSED TO ROAD USERS IF THE WORK IS OF LONG-TERMSTATIONARY DURATION.DO NOTSTOPONTRACKSR8-8FOR ADDITIONAL NOTESAND CHART SEESHEET ES4301-02.EXTENDED BUFFER SPACE TAPERC9A (CA)TAPERSEE CHARTW20-4SEE CHARTW20-1G20-2RAILROADSIGNALR8-8MIN.SEE CHARTEXISTING MARKINGS WILL BE REMOVED ANDTEMPORARY MARKINGS WILL BE INSTALLED AS REQUIREDFLAGGERFLASHING ARROWSIGN (OPTIONAL)R8-8W20-1FLASHINGARROW SIGNRAILROADSIGNALSEE CHART SEE CHART TAPER TAPER TAPEREXTENDED BUFFER SPACESEE CHART MIN. MIN.W20-4C9A (CA)WORK IN THE VICINITY OFRAILROAD RIGHT-OF-WAYTYPICAL APPLICATIONNOTES:G20-21. SCRRA EMPLOYEE IN CHARGE (EIC) AND LAW ENFORCEMENT OFFICER/FLAGGER WILL BE PRESENT AT ALLTIMES AT THE CROSSING IF THE WORK IS OF INTERMEDIATE-TERM STATIONARY, SHORT-TERM STATIONARY,OR SHORT DURATION.2. A LAW ENFORCEMENT OFFICER/FLAGGER WILL BE PRESENT AT ALL TIMES AT THE CROSSING AND THERAILROAD CROSSING WARNING SIGNALS WILL BE RELOCATED OR INSTALLED TO PREVENT VEHICLES FROMSTOPPING ON THE TRACK IF THE WORK IS OF LONG-TERM STATIONARY DURATION.PRE-FINAL SUBMITTALREVISIONS3 05/19/10REVISED SIGN LOCATIONS AND NOTE 12 10/31/05REVISED NOTES, SIGNS, SHEET NUMBER AND TITLE BLOCK1 04/01/04REVISED NOTESREV. DATEDESCRIPTIONACACACDES.NDPMEMNPENG.DRAWN BY: A. CARLOS DATE:04/01/03APPROVED 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 STANDARDSTEMPORARY TRAFFIC CONTROLAT OR NEAR GRADE CROSSINGSSTANDARDSCALE:REVISION SHEET4301NONE3 1 OF 2CADD FILE:ES4301-01

FLOW CHARTTEMPORARYTRAFFIC CONTROLLOCATIONNOTES:1. TEMPORARY TRAFFIC CONTROL PLANNING AND DESIGN SHALL BE COORDINATED WITH THE SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SCRRA) SINCE PUBLIC AGENCIESAND SCRRA ARE OBLIGATED TO COORDINATE ALL INSTALLATION, OPERATION, MAINTENANCE USE AND PROTECTION OF GRADE CROSSINGS ACTIVITIES UNDER THE CALIFORNIAPUBLIC UTILITIES COMMISION. IN ORDER TO ASSURE NO DEGREDATION OF THE SAFE OPERATION OF GRADE CROSSINGS AND TO PROVIDE SAFE AND EFFICIENT MOVEMENTS OFTRAINS, VEHICLES, BICYCLISTS AND PEDESTRIANS, SCRRA MUST APPROVE ANY AND ALL TEMPORARY TRAFFIC CONTROL PLANS AND DEVICES.2. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO SCRRA FOR ALL ACTIVITIES LOCATED WITHIN OR IN THE VICINITY OF HIGHWAY-RAIL GRADE CROSSINGS. TRAFFIC CONTROLPLAN WILL COMPLY WITH THE CURRENT EDITIONS OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OFTRANSPORTATION;"WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH) PUBLISHED BY SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND"MUTCD 2003 CALIFORNIA SUPPLEMENT" PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS).WORK WITHIN RAILROADRIGHT-OF-WAYWORK IN THE VICINITY OFRAILROAD RIGHT-OF-WAY3. SCRRA RESERVES THE RIGHT TO CLOSE THE CROSSING TO VEHICLE TRAFFIC, REVOKE THE TEMPORARY RIGHT OF ENTRY AGREEMENT OR ASK THE PUBLIC AGENCY OR THECONTRACTOR TO CANCEL THE TEMPORARY TRAFFIC CONTROL IF, THE PUBLIC AGENCY OR CONTRACTOR ACTIVITY DOES NOT MEET MUTCD SECTION 6G-18 REQUIREMENTS;IN THE OPINION OF SCRRA, THE WORK INTERFERES WITH OR ENDANGERS THE MOVEMENT OF ROAD USERS AND TRAIN TRAFFIC; LAW ENFORCEMENT OFFICER(S) OR FLAGGER(S)ARE NOT PRESENT AT THE HIGHWAY-RAIL GRADE CROSSING; OR THE FLAGGER QUALIFICATIONS, CLOTHING, HAND-SIGNAL DEVICES, FLAGGER PROCEDURES AND FLAGGERSTATIONS DOES NOT MEET THE SCRRA, MUTCD, WATCH OR CALTRANS REQUIREMENTS. THE TRAFFIC CONTROL WILL BE TERMINATED INSTANTLY AND WORK WILL BE RESUMEDAT A LATER DATE AFTER APPROVAL HAS BEEN GRANTED BY SCRRA.DURATION OF WORKHIGHWAY-RAIL GRADE CROSSINGWITHIN OR IN THE VICINITY OF ATEMPORARY TRAFFIC CONTROL ZONE,LANE RESTRICTIONS, FLAGGING, OROTHER OPERATIONS4. THE LOCATION AND DURATION OF TEMPORARY TRAFFIC CONTROL, PROTECTION OR LACK OF PROTECTION BY RAILROAD CROSSING WARNING SYSTEM IN BOTH DIRECTIONS,TYPE OF RAIL AND HIGHWAY TRAFFIC AND FLAGGING CAN AFFECT THE DESIGN AND SELECTION OF TEMPORARY TRAFFIC CONTROL PLAN. THESE VARIABLE FACTORS SHOULDBE CAREFULLY STUDIED PRIOR TO DESIGNING AND IMPLEMENTING TEMPORARY TRAFFIC CONTROL ZONES. REFER TO THE ACCOMPANIED FLOW CHART THAT PROVIDES A QUICKRERERENCE TO THE RELATIONSHIP BETWEEN RAILROAD CROSSING CONDITIONS AND TRAFFIC CONTROL REQUIREMENTS.5. SCRRA FORM NO. 6 (TEMPORARY RIGHT OF ENTRY AGREEMENT) WILL BE EXECUTED AND SUBMITTED WHEN THE CONSTRUCTION ACTIVITY IS LOCATED WITHIN THE RAILROADRIGHT-OF-WAY. SCRRA FORM NO. 5 (INDEMNIFICATION AND ASSUMPTION OF LIABILITY AGREEMENT) WILL BE EXECUTED AND SUBMITTED WHEN HIGHWAY-RAIL GRADECROSSING EXIST WITHIN OR IN THE VICINITY OF A TEMPORARY TRAFFIC CONTROL ZONE, LANE RESTRICITIONS, FLAGGING OR OTHER OPERATIONS AND QUEUING OF VEHICLESACROSS THE TRACK(S) CANNOT BE AVOIDED.LONG-TERMSTATIONARYNOINTERMEDIATE-TERM STATIONARY ORSHORT-TERM STATIONARY OR SHORTDURATIONQUEUINGOF VEHICLESACROSS THETRACKYESNOMONITOR CROSSINGFOR QUEUINGTRAFFICSPEEDCHARTMINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT** TAPER LENGTH DELINEATOR SPACING(EACH LANE) TAPER TANGENTSIGN SPACING(BETWEEN SIGNS)BUFFER SPACE(OR FLAGGERSTATION)25 MPH150 Ft25 Ft50 Ft150 Ft55 FtYESRAILROAD SIGNALLOCATIONRAILROAD SIGNALLOCATION30 MPH35 MPH200 Ft250 Ft30 Ft35 Ft60 Ft70 Ft200 Ft250 Ft85 Ft120 Ft40 MPH350 Ft40 Ft80 Ft350 Ft170 Ft*45 MPH550 Ft45 Ft90 Ft550 Ft220 FtNOHIGHWAY-RIALCROSSING WARNINGSIGNALS PRESENTIN BOTH DIRECTIONSAT ALL TIMESHIGHWAY-RIALCROSSING WARNINGSIGNALS PRESENTIN BOTH DIRECTIONSAT ALL TIMESNODURATION OF WORK**50 MPH55 MPH600 Ft 50 Ft 100 Ft 600 Ft1000 Ft 50 Ft 100 Ft 1000 FtNOTES: ***REFER TO SECTION 8 OF WATCH MANUAL FOR HIGH SPEED SITUATIONS.DISTANCES SHOWN IN PARENTHESIS ARE APPROXIMATE.85TH PERCENTILE SPEED OR AS DIRECTED BY THE ENGINEER.280 Ft335 FtLONG-TERMSTATIONARYNOINTERMEDIATE-TERM STATIONARYOR SHORT-TERM STATIONARYOR SHORT DURATIONYES YES YESRELOCATE OR INSTALLCROSSING WARNINGSIGNALSHIGHWAY-RAIL CROSSINGWILL BE CLOSED TOROAD USERSSCRRA RAILROAD EMPLOYEE (SRE) ANDLAW ENFORCEMENT OFFICER/FLAGGER WILL BEPRESENT AT THE CROSSINGLAW ENFORCEMENTOFFICER/FLAGGER WILL BEPRESENT AT THE CROSSINGSCRRA RAILROAD EMPLOYEE (SRE) ANDLAW INFORCEMENT OFFICER/FLAGGERWILL BE PRESENT AT THE CROSSINGPRE-FINAL SUBMITTALREVISIONSMETRIC REFERENCES 1 AC05/19/10 OMITTED FROM TABLE NDPREV. DATEDESCRIPTIONDES. ENG.DRAWN BY: A. CARLOS DATE: 04/30/05APPROVED 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 STANDARDSTEMPORARY TRAFFIC CONTROLAT OR NEAR GRADE CROSSINGSSTANDARDSCALE:REVISION SHEET4301NONE1 2 OF 2CADD FILE:ES4301-02

10’ LONG 2 LB. PER LINEAL FOOT GALVANIZED SQUARE STEEL POST( " DIA. MOUNTING HOLES)2’-0"2’-6" 3"3’-3"2’-0"2’-3" 3" 1’-6" 3"1 "2 "1’-0" 1’-0"PRIVATERRCROSSINGNO TRESPASSINGRIGHT TO PASS BY PERMISSIONSUBJECT TO CONTROL OF OWNERSECTION 1008, CIVIL CODE9"4TRACKSCPUC STANDARD NO. 1-CTHIS SIGN COMPLIES WITH THE REQUIREMENTS OFCALIFORNIA PUBLIC UTILITIES GENERAL ORDER NO. 75-C9"4 - " DIA. HOLESFOR " DIA. BOLTSWHITE REFLECTIVESHEETING REVERSESCREENED STOP SIGNREDREFLECTORIZED ALUMINUMPLATE, " THICKBLACK BORDER AND CROSSPER MATERIAL SPECIFICATIONSMULTIPLE TRACK WARNINGSEE DETAIL BELOW2" SQUARE STEEL POSTFOR POST DETAILS SEEDRAWING ES6101GROUND LINE2" SQUARE STEEL ANCHOR(30" LONG)REFLECTORIZED ALUMINUMPANEL, " THICKBLACK BORDER AND CROSSPER MATERIAL SPECIFICATIONS1" RAD2" SQUAR STEEL POSTFOR POST DETAILS SEEDRAWING ES61012" SQUAR STEEL ANCHORFOR ANCHOR DETAILS SEEDRAWING ES6101RAILROADRREFLECTORIZED ALUMINUM9" 9"SEE MATERIAL SPECIFICATIONSFOR TEXT STYLEPANEL, " THICK1" 7" 1"1" 7" 1"1’-6"9" 9"4RCROSSINGPEDESTRIANSAND BICYCLESONLYTRACKS4TRACKS1’-1"9"4" 4"2’-3"NO. R15-20 "2’-3"2’-6"CPUC STANDARD NO. 1-D1’-1"SCALE: 3" = 1’-0"1 "2 "GROUND LINE4 - " DIA. HOLESFOR " DIA. BOLTSNOTE:" DIA. HOLES FOR " DIA.GALVANIZED BOLTS5’-6"NOTES:REFLECTORIZED ALUMINUMPANEL, " THICKSIGN R15-2 ONLY USED IFTWO OR MORE TRACKS,NUMBER TO CORRESPONDTO NUMBER OF TRACKSAT CROSSING.0 "1"8’ LONG 2 LB. PER LINEAL FOOT PAINTED SQUARE STEEL POST( " DIA. MOUNTING HOLES)CPUC STANDARD NO. 1-CPRIVATE CROSSING SIGN:TWO SIGNS SHALL BE USED AT EACH PRIVATE GRADECROSSING NOT EQUIPPED WITH AUTOMATIC WARNINGDEVICES, ONE FACING EACH ROAD APPROACH UNLESSCPUC STANDARD NO. 1-DPEDESTRIAN AND BICYCLECROSSING SIGN:FOR USE AT LOCATIONS DESIGNATED BYORDER OF THE CALIFORNIA PUBLICUTILITIES COMMISSION. THE WORDING"AND BICYCLES" IS OPTIONAL AND MAYBE OMITTED WHERE APPROPRIATE.NOREQ’D.THERE IS NO SPACE TO LOCATE THE SIGN OR SIGNS.1114441122211444MATERIAL SPECIFICATIONS:SIGNS:CPUC STANDARD NO. R15-2MULTIPLE TRACK WARNING:BILL OF MATERIALITEMNo. 1-C - PRIVATE CROSSING SIGN - COMPLETENo. 1-C "Stop" Panel.No. 1-C "Private crossing" Panel.2.79 LB. PER LINEAL FOOT SQUARE STEEL POST, 10 FT. LONG,WITH " DIA. KNOCKOUT HOLES, 4"x8"x " TRIANGULARANCHOR PLATE AND POINTED END, ALL GALVANIZED INACCORDANCE WITH A.S.T.M. SPEC. A-386" DIA, -20 x 2" ALUMINUM CARRIAGE BOLTS,ALLOY 2024-T4."-20 TAMPER RESISTANT NUTS, ALCOA PIECE NO.V-30-1365." x ¤" x 0.064" PLAIN, FLAT ALUMINUM WASHERS FOR" DIA. BOLTS, ALLOY 2024-T4No. 1-D - PEDESTRIAN AND BICYCLE CROSSING SIGN-COMPLETENo. 1-D SIGN PANEL.2.79 LB. PER LINEAL FOOT FLANGED CHANNEL STEEL POST, POINTED8’-0" LONG, POINTED END, WITH " DIAMETER KNOCKOUT HOLES" DIAMETER BY 2" GALVANIZED MACHINE BOLTS.GALVANIZED HEXAGON NUTS, " DIAMETER TAP.GALVANIZED CUT WASHERS FOR " DIAMETER BOLTS.No. R15-2 - NUMBER OF TRACKS (WHERE REQUIRED)NUMBER SIGN PANEL " x 9" x 9" WITH " DIAMETER MOUNTING HOLES."TRACKS" SIGN PANEL " x 9" x 27" WITH " DIAMETER MOUNTING HOLES." DIAMETER BY 2" GALVANIZED MACHINE BOLTS.GALVANIZED HEXAGON NUTS, " DIAMETER TAP.GALVANIZED CUT WASHERS FOR " DIAMETER BOLTS." THICK MILL FINISH ALUMINUM PANEL, ALCOA 6016-T6 OR EQUAL.PAINT ALL SIDES WITH LINEAR POLYURETHANE. COLOR FACE OF PANEL WITHENGINEERING GRADE, PRESSURE SENSITIVE , RETRO-REFLECTIVE WHITE VINYLSHEETING. SILK SCREEN LEGEND WITH BLACK INK. FINISH WITH EXTERIORGRADE PRESSURE SENSITIVE CLEAR MYLAR, 3M-1150 OR EQUAL.STEEL POSTS:12 GAGE (.105 THICK) 2.42 LBS. PER LINEAL FOOT SQUARE STEEL TUBE(ASTM A-36) WITH " DIA. KNOCKOUT HOLES. ALL GALVANIZEDIN ACCORDANCE WITH ASTM A-386.STEEL ANCHORS:12 GAGE (.105 THICK) 2.42 LBS. PER LINEAL FOOT SQUARE STEEL TUBE(ASTM A-36) WITH " DIA. KNOCKOUT HOLES. ALL GALVANIZEDIN ACCORDANCE WITH ASTM A-386.TEXT STYLE:TEXT TO BE "ARIAL BOLD" PER S.C.R.R.A. STANDARD ES1212.HARDWARE:ALL HARDWARE TO BE VANDAL RESISTANT.BOLTS: " X 2" LONG ALUMINUM CARRIAGE BOLTS, 2024-T4 ALLOY.(FOR SIGNS)BOLTS: " X 3" LONG ALUMINUM CARRIAGE BOLTS, 2024-T4 ALLOY.(FOR ANCHORS)NUTS: TAMPER RESISTANT, ALCOA OR EQUAL.WASHERS: PLAIN, FLAT ALUMINUM WASHERS.FOR USE AT MULTIPLE TRACK CROSSINGS.PRE-FINAL SUBMITTAL21REV.10/31/0504/12/02DATEREVISIONSREVISED TITLE BLOCKREDRAW AND ADD MULTIPLE TRACK WARNING DETAILDESCRIPTIONACACDES.MEMMEMENG.DRAWN BY: A. CARLOS DATE:04/12/02APPROVED 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 STANDARDSPRIVATE, PEDESTRIAN AND BICYCLERAILROAD GRADE CROSSING SIGNSTANDARDSCALE:43111 1/2" = 1’-0"REVISION SHEET2CADD FILE:1 OF 1ES4311

GATE WITH T ALL MAST,BELL AND CROSSBUCKS(MUL TIPLE TRACKS SIGNWHERE REQUIRED)EXAMPLE OF PEDESTRIANTREATMENT AT GRADE CROSSINGWITH ENTRANCE GATE ONLYw z:JCD0:::uI. 16" 'iI.. EXITI~lGATE WITH-OR-STUB MASTEXAMPLE OF PEDESTRIANTREATMENT AT GRADE CROSSINGWITH ENTRANCE AND EXIT GATEIEXIT..IEXIT DECAL SHALL BE ENGINEERINGGRADE RETROREFLECTIVE MATERIAL,WHITE WITH 3'12 BLACK ARIAL BOLDLETTERS AND ARROWEXIT DECALI ~ _ .-A1 B ICRGATE ARM LENGTHRTHIS TYPICAL ASSEMBLY SHALL BEUSED IN QUADRANTS THAT DO NOT HAVEROADWAY WARNING DEVICES INSTALLED.15" 26'l-THE DRILLED HOLE INTENDED FOR ACCESSTO MAIN MAST FLASHING LIGHTS SHALLHAVE A REMOVABLE COVER AND SEALEDWITH A GASKET AND RTV SEALANT8'-0" MAX. 'I.-I. .. 8'-0" MAX. 'iEXIT DECAL SHALL BE PLACED ONEACH PEDESTRIAN WARNING DEVICECENTERED ON THE GATE ARM WITH THEARROW POINTING IN THE DIRECTION OFTHE DESIGNATED EXIT PATH ANDONE-WAY SWING GATETHIS TYPICAL ASSEMBLY SHALL BEUSED IN QUADRANTS THAT HAVEROADWAY WARNING DEVICES INSTALLED.I1 IiPED GATE WITH STUB MAST04-3815007-0INCLUDES:STUB MAST W/JCT. BOX8'-0" FIBERGLASS GATE ARM *TWO L.E.D. GATE ARM LAMPS *COMPLETE GATE ASSYHARDWARE* ORDERED SEPARATELYGATE WITHSTUB MASTGATE WITHSTUB MASTw ~-' GATE ARM I DIM. I DIM. I DIM.LENGTH "A" "B" "C"CD0:---------------.----.-.-.-. t TRACK -.-.::u 4'-0" I 1'-0" I 2'-0" I 1'-0"4'-6" I 1'-1'2" 1 2'-3" 1 1'-1'15'-0" I 1'-3" I 2'-6" I 1'-3"5'-6" I 1'-4'/2" I 2'-9" 1 1'-4'/2"6'-0" 1'-6" 3'-0" 1'-6"6'-6" 1'-7'/2" 3'-3" 1'-7'/2"7'-0" 1'-9" 3'-6" 1'-9"7'-6" I 1'-10'/2" I 3'-9" 11'-10'/2"l8'-0" I 2'-0" I 4'-0" I 2'-0"w z:JGATE ARM LAMP SPACINGAND PLACEMENTCD0::: U" IiPEDESTRIAN GATE ASSEMBLYFOR "OFF-QUADRANT" APPLICATIONS04-3815008-0INCLUDES:16'-0" MAST W/JCT. BOX8'-0" FIBERGLASS GATE ARM *TWO L.E.D. GATE ARM LAMPS *COMPLETE GATE ASSYELECTRONIC BELLCROSSBUCKSHARDWARE* ORDERED SEPARATELY42"TOP OF FINAL GRADE NOTES:1. REFER TO ENGINEERING STANDARDS ES2015THRU ES2022 FOR INFORMATION REGARDINGSPECIFIC CONFIGURATIONS OF PEDESTRIANTREATMENTS AT VEHICLE CROSSINGS.2. ORIENTATION OF GATE ARM AND MECHANISMWILL VARY DEPENDING ON SITE SPECIFICREQUIREMENTS. ORIENTATION AS SHOWNIN THIS STANDARD ARE FOR ILLUSTRATIONPURPOSES ONL Y.3. COMPLETE GATE ASSEMBLIES SHALL INCLUDEGATE MECHANISM, LEFT AND RIGHT SUPPORTARMS, TYPE B CONVERSION BRACKET, BREAK-AWAY GATE ARM ADAPTER, 3 SHEAR PINS, KINGPIN ASSEMBLY, 8'-0" LONG LIQUID TIGHT FLEXCONDUIT AND CONNECTORS, AND ALL ASSOCIATEDHARDWARE.4. DEVIATION FROM THIS STANDARD SHALL BEAPPROVED BY MANAGER, C&S ENGINEERINGOR DESIGNATE.REVISIONS 1 FINAl REVEW BY' C&SDRC 1 DAW 11/21/DBITHE SOUTHERN CALIFORNIAENGINEERING STANDARDSREGIONAL RAIL AUTHORITY 8308iieii METROLINK Al ,OR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLElAGER, COMIflCATIONS N( SIGNAlS ENGER~GSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORI1YFOR THE ACCURACY ORfJ/I/I,Ø ~ M...xe./700 SOUTH FLOWER STREETCOMPLETENESS OF THISREV. I DATE I DESCRTION I DES. I ENG. 1 DIRECTOR, ENGINE~G AN CONSTRUCTION /' PLAN SHEET LOS ANGELES, CALIFORNIA 900171YPICAL GATE ASSEMBLIESNONEI HFOR PEDESTRIAN TREATMENTS- 1 OF 1AT VEHICLE CROSSINGS IL 'ES8308

iINST ALL OMNI-DIRECTIONALELECTRONIC BELL IN EACHQUADRANT WITH WARNINGDEVICESINST ALL OMNI-DIRECTIONALELECTRONIC BELL IN EACHQUADRANT WITH WARNINGDEVICESI. 16" 'i,.. EXITI~l-OR-¡EXIT..IWHEREREQUIREDWHEREREQUIREDEXIT DECAL SHALL BE ENGINEERINGGRADE RETROREFLECTIVE MATERIAL,WHITE WITH 3'12" BLACK ARIAL BOLDLETTERS AND ARROWEXIT DECALTWO-WAY(FRONT ANDBACK LIGHTS)WITHOUTCOUNTERWEIGHTSTWO-WAY(FRONT ANDBACK LIGHTS)- !! ..I. 8'-1" OR MORE 'i:EXIT..WITHCOUNTERWEIGHTSNOTES:1. THIS CONFIGURATION SHALL BE USED ATPEDESTRIAN CROSSINGS THAT ARE NOTLOCATED ADJACENT TO A HIGHWAY-RAILGRADE CROSSING.2. WHEN PEDESTRIAN PATHWAY IS EQUIPPEDWITH AN EXIT PATH AND ONE-WAY SWING GATE,AN EXIT DECAL SHALL BE PLACED ON EACHPEDESTRIAN WARNING DEVICE CENTERED ONTHE GATE ARM WITH THE ARROW POINTING INTHE DIRECTION OF THE DESIGNATED EXITPATH AND ONE-WAY SWING GATESEE NOTE 242" SEE ES8308 FOR DETAILSON GATE LAMP SPACING. TOP OF FINAL GRADESIDEW ALK/PEDESTRIAN P ATHW AY42"SEE NOTE 2TOP OF FINAL GRADESIDEW ALK/PEDESTRIAN P A THW A Y3. REFER TO ENGINEERING STANDARD ES8390FOR INFORMATION REGARDING PLACEMENTOF PEDESTRIAN AND BICYCLE ONLY WARNINGDEVICES.4. LIGHT ASSEMBLIES SHALL BE PLACED SO AS TONOT INTERFERE WITH GATE ARM MOVEMENT.PEDESTRIAN FLASHING LIGHTSIGNALS WITH GATE ASSEMBLY'" FOR GATE ARMS UP TO 8'-0" LONG '"PEDESTRIAN FLASHING LIGHTSIGNALS WITH GATE ASSEMBLY'" FOR GATE ARMS 8'-1" OR LONGER '"04-3815010-0 04-3815003-0INCLUDES:16'-0" MAST Wi JCT. BOX2-WAY LED FLASHER ASSYCOMPLETE GATE ASSY8'-0" FIBERGLASS GATE ARM *TWO L.E.D. GATE ARM LAMPS *ELECTRONIC BELLCROSSBUCKSPED XING SIGNHARDWARE* ORDERED SEPARATELYINCLUDES:16'-0" MAST Wi JCT. BOX2-WAY LED FLASHER ASSYCOMPLETE GATE ASSY8'-0" FIBERGLASS GATE ARM *L.E.D. GATE ARM LAMP KIT *ELECTRONIC BELLCROSSBUCKSPED XING SIGNHARDW ARE* ORDERED SEPARATELY5. FLASHING LIGHT SIGNAL UNITS SHALL BE12" L.E.D. TYPE DESIGNED TO OPERATE WITHA SOLID STATE CROSSING CONTROLLER ANDSHALL CONFORM TO AREMA C&S MANUALRECOMMENDATIONS.6. 1-WAY OR 2-WAY LED FLASHER ASSEMBLIESSHALL INCLUDE JUNCTION BOX CROSS ARMASSEMBL Y AND LAMP MOUNTING BRACKETSPER AREMA C&S MANUAL PART 3.2.51, 12" L.E.D.LAMP UNITS, 24" STEEL BACKGROUNDS, STEELHOODS AND ALL ASSOCIATED HARDWARE.7. COMPLETE GATE ASSEMBLIES SHALL INCLUDEGATE MECHANISM, LEFT AND RIGHT SUPPORTARMS (WITH OR WITHOUT COUNTERWEIGHTSUPPORT DEPENDING ON CONFIGURATION),(4) 50LB AND (2) 25LB COUNTERWEIGHTS ANDRET AINER BRACKETS (IF REQUIRED), TYPE BCONVERSION BRACKET, BREAKAWAY GATE ARMADAPTER, 3 SHEAR PINS, KING PIN ASSEMBLY,8'-0" LONG LIQUID TIGHT FLEX CONDUIT ANDCONNECTORS, AND ALL ASSOCIATED HARDWARE.8. THE DIMENSIONS SHOWN ARE TYPICAL.REVISIONS I FINAl REVEW BY' C&SDRC I DATE' 11/211081THE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITY iieii METROLINKENGINEERING STANDARDS 8309Al ,OR IT'S OFFICERS OR AGENTSACR, COllflCATIONS Af SIGNAlS CALIFORNIA REGIONAL RAIL AUTHORI1Y(J,I,1,Ø V' SOUTH FLOWER STREETREV. I DATE I I DES. I ENG. I DIRECTOR, ENGINEIVG AND ANGELES, CALIFORNIA 90017SHALL NOT BE RESPONSIBLEENGlfoERfGSOUTHERN FOR THE ACCURACY ORM...Je./700 COMPLETENESS OF THISDESCRTION CONSTRUCTION /' PLAN SHEET LOS 1YPICAL GATE ASSEMBLYNONEFOR PEDESTRIAN AND BICYCLE- 1 OF 1ONLY CROSSINGS 11'ES8309

FLASHING LIGHT SIGNALS WITH ENTRANCE GATES:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,ONE LANE EACH WAY.RIGHT ANGLE CROSSING ACUTE ANGLE CROSSING OBTUSE ANGLE CROSSINGREFERENCE AREMAC&S MANUAL PART3.1.36A~()Xi -1'6" MAX.o-f ~4'-6t-'15'* 12' MIN. MIN. ._._. ,_._._._._..L._._._._._._._._. t TRACK -'-'-'-'-._._._.- r_._._._._._. --"6" I- 12!~1N. *1_L MIN.D~ i6" MAX. 'X(): -i.... j -- -'-".................._........ .......... ........... 4'-6" 15' --1._....MIN. 12' MIN. *6" MAX.( ) ...... C&S MANUAL PART.~ i 3.1.6BNOTES:* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32' MEASUREDFROM THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.4. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308FOR ADDITIONAL INFORMATION.5. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.R£VlSIONS I FINAl REV£W BY' C&5DRC I DAm 11/21/081THE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITY iieii METROLINKENGINEERING STANDARDS 8350OR IT'S OFFICERS OR AGENTS~AGR, COMWCATIONS I1 SIGNAlS ENCERfGFOR THE ACCURACY OR~ ~ Q.,I,1,R t/ M..,Xe./ COMPLETENESS OF THISDES. ENG. DIR£CTOR, ENGERIG AN CONSTRUCTION ",SHALL NOT BE RESPONSIBLESOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREETR£V. DATE DESCRTION PLAN SHEET LOS ANGELES, CALIFORNIA 90017LOCATION PLANNONEFLASHING LIGHT SIGNALS 1 OF 2WITH ENTRANCE GATESIL'ES835ü-1

FLASHING LIGHT SIGNALS WITH ENTRANCE GATESINSTRUMENT ENCLOSURE, PULL BOX AND CONDUIT CONFIGURATIONSCRRA RIGHT-OF-WAY50' MIN.1-50' MIN.Dlûl-30' --!~w:_,' ' L,--ë--------2--- i ___ ,-= 2 ~(lX ' i i 30 --1 5 -i, ,T-.,______'i i i ' L:----- ' .J X()~ --- 't -i -= i25'_ _ ' r 4 _______ / 2 ------ '" , i'= 1---- t' 45.MAX) 2 'MAX 8 MIN. ____ _: 10' 12' 2 -. 4 - ____ ---------- II ______ BEND TYP. ' 12' r__ , )___ -MAX.10 -4-- MAX. 'I / ---,4- --- J 30'=1' ,- -- - --12' ~ 45.l' í BEND TYP. 6'~" MIN. ---: = j___=. l' IS' 6'4" MIN - ---- 4 .------/ l TRACK lT _ : 2 I __..___!~E~8' MIN.O :- i= ----Ò ~ÓX - --- i 't 4 --------'~.I- 15' X () ~ .-----, -=--- : 112' JDlû1-· NUMBER OF CONDUITS AS DESIGNATED IN THISST ANDARD IS INTENDED ONLY AS A GUIDE. INSTALLNUMBER OF CONDUITS AS REQUIRED.SCRRA RIGHT-OF-WAYREV. I DATE DESCRTIOAPPROVEO BYD(Jë..k~AGER. CONlCATIO NI SIGNALS ENGIlERmQ,;i;i,p 1/ MAx(!yREVISIONS FINAL REV£W BY' ClSORC I DAW 11/21/08OIRCTOR, ENGEERIG AN CONSTRUCTIONTHE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITYOR IT'S OFFICERS OR AGENTSSHALL NOT 8E RESPONSIBLEFOR THE ACCURACY ORCOMPLETENESS OF THISPLAN SHEETIlel'METROLINKSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORllY700 SOUTH FLOWER STREETLOS ANGELES, CALIFORNIA 90017LEGEND. -D -10" x 17" x 12"CONCRETE PULL BOX24" x 18" x 13"FIBERGLASS PULL BOX. -- -N- - -4' x 4' x 4'CONCRETE PULL BOXMUL TIPLE CONDUITSeN-NUMBER OF CONDUITS)---- - SINGLE CONDUIT~ - METER SERVICE0-8X6 CROSSING HOUSENOTES:1. INSTRUMENT ENCLOSURE LOCATION IS TYPICAL, MAY BELOCATED IN ANY NEUTRAL QUADRANT.2. ALL CONDUITS SHALL BE 4" SCHEDULE 40 PVC UNLESSOTHERWISE SPECIFIED.3. A MINIMUM OF 4 CONDUITS SHALL BE MAINTAINEDUNDERNEATH THE ROADWAY ON BOTH SIDES OF TRACKAFTER INITIAL INSTALLATION.4. SPARE CONDUITS SHALL BE INSTALLED COMPLETELY FROMONE 4' X 4' X 4' PULL BOX TO THE OTHER 4' X 4' X 4'PULL BOX.5. INSTALL EXPRESS CONDUIT WHERE APPLICABLE. NUMBEROF CONDUITS TO BE DETERMINED BY SCRRA SIGNALS ANDCOMMUNICATIONS PROJECT MANAGER.6. ALL CONDUIT SHALL BE BURIED A MINIMUM OF 36" BELOWTOP OF FINAL GRADE.7. INSTALL CABLE AND TRACK WIRE AS SPECIFIED BY SIGNALCIRCUIT PLANS.8. 24" X 18" X 13" PULL BOXES SHOULD BE PLACED DIRECTLYBESIDE THE SIGNAL MAST AT A MINIMUM DISTANCE OF 3'-0".9. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.ENGINEERING STANDARDSLOCATION PLANFLASHING LIGHT SIGNALSISTNINl¡SCllE'8350NONEIRE:JsHE2 OF 2WITH ENTRANCE GATES, GATES, EXIT GATES 1 PED GATES(INSTRUMENT ENCLOSURE, PULL BOX AND CONDUIT LAYOUT)ICAD IL'ES835Q-2

IFLASHING LIGHT SIGNALS WITH ENTRANCE AND EXIT GATES:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,ONE LANE EACH WAY.RIGHT ANGLE CROSSINGANGLED CROSSINGGATES PARALLEL TO TRACKANGLED CROSSINGGATES PERPENDICULAR TO ROADWAYpO 0-T.6" MAX.j 12" MAX.~tl ~ 11Z\715' - 14'-6" L Ãj4'-6" 1 15'* 12' MIN. -j MINJ U lMIN. r- 12' MIN. *.6" MAX.~ i Y \7j 112" MAX. o4'-6" IMIN. I-------+----------------_. t TRACK ._._._._._._._._._.--=* 12l-15'.f~;~:'Lr- D-li4~;~:'15't 12' r *¡:"l., r- ¡- ,l(l¿12" MAX. I-6" MAX. '14'-6"MIN.D--4'-6" 7::MIN. r 15'f -- -'---.I _ 12' MIN. *o l I X ( ) ~ / REFERENCE AREMA C&S/: i r- ~ ~ MANUAL PART 3.1.6C12" MAX. I FIGURE 3136C-26" MAX. '* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.NOTES:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32' MEASUREDFROM THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.4. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308 FORADDITIONAL INFORMATION.5. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.REVISIONS I FINAl REVEW BY' C&SORC I DAW 11121/DB ITHE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITY iieii METROLINKENGINEERING STANDARDS 8355OR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLElAGER, COWIANCATIONS AI SIGNAlS ENGERINGSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYFOR THE ACCURACY ORQ,,I,Ii. 1/ M"Jie./700 SOUTH FLOWER STREETCOMPLETENESS OF THISREV. I DATE I DESCRTION I DES. I ENG. I DIRCTOR, ENGEmNG AI CONSTRlCTION " PLAN SHEET LOS ANGELES, CALIFORNIA 90017TYPICAL LOCATION PLANNONEFLASHING LIGHT SIGNALS WITH- 1 OF 1ENTRANCE AND EXIT GATES L'ES8355Al ,

ICANTILEVER FLASHERS WITH ENTRANCE GATES:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,TWO LANES EACH WAY.,I iXT-~i6'4'MIN.*RIGHT ANGLE CROSSING-1 , 6" MAX.1: ~~:' L i _____12' MIN. * J, _._._. . '_'_'_'_._. f-l - ----. t TRACK ----6" MAX.~- ------- . . . . I -l~;~t" 12Jì~N *DD0:0r-X inI 6' ~N.ACUTE ANGLE CROSSING-- , 6" MAX.6" MAX. i f-DDMIN.\1 if~--i'-6" r-Xi in I *~6',15'12' MIN. *~:OBTUSE ANGLE CROSSINGI' i ,T I i X , :..1.../' 0'0*4'MIN.-l , ",': ..:........,D,~( ) D, F.........~......rl ........ 1;'~tp.tS\O~....... ......... .-., ¡ 6" MAX. *10' MIN. L. ~.9'??:'f''?'::"'" 4~~~:'~_.~~;_____/_1~'::-.---.f.: : 14'-6"t~_.-.-.-.-.-.-.-..-'- 1 12'\ 6" MAX.I' -.....i MIN:. ..............-.- * 10' MIN : ............" :, .........~.. \.1...' .-....... ,\1I () \1T --tSi --.......~.. : 6'q;~'~"""I'D I D X i I n*4'jIN, ,NOTES:* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32' MEASUREDFROM THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.4. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308 FORADDITIONAL INFORMATION.5. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.REVISIONS I FINAl REVEW BY' CISORC I OATr, 11/21/081THE SOUTHERN CALIFORNIAENGINEERINGREGIONAL RAIL AUTHORITY iieii METROLINKSTANDARDS 8360Al ,OR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLENONE'ACR, COMlACATIONS N( SIGNAlS ENGIIERriG SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYTYPICAL LOCATION PLANFOR THE ACCURACY ORA,I,1iø V' M..~~/700 SOUTH FLOWER STREET-CANTILEVER FLASHERS WITH ENTRANCE GATES 1 OF 1COMPLETENESS OF THISIl'REV. I DATE I DESCRTIO I DES. I ENG. I OlECTOR, ENGINERIG AN CONSTRUCTION / PLAN SHEET LOS ANGELES, CALIFORNIA 90017ES8360

CANTILEVER FLASHERS WITH ENTRANCE AND EXIT GATES:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,TWO LANES EACH WAY.6' ,RIGHT ANGLE CROSSING~~T- '! I i :X4'+lMIN.( )* i,:(i \l)\l6.6. : I: -i15' -14'-6"L ¡6"M~ 16"MAX.: L 15'* 12' MI;- MINJ : f-: 12' MIN. *L____________ t TRACK ---'------------1t 15 , : L .: : 4'-6" *" MAX: 12' i MIN. 15' *12' MIN. * 16" M.. L i. MIN. tijL 'II' \l\l ( ) ( )6. 6. I: 'I6'~ : ' I~ --, * 4'MIN.ûiû,~ACUTE ANGLE CROSSING--\l \l6" MAX. : ( ),,,,,,: -: j~' -lû!ûlA6" MA~IIi'-6~!::MIN. t15'\l ~ 12' MIN. *, : * i 4'MIN. 6,--* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.REVISIONSREV. I DATE DESCRTION DES. I ENG.11121/08THE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITYOR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLEFOR THE ACCURACY OR4/1/1iR V: M..~e. COMPLETENESS OF THISPLAN SHEETACR, COWJCATIONS Al SiALS ENGERfGOlCTOR, ENGERIG AN CONSTRUCTIONiiei. METROLINKSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREETLOS ANGELES, CALIFORNIA 90017OBTUSE ANGLE CROSSING~~-T yl I ' X6' '4'MIN. * j-l () ,6.~ 6. I : 6" ~A;.i4'-6"MIN.15' L* 12'MIN.l-A4'-6"1MIN.~ ¡ I6" MAX.\l \l-1~"X:MAX.:iN.*I () -T: I~ûiûNOTES:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32' MEASUREDFROM THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.4. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308 FORADDITONAL INFORMATION.5. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.ENGINEERING STANDARDS 8365TYPICAL LOCATION PLANCANTILEVER FLASHERS WITH ENTRANCEAND EXIT GATES ILF'ALE'NONE1 OF 1ES8365

FLASHING LIGHT SIGNALS WITH GATES AND MEDIAN:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,TWO LANES EACH WAYWITH MEDIAN.RIGHT ANGLE CROSSINGACUTE ANGLE CROSSINGOBTUSE ANGLE CROSSING12" MAX. -l 9'-0" MIN.1u.u~4~~~:' r 4'-6" ITT15' MIN r-ì~"X' L. r- I n Y7 Il 0*12'MIN. .15'*12' MIN.00&?MIN. r-4'-6" I~- 14'-6"-- MIN.: 15' ~ 15'i MIN. MIN. I _*'1" r ~4'-6l 4'-6"~ 12f *~ L:C1L: ~ -j h ,X()~D D 9'-0" MIN.12" MAX.DD()14~~:' i r- 1_~i4~~~:' 12'LlMIN. r---l-*Ci Ci I -j h r : 0-:D~--4'-6"I MIN.4'-6" r-MIN. I _Ci(i' Ci l-j h ,X()~9'-0" MIN.12" MAX.9'-0" MIN.* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.I- 12" MAX. NOTES:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ADDITIONAL MEDIAN WIDTH MAY BE REQUIRED TO PROVIDECLEARANCE FOR 24" BACKROUNDS, WINDGUARD OR GATECOUNTERWEIGHTS.4. BACKLIGHTS MAY BE ADDED AS CONDITIONS REQUIRE.5. GATE ARM LENGTH SHALL NOT EXCEED 32' MEASURED FROMTHE CENTER OF KINGPIN TO THE TIP OF GATE ARM.6. SEE ST ANDARD DRAWINGS ES8300 TO ES8308FOR ADDITIONAL INFORMATION.7. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.REVISIONS I FINAl REVEW BY' C&SDRC I DATE' 11121/081THE SOUTHERN CALIFORNIAENGINEERINGREGIONAL RAIL AUTHORITYSTANDARDS 8370iiei. METROLINKOR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLENONEAGR, CONIACATIONS N( SIGNAlS ENGERfiGSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYTYPICAL LOCATION PLANFOR THE ACCURACY ORD.",,,i. 1/ M...x~/700 SOUTH FLOWER STREET FLASHING LIGHT SIGNALS WITH GATES AND MEDIAN 1 OF 1COMPLETENESS OF THISREV. I DATE I DESCRTION I DES. I ENG. I DIRCTOR, ENGINERIG AN CONSTRUCTION /' PLAN SHEET LOS ANGELES, CALIFORNIA 90017 ES8370

FLASHING LIGHT SIGNALS WITH ENTRANCEAND EXIT GATES AND MEDIAN:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,TWO LANES EACH WAYWITH MEDIAN.RIGHT ANGLE CROSSING ACUTE ANGLE CROSSINGOBTUSE ANGLE CROSSING12" MAX.IGUX1 - 14'-6"* 15' -- MIN.12' MIN.1____ iV V.-.-.-.-.-.-------------.--- t. TRACK -------------.-.-.-.--i 4'-6"I MIN.4'-6" ~ p:: ~~:jMIN. 1I \7'96' I '(()\714'-6" Ir~ ~MIN.~I12" MAX.4'-6" IMIN. ~N'''ÛÛ'rli~.',,~'N_MIN.' "MAX~'h.12" MAX ' ~'6" I :12--------------.-t-~*15'12' MIN.4'-6" f-J~ \7()4'-6" IMIN. i-MIN.I _14'-6"M 6.oi i iii i-F 14'-6"tMIN.ri i ¡- 6' MIN. MIN. 12,1~'IN. *12"MAX.:)6.LX()~\7 /::4'-6" 1-- h IMIN.12" MAX.~()X- 14'-6"-- MIN.12" MAX.YVVÛÛ15'* 12' MIN. r --4'-6" r -14'-6" r-¡I MIN.I X()~1 MIN. I _6' MIN. -- hi ~ 12" MAX.U I : 6. (14'-6"MIN.6. 6. Ir-r~ ~4'-6"~12" MAX. MIN.* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.NOTES:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ADDITIONAL MEDIAN WIDTH MAY BE REQUIRED TO PROVIDECLEARANCE FOR 24" BACKROUNDS, WINDGUARD OR GATECOUNTERWEIGHTS.4. BACKLIGHTS MAY BE ADDED AS CONDITIONS REQUIRE.5. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32' MEASUREDFROM THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.6. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308 FORADDITIONAL INFORMATION.7. WHERE BOTH ENTRANCE GATES AND EXIT GATES ARE ALIGNEDON A MEDIAN, FRONT LIGHTS SHALL BE INSTALLED ON THEASSEMBL Y CLOSEST TO TRAFFIC APPROACHING IN THELAWFUL DIRECTION.8. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.REVISIONS I FINAl REVEW BY' C&SDRC I DATr, 11121/081THE SOUTHERN CALIFORNIAENGINEERINGREGIONAL RAIL AUTHORITY iieii METROLINKSTANDARDS 8375Al ,OR IT'S OFFICERS OR AGENTSlAGER, COWlACATIONS At SIGNAlS ENGf£ERtlSHALL NOT BE RESPONSIBLEFOR THE ACCURACY OR(.vl/1~ t( M..~e./ COMPLETENESS OF THISSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREETREV. I DATE I DESCRTIO I DES. I ENG. 1 DIRCTOR, ENGEERIG AN CONSTRUTIO /' PLAN SHEET LOS ANGELES, CALIFORNIA 90017TYPICAL LOCATION PLANNONEFLASHING LIGHT SIGNALS WITH ENTRANCE 1 OF 1AND EXIT GATES AND MEDIANES8375

CANTILEVER FLASHERS WITH ENTRANCE GATES AND MEDIAN:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,THREE OR MORE LANESEACH WAY WITH MEDAN.RIGHT ANGLE CROSSING ACUTE ANGLE CROSSING OBTUSE ANGLE CROSSINGiV I X6'4' MIN.*9'-0" MIN.() : ()tb.i ~'-6":I ¡i 1-1;2"iMAX.IVV4'-6" I-- MIN. 1-: : -- MIN. r-15'0000:00L '~b. () b. ~ t1 :: : r-j2" : i () M~ VV ~4'-611 I I 4'-6"MIN. : : MIN.4'T-VMIN.*I 'X':i9'-0"MIN.10io 012'MIN.*vvvn :: ()-i 4~~~:' 112" f. M~.-- ¡ ii ¡ r: -- 4~~~:' I V I 'i ~b. b. i : : i9'-0" MIN.15'12'MIN.*6'Xi: I4'MIN.*A-iV!VV~-~4'-6" : : MIN. 15'-- MIN. I-II~ -.U:12'+"~MIN. *I I"" MAX:11 4'-:~t---rb.()b. ~6'4' MIN. *g'-O" MIN. ~vvivMIN. : : MIN.Îo4'-6":,12" MAX.-- ~: : r+':14'-6"l)-T V Vtb. b. i ~ : I, 6' --'i 4'MIN. *Xi i A9'-0" MIN.NOTES:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. ADDITIONAL MEDIAN WIDTH MAY BE REQUIRED TO PROVIDECLEARANCE FOR 24" BACKROUNDS, WINDGUARD OR GATECOUNTERWEIGHTS.4. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32'MEASURED FROM THE CENTER OF KINGPIN TO THE TIP OFGATE ARM.5. SEE STANDARD DRAWINGS CS2000, CS2030 AND CS2040FOR ADDITIONAL INFORMATION.6. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEEING OR DESIGNATE.REVISINS I FINAl REVEW BY' C&SDRC I DATE' 11/21/081THE SOUTHERN CALIFORNIAENGINEERINGREGIONAL RAIL AUTHORITY iieii METROLINKSTANDARDS 8380OR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLElAGER, COllCATIONS MI SIGNAlS ENGER~GSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYFOR THE ACCURACY ORfJ/f/fiø t( M"Jie./700 SOUTH FLOWER STREETCOMPLETENESS OF THISREV. I OATE I OESCRTION I DES. I ENG. I DIRECTOR, ENGERI Nl CONSTRUTION /' PLAN SHEET LOS ANGELES, CALIFORNIA 90017TYPICAL LOCATION PLANNONECANTILEVER FLASHERS WITH ENTRANCE GATES 1 OF 1AND MEDIANES8380

RIGHT ANGLE CROSSINGI~JD!D*6' rY : ¡X4'tM1N. il: LJ I 4'-6" r:-i MIN.*15'.4'-6"MIN.12'iM'N' J '_'_'_ t TRAl _._._._._._._._._._. . '-'-'-'-'-'-'-'-'-'1-_._._._._. . . . . ._.- :- ._._._. : * 15': 12' MIN.4~ i~~i 4~~~:' t-12".MAX()\7 \7MIN.14'-6"AI \7 \7~) , " * 6',,,~ :,~ 1-12" MAX'~'_6" l: 0 1\ 1\ I' MIN. li li6'M'N. :: ixi 4' A-l MIN.D4'-6" IMIN. i-REVISIONS 11/21/08AGR, CO~lACATIONS AI S1GN.lS ENGERfGREV. I DATEDESCRTION DES. I ENG.Q.,A,Aid vi M..,)e.DIRCTOR, ENGINERIG AN CONSTRUCTIONCANTILEVER FLASHERS WITH ENTRANCEAND EXIT GATES AND MEDIAN:ONE OR MORE TRACKS,TWO-WAY VEHICULAR TRAFFIC,THREE OR MORE LANESEACH WAY WITH MEDAN.OBTUSE ANGLE CROSSING8:i 4'-6"MIN.DDDACUTE ANGLE CROSSING.-.-- ._._._._._.-\-._._.0:00_.-\--_._._-_._._-_.- , :, * 12' M'N. ¡ -I 4'-6" r :, ' ' 4'-6" 1- A N. -l¡¡I . 'L=f~: : I 4r~ 6'' '-1 : :4'MI~INOTES:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES., '15' :i 151.*12'MIN~'_'_14'-6"i: I:M'N.:: 1 MIN.4'-6"t6' M'NJ --. '- M'N.: "='.4-' : * : : MIN.OiOO~12" MAX.-j ~4'-6"1MIN. i-* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C&S ENGINEERING OR DESIGNATE.'l I i, ) -r :x +"4'MIN% :'i ¡ () -- L~2" ,-- MAX i 6' .M.IN' . ~ j2" -I MAX.-- 1- L-l: l:~ 4~i~:' I -. 4'-6" LDDiD~ 12'M'N.* 15' ¡: !: ¡:(" ~,. * 6' 1-f4~~6" t r- () --1-12" MAX. 6' M'N. 12" MAX.-j L- \71 )\73. ADDITIONAL MEDIAN WIDTH MAY BE REQUIRED TO PROVIDECLEARANCE FOR 24" BACKROUNDS, WINDGUARD OR GATECOUNTERWEIGHTS.4. ROADWAY GATE ARM LENGTH SHALL NOT EXCEED 32' MEASUREDFROM THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.5. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308,ES8320 & ES8325 FOR ADDITIONAL INFORMATION.6. WHERE BOTH ENTRANCE GATES AND EXIT GATES ARE ALIGNEDON A MEDIAN, FRONT LIGHTS SHALL BE INSTALLED ON THEASSEMBL Y CLOSEST TO TRAFFIC APPROACHING IN THELAWFUL DIRECTION.7. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C&S ENGINEEING OR DESIGNATE.THE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITYOR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLEFOR THE ACCURACY ORCOMPLETENESS OF THISPLAN SHEETiieii METROLINKSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREETLOS ANGELES, CALIFORNIA 90017ENGINEERING STANDARDS 8385TYPICAL LOCATION PLANCANTILEVER FLASHERS WITH ENTRANCEAND EXIT GATES AND MEDIAN ILF:ALF,NONE1 OF 1ES8385

PED FLASHING LIGHT SIGNALS WITH GATES:ONE OR MORE TRACKS,TWO-WAY PEDESTRIAN TRAFFIC,RIGHT ANGLE CROSSING2' 6" IFROM -EDGE -- IOF PATH *T15'12'MIN.*o~ -\¿¿~~ST AriON-END OFPLATFORM APPLICATIONL-'~\PED. PATHWAY_._-- l ._._._._.l._.- t TRACK _.-I-._._._._._.-f-._._.-? ()a I! ;--15'12' MIN. *Q.--r-0~ FROM I ~ EDGE2'-6"- OF PATH_._.--~-------------~-- It TRACK -.-.-.-.-------------------.-,'1m,)~~PED. PATHWAYNOTES:* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BYSCRRA MANAGER OF C8cS ENGINEERING OR DESIGNATE.1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.2. ALL DIMENSIONS ARE SHOWN IN FEET AND INCHES.3. GATE ARM LENGTH SHALL NOT EXCEED 8' MEASURED FROMTHE CENTER OF KINGPIN TO THE TIP OF GATE ARM WITHOUTCOUNTERWEIGHTS.4. SEE STANDARD DRAWING ES8395 FOR ADDITIONAL INFORMATION.5. DEVIATION FROM THIS STANDARD SHALL BE APPROVED BYSCRRA MANAGER OF C8cS ENGINEERING OR DESIGNATE.6. PEDESTRIAN GATE CONFIGURATIONS MUST HAVE CHANNELIZATIONAND EXIT SWING GATES.7, DISTANCE BETWEEN TIP OF GATE ARM AND POST TO BE BETWEEN41/2IN. AND 5 IN. GATE TIP MUST BE FREE OF BURRS AND SHARPEDGES.REV. I DATE DESCTIOREVISIONS FINAl REV£W BY' C&SORC I DATE 1I/211D8APPROVED BYDOJ é.. k \MAlER, COIlCATIONS AI SIGNAlS ENGE~GeI/I/liø V: M..'xe.iiS. I ENG. I DIRECTOR, ENGERIG Nm CONSTRUTIOTHE SOUTHERN CALIFORNIAREGIONAL RAIL AUTHORITYOR IT'S OFFICERS OR AGENTSSHALL NOT BE RESPONSIBLEFOR THE ACCURACY ORCOMPLETENESS OF THISPLAN SHEETiieii METROLINKSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY700 SOUTH FLOWER STREETLOS ANGELES, CALIFORNIA 90017ENGINEERING STANDARDS1ST AII/DTYPICAL LOCATION PLANPEDESTRIAN FLASHING LIGHT SIGNALS WITH GATESCROSSING CONFIGURATIONISCX1'8390NONEI~VI;:N E CET- 1 OF 1ICAD 11'ES8390

iIiIITYPICAL LOOP LAYOUT DIMENSIONS1. LOOPS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.2. "A" - TYPICALLY 15' TO MAINTAIN DIMENSIONS "G" AND "E" MAY BEREDUCED IF ENTRANCE GATED CANNOT BE RELOCATED.3. "B" - TYPICALLY 15' MAY BE REDUCED IF EXIT GATES CANNOT BE RELOCATED.(SEE "E"),o o1R GATEPB4Rm1L GATE~ t ; ~æWiL----- T:~O-P-~1------¡4L 6~TEI:~o-p-~-r------i"A" : L_____.J______I "- '-______1.______JIt~- ~- ---- ---- ----- -- --------- --~iiILGATEPB----~~ _L99£' _ ~ J~-Q~~-----------J -lL§§~-_~-_-_-_-_-_-_-_-_-_-ll~~'~__lliB iiL-4. "C" - TYPICALLY 12", MAY VARY FROM 6" TO 12" DEPENDING ON PAVEMENTQUALITY.5. "D" - TYPICALLY 2' FROM EDGE OF TRAVELED WAY OR LANE LNE.6. "E" - 3'-3Y2' RECOMMENDED TO AVOID LOOP ACTIVATION WHEN A VEHICLECROWDS UNDER AN ENTRANCE GATE. DIMENSION MAY BE REDUCED IFGATES CANNOT BE RELOCATED IN ORDER TO MAINTAIN THE 5' MINIMUMREFERENCED IN DIMENSION "G".7. "F" - TYPICALLY 2' FROM LOOP TO EDGE OF TRAVELED WAY, SIMILAR TODIMENSION "D", MAY BE INCREASED UP TO 5' WHERE IMPROVED SHOULDEROR OTHER EXISTS OR FURTHER AS DETERMINED BY DIAGNOSTIC REVIEW.8. "G" - MAXIMUM LOOP WIDTH SHALL NOT EXCEED 8'. MINIMUM LOOP WIDTH OFENTRANCE AND EXIT LOOPS TYPICALLY NOT TO BE LESS THAN 5'. LOOPSBETWEEN TRACKS SHALL NOT BE LESS THAN 3' WIDE.9. "H" - MAXIMUM LOOP LENGTH 28'-6".10. "I" - MAXIMUM 13' BETWEEN LOOPS IN THE SAME LANE.I-TB--~-----i--------- --~----i---H=-~IIBII.i --I i--- -..------r--- ! - - PB ~-----, ~ i "E"i IIEII ii LOOP-3i-r.'e~---:3L ~TE i~o-p-~ 14~G~'--l-1"F" I . I I . _ _ _ _ __PB i PB ~ ¡3R GATE i 2L GATE ¡: i "011 I : i ifi "A"----~lPB2R GATENOTES:1), TOTAL AREA OF LOOP SHALL NOT EXCEED 144 SQ. FT.(EX. 8' MAX WIDTH X 18'. 144 SQ. FT.(EX. 6' X 24'. 144 SQ. FT.2), WHILE LOOPS MAY COVER MULTIPLE LANES. THEY SHALLNOT COVER PARTIAL LANES.3), VEHICLE DETECTION LOOPS SHALL BE PRE -FORMED, VIT ALWATER REPELLENT, WITH AN INTEGRAL CHECK LOOP SUCH ASTHAT MANUFACTURED BY RENO A8iE.4), SAW-CUTTING PAVEMENT FOR LOOP INSTALLATION SHALL BEAVOIDED.REVIIONS I FINAL REVEW BY' C&SORC DATE' 11/21/0BTHE SOUTHERN CALIFORNIAAPPROVED BYENGINEERING STANDARDSREGIONAL RAIL AUTHORITY iieii METROLINK8405() OA ë.. ~ \M OR IT'S OFFICERS OR AGENTS AL 'NONESHALL NOT BE RESPONSIBLEACER, COllATIONS N( SIGNALS ENGIt£ERt SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORllYFOR THE ACCURACY ORQ./i/ieR V' M..~e.700 SOUTH FLOWER STREETCOMPLETENESS OF THISREV. I DATE I DESCRPTIO I DES. I ENG. I DIRCTOR. ENGERIG AN CONTRUCTION PLAN SHEET LOS ANGELES, CALIFORNIA 90017SI N(NiVITALPLACEMENT FOR INDUCTIVE LOOPS- 1 OF 1USED WITH EXIT GATES il'ES8405