SWING GATE DETAILS - Metrolink BY: DATE: APPROVED BY DIRECTOR OF ENGINEERING AND CONSTRUCTION...

CL

SUB BALLAST

MAINTAIN GRADE

THROUGH CROSSING

TRACK SECTION FOR HORIZONTAL TANGENT

BALLAST

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GAGE PANEL

(TYP)

FIELD PANEL

(TYP)

FIELD PANEL

(TYP)

GAGE PANEL

(TYP)

BALLAST

ASPHALT

PAVEMENT

GAGE PANEL

(TYP)

FIELD PANEL

(TYP)

10’ TIMBER TIES

SEE NOTE 1

(RAILS NOT IN SAME PLANE)

B

SEE NOTE 4

FIELD PANEL

(TYP)

CRUSHED

MISCELLANEOUS

BASE

(TYP)

A

CRUSHED

MISCELLANEOUS

BASE

10’-0"

9’-6"

10’-0"

9’-6"

6" MIN.

11’-0"

10’-0"

9’-6"

10’-0"

9’-6"

1’-0"

1% MAX.

TRACK SECTION FOR SUPERELEVATED CURVE

CL

TRACK SECTION FOR HORIZONTAL TANGENT AT CROSSING

WITH EXIT GATES AND INDUCTION LOOPS

CL CL

CL

CL

SIGNAL CONDUITS (TYP)



INDUCTION LOOP (TYP)

6" PERFORATED DRAIN PIPE (TYP)

3’-0" - 3’-6" FROM GATE

BALLAST

GAGE PANEL (TYP)

CL

CL


ATYPICAL SECTION

MIN.

1’-6" 2’-6"

VA

RIE

S

3’-

10"

1’-

3"

6"

DRAINAGE PIPE AND CONDUIT DETAILS

BTYPICAL SECTION

2"

2"

2"

2"

8"

2" HMAC & COMPACT

PAVEMENT SECTION EGM LOOPS

VA

R.

BALLAST

GLASS GRID 8502 OR EQUAL 2" HMAC

EGM LOOP

2" HMAC & COMPACT

6"

MIN.

12"

MIN.

FILL TRENCH WITH NATIVE

MATERIAL AFTER PIPE

PLACEMENT, COMPACT AND

GRADE AS SHOWN

COMPACTED HOT MIX ASPHALT CONCRETE (HMAC) SECTION,

6" MINIMUM COMPACTED WITH STEEL VIBRATURY ROLLER

TO 95% CROWN AT CENTER OF TRACK, 2% SLOPE AWAY

FROM CENTERLINE, PLACE AC IN SINGLE 6" THICK LIFT.

SEE NOTE 3 (TYP)

MIN.

6"

MIN.

12"

MIN.

6"

MIN.

12"

12"

MIN.

6"

MIN.

WITH EXIT GATES AND INDUCTION LOOPS

TRACK SECTION FOR HORIZONTAL TANGENT AT CROSSING

GLASS GRID 8502 OR EQUAL

6" PERFORATED

DRAIN PIPE (TYP)

6" PERFORATED

DRAIN PIPE (TYP)

10’ TIMBER TIES

SEE NOTE 1

SIDEWALK GRADE 4"

2"

LC TRACK

0% +1.73%

FLOWLINE DEPRESSION = 0"

CURB HEIGHT = 0"

CURB HEIGHT = 6"


CURB HEIGHT = 6"

CURB & GUTTER FLOWLINE TRANSITION

VARIES FROM ZERO TO 2"

STREET CROSS SLOPE TRANSITION

VARIES FROM ZERO TO 2"

STREET GRADE DESIGN

LENGTH VARIES PER

END STREET VC

2% STREET CROSS

SLOPE SECTION

FL

OW

LIN

E

DE

PR

ES

SIO

N

=

2"

CU

RB

HEIG

HT

=

6"MATCHES TOP OF CURB

TOP OF SIDEWALK

SIDEWALK

GRADE BREAK

4"

2"

FLOWLINE GRADE

TOP OF CURB

STREET PROFILR GRADE

AT LIP OF GUTTER PAN

-1.11%

-1.72%

-Y%

STREET GRADE DESCENDS AWAY FROM TRACKS

STREET PROFILE AT CROSSING

STREET PROFILE AT CROSSING

LC TRACK

STREET GRADE DESIGN

LENGTH VARIES PER

STREET GRADE DESCENDS TOWARDS TRACKS

STREET CROSS SLOPE TRANSITION

VARIES FROM 2% TO ZERO VARIES FROM 2" TO ZERO

CURB & GUTTER FLOWLINE TRANSITION

SIDEWALK

GRADE BREAK

4"

2"

4"

2"

-3.68%

FLOWLINE GRADE

SIDEWALK

GRADE

-1.11%

-0.51% -1.11%

STREET PROFILE GRADE

AT LIP OF GUTTER PAN

FL

OW

LIN

E

DE

PR

ES

SIO

N

=

2"

CU

RB

HEIG

HT

=

6"


CURB HEIGHT = 6"FLOWLINE DEPRESSION = 0"

CURB HEIGHT = 0"

CURB HEIGHT = 6"

TYPE G1 DRAINAGE INLET, CONNECT TO

LOCAL AGENCY STORM DRAINAGE SYSTEM

END STREET VC

ZERO % STREET CROSS SLOPE SECTION

MATCHES TOP OF CURB

TOP OF SIDEWALK

0%

-X%

BEGIN STREET VC

BEGIN TRANSITION FROM ZERO

STREET CROSS SLOPE SECTION

TO 2% STREET CROSS SLOPE

SECTION

BEGIN STREET VC

BEGIN TRANSITION FROM

2% STREET CROSS SLOPE

SECTION TO ZERO % STREET

CROSS SLOPE SECTION

TOP OF CURB

NOTES:

REFER TO ES 2006 FOR GRADE 1.

CROSSING TRACK COMPONENTS.

PAVEMENT OUTSIDE OF RAILROAD

TRACKS SHALL BE CONSTRUCTED

AS PER APWA STANDARD 133-2.

HOT MIX ASPHALT CONCRETE IN

ACCORDANCE WITH SCRRA’S

SPECIFICATION 02513.

2.

3.

INDUCTION LOOP SHALL BE 4.

CENTERED BETWEEN THE

TWO ADJACENT TRACKS.

5. REFER TO SCRRA STANDARD

ES8405 FOR INDUCTION LOOP

DETAILS.

COMPACTED HOT MIX ASPHALT

CONCRETE (HMAC) SECTION, 6"

MINIMUM COMPACTED WITH STEEL

VIBRATURY ROLLER TO 95% CROWN

AT CENTER OF TRACK, 2% SLOPE

AWAY FROM CENTERLINE, PLACE AC

IN SINGLE 6" THICK LIFT.

SEE NOTE 3 (TYP)

CRUSHED

MISCELLANEOUS

BASE

COMPACTED HOT MIX ASPHALT

CONCRETE (HMAC) SECTION, 6"

MINIMUM COMPACTED WITH STEEL

VIBRATURY ROLLER TO 95% CROWN

AT CENTER OF TRACK, 2% SLOPE

AWAY FROM CENTERLINE, PLACE AC

IN SINGLE 6" THICK LIFT.

SEE NOTE 3 (TYP)

COMPACTED HOT MIX ASPHALT CONCRETE (HMAC) SECTION,

6" MINIMUM COMPACTED WITH STEEL VIBRATURY ROLLER

TO 95% CROWN AT CENTER OF TRACK, 2% SLOPE AWAY

FROM CENTERLINE, PLACE AC IN SINGLE 6" THICK LIFT.

SEE NOTE 3 (TYP)

3’-0" MIN.

5’-0" PREFERRED

8’-0" MAX.

(4) - 4" PVC

SCHEDULE 80

SIGNAL CONDUITS

(BOTH SIDES

OF CROSSING)

6" PERFORATED

DRAIN PIPE (BOTH

SIDES), WRAP WITH

FILTER FABRIC AND

6" TRACK BALLAST

ALL AROUND

SCARIFY SUBGRADE ROADBED 6" DEEP AND

COMPACTED WITH STEEL VIBRATORY ROLLER

TO 90% ASTM D-155.



TO 90% ASTM D-155.

6" PERFORATED

DRAIN PIPE (TYP)

CRUSHED

MISCELLANEOUS

BASE



TO 90% ASTM D-155.



TO 90% ASTM D-155.

2’-6"

14’-6"

5’-0"5’-0"27’-6"

37’-6"

37’-6"

27’-6"

14’-6"

5’-0"5’-0"

2’-6"

4001

NONE

1 OF 1-

ES4001

A. CARLOS 12/30/09

- -- - -

HIGHWAY-RAIL GRADE CROSSING

TYPICAL SECTIONS

DATE:DRAWN BY:

APPROVED BY

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DESCRIPTIONDATEREV.

REVISIONS

MANAGER: CIVIL ENGINEERING SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

700 SOUTH FLOWER STREET, 26TH FLOOR

LOS ANGELES, CALIFORNIA 90017

THE SOUTHERN CALIFORNIA

REGIONAL RAIL AUTHORITY

OR ITS OFFICERS OR AGENTS

SHALL NOT BE RESPONSIBLE

FOR THE ACCURACY OR

COMPLETENESS OF THIS

PLAN SHEET

PRE-FINAL SUBMITTAL

SWING GATE DETAILS

SCALE:

S

-

OR

DIA

C C

EXISTING GRADE ANDFINISHED SURFACE

SIGN

DETAIL

-

1

-

3

EMERGENCY EXIT GATE

APPROACH SIDE

4- AND ENTRY/EXIT GATE

TRACK SIDE EMERGENCY EXIT GATE

-

2

ENTRY/EXIT GATE

APPROACH SIDE

*

�" 2

�" 2

�" 2�" 2

TYPTYP

HEIG

HT

MAY BE MOUNTED ON SEPARATE POST

NOTES:

1.

2.

1’-0" 1’-0"

1’-

2"

1’-0"

1’-

2"

1"

"8

7"

41

1"

43

11"

"8

51

"2

11

PANEL �" THICK

PAINTED ALUMINUM

BACKGROUND COLOR:

REFLECTIVE WHITE

COPY COLOR:

BLACK

1’-6"

9" 2"

CA

P

SILKSCREENED

COPY COLOR:

BLACK

1’-

2"

3’-0"

2’-

0"

3’-

0"

6"

2’-

0"

1’-4""43

3’-9

4"

1" DIA X 40 STD

6"

6"

1" DIA. x 40 STD.

STEEL PICKETS

STEEL PLATE

2’-

6" S

Q.

12" DIA. x 2’-6" DEEPCONCRETE FOOTING

MATCH EXISTING GRADEAND FINISH SURFACE.RESTORE CROSSWALKTO MATCH EXISTING

3"

2"x3"x �" NEOPRENE

RUBBER GASKET

2" DIA. x 40 STD STEEL

PIPE GATE FRAM

3" DIA. x 40 STD

STEEL PIPE SUPPORT

2"x3"x �" NEOPRENE

RUBBER GASKET

3" DIA. x 40 STDSTEEL PIPE SUPPORT

2" DIA. x 40 STDSTEEL PIPE GATE

FRAME

SYMBOL COLOR:

RED

A DUPLEX SYSTEM (PAINT OR POWDER COAT OVER GALVANIZING) SHALL BE USED FOR THE

SWING GATE ASSEMBLY AND HAND RAILING. AFTER FABRICATION AND SURFACE PREPARATION,

THE SWING GATE ASSEMBLY AND HANDRAILING SHALL BE HOT-DIP GALVANIZED IN

ACCORDANCE WITH ASTM A123 (PRODUCTS) AND A153 (HARDWARE). COATING WHICH HAS BEEN

SHOP OR FIELD CUT, BURNED BY WELDING OR DAMAGED SHALL BE REPAIRED OR RE-COATED

IN ACCORDANCE WITH ASTM A780.

AFTER CLEANING AND PROFILING GALVANIZED SURFACE IN ACCORDANCE WITH ASTM D6386,

THE SWING GATE ASSEMBLY AND HANDRAILING SHALL BE PAINTED OR POWDERCOATED WITH

A ZINC-RICH PRIME COAT, HIGH PERFORMANCE FIRST COAT AND ACRYLIC TOP COAT. THE

PAINT COLOR SHALL BE FEDERAL COLOR NO. FS34092 UNLESS NOTED OTHERWISE.

NOT TO SCALE

3" DIA. x 40 STDSTEEL PIPE SUPPORT

2" DIA. x 40 STD STEEL

PIPE GATE FRAME

316" STEEL PLATE WELDED

ON TOP OF GATE POST

SCALE: 34" = 1’-0"

SCALE: 34" = 1’-0"SCALE: 34" = 1’-0"1 12" = 1’-0"

"

DIA.

41

4

T

ES4002-02

1

-

2

-

3

-

4

-

1"

1"

TYP

TYPNOTES:

4002

1 OF 20

A. CARLOS 12/12/09

- -

AS NOTED

ES4002-01

PEDESTRIAN SWING GATE DETAILS

- - -

4�"x3"x �"

STEEL PLATE

4�"x3"x �"

STEEL PLATE

STEEL PICKETS@ 4" O.C.

FONT TYPEPER ES3301-02

3M EXTERIOR GRADE VINYL DIE CUT SHEETING,COLOR: WHITESEAL SIGN WITH TRANSPARENT ANTI-GRAFFITTI FILM.FOR ADDITIONAL SIGN DETAILS SEE ES3318 AND ES3319.

1.

2.3.

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

NOTES:

DETAIL TT DETAIL UU DETAIL V1 & V2V

V2

V1

CL

-

-

-- -

LC

L

CURVE "B" SAME AS "A"

EXCEPT REVERSE IMAGE

SWING GATE HINGE DETAILS HINGE SLEEVE DETAILS

HINGE SLEEVE CURVE DETAIL

3" DIA. x 40 STD

GALVANIZED STEEL

PIPE GATE POST

�" x 30" BENT PLATE

4"x4"x �"

HALF SHELL3"x3"x �"

HALF SHELL

2" DIA. x 40 STD SCH.

GALV. STEEL PIPE

GATE FRAME�" ZERK FITTING

�"

�"

�" 30

�"

FULL LENGTH

(TYP, U.N.O.)

2 �

"

1 �"2

1"x30"x �" NEOPRENERUBBER EPOXY ON FLANGEOF BENT PLATE

1.75" DIA.

O.77" DIA

0.77" DIA.

2" DIA.

�" ZERK FITTING

5"

.5"

�" ZERK FITTING

2"

"41

8

5 �"

1"1 �"2"1 �"1 �"

�"

2"x3"x �" P

2" DIA. x 40 STD.GALV. STEEL PIPEGATE FRAME

4"x4"x �"HALF SHELL

3"x3"x �"HALF SHELL

2"x3"x �" PL

TACK WELDNUT TO BOLT

�"

STEEL PIPEGATE POST

�" DIA. x 7" LONG ASTM A325 BOLT.THREAD 1 �". BOLT HEAD SHALL BE 1 �" MIN.

�" 3TYP

CURVE "A"

CURVE "B" SAME AS "A" EXCEPT REVERSE IMAGE

OUTER SURFACE OFUPPER SLEEVE HINGE

OUTER SURFACE OFLOWER SLEEVE HINGE

EDGE OF 0.77ANGULAR HOLE

45̂

0.385"

0.508"

0.630"

0.753"

0.875"

1"

0.235"

0.188"

0.141"

0.094"

0.047"CURVE CURVE

STRAIGHTSURFACEAT 45^INCLINATION

B-A

45̂

HINGE SLEEVE GRADE OF STEEL TO BE ASTM A441 HARDENED STEEL.

ALL HINGE SLEEVE DIMENSIONS ARE IN INCHES UNLESSOTHERWISE NOTED.

HINGE SLEEVE MACHINING SHALL BE PRECISION TO THENEAREST THOUSANDTH OF AN INCH (0.001).

ROTATING CURVED CONTACT SURFACES OF HINGESLEEVE, (CURVE SURFACES ’B’ AND ’A’) TO BE POLISHED.

CONSTRUCT AND ASSEMBLE ONE GATE FOR TESTING, SCRRA TO WITNESS GATE TESTING AND APPROVE GATE OPENING AND CLOSING OPERATION BEFORE ANY WORK DONE AT ANY STATION PEDESTRIAN CROSSING. IF GATE OPERATION IS NOT APPROVED BY SCRRA, MODIFY GATE AND GATE HINGE AS NECESSARY AND REPEAT TESTING UNTIL GATE OPERATION IS APPROVED BY SCRRA.

FORCE REQUIRED TO OPERATE SHALL BE 22N (5 LBS) MAX.

1.

2.

3.

4.

5.

6

4002

NONE

2 OF 20

A. CARLOS 12/12/09

- -

PEDESTRIAN SWING GATE DETAILS

ES4002-02- - -

}

{

SCRRA APPROVAL REQUIRED.

SIGNAGE AND DETECTABLE STRIP.

YES

NO

NO

NO

NO

NO NO

NO

YES

YES

YES

YES

YES YES

{

{ POINT

DECISION

1

DECISION

POINT

2

DECISION

POINT

3

DECISION

POINT

4

DECISION

POINT

7

DECISION

POINT

8B

DECISION

POINT

8A

BEGIN

NODECISION

POINT

5

YES

NODECISION

POINT

6

YES

PEDESTRIAN CROSSING SHOULD PROVIDE A SAFE ENVIRONMENT FOR PEDESTRIANS, BICYCLISTS AND PERSONS

NOTES:

WITH DISABILITIES WHILE NAVIGATING THE CROSSING. DURING THE DESIGN OF THE CROSSING, THE DESIGN

ENGINEER SHALL CONSIDER FACTORS SUCH AS PRESENT OF STATIONS IN THE VICINITY, ESTABLISHMENT OF

QUIET 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 PEDESTRIAN

ACTIVITY, 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" SHALL

INCLUDE 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 THE

DESIGN OF THE PEDESTRIAN TREATMENT AT CROSSINGS. THIS PROCESS SHALL BE SIMILAR FOR ANY TYPE

OF PEDESTRIAN CROSSING AND DEFINES THE SCRRA RECOMMENDED APPROACH TO THE APPLICATION OF

PEDESTRIAN TREATMENTS AT CROSSINGS.

DECISION POINT 1

THE EXISTENCE OF PEDESTRIAN ACTIVITY SHALL BE DETERMINED. THIS INCLUDES SIDEWALKS LEADING UP TO

THE RIGHT-OF-WAY, OR EVIDENCE OF PEDESTRIANS CROSSING AT THE LOCATION. SCRRA STANDARDS CALL

FOR THE ADDITION OF PEDESTRIAN TREATMENTS IF PEDESTRIANS UTILIZE THE AREA FOR CROSSING. THE

DESIGN ENGINEER SHALL TAKE THE FOLLOWING ACTIONS WHEN EVIDENCE OF ACTIVITY EXISTS WITHOUT

PEDESTRIAN 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 2

IF THE CROSSING IS TO BE INCLUDED IN A QUIET ZONE, THE CROSSING SHALL RECEIVE FULL TREATMENT

FOR SAFETY ENHANCEMENTS AND QUIET ZONE SIGNAGE SHALL BE INSTALLED.

DECISION POINT 3

THE TYPE OF PEDESTRIAN CROSSING IS ANALYZED AT THIS STEP. A PEDESTRIAN CROSSING WITHIN A

STATION - OR A PEDESTRIAN CROSSING ASSOCIATED WITH A VEHICLE CROSSING ADJACENT TO THE STATION -

REQUIRES FULL PEDESTRIAN TREATMENT.

DECISION POINT 4

IS THE CROSSING LOCATED WITHIN A 10 MINUTE WALKING DISTANCE OF A SCHOOL, HOSPITAL, OR OTHER

FACILITY THAT CAN BE EXPECTED TO SUPPORT DISABLED PEOPLE? IF THE ANSWER IS YES TO ANY OF THE

LISTED 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 TO

WEATHER THERE IS SIGNIFICANT PEDESTRIAN ACTIVITY, THE DESIGN ENGINEER SHALL CONDUCT A STUDY OF

THE CROSSING, IN ORDER TO DETERMINE THE VOLUME OF PEDESTRIANS USING THE CROSSING BOTH ON-PEAK

AND OFF-PEAK HOURS, THE TYPES OF PEDESTRIANS (i.e. SCHOOL CHILDREN, ELDERLY, DISABLED, BIKE

RIDERS, etc.) AND THE BEHAVIOR PATTERN OF THE PEDESTRIANS (ARE THE PEDESTRIANS BEHAVING IN A

SAFE MANNER IN USING THE CROSSING, COGNIZANT OF POTENTIAL TRAIN ACTIVITY), AND THEN DISCUSS

THE RESULTS OF THIS STUDY WITH SCRRA AND CPUC FOR CLEAR CONSENSUS WITH THE SAFETY REVIEW

TEAM AS TO THE PRESENCE OR ABSENCE OF SIGNIFICANT PEDESTRIAN ACTIVITY. FULL TREATMENTS ARE

REQUIRED IN THE EVENT OF A YES ANSWER TO ANY OF THESE QUESTIONS.

DECISION POINT 5

DECISION POINT 6

IN THIS CASE, IT MAY NOT BE APPROPRIATE TO INSTALL FULL PEDESTRIAN TREATMENTS, BUT SHALL

NEED APPROVAL FROM SCRRA. IN AN URBAN ENVIRONMENT, HOWEVER, FULL TREATMENTS ARE REQUIRED

WHEN MULTIPLE TRACKS ARE IN A LOCATION WITH LIMITED VISIBILITY. DECISION POINT 7 DOES THE CROSSING LOCATION HAVE RESTRICTED VISIBILITY? FULL TREATMENTS ARE REQUIRED WHEN

THERE IS LIMITED VISIBILITY AT CROSSINGS.

DECISION POINT 8 IS THE RIGHT-OF-WAY NECESSARY TO COMPLY WITH THE MANUAL UNOBTAINABLE? IF NOT, THEN FULL PEDESTRIAN

TREATMENTS ARE REQUIRED. SCRRA STANDARD DRAWINGS INCLUDE VARIATIONS TO THE STANDARD CONFIGURATION

DEPENDING ON THE AVAILABLE RIGHT-OF-WAY. IN CASES WHERE THE RIGHT-OF-WAY REQUIRED FOR THE USE OF

ONE OF THESE STANDARD APPLICATIONS CANNOT BE AQUIRED DUE TO EXISTING PROPERTY USES, OR BECAUSE

OF OTHER CONDITIONS, THE DESIGN ENGINEER SHALL REQUEST A DEVIATION FROM STANDARD, AND DESIGN A NON

STANDARD APPLICATION.

EXISTING PEDESTRIAN ACTIVITY

SIDEWALKS LEADING TO THE

RAILROAD RIGHT OF WAY

CROSSING CONSIDERED FOR

QUIET ZONE

VEHICLE/PEDESTRIAN CROSSING

WITH ADJACENT PASSENGER STATION

(INCLUDING LIGHT RAIL)

SCHOOL ZONE

HOSPITAL ZONE

ADJACENT ADA FACILITY

SIGNIFICANT PEDESTRIAN ACTIVITY

LEVELS ACCUR

NOTE 1

VISIBILITY RESTRICTED ON APPROACH

CONSTRAINED RIGHT OF WAY -

UNABLE TO FIT PEDESTRIAN GATE(s)

NOTE 2

NO SPECIAL PEDESTRIAN TREATMENT REQ.

(ADD SIGNAGE TO DISALLOW PEDS)

ST

AN

DA

RD

PA

SSIV

E-

NO

TE 3

FU

LL

ST

AN

DA

RD

TR

EA

TM

EN

TS PROVIDE PEDESTRIAN ACCESS/CHANNELIZATION

AND PASSIVE WARNING DEVICES

PROVIDE SWING GATES

PROVIDE ACTIVE WARNING DEVICES

PROVIDE PEDESTRIAN GRADE SEPARATION

NOTES:

FOR PASSIVE WARNING DEVICES, THE DESIGNER SHALL USE THE FOLLOWING ORDER FROM LEAST THE MOST:

SIGNAGE (IF NO SIDEWALKS ARE PRESENT OR PLANNED).

SIGNAGE, DETECTABLE STRIPS AND SWING GATES.

SIGNAGE, DETECTABLE STRIPS, SWING GATES AND CHANNELIZATION.D.

C.

B.

A.

3.

2.

1.1

3

1

2

FE

AT

UR

ES

TEN MINUTE WALK RULE - CROSSING LOCATED WITHIN TEN MINUTES WALK ( TO MILE WALK).

DOES THE CROSSING HAVE THREE OR MORE MAIN OR CONTROLLED SIDING RAILROAD TRACKS? IF THE ANSWER

IS YES, THE PEDESTRIAN CROSSING SHALL BE GRADE SEPERATED. THE GRADE SEPERATION CAN BE AN

OVERHEAD OR UNDERPASS.

DOES THE CROSSING HAVE TWO MAIN RAILROAD TRACKS? THIS DECISION POINT IS ARRANGED SO THAT A

YES ANSWER FOR THIS QUESTION ACCOUNTS FOR TWO TRACKS IN RURAL AREAS THAT SEE FEW PEDESTRIANS.

3 OR MORE MAIN OR CONTROLLED

SIDING TRACKS

TWO MAIN TRACKS

4004

NONE

1 OF 1-

ES4004

A. CARLOS 12/12/09

- - -- -

PEDESTRIAN CROSSING DESIGN

CONSIDERATION TABLE

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

4’-

6" 1’-

3"

1’-

3"

TOP OFSIDEWALK

NOTES:

2’-

0"

3"

6’-0"

6"

DRILL �" DIA.HOLES, 8 TOTAL

SIGNS (R9-3) "NO PEDESTRIANCROSSING" AND (R9-3a)

SEE NOTE 2 - USESLEEVE POST DETAIL

1’-0"

R

PCC (TYP)

2’-

0"

"2

11

SLEEVE, SEENOTE 2

PCC (TYP)

FINISH GRADE

�" DIA. GALVANIZED BOLTWITH NUT AND WASHER,

DEFORM THE THREAD

2" NPS OR 1 �" NPS STD.PIPE POST, GALVANIZED.

2" DIA. STD PIPE,RAILS AND POSTS (TYP)

SLIP JOINTS

A

-

10"

1’-

2"

1’-

2"

4"

TYPE 1

TYPE B SECTION A

SLEEVE POST DETAIL

NOTES:

PEDESTRIAN BARRICADE SHALL BE AS PER CALTRANS PLAN ES-7PAND AS MODIFIED HEREWITH.

PIPE POST TO BE SET 1’-6" BACK FROM FACE OF CURB UNLESSOTHERWISE SPECIFIED.

STEEL SLEEVE TO BE CONSTRUCTED WITH A DIAMETER OF 110"

LARGER THAN POST. WALL THICKNESS OF SLEAVE TO BE SAMEAS POST OR LARGER.

CONTRACTOR MAY SUBMIT ALTERNATIVE DETAILS FOR APPROVALBY SCRRA.

FOR MINIMUM PIPE DIAMETERS AND WALL THICKNESS REFER TOASTM A6M.

THE LOCATION OF BARRICADE SHALL BE COORDINATED WITHLOCAL AUTHORITY AND SCRRA.

THE "CROSS ONLY AT CROSSWALKS" (R9-2) AND "USE CROSSWALK"(R9-3b) SIGNS AS PER CA MUTCD SHALL BE INSTALLED ATAPPROPRIATE LOCATIONS AS NEEDED.

1.

2.

3.

4.

5.

6.

7.

METAL HAND RAILING DETAILS

PEDESTRIAN BARRICADE DETAILS

4005

1 OF 1-

ES4005

A. CARLOS 12/12/09

- - -- -

AS NOTEDPEDESTRIAN BARRICADE

AND METAL HAND RAILING DETAILS

3’-

1"

SEE NOTE 5

METAL HAND RAILING SHALL BE AS PER APWA STANDARD PLAN 600-2,"TYPE B" AND AS MODIFIED HEREWITH.

RAILS, POSTS AND PICKETS SHALL BE GALVANIZED STEEL PIPE.

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.

WELDS SHALL BE SLOT OR FILLET WELDS EQUAL TO THICKNESS OF PIPE.WELD ALL JOINTS ALL AROUND.

INSTALL HIGH VISIBILITY YELLOW REFLECTIVE TAPE 3" x 3".

1.

2.

3.

4.

5.

CC SPAN SPAN

YELLOW REFLECTIVE TAPE FOR RAILINGPERPENDICULAR OR AT ANGLE TO SIDEWALK

SEE NOTE 5

YELLOW REFLECTIVE TAPEWHEN RAILING IS PARALLELOR AT AN ANGLE TO THESTREET

TY

PIC

AL IN

ST

AL

LA

TIO

N

INS

TA

LL

ATIO

N

2’-

1" T

YPIC

AL

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

STRIPING

DETECTABLE WARNING STRIP

CONCRETE

LEGEND

DIRECTION OF TRAFFIC

AC PAVEMENT (SHOWN FOR

PEDESTRIAN FACILITY ONLY)

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

NOTES:

1. THESE STANDARDS ARE NOT INTENDED TO REPLACE

EXISTING REGULATORY STANDARDS, NOR TO BE A

SUBSTITUTE FOR ENGINEERING KNOWLEDGE,

EXPERIENCE AND JUDGMENT, BUT ARE REQUIREMENTS,

WHICH ARE MOST IMPORTANT FOR SAFE CONSTRUCTION,

MAINTENANCE AND OPERATION OF PEDESTRIAN FACILITIES

AT HIGHWAY-RAIL GRADE CROSSINGS. SINCE THE ACTUAL

DESIGN WILL TYPICALLY BE SITE SPECIFIC, INFORMATION

SHOWN ON THIS DRAWING WILL BE MODIFIED AS NECESSARY

IN CLOSE COLLABORATION WITH SCRRA.

2. FOLLOW CALIFORNIA MUTCD FOR STRIPING, SIGNING, AND

OTHER TRAFFIC WARNING DEVICES.

3. REFER TO THE FOLLOWING FOR ADDITIONAL DESIGN

INFORMATION:

a. SCRRA ENGINEERING STANDARD ES4201 FOR CONCRETE

PANELS AND PAVED END RAMP.

b. SCRRA ENGINEERING STANDARD ES5101 FOR INTER-

TRACK FENCE.

c. SCRRA ENGINEERING STANDARD ES5107 FOR SECURITY

ACCESS GATE, K-RAIL AND BOLLARDS.

d. SCRRA ENGINEERING STANDARD ES4001 FOR TRACK

SECTIONS AND ASPHALT CONCRETE PAVEMENT DETAILS.

e. SCRRA ENGINEERING STANDARD ES4002 FOR SWING

GATE DETAILS.

f. SCRRA ENGINEERING STANDARD ES8308 AND ES8309

FOR PEDESTRIAN WARNING DEVICES.

g. CALTRANS STANDARD PLANS A20A FOR TRAFFIC

LINES (STRIPES) AND A88A FOR DETECTABLE WARNING

SURFACE (STRIPE).

h. CALTRANS STANDARD PLANS A20B DETAIL 27B AND

A20C TYPE "G" FOR PAVEMENT MARKERS.

i. APWA STANDARD PLAN 606-2, TYPE "B" FOR STEEL

TUBE RAIL. (ONE ADDITIONAL RAIL 4" FROM BOTTOM).

4. FENCING AND STEEL TUBE RAIL LOCATIONS SHALL BE

ADJUSTED AS NECESSARY TO PROVIDE SCRRA MAINTENANCE

VEHICLES ACCESS TO RIGHT-OF-WAY AND SIGNAL & TRACK

FACILITIES WITH SCRRA APPROVAL.

5. PREEMPTION AND TOTAL WARNING TIME SHALL TAKE INTO

CONSIDERATION THE PEDESTRIAN WALKING DISTANCE AND

CLEARANCE TIME AND SHALL MEET THE REGULATIONS

AND REQUIREMENTS OF THE AMERICAN WITH DISABILITIES

ACT (ADA) AND CA MUTCD.

CONCRETE CROSSING

PANELS (TYP)

1’-0"

(TYP)

8’-

0"

MA

X.

4’-6"

MIN.

(TYP)

1’-6"

1’-6"

4’-

6"

AUDIBLE DEVICE

4’-

6"

MIN.

(TYP)

VEHICULAR GATE ARM

2’-0" WIDE STOP LINE

AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 CA MUTCD

2’-0" CLR.

FROM FACE

OF DEVICE

15’-0"

12’-0" MIN.AS AUTHORIZED

BY SCRRA

8’-0"(TYP)

C TRACKL

0

1"=12’

12 12 24

6’-0"

MIN. (TYP)

(TYP)

MIN.

4’-0"

(T

YP)

(TYP)

PCC SIDEWALK

5’-

0"

MIN.

VA

R.

5’-0"

MIN.

(TYP)CURB AND GUTTER

STEEL TUBE RAIL (TYP)

SEE NOTE 4

18’-

0" (5’

GA

TE)

21’-

0" (8’

GA

TE)

18’-

0" (5’

GA

TE)

21’-

0" (8’

GA

TE)

XX

XX

XX

XX

X

EXTEND 4’-0" WELDED WIRE

MESH FENCE AT LEAST 50’-0"

BEYOND CROSSING (TYP)

XX

XX

X

IN

FIE

LD

TO

BE

DE

TE

RMIN

ED

XX

XX

X

XXX

XX

XX

XX

X X

TO BE DETERMINED

IN FIELD

TO BE DETERMINED

IN FIELD

(T

YP)

1’-

6"

6’-

0" (8’

GA

TE)

4’-

0" (5’

GA

TE)

2’-6"

(TYP)

1’-

6"

(T

YP)

(TYP)

10’-0" (TYP)

0"

CF

FU

LL

HT.

CU

RB

(TYP)

10’-0"

CURB LINE (4" SOLID WHITE

RETRO REFLECTIVE STRIPE)

SIGNAL HOUSE

SECURITY ACCESS GATE

PER ES2915 (TYP)

9’-6"15’-0" MIN.9’-6" BOLLARD (TYP)

6"

(T

YP)

MIN.

(T

YP)

STEEL TUBE RAIL

(TYP) SEE NOTE 4

XX

SIDEWALK

PCC45

PEDESTRIAN GATE

ARM (TYP)

SWING GATE

(TYP)

PEDESTRIAN WARNING

DEVICE (TYP)

K-RAIL

2’ WIDE DETECTABLE

WARNING STRIP (TYP)

4’-6"

5’-

0"

MIN.

6"

(T

YP)

2’-

0"

MIN.

PAVED RAMP

AC (TYP)

12" SOLID

WHITE STRIPE

4’-0"4’-0"

45

2’-6"

2’-0"1’-0"

4011

NONE

1 OF 1-

ES4011

A. CARLOS 12/12/09

PEDESTRIAN FACILITIES AT VEHICLE CROSSING

ENTRANCE GATES ONLY- - -- -

CURB LINE DETAIL CALTRANS 27B

WITH RPM (RAISED PAVEMENT MARKER)

TYPE G SUPPLEMENT (TYP)

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).














STRIPING


CONCRETE

LEGEND




DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

0"

CF

10’-0"

(TYP)

FU

LL

HT.

CU

RB

1’-0"

(TYP)

8’-

0"

MA

X.

5’-

0"

MIN.

4’-

6"

MIN.

(TYP)

1’-6"


SEE NOTE 4

PCC SIDEWALK

4’-

6"

VA

R.

5’-

0"

MIN.

5’-0"

(TYP)

MIN.

4’-

6"

2’-0" CLR.

FROM FACE

OF DEVICE


BY SCRRA

8’-0"

C TRACKL

6’-0"

MIN.

(TYP)

(TYP)

(T

YP)

15’-0" (TYP)

(TYP)

6" (T

YP)

(TYP)

2’-6"

0

1"=12’

12 12 24

(TYP)

MIN.

4’-

0"

2’-

0"

MIN.

(T

YP)

PCC SIDEWALK

(TYP)

PAVED RAMP

18’-

0" (5’

GA

TE)

21’-

0" (8’

GA

TE)

18’-

0" (5’

GA

TE)

21’-

0" (8’

GA

TE)

X

XX

TO BE DETERMINED

IN FIELD

9’-6"

TO

BE

DE

TE

RMIN

ED

IN

FIE

LD

XX

XX

XX

XX




XX

XX

X

15’-0" MIN. 9’-6"

X

BOLLARD (TYP)

TO BE DETERMINED

IN FIELD

X

X X

XX

XX

XX

XX

XX

X

(TYP)

6"

2’-6"

(TYP)

4’-

0" (5’

GA

TE)

6’-

0" (8’

GA

TE)

1’-

6"

(T

YP)

(T

YP)


WARNING STRIP (TYP)

SIGNAL HOUSE

SECURITY ACCESS GATEPER ES2915 (TYP)

10’-0" (TYP)

C TRACKL CONCRETE CROSSING PANELS(TYP)

CURB AND

GUTTER

MIN.

(T

YP)

AUDIBLE DEVICE (TYP)

PEDESTRIAN GATE

ARM (TYP)

SWING GATE (TYP)

PEDESTRIAN WARNING

DEVICE (TYP)

4’-6"

MIN(TYP)

1’-

6"

45

45

(TYP)

X

AC (TYP)

K-RAIL

4’-0"

2’-0"1’-0"

4’-0"

12" SOLID WHITE

STRIPE



2’-0" WIDE STOP LINE AT RIGHT

ANGLE TO TRAVELED WAY PER

CH. 8 CA MUTCD

VEHICLE DETECTION LOOP (TYP)

VEHICULAR GATE ARM (TYP)

4012

NONE

1 OF 1-

ES4012

A. CARLOS 12/12/09

PEDESTRIAN FACILITIES AT VEHICLE CROSSING

ENTRANCE / EXIT GATES- - -- -

CURB LINE DETAIL CALTRANS 27B

WITH RPM (RAISED PAVEMENT MARKER)

TYPE G SUPPLEMENT (TYP)

R=6"

(TYP)

PCC

SIDEWALK

AC

PVMT

RAISED

MEDIAN

AC PAVEMENT (TYP)

8" HIGH RAISED MEDIAN

PER CITY STANDARDS

0"

CF

0

1"=12’

12 12

24

(T

YP)

5’-

0"

MIN.

VA

R.

12" SOLID WHITE STRIPE

(TYP)

4’-

6"

MIN.

8’-

0"

MA

X.

5’-

0"

MIN.

5’-0"MIN.(TYP)


BY SCRRA

15’-0"

15’-0"


BY SCRRA

4’-

6"

15’-0"

(TYP)

4’-

6"

MIN.

(TYP)

1’-0"

(TYP)

(TYP)

1’-6"

6"

(T

YP)

(TYP)

10’-0" 10’-0"

(TYP)

2’-

0"

MIN.

(T

YP)

PCC

SIDEWALK

2’-6"(TYP)

RAISED

MEDIAN

(TYP)

10’-0"

CONCRETE CROSSING

PANELS (TYP)

MIN.

(TYP)

4’-

0"

MIN.

(TYP)(TYP)

8’-0" MIN.

9’-

0"

MIN.

4’-

6"

MIN.

(TYP)

18’-

0" (5’

GATE)

21’-0" (8’

GATE)

21’-0" (8’

GATE)

18’-

0" (5’

GATE)

(TYP)

1’-6"

1’-

6"

(TYP)

XX

XX

XX

XX

X

TO BE DETERMINED

IN FIELD

K-RAIL

XXX

XX

9’-6"

TO

BE

DE

TE

RMIN

ED

15’-0" MIN. 9’-6"

XX

X

BOLLARD (TYP)

XX

X

X X

TO BE DETERMINED

IN FIELD

IN

FIE

LD

X

X X X X

XX

XX

X

XX

X


PER ES2915 (TYP)


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 OF CA MUTCD

C TRACKL C TRACKL


SEE NOTE 4

AUDIBLE DEVICE

SIGNAL HOUSE

EXTEND 4’-0" WELDED

WIRE MESH FENCE AT

LEAST 50’-0" BEYOND

CROSSING (TYP)

SWING GATE (TYP)


WARNING STRIP (TYP)

REFER TO CALTRANS

REVISED STD. PLAN

RSP A88A

PEDESTRIAN GATE

ARM (TYP)

4’-0" (5’ GATE)

6’-0" (8’ GATE)

FU

LL

HT.

CU

RB

AC RAMP

AC APRON

(TYP)

PEDESTRIAN WARNINGDEVICE (TYP)

XX

CURB LINE

(4" SOLID WHITE


4’-0"

2’-0"

2’-0"

4’-0"

4’-0"

4013

NONE

1 OF 1-

ES4013

A. CARLOS 12/12/09

PEDESTRIAN FACILITIES AT ACUTE ANGLE

VEHICLE CROSSING - ENTRANCE GATES ONLY- - -- -

LC CROSSING

DOUBLE YELLOW STRIPING

CALTRANS DETAIL 21 WITH RPM

(RAISED PAVEMENT MARKER)

TYPE H (YELLOW) SUPPLEMENT

(TYP)

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).














DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

STRIPING


CONCRETE

LEGEND




0

1"=12’

12

12 24

R=6"

(TYP)

PCC

SIDEWALK

RAISED

MEDIAN

AC PAVEMENT (TYP)

2’ WIDE STOP LINE

AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 OF CA MUTCD


PER CITY STANDARDS

(T

YP)

5’-

0"

MIN.

VA

R.

PEDESTRIAN GATE ARM (TYP)

(T

YP)

4’-

6"

MIN.

(TYP)

C TRACKL


BY SCRRA

15’-0"

AC

4’-

6"

15’-0"

(TYP)

4’-

6"

MIN.

(TYP)

1’-0"

(TYP)

(TYP)

1’-6"

6"

(T

YP)

(TYP)

10’-0"

10’-0"

(TYP)

2’-6"(TYP)

RAISED

MEDIAN

(TYP)

10’-0"

MIN.

(TYP)

10’-0"

VEHICULAR

GATE ARM (TYP)

VEHICLE DETECTION LOOP

(TYP)

FU

LL

HT.

CU

RB

0"

CF



SEE NOTE 4

(T

YP)

2’-

0"

MIN.

2’-0" CLR.

FROM FACE

OF DEVICE

4’-

6"

PCC

SIDEWALK

4’-

0"

MIN.

(TYP)

(TYP)

MIN.(TYP)

(TYP)

8’-0"MIN.

MIN.

9’-

0"

18’-

0" (5’

GATE)

21’-0" (8’

GATE)

21’-0" (8’

GATE)

18’-

0" (5’

GATE)

XX

XX

XX

XX

XX

XX

XX

XX

X

XXX X X X

XX

X

TO BE DETERMINED

IN FIELD

9’-6"

TO

BE

DE

TE

RMIN

ED

IN

FIE

LD




AC APRON

AC RAMP

15’-0" MIN. 9’-6"

TO BE DETERMINED

IN FIELD

X XX


PER ES2915 (TYP)

XX

X

PEDESTRIAN WARNING

XX

X

1’-

6"

(TYP)

5’-

0"

MIN.

8’-

0"

MA

X.

AC

PVMT

1’-6"

(TYP)

6’-

0" (8’

GA

TE)

4’-

0" (5’

GA

TE)

2’ WIDE DETECTABLE WARNING STRIP (TYP)

REFER TO CALTRANS REVISED STD. PLAN

RSP A88A

K-RAIL

BOLLARD

(TYP)

SIGNAL HOUSE

EXTEND 4’ WELDED

WIRE MESH FENCE

AT LEAST 50’ BEYOND

CROSSING (TYP)

(TYP)

DEVICE (TYP)

MIN

(TYP)

5’-0"

SWING GATE(TYP)

C TRACKL

CONCRETE CROSSING

PANELS (TYP)4’-0"

2’-0"

4’-0"

4’-0"

2’-0"

4014

NONE

1 OF 1-

ES4014

A. CARLOS 12/12/09

PEDESTRIAN FACILITIES AT ACUTE ANGLE

VEHICLE CROSSING - ENTRANCE / EXIT GATES- - -- -

LC CROSSING





(TYP)

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).














STRIPING


CONCRETE

LEGEND




DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

0

1"=12’

12

12 24

R=6"

(TYP)

RAISED

MEDIAN

(T

YP)

5’-

0"

MIN.

VA

R.

5’-0"

MIN.

(TYP)


BY SCRRA

15’-0"

4’-6"

15’-0"

(TYP)

6"

(TYP)

10’-0"

(TYP)

2’-6"

(TYP)

RAISED

MEDIAN

(TYP)

10’-0"

(TYP)

10’-0"

FU

LL

HT.

CU

RB

0"

CF

(T

YP)

2’-

0"

MIN.

MIN.

4’-

6"

(TYP)

2’-0" C

LR.

FROM FACE

OF DEVIC

E

1’-0"(TYP)


PER CITY STANDARDS

(TYP)

10’-0"

(TYP)

(TYP)

MIN.

4’-

6"

1’-6"

(TYP)


(TYP)

MIN.

4’-

6"

4’-

0"

MIN.

(TYP)

BY SCRRAAS AUTHORIZED

12’-0" MIN.

15’-0"

PCC

SIDEWALK

9’-

0"

MIN.

MIN.8’-

0"

18’-

0" (5’

GATE)

21’-

0" (8’

GATE)

18’-

0" (5’

GATE)

21’-

0" (8’

GATE)

XX

XX

XX

XX

X

TO BE DETERMINED

IN FIELD

X

9’-6"15’-0" MIN.9’-6"

TO

BE

DE

TE

RMIN

ED

IN

FIE

LD

XXXXX

XX

1’-6"

(TYP)

5’-

0"

MIN.

8’-

0"

MAX.




(TYP)


PER ES2915 (TYP)

XX

XX

X

SIGNAL

HOUSE

TO BE DETERMINED

IN FIELD

XX

XX

XX

X



SEE NOTE 4


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 OF CA MUTCD

CL

RAISED YELLOW REFLECTIVE

PAVEMENT MARKERS AT 4’ O.C.

(TYP)

BOLLARD (TYP)

2’ WIDE DETECTABLE WARNING

STRIP (TYP) REFER TO REVISED

STANDARD PLAN RSP A88A

SWING GATE (TYP)

PEDESTRIAN WARNING

DEVICE (TYP)

CURB LINE (4’ SOLID WHITE


12" SOLIDE WHITE STRIPE

AC PAVEMENT (TYP)

XX

XX

X

VEHICULAR

GATE ARM

(TYP)

4’-

0" (5’

GA

TE)

6’-

0" (8’

GA

TE)

K-RAIL

AC RAMP

AC APRON

CL TRACK TRACK

(TYP)

MIN.

1’-6"

(TYP)

CONCRETE CROSSING

PANELS (TYP)

4’-0"

4’-0"

2’-0"

4015

NONE

1 OF 1-

ES4015

A. CARLOS 12/12/09

PEDESTRIAN FACILITIES AT OBTUSE ANGLE

VEHICLE CROSSING - ENTRANCE GATES ONLY- - -- -

CL CROSSING





(TYP)

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).












DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

STRIPING


CONCRETE

LEGEND




0

1"=12’

12 12

24

PCC

SIDEWALK

RAISED

MEDIAN

(T

YP)

5’-

0"

MIN.

VA

R.


(T

YP)

4’-

6"

MIN.

8’-

0"

MA

X.

5’-

0"

MIN.

5’-0"

MIN.

(TYP)


BY SCRRA

15’-0"

15’-0"


BY SCRRA

4’-

6"

4’-

6"

MIN.

(TYP)

(TYP)

1’-6"

6"

(TYP)

(TYP)

10’-0"

(TYP)

PCC

SIDEWALK

2’-0"

(TYP)

RAISED

MEDIAN

(TYP)

10’-0"

MIN.

(TYP)

10’-0"

VEHICLE DETECTION LOOP

(TYP)

FU

LL

HT.

CU

RB

0"

CF

2’-

0"

MIN.

4’-

6"

(TYP)

2’-0" C

LR.

FROM FACE

OF DEVIC

E

1’-0"(TYP)


PER CITY STANDARDS

(TYP)

10’-0"

(TYP)

VEHICULAR

GATE ARM

(TYP)

2’-0" C

LR.

FROM FACE

OF DEVIC

E

(TYP)

(TYP)

9’-

0"

MIN.

MIN.

8’-0"

(TYP)

(TYP)

MIN.

4’-

0"

XX

XX

XX

XX

X




XX

XX

X

X

TO BE DETERMINED

IN FIELD

9’-6"

IN

FIE

LD

TO

BE

DE

TE

RMIN

ED

1’-6"

(TYP)


15’-0" MIN.9’-6"

TO BE DETERMINED

IN FIELD

XXXXX

XX

XX

XX

(TYP)

1’-6"

(TYP)

15’-0"

X


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 OF CA MUTCD

(TYP)

MIN.

STEEL TUBE RAIL

(TYP)

SEE NOTE 4

2’ WIDE DETECTABLE WARNING

STRIP (TYP) REFER TO

REVISED STANDARD PLAN

RSP A88A

PEDESTRIAN WARNING

DEVICE (TYP)

SIGNAL HOUSE

CTRACKCTRACK

SECURITY ACCESS GATEPER ES2915 (TYP)

BOLLARD(TYP)

K-RAIL

AC RAMP

AC APRON

4’-

0" (5’

GA

TE)

6’-

0" (8’

GA

TE)


AC PAVEMENT (TYP)



SWING GATE (TYP)

R=6"

(TYP)

4’-0"

2’-0"

4’-0"

XX

X

CONCRETE CROSSING

PANELS (TYP)

4016

NONE

1 OF 1-

ES4016

A. CARLOS 12/12/09

PEDESTRIAN FACILITIES AT OBTUSE ANGLE

VEHICLE CROSSING - ENTRANCE / EXIT GATES- - -- -

CCROSSING





(TYP)

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).













STRIPING


CONCRETE

LEGEND




DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

0

1"=12’

12 12 24

PED GATE WITH EMERGENCY REFUGE AREA

NO PED GATE OR PED SWING GATE

SWING GATE ONLY

NOTE:

THESE STANDARDS ARE NOT INTENDED TO REPLACE EXISTING REGULATORY STANDARDS, NOR TO BE A SUBSTITUTE

FOR ENGINEERING KNOWLEDGE, EXPERIENCE AND JUDGMENT, BUT ARE REQUIREMENTS, WHICH ARE MOST IMPORTANT

FOR SAFE CONSTRUCTION, MAINTENANCE AND OPERATION OF PEDESTRIAN FACILITIES AT HIGHWAY-RAIL GRADE

CROSSINGS. SINCE THE ACTUAL DESIGN WILL TYPICALLY BE SITE SPECIFIC, INFORMATION SHOWN ON THIS

DRAWING WILL BE MODIFIED AS NECESSARY IN CLOSE COLLABORATION WITH SCRRA.

PED GATE IN-LINE WITH WARNING DEVICES WITH EMERGENCY REFUGE AREA

WITH LIMITED RIGHT-OF-WAY

4017

NONE

1 OF 1-

ES4017

A. CARLOS 12/12/09

- -

TYPICAL PEDESTRIAN TREATMENT DETAILS

- - -

XX

6"

CURB AND GUTTER

5’-0"


SEE NOTE 4

MIN.

5’-

0"


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 CA MUTCD 2’-0" CLR.

FROM FACE

OF DEVICE

15’-0"

12’-0" MIN.

BY SCRRA

8’-0"

2’-

0"

MIN.

AC

(TYP)

ACAPRON

(T

YP)

5’-

0"

MIN.

(TYP)

SIDEWALK

PCC

(T

YP)

MIN.

4’-

6"

CURB LINE (4"

SOLID WHITE RETRO

12" SOLID

WHITE STRIPE

15’-0" MIN.

(TYP)10’-0"

(TYP)

RAISED WHITE

REFLECTIVE

PAVEMENT MARKERS

AT 4’ OC (TYP)


SEE NOTE 4

REFLECTIVE STRIPE)

2’-6"

(TYP)

XX

XX

X

(TYP)

2’-6"

SWING GATE (TYP) INSTALL

SIGNAGE PER ES4002

AUDIBLE DEVICE

1’-

6"

(T

YP)

6’-

0" (8’

GA

TE)

4’-

0" (5’

GA

TE)




AS AUTHORIZED

CTRACK (TYP)

AC RAMP

WARNING STRIP (TYP)


4’

2’

(TYP)

4’

1’

2’-

0"

MIN.

BY SCRRA

12’-0" MIN.

15’-0"8’-0"2’-0" WIDE STOP LINE

AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 CA MUTCD

CURB AND GUTTER

PCC

SIDEWALK

5’-

0"

MIN.

(T

YP)

VA

R.

4’-

6"

2’-6"

XX

SEE NOTE 4

6’-0"

MIN.

(T

YP)

MIN.

4’-

6"

&

VA

R.

STEEL TUBE RAIL (TYP)(TYP)

SWING GATE

(TYP)

10’-0"

(TYP)

15’-0" MIN.

WHITE STRIPE

12" SOLID

SOLID WHITE RETRO

CURB LINE (4"

REFLECTIVE STRIPE)

AUDIBLE DEVICE

1’-

6"

(T

YP)

XX

PEDESTRIAN GATE ARM

(TYP) RAISED WHITE

REFLECTIVE

PAVEMENT MARKERS

AT 4’ OC (TYP)

X

6’-

0" (8’

GA

TE)

4’-

0" (5’

GA

TE)2’ WIDE DETECTABLE

WARNING STRIP (TYP)

CTRACK (TYP)

AS AUTHORIZED

AC APRON

AC (TYP)

(TYP)

4’

2’

1’

4’

EXTEND 4’-0" WELDEDWIRE MESH FENCE ATLEAST 50’-0" BEYONDCROSSING (TYP)

AC RAMP

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

6"

5’-0"

MIN.

5’-

0"


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 CA MUTCD 2’-0" CLR. FROM FACE

OF DEVICE

15’-0"8’-0"

(TYP)

(T

YP)

5’-

0"

MIN.

(TYP)

SIDEWALK

PCC

(T

YP)

MIN.

4’-

6"

15’-0" MIN.

(TYP)M

IN.

4’-0"

(TYP)10’-0"

(TYP)


SEE NOTE 4

2’-6"

(TYP)

(TYP)

2’-6"

(T

YP)

1’-

6"

AUDIBLE DEVICE


SEE NOTE 4

CURB AND GUTTER

2’-

0"

MIN.

XX

XX

REFLECTIVE STRIPE)

SOLID WHITE RETRO

CURB LINE (4"

WHITE STRIPE

12" SOLID

RAISED WHITE

REFLECTIVE

PAVEMENT MARKERS

AT 4’ OC (TYP)

XX

6’-

0" (8’

GA

TE)

4’-

0" (5’

GA

TE)

AC APRON

AC RAMP

BY SCRRAAS AUTHORIZED

12’-0" MIN.

CTRACK (TYP)

4’

(TYP)

2’

1’

4’

AC APRON

EXTEND 4’-0" WELDEDWIRE MESH FENCE ATLEAST 50’-0" BEYONDCROSSING (TYP)


WARNING STRIP (TYP)

8’-0"15’-0"


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 CA MUTCD

5’-0"

MIN.(TYP)

4’-

6"

2’-0" CLR. FROM FACE

OF DEVICE

15’-0"

(TYP)

2’-6"ADJUST LOCATION OF

PEDESTRIAN GATE SUCH

THAT HORIZONTAL PEDESTRIAN

GATE SHALL CLEAR HORIZONTAL

VEHICLE COUNTER WEIGHT

5’-

0"

MIN.

VA

R.

(T

YP) PCC

SIDEWALK

15’-0" MIN.

MIN.

(TYP)

4’-6"

MIN.

4’-

6"

(TYP)

MIN.

1’-

6"

(TYP) 10’-0"

(TYP)RAISED WHITE

REFLECTIVE

PAVEMENT MARKERS

WHITE STRIPE

12" SOLID

SOLID WHITE RETRO

CURB LINE (4"

AT 4’ OC (TYP)

REFLECTIVE STRIPE)

XX

XX

X

PEDESTRIAN GATE ARM

(TYP)

X

(TYP)

2’-6"

1’-

6"

(T

YP)

AUDIBLE DEVICE


SEE NOTE 4

CURB AND GUTTER

6’-

0" (8’

GA

TE)

4’-

0" (5’

GA

TE)




AC RAMP

TRACK (TYP)C

12’-0" MIN.

AS AUTHORIZEDBY SCRRA

AC (TYP)

AC APRON

(TYP)

4’

2’

4’

1’

SWING GATE

(TYP)

TRACK

EXTEND CENTER FENCE

100’ BEYOND CROSSING

TRACK

ACRAMP

ACRAMP

MA

TC

H

RIG

HT-

OF-

WA

Y

LIN

E (T

YP)

CL

MIN. (T

YP)

CL

CONCRETECROSSINGPANELS

10’-0"10’-0"

9’-

0"

CL

EA

R

15’-

0"

MIN

15’-

0"

MIN

10’-

0"

WARNING SIGN DETAIL

SCALE: NONE

10’-0" 10’-0"


AC PVMT.

12’-

0"

12’-

0"

10’-

0"


(TYP)

"NO TRESPASSING" SIGN

AS PER ES4226

PCC (TYP)

6"

(T

YP)

6"

(TYP) (TYP)

SWING GATE (TYP)

AS PER ES4226


MA

TC

H

RIG

HT-

OF-

WA

Y

LIN

E (T

YP)

(TYP)

WELDED WIRE MESH FENCE


EXTEND 100’ FROM CROSSING



2’-

6"

1’-6"

2’-

6"

(T

YP)

WARNING SIGNS


WARNING STRIP (TYP)




4018

NONE

1 OF 1-

ES4018

A. CARLOS 12/12/09

- - -- -

PEDESTRIAN CROSSING ONLY

4’-0"

2’-

10"

FOR ADDITIONAL INFORMATION

SEE DRAWING ES3317

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).














DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).














STRIPING


CONCRETE

LEGEND




DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

12 12 24

1"=12’

0

0" CF

2’-0" MIN.

(TYP)PCC SIDEWALK

10’-

0"

(T

YP)

FULL HT.

CURB

8’-0" MAX.

5’-0" MIN.

6"

4’-6"

MIN.

(TYP)

1’-6"

1’-6"

1’-0"

(TYP)

CURB AND GUTTER

4’-6"

4’-

6"

MIN.

(TYP)


AT RIGHT ANGLE TO

TRAVELED WAY PER

CH. 8 CA MUTCD

2’-

0"

CLR.

FR

OM F

AC

E

OF

DE

VIC

E

15’-

0"

12’-

0"

MIN.

AS

AU

TH

ORIZ

ED

BY S

CR

RA

8’-

0"

1’-6"

AC

PVMT

(TYP)

(TYP)

2’-

6"

(TYP)

1’-0"

(TYP)

AC RAMP

X

18’-

0"

6" YELLOW SAFETY

RAISED

DELINEATORS

STATION PLATFORM

(MAX)

5% SLOPE

1:8 MAX

AC RAMP 8’-

6"

CLR.

MIN. (T

YP)

MIN. (T

YP)

8’-

6"

CLR.

RAISED

DELINEATORS

STATION PLATFORM

6" YELLOW SAFETY5% SLOPE

(MAX)(T

YP)

6"



SEE NOTE 4

6" ROCK

5’-0

16’-

0"

MIN.

16’-

0"

MIN.

10’-

0"

MIN.

5’-

0"

MIN.

(T

YP)

(TYP)

4’-0" M

IN.

(TYP)

PCC SIDEWALK

X

LOCOMOTIVE

FIR

ST

SE

T

OF

LO

CO

MO

TIV

E

WH

EE

LS

60’-0"

10’-0"

WARNING SIGNS

"KEEP LEFT" SIGN

"KEEP RIGHT" SIGN

MIN.

4’-6"

(TYP)

(TYP)

4’-6"

MIN.

WARNING STRIPES

WARNING STRIPES

(TYP)

(TYP)(TYP)

1’-6"

4’-0" (5’ GATE)

6’-0" (8’ GATE)


WARNING STRIP (TYP)

10’-

0"

(TYP)

10’-

0"

(TYP)

10’-

0"

(TYP)

(TYP) SEE NOTE 4

STEEL TUBE RAIL

CTRACK

CTRACK


SWING GATE

(TYP)

AUDIBLE DEVICE



RAISED WHITE REFLECTIVE

PAVEMENT MARKERS AT

4’ O.C. (TYP)

CONCRETE CROSSING

PANELS (TYP)

AC APRON

10’ TIMBER GRADE

CROSSING TIES

PEDESTRIAN WARNING

DEVICE (TYP)

(TYP)

2’-

6"

VEHICULAR

GATE ARM

4’

2’

1’

4’

4020

NONE

1 OF 1-

ES4020

A. CARLOS 12/12/09

- - -- -

INTER-TRACK

FENCE

PEDESTRIAN / VEHICLE CROSSING

ADJACENT TO STATION

MA

TC

H

RIG

HT-

OF-

WA

Y

LIN

E (T

YP)

TRACK TRACK

STATION

PLATFORM

6" YELLOW SAFETY

WARNING STRIPE

TRACK

SWING GATE

(TYP)

3’-6" HIGH

STEEL TUBE

RAIL FENCE

3’-6" HIGH STEEL

TUBE RAIL FENCE

SWING GATE (TYP)

EXTEND CENTER FENCE

100’ BEYOND CROSSING

TRACK

6" DIA CRUSHED

ROCK INFILL

6" DIA CRUSHED

ROCK INFILL

ACRAMP

ACRAMP

SWING GATE

(TYP)PCC

(TYP)WELDED WIRE

MESH FENCE

SLOPE

2’-

6"

CL

MIN. (T

YP)

CL2’-

6"

6"

6"

6"

6" 6"


CL

CL

16’-

0"

16’-

0"

10’-

0"

10’-

0"

MIN

10’-

0"

6"

6"

10’-0"10’-0"9’-

0"

CL

EA

R

15’-

0"

MIN

15’-

0"

MIN

10’-0"

9’-

0"

10’-

0"

10’-

0"

SCENARIO 1:

PEDESTRIAN GATE PERPENDICULAR TO TRACK

WARNING SIGN DETAIL

SCALE: NONE

SCENARIO 2:

PEDESTRIAN GATE PARALLEL TO TRACK

10’-0"

1’-0"

12’-

0" 2’-6"

1’-

0"


TRACKCL

6"

6"

6"

6" 6"

6"

6"

6" YELLOW SAFETY

WARNING STRIPE

10’-0" 10’-0"


LOCOMOTIVE

FIR

ST

SE

T

OF

LO

CO

MO

TIV

E

WH

EE

LS

60’-0"

INTER-TRACK FENCE

AC PVMT.

PCC (TYP)PCC (TYP)

5% SLOPE

(MAX)

"KEEP LEFT" SIGN

ON FENCE RETURN

"KEEP RIGHT" SIGN

ON FENCE RETURN

(MAX)

5% SLOPE

PCC (TYP)

WARNING SIGN

SEE DETAIL HEREON

WELDED WIRE MESH

FENCE

AS PER ES4226

PCC (TYP)


(TYP)

24" WARNING

TACTILE

24" WARNING

TACTILE

STATION

PLATFORM

3’-6" HIGH STEEL

TUBE RAIL FENCE

2’-6"

(TYP)


WARNING STRIP (TYP)

10’-

0"

MIN.

MA

TC

H

RIG

HT-

OF-

WA

Y

LIN

E (T

YP)


"NO TRESPASSING" SIGNAS PER ES4266

WELDED WIREMESH FENCE

4021

NONE

1 OF 1-

ES4021

A. CARLOS 12/12/09

- - -- -

PEDESTRIAN CROSSING

ADJACENT TO STATION

4’-0"

2’-

10"

FOR ADDITIONAL INFORMATION

SEE DRAWING ES3317

NOTES:














INFORMATION:




TRACK FENCE.






GATE DETAILS.





SURFACE (STRIPE).














DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

8’-1�"

2’-

3"

8"

1’-

0"

7"

1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"

10�

"2’-

5�

"10�

"

4’-

2�

"

10�

"1’-

1�

"1’-

1�

"1’-

1�

"

1’-10�"4’-4�"1’-10�"

8’-1�"

LIFTING INSERT

TYPICAL

10’-0" WOOD TIES

ON 19�" CENTERS

8’-1�"

RAIL SIZEPANEL

HEIGHT

GAGE PANEL

WEIGHT

FIELD PANEL

WEIGHT

136 7�" 3125 LBS. 1675 LBS.

MATERIAL SPECIFICATIONS:

GENERAL:

TOLERANCES:

FINISH:

SPECIAL TESTING:

PLAN

SCALE:�" = 1’-0" SCALE:�" = 1’-0"

NOTE:

ISOMETRIC VIEW

CROSS SECTION - GAGE PANEL

DETIAIL 1

CROSS SECTION - FIELD PANEL

DETAIL 2

FIELD PANEL

DETAIL 3

GAGE PANEL

DETAIL 4

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE: NONE

NOTES:

2"

TY

P.

05"

17�"

42�"

67�"

92�"

97�"

30"

55"

80"

0

11�"

36�"

48�"

61�"

70�"

86�"

27"

05"

17�"

42�"

67�"

92�"

97�"

30"

55"

80"

0

11�"

36�"

48�"

61�"

70�"

86�"

27"

�" DIA. x 2�" LONG HEADED

ANCHOR STUD (16 PCS. TOTAL)

(SIDE FRAME)

3" x 2�" SIDE (MIN) x �"

ASTM A36 STEEL ANGLE

�" DIA. x 24" LONG

DEFORMED BAR ANCHORS

(16 PCS) (SIDE FRAME)1�

"

MIN.

1�

"

MIN.

#5 REBAR

46" LONG

TOP (4 PCS)

42" LONG

BOT. (4 PCS)

#5 REBAR

93" LONG

TOP (4 PCS)

93" LONG

BOT. (4 PCS)

1�

"

MIN.

1�

"

MIN. #5 REBAR

93" LONG TOP (4 PCS)

93" LONG BOT. (3 PCS)

#5 REBAR 19" LONG BOT. (7 PCS)

#5 REBAR 22" LONG TOP (7 PCS)

�" DIA. x 2�" LONG HEADED

ANCHOR STUD (16 PCS. TOTAL)

(SIDE FRAME)�" DIA. x 18" LONG DEFORMED

BAR ANCHORS (16 PCS. TOTAL)

(SIDE FRAME)

7�

"

Concrete compressive strength shall be as follows:

28 days = 6000psi MINIMUM.

Shipment = 4000psi MINIMUM.

Removal from forms = 2500psi MINIMUM.

AC RMMREVISED STANDARD

AC MEM

AC MEM

1

2

3

04/12/02

10/01/03

10/31/05

REVISED PANEL STANDARDS

PRECAST CONCRETE PANELS

FOR HIGHWAY - RAIL GRADE CROSSING

4201

AS NOTED

1 OF 3

ES4201-01

4

A. CARLOS 04/12/02

REVISED NOTES AND TITLE BLOCK

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

AC NDP4 12/04/07 REVISED NOTE 12

THE MANUFACTURER SHALL BE ISO 9000 OR AAR M-1003

CERTIFIED. ALL TESTING PERSONNEL SHALL BE A MINIMUM OF

ACI LEVEL 1 CERTIFIED.

THE FABRICATOR SHALL BE RESPONSIBLE FOR LOADING AND

PROPERLY SECURING ALL PRECAST CONCRETE MEMBERS FOR

SHIPMENT.

THE MANUFACTURER SHALL WARRANTY THE PRODUCT FOR A

MINIMUM OF TEN YEARS AGAINST DEFECTS IN MATERIALS

AND WORKMANSHIP.

MANUFACTURER TO PERMANENTLY MARK EACH PANEL WITH A

CONCRETE IMPRINT FOR SIZE OF RAIL, WEIGHT OF PANEL,

MANUFACTURER’S I.D., MONTH/DAY/YEAR OF MANUFACTURE

AND CROSSING TYPE. END OF EACH PANEL TO BE STENCILED

PAINTED WITH SIZE OF RAIL, WEIGHT OF PANEL AND CROSSING

TYPE.

ALL RECESSES AND MINOR CONCRETE SPALLS ARE TO BE

FILLED AND FINISHED TO THE PANEL DIMENSIONS USING

THE PROPER BONDING AGENT AND REPAIR MATERIAL.

SURFACE OF THE REPAIRED AREA IS TO MATCH THE COLOR

AND TEXTURE OF THE SURROUNDING AREAS.

THE DRIVING SURFACE IS TO HAVE A LIGHT BROOM FINISH

OR AS APPROVED BY THE SCRRA DIRECTOR OF ENGINEERING

AND CONSTRUCTION. THE ADDITION OF WATER TO THE CONCRETE

SURFACE FINISH DURING CASTING IS NOT PERMITTED.

TWICE ANNUALLY, VENDORS SHALL SUBMIT (VIA AN

INDEPENDENT TESTING LABORATORY TO SCRRA)

THE FOLLOWING TEST ON THE APPROVED MIX DESIGN:

ASTM C666 FREEZE/THAW

ASTM C227 MORTAR BAR METHOD

ASTM C1260 AT TOTAL ALKALI BURDEN = 0.06%

GAGE PANELS SHALL BE DESIGNED WITH SHUNT

RESISTANT FEATURES IN ORDER TO PROVIDE A MINIMUM

ELECTRICAL RESISTANCE.

A REPRESENTATIVE SAMPLE OF PANELS SHALL BE

CHECKED PERIODICALLY FOR BOTTOM FLATNESS BY USING

A STRAIGHT EDGE CALIBRATED TO WITHIN +/- �" AND

A TAPER GAGE AS FOLLOWS:

8 POSITIONS OF FLATBAR (----) CHECK FLATNESS AT

EACH POSITION USING TAPER GAGE.

OUT OF SQUARE �" (MEASURED ALONG THE DIAGONAL)

LENGTH, WIDTH AND THICKNESS: +/- �"

THE BOTTOM SURFACE, WHICH WILL BE IN CONTACT WITH THE

TIES, SHALL NOT UNDULATE IN ANY DIRECTION MORE THAN �".

SEE SPECIAL TESTING NOTE 3.

REINFORCEMENT PLACEMENT SHALL BE +/- �" HORIZONTAL,

+/- �" VERTICAL.

GRADE CROSSING GAGE PANELS SHALL BE SHUNT RESISTANT.

PANELS SHALL BE STEEL CLAD USING 3" X 3" X �" ANGLE.

PANELS MUST BE MANUFACTURED FOR USE WITH SCRRA STANDARD 136 LB. WELDED

RAIL WITH "PANDROL" TYPE PLATES AND FASTENERS (OR APPROVED EQUAL).

PANELS SHOULD BE INSTALLED ON 10 FT., FLAT, GOOD QUALITY TIMBER RAILROAD TIES.

TIE SPACING THROUGH CROSSING AREA SHOULD BE 19�" CENTERS.

REFER TO MANUFACTURER’S INSTALLATION AND HANDLING MANUAL FOR INSTALLATION INSTRUCTIONS.

EXCAVATION FOR CROSSING SUBGRADE OR SIGNAL CONDUITS SHALL NOT OCCUR UNTIL

SCRRA SIGNAL LINES AND PUBLIC UTILITY UNDERGROUND LINES HAVE BEEN LOCATED

BY THEIR OWNERS.

A 6" ASPHALT UNDERLAYMENT WILL BE PLACED OVER COMPACTED SUBGRADE

(95% RELATIVE COMPACTION) AND CROWNED IN THE CENTER TO DRAIN TO BOTH SIDES OF THE

TRACK STRUCTURE WITH A 2% SLOPE TOWARDS THE 6" PERFORATED PIPES. THE ASPHALT LAYER

SHOULD EXTEND 10 FT. BEYOND THE ENDS OF THE CROSSING ALONG THE TRACK

BALLAST SECTION UNDER CROSSING TIES TO BE A MINIMUM OF 10" OF 1 �" TO 2"

ROCK.

SIGNAL CONDUITS AND SPARES ARE TO BE PLACED IN TRENCHES. CROSSINGS WHERE RAISED

MEDIAN ISLANDS ARE TO BE INSTALLED, ONE OF THE FOUR CONDUITS (ON BOTH SIDES OF THE

TRACK) IS TO BE TERMINATED AND CAPPED IN THE CENTER OF CROSSING. ALL SIGNAL CONDUITS

AND SPARES ARE TO BE CAPPED ON BOTH ENDS. SIGNAL CONDUITS ARE TO EXTEND A

MINIMUM OF 8 FT. BEYOND TRAVELED ROADWAY OR SIDEWALK AREA.

PERFORATED DRAIN LINES WILL BE INSTALLED TO SUIT LOCAL CONDITIONS TO DISCHARGE WATER

AWAY FROM CROSSING. DRAIN LINES WILL BE EXTENDED TO MEET LOCAT DITCHES, STORM DRAINS,

OR CHANNELS WHERE AVAILABLE. DRAIN LINES ARE TO HAVE A MINIMUM FALL OF �" INCH

PER FOOT PARALLEL TO THE TRACK AND �" INCH PER FOOT AT EXTENSIONS. UNLESS LOCAL

CONDITIONS DICTATE OTHERWISE, FALL OF PIPE WILL FOLLOW GENERAL GRADE OF TRACK FOR GRADES

OF 0.5% OR MORE, FOR LESSER GRADES THE PIPE WILL PEAK IN CENTER OF CROSSINGS AND

FALL IN BOTH DIRECTIONS. ALL PORTIONS OF THE DRAIN LINES BEYOND 12 FEET FROM TRACK

CENTERLINE ARE TO BE 8 INCH DIAMETER, �" INCH WALL STEEL PIPE

CONCRETE CROSSING PANELS WITH PRE- ATTACHED RUBBER -FILLERS TO BE INSTALLED PER

MANUFACTURERS INSTRUCTIONS.

ON EITHER END OF THE NEW CROSSING PANEL LIMITS, 24 - 10 FOOT LONG WOOD TIES AT 19�"

CENTER TO CENTER WITH "PANDROL" TYPE, OR APPROVED EQUAL PLATES, WITH SCREW SPIKES,

SHALL BE INSTALLED BEYOND THE END OF THE CROSSING PANELS. INSTALL WOOD TIES WITH HEART

DOWN. BEYOND THE LIMITS OF THE NEW CROSSING PANELS, 40 FOOT LENGTH OF NEW RAIL PER

SIDE SHALL BE INSTALLED PER SCRRA STANDARDS. 10 FOOT WOOD TIES MUST BE OF GOOD

QUALITY. TIES SHALL BE STRAIGHT, WELL SAWN, BE SQUARE AT ENDS, HAVE BOTTOM AND TOP

PARALLEL. CHECK TIES FOR HIGH AND LOW SPOTS. A TIE IS CONSIDERED STRAIGHT WHEN A

STRAIGHT LINE FROM A POINT ON ONE END OF THE CROSS TIE TO A CORRESPONDING POINT

ON THE OTHER END IS NO MORE THAN 1 �" FROM THE SURFACE AT ANY POINT.

NO RAIL JOINTS ALLOWED IN CROSSING UNLESS APPROVED BY SCRRA DIRECTOR OF

ENGINEERING AND CONSTRUCTION.

PANELS SHOULD BE PLACED IN A WIDTH SUITABLE TO COVER THE PROJECTED BACK OF

SIDEWALK ON BOTH SIDES OF THE STREET AND 3 FT. MINIMUM BEYOND BACK OF SIDEWALK.

BALLAST IN THE CRIB AREA IS TO BE APPROXIMATELY �" LOWER THAN THE TOP OF THE TIE.

REMOVE ANY DEBRIS AND STONES FROM THE TOP OF THE TIES.

PLACE THE FIRST PANELS IN THE CENTER OF THE CROSSING. PLACE PANELS WORKING

TOWARDS EITHER END. DOING THIS WILL MINIMIZE ANY MISTAKES IN THE TIE SPACING.

TIES ARE TO BE FIELD -DRILLED FOR LAG SCREWS DO NOT OVERDRIVE THE LAG SCREW.

HIGHWAY APPROACHES SHOULD BE AT LEAST 3 TO 8 FT. WIDE, ALLOWING FOR PROPER

COMPACTING USING A VIBRATORY ROLLER. PLATE COMPACTORS ARE NOT SUFFICIENT FOR

HIGHWAY APPLICATIONS. LIFTS OF ASPHALT SHOULD NOT BE MORE THAN 3" THICK. THE

FINAL LIFT OF ASPHALT SHOULD BE �" TO �" HIGHER THAN THE TOP OF THE CROSSING

SURFACE (ASPHALT WILL SETTLE). DO NOT ALLOW HIGHWAY TRAFFIC OVER THE CROSSING UNTIL

THE FINAL LAYER OF ASPHALT HAS BEEN COMPACTED.

THE HOT MIX ASPHALTIC CONCRETE SECTION (HMAC) SHALL EXTEND TEN FEET PAST THE

END OF THE CONCRETE PANEL IN EACH DIRECTION PER ASTM DSST. D1557-91 90%

COMPACTION.

ALL HOLES AND BLOCKOUTS WITHIN SIDEWALK AREA SHALL BE FILLED FLUSH WITH EPOXY TO

MATCH THE COLOR OF THE SURROUNDING AREA.

STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36

SPECIFICATIONS. WELDING TO BE PER AWS CODE.

ALL EXPOSED STEEL TO RECEIVE ONE COAT PRIMER.

END ANGLES FOR GAGE PANEL SHOULD HAVE 3" GAP

MINIMUM RESISTANCE TO IMPROVE SHUNT RESISTANCE.

REINFORCING MATERIAL AND CLADDING TO BE CONSTRUCTED

TO MEET SHUNTING REQUIREMENT. A NON-CONDUCTIVE

SPACER TO BE ATTACHED TO GAGE FRAME

CLADDING ON ENDS OF PANELS SHOULD EXTEND BEYOND

CONCRETE +/- 1/8 " , -0" TO IMPROVE MATCH WITH

ADJACENT PANELS.

REINFORCING STEEL SHALL CONFORM TO CURRENT ASTM A-615

SPECIFICATION, GRADE 60. IF ANY WELDING OF REINFORCEMENT

STEEL IS REQUIRED, MATERIAL SHALL CONFORM TO ASTM A-706

SPECIFICATION, GRADE 60.

CONCRETE MATERIAL MIXING, PLACING AND CURING TO BE IN

ACCORDANCE WITH PCI "MANUAL FOR QUALITY CONTROL: PRECAST

AND PRESTRESSED CONCRETE." MANUAL 115, EDITION 4.

CEMENT SHALL HAVE NO MORE THAN 0.6% TOTAL ALKALI CONTENT.

MAXIMUM WATER/CEMENT RATIO = 0.44 (BY WEIGHT). AIR

ENTRAINMENT = 6% +/- 1% IN PLASTIC CONCRETE. SLUMP 3"

MAXIMUM.

TOP SURFACE SHALL BE NON-CRACK DESIGN AND IS TO BE

SEALED TO PREVENT ION MIGRATION DUE TO SALTING.

CURING SHALL FOLLOW THE RECOMMENDATIONS AND

PROCEDURES FO PCI IN 4TH EDITION DIVISION 4.

3/16 " WEEP/INSPECTION HOLES SHALL BE PLACED EVERY TWO

FEET MINIMUM ALONG THE TOP OF THE STEEL FRAME ALONG A

LINE 3/4 " FROM OUTSIDE EDGE.

FLANGEWAY FILLER TO BE PERMANENTLY PRE-ATTACHED AND

HAVE THE FOLLOWING PROPERTIES:

TENSILE STRENGTH (ASTM D412) 850 PSI MIN.

ULTIMATE ELONGATION (ASTM D412) 400% MIN.

TEAR STRENGTH (ASTM D624) AT 25 DEGREES CELSIUS,

150-PLI MIN.

HARDNESS (ASTM D2240) 75 +/- 5% SHORE A.

COMPRESSION SET (ASTM 395 METHOD B) 100 DEGREES

CELSIUS FOR 70 HOURS, 45% MAX.

ACCELERATED AGING TEST (ASTM D573) 70 HOURS AT

100 DEGREES CELSIUS MUST NOT EXHIBIT A REDUCTION IN

PROPERTIES BY GREATER THAN 20%.

OZONE RESISTANCE TEST (ASTM D518) MUST HAVE NO

CRACKING AFTER EXPOSURE TO 50-PPHM OZONE FOR

96 HOURS AT 40 DEGREES CELSIUS.

VOLUME RESISTIVITY = 1 X 10 (OHM-CM) OR GREATER

(ASTM D257), BUT USING 18% NACL/WATER SOLUTION IN

PLACE OF DISTILLED WATER FOR 168 HOURS AT 25 DEGREES

CELSIUS AND TESTED AT 500 VDC.

ELECTRICAL RESISTANCE: MINIMUM RESISTANCE 10 MEGA

OHMS MEASURED AT 500 VDC.

LOW TEMPERATURE BRITTLENESS (ASTM D2137) AT -40

DEGREES CELSIUS.

A SAMPLE SELECTION OF THE FLANGEWAY MATERIAL SHALL BE

PHYSICALLY TESTED BY APPLYING A LATERAL FORCE OF 10 LB./IN.

AT 50 DEGREES CELSIUS. THE MAXIMUM LATERAL DISPLACEMENT

OF THE TEST IS NOT TO EXCEED 1/4 ". TEST RESULTS MUST BE

SUBMITTED FOR APPROVAL OF SCRRA DIRECTOR OF ENGINEERING

AND CONSTRUCTION.

MANUFACTURER TO DESIGN THE PRE-ATTACHED FLANGEWAY FILLER

TO ALLOW FOR REMOVAL OF PANELS FOR MAINTENANCE WITHOUT

DAMAGING THE FLANGEWAY FILLER OR ANY OTHER COMPONENTS

DESIGNED TO HOLD PANEL TOGETHER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

1.

2.

1.

2.

3.

4.

�" DIA. x 12" LONG DEFORMED

BAR ANCHOR (12 PCS TOTAL)

(END FRAME)

�" DIA. x 4" LONG HEADED

ANCHOR STUD (4 PCS TOTAL)

(END FRAME)

�" DIA. x 4" LONG HEADED

ANCHOR STUD (8 PCS TOTAL)

(END FRAME)

�" DIA. x 12" LONG DEFORMED

BAR ANCHOR (4 PCS TOTAL)

(END FRAME)

FIELD PANEL

FIELD PANEL

GAGE PANEL

FRAME SPACER

1.

2.

3.

4.

1.

2.

3.

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

MIN.

MIN.

MIN.

MIN.

NOTE: TYPICAL DRAIN PIPE LAYOUT

SINGLE TRACKTYPICAL BALLAST AND ASPHALT DETAIL

SINGLE TRACK

C

C C

MIN.

MIN.

MIN.

DRAIN

DRAINDRAIN

NOTE:

MIN.

ROADWAY

TYPICAL BALLAST AND ASPHALT DETAIL

DOUBLE TRACKTYPICAL DRAIN PIPE LAYOUT

DOUBLE TRACK

MIN.

FA

CE

OF

CU

RB

CTRACK

GAGE PANEL GAGE PANEL

CTRACK

ROADWAY

DRAINDRAIN

MIN.

SCALE: 1�" = 1’-0"

SCALE: NONE

SCALE: NONESCALE:�" = 1’-0"

AC RMMREVISED

PC RMM

AC MEM

MOVED NOTES TO ES4021-01 AND REVISED DETAILS

1

2

3

04/12/02

10/01/03

10/31/05

A. CARLOS 04/12/02

PRECAST CONCRETE PANELS

FOR HIGHWAY - RAIL GRADE CROSSING

4201

AS NOTED

4 2 OF 3

ES4201-02

REVISED DRAIN PIPE LAYOUTS AND TITLE BLOCK

1’-6"

TRACK

GAGE PANEL

MIN.

C

FIELD

PANEL

1’-6" 2’-6" MIN.

1’-

3"

3’-

10"

6’-0" MIN.

9’-3"

2%

RO

AD

WA

Y

8’-

0"

3’-

0"

8’-

0"

3’-

0"

VARIES

3’-

0"

8’-

0"

3’-

0"

8’-

0"

RO

AD

WA

Y

VARIES

(4) - 4" PVC SCHEDULE 80

SIGNAL CONDUITS (BOTH

SIDES OF CROSSING)

VA

RIE

S

(4) - 4" PVC SCHEDULE 80

SIGNAL CONDUITS (BOTH

SIDES OF CROSSING)

VA

RIE

S

STEEL FRAME TO BE

MIN. L3" x 3" x�" ANGLE

COMPACTED HOT MIX ASPHALTIC CONCRETE

(HMAC) SECTION, 6" MINIMUM COMPACTED TO

95%, CROWN AT CENTER OF TRACK, 2% SLOPE

AWAY FOM CENTERLINE

3’-

10"

9’-3"

1’-

3"

COMPACTED HOT MIX ASPHALTIC CONCRETE

(HMAC) SECTION, 6" MINIMUM COMPACTED TO

95%, CROWN AT CENTER OF TRACK, 2% SLOPE

AWAY FOM CENTERLINE

BALLAST SECTION

10" MIN. BELOW TIE

7" x 9" x 10’-0"

WOOD TIE (TYP.)

STEEL FRAME TO BE

MIN. L4" x 3" x�" ANGLE

7" MINIMUM ASPHALTIC CONCRETE

OR ASPHALT INSTALLED IN NOT MORE

THAN 3" LIFTS

HOT MIXED ASPHALT

CONCRETE

10’-0"

PANEL

FIELD

PANEL

7" MIN. HOT MIX ASPHALT CONCRETE

INSTALLED IN NO MORE THAN 3 LIFTS

7" x 9" x 10’-0"

WOOD TIE

1’-

0"

2%

NOTE:

10 FOOT LONG END TREATMENT (TYP.)

8" I.D. x �" THICK STEEL WALL

PIPE. (NON-PERFORATED)

C

C

LIMITS OF SIGNAL

CONDUITS (CAPPED)

EDGE OF TRAVELED

WAY OF CURB

6" DIAMETER

PERFORATED PIPE

PANELS10 FOOT LONG END TREATMENT (TYP.)

8" I.D. x �" THICK STEEL WALL

PIPE. (NON-PERFORATED)

AC NDP4 06/11/08 REVISED DRAIN PIPE LAYOUTS

6’-0" MIN.2’-6" MIN.

10"

FA

CE

OF

CU

RB

TRACK BALLAST

6" PERFORATED DRAIN PIPE

(BOTH SIDES), WRAP WITH

FILTER FABRIC AND 6"

TRACK BALLAST ALL AROUND

FILL TRENCH WITH NATIVE MATERIAL

AFTER PIPE PLACEMENT, COMPACTED

AND GRADED AS SHOWN

RAILROAD

TRACK

RAILROAD

TRACK

FIELD

PANEL

FIELD

PANEL

FIELD

PANEL

FIELD

PANEL

COMPACTED SUB-GRADE CROWN AT CENTER OF

TRACKS, 2% SLOPE AWAY FROM CENTERLINE,

90% COMPACTION TEST (ASTM D1557-91).

DETAIL SYMMETRICAL ABOUT

CENTERLINE OF TRACK

FILL TRENCH WITH NATIVE MATERIAL

AFTER PIPE PLACEMENT, COMPACTED

AND GRADED AS SHOWN

6" PERFORATED DRAIN PIPE

(BOTH SIDES), WRAP WITH

FILTER FABRIC AND 6"

TRACK BALLAST ALL AROUND

RAILROAD

TRACK

FOR NOTES SEE ES4201-01.

DRAINDRAIN

EDGE OF TRAVELED

WAY OF CURB

6" DIAMETER

PERFORATED PIPE

EDGE OF TRAVELED

WAY OF CURB

LIMITS OF SIGNAL

CONDUITS (CAPPED)

LIMITS OF SIGNAL

CONDUITS (CAPPED)

2% 2%

LIMITS OF SIGNAL

CONDUITS (CAPPED)

EDGE OF TRAVELED

WAY OF CURB

DRAIN

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

NOTE:

FOR NOTES SEE ES4201-01.

WELD DETAIL END DETAIL

GAGE PANELFIELD PANEL

PANEL BOTTOM

PANEL TOP

G

G

0" MIN.

MIN.

TYPICAL LIFTING DEVICE

AND BLOCKOUT

DETAIL 11

C

JOINT BETWEEN PANELS

DETAIL 8

1910’

1433’4^

1146’5^

955’

819’

717’8^

9^

10^

11^

12^

13^

14^

637’

574’

522’

478’

442’

410’

0.24^

0.32^

0.40^

0.48^

0.56^

0.82^

0.90^

0.98^

1.06^

1.14^

0.66^

0.74^

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

2865’

1433’4^

1146’

955’6^

819’

717’

10^

11^

12^

13^

14^

637’

574’

522’

478’

442’

410’

0.20^

0.40^

0.50^

0.60^

0.70^

1.00^

1.10^

1.20^

1.30^

0.80^

0.90^

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

1910’3^ 0.30^ YES

1.40^

CURVATURE TABLE

(ON WOOD TIES)

CURVATURE TABLE

(ON CONCRETE TIES)

NOTES:

(SEE PANEL CURVATURE TABLES)

OUTER FIELD

GAGE

INNER FIELD

CURVED CONCRETE PANELS

DETAIL 5 DETAIL 6

NOTE:

DBA = DEFORMED BAR ANCHOR

NOTE:

END FRAME

DETAIL 9

TYPICAL SHUNT SPACER

DETAIL 10

PAVED END RAMP

DETAIL 7

5^

7^

8^

9^

6^

7^

TYPICAL ANGLE DETAILS

MIN.

MIN.

GAGE SIDE FIELD SIDE

EDGE OF GAGE PANEL

NOTES:

LAG HOLE DETAIL

DETAIL 12

04/12/02A. CARLOS

RMMACREVISED STANDARDS

RMMPC

RMMAC

MEMAC

1

2

3

4

04/12/02

10/01/03

04/01/04

10/31/05

REVISED DETAILS & NOTES

REVISED NOTE "C" IN DETAIL 6 PRECAST CONCRETE PANELS

FOR HIGHWAY - RAIL CROSSING

4201

NONE

3 OF 3

ES4201-03

4

REVISED TITLE BLOCK

DAYTON #123453

OR APPROVED

INSERT

MINIMUM BLOCKOUT

DEPTH 3"

LIFTING INSERTS SHALL BE DESIGNED WITH A

MINIMUM SAFETY FACTOR=4. PROFESSIONAL

ENGINEER STAMPED AND SEALED DETAILS

AND DESIGN CALCULATIONS MUST BE

SUBMITTED TO THE SCRRA DIRECTOR OF

ENGINEERING AND CONSTRUCTION FOR

REVIEW AND APPROVAL PRIOR TO FABRICATION.

LIFTING INSERTS SHALL BE MECHANICALLY

GALVANIZED OR SIMILARILY PROTECTED

AGAINST CORROSION.

LIFTING DEVICES SHALL BE USABLE WITH

BURKE OR DAYTON 5-TON CLUTCH SYSTEMS.

CURVE

PANEL?

RADIUS

IN FEET

DEGREE

OF CURVE

CURVE

PANEL?

RADIUS

IN FEET

DEGREE

OF CURVE

ALL RADII TO BE �"

EXCEPT WHERE NOTED.

A.

B.

C.

2^ OR

LESS

3^ OR

LESS

A.

B.

C.

VENDOR SHALL SUBMIT PRE-ATTACHED FLANGEWAY FILLER

DESIGN AND DETAILS FOR REVIEW AND APPROVAL PRIOR TO

FABRICATION.

SHUNT RESISTANT RUBBER FILLERS BOLTED TO STEEL FRAME

ON 12" CENTERS.

LAG-DOWN CONCRETE PANELS WITH PRE-ATTACHED RUBBER

FILLER COMES IN STANDARD LENGTHS OF 8’-1�".

3"

5�"

3�

"

3�

"

2�"

4�"

�" MAX.

1’-0"

3"

1’-

0" P

RE

CA

ST

1�" MIN. AT 3" MIN. FROM

7�

"

1" R.

CHAMFERCORNER

HOT MIX ASPHALTIC

CONCRETE FULL WIDTH

AT EACH END RAMP

BALLAST

�" ASTM

STEEL ANGLE

�" x 12" DBA

�" R.

TIE PLATE PERES1406

GAGE RUBBERFILLER

GALVANIZED "PANDROL"RAIL FASTENER (TYP.)

SCREW SPIKE (TYP.)4 PER PLATE(PER ES1408)

FIELD RUBBERFILLER

PRECAST CONCRETE PANEL(GAGE SIDE)

7" x 9" x 10’-0"WOOD TIE

A CURVED PANEL IS A PANEL THAT IS PIE SHAPED

WITH A LONGER OUTER LENGTH THAN THE INNER

LENGTH WITH TRUE RADIUSED OUTER AND INNER

STEEL.

CURVED PANELS USE STANDARD REINFORCEMENT

SIMILAR TO TANGENT PANEL STANDARD

REINFORCEMENT.

LAG HOLES MUST LINE UP WITH THE CENTERLINE

OF TIES.

2�

"

�" x 4" STUD

ANCHOR

BEND TO

CLEAR

SIDE DBA

3’-0"

JOINTS BETWEEN PANELSMUST REST ON CENTERLINEOF TIES

30^-60^

8�"

2�"

3"

1�

"

�"

PRECAST CONCRETEPANEL (FIELD SIDE)

1" 1�"

2�

"

2�

"

2�"

9�"

1�

"1"

1�"

�"

1"1�"

6�"

�"

2"

1" I.D.

1�

"

2�"

2�"

�"

�"

�"

1" R. �"

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

DO NOT

STOP

ON

TRACKSEND

ROAD WORK

R8-8

R8-8

LEGEND:

SIGN

CONE OR PORTABLE DELINEATOR

FLASHING ARROW SIGN

FLAGGER


WORK SPACE

G20-2

W20-1

G20-2

W20-1

W20-1

G20-2

R8-8

SEE CHART

SEE CHART

R8-8G20-2

W20-1

W20-1

G20-2

R8-8

SEE CHART MIN. MIN.

SEE CHART

NOTES:

NOTES:

NOTE:

TYPE III BARRICADE

WORK WITHIN RAILROAD RIGHT-OF-WAY

TYPICAL APPLICATION

MIN.

WORK IN THE VICINITY OF

RAILROAD RIGHT-OF-WAY

TYPICAL APPLICATION

AC

04/01/03A. CARLOS

REVISED NOTES04/01/041

MEMAC10/31/052

NP

TEMPORARY TRAFFIC CONTROL

AT OR NEAR GRADE CROSSINGS

4301

NONE

3 1 OF 2

ES4301-01

REVISED NOTES, SIGNS, SHEET NUMBER AND TITLE BLOCK

W20-4

W20-4

W20-4

W20-4

W20-4

C9A (CA)

C9A (CA)

C9A (CA)

C9A (CA)

C9A (CA)

1.

2.

1.

2.

FLAGGERFLASHING

ARROW SIGN

FLAGGER

FLASHING

ARROW SIGN

RAILROAD

SIGNAL

RAILROAD

SIGNAL

FLAGGER

FLASHING

ARROW SIGN RAILROAD

SIGNAL

RAILROAD

SIGNAL

TAPER � TAPER � TAPER

TAPER� TAPER

EXISTING MARKINGS WILL BE REMOVED AND

TEMPORARY MARKINGS WILL BE INSTALLED AS REQUIRED

FOR ADDITIONAL NOTES

AND CHART SEE

SHEET ES4301-02.

ROAD

WORK

AHEAD

ONE LANE

ROAD

AHEAD

SEE CHART SEE CHART TAPER SEE CHART 100’ MAX.EXTENDED BUFFER SPACE

SEE CHARTSEE CHARTSEE CHART TAPER100’ MAX. EXTENDED BUFFER SPACE

SEE CHART SEE CHART EXTENDED BUFFER SPACE

SEE CHARTSEE CHARTEXTENDED BUFFER SPACE

FLASHING ARROW

SIGN (OPTIONAL)

MEMAC10/31/052 REVISED NOTES, SIGNS, SHEET NUMBER AND TITLE BLOCK

NDPAC05/19/103

SCRRA EMPLOYEE IN CHARGE (EIC) AND LAW ENFORCEMENT OFFICER/FLAGGER WILL BE PRESENT AT ALL

TIMES AT THE CROSSING IF THE WORK IS OF INTERMEDIATE-TERM STATIONARY, SHORT-TERM STATIONARY,

OR SHORT DURATION.

THE HIGHWAY-RAIL CROSSING WILL BE CLSED TO ROAD USERS IF THE WORK IS OF LONG-TERM

STATIONARY DURATION.

SCRRA EMPLOYEE IN CHARGE (EIC) AND LAW ENFORCEMENT OFFICER/FLAGGER WILL BE PRESENT AT ALL

TIMES AT THE CROSSING IF THE WORK IS OF INTERMEDIATE-TERM STATIONARY, SHORT-TERM STATIONARY,

OR SHORT DURATION.

A LAW ENFORCEMENT OFFICER/FLAGGER WILL BE PRESENT AT ALL TIMES AT THE CROSSING AND THE

RAILROAD CROSSING WARNING SIGNALS WILL BE RELOCATED OR INSTALLED TO PREVENT VEHICLES FROM

STOPPING ON THE TRACK IF THE WORK IS OF LONG-TERM STATIONARY DURATION.

REVISED SIGN LOCATIONS AND NOTE 1

DATE:DRAWN BY:

APPROVED BY



REVISION

STANDARD

SHEET

SCALE:

CADD FILE:


REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

DURATION OF WORK

DURATION OF WORK

LOCATION

CHART

MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT

TAPER LENGTH SIGN SPACING

(EACH LANE) TAPER TANGENT

NOTES: *

**

*

*

*

** DELINEATOR SPACING

NOTES:

BUFFER SPACE

NO

NO

NO NO

YES

YES YES YES

FLOW CHART

NO

YES

A. CARLOS 04/30/05

TEMPORARY TRAFFIC CONTROL

AT OR NEAR GRADE CROSSINGS

4301

NONE

2 OF 2

ES4301-02

11 AC

TRAFFIC

SPEED

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.

TEMPORARY TRAFFIC CONTROL PLANNING AND DESIGN SHALL BE COORDINATED WITH THE SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SCRRA) SINCE PUBLIC AGENCIES

AND SCRRA ARE OBLIGATED TO COORDINATE ALL INSTALLATION, OPERATION, MAINTENANCE USE AND PROTECTION OF GRADE CROSSINGS ACTIVITIES UNDER THE CALIFORNIA

PUBLIC UTILITIES COMMISION. IN ORDER TO ASSURE NO DEGREDATION OF THE SAFE OPERATION OF GRADE CROSSINGS AND TO PROVIDE SAFE AND EFFICIENT MOVEMENTS OF

TRAINS, VEHICLES, BICYCLISTS AND PEDESTRIANS, SCRRA MUST APPROVE ANY AND ALL TEMPORARY TRAFFIC CONTROL PLANS AND DEVICES.

TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO SCRRA FOR ALL ACTIVITIES LOCATED WITHIN OR IN THE VICINITY OF HIGHWAY-RAIL GRADE CROSSINGS. TRAFFIC CONTROL

PLAN WILL COMPLY WITH THE CURRENT EDITIONS OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF

TRANSPORTATION;

"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).

SCRRA RESERVES THE RIGHT TO CLOSE THE CROSSING TO VEHICLE TRAFFIC, REVOKE THE TEMPORARY RIGHT OF ENTRY AGREEMENT OR ASK THE PUBLIC AGENCY OR THE

CONTRACTOR 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 FLAGGER

STATIONS DOES NOT MEET THE SCRRA, MUTCD, WATCH OR CALTRANS REQUIREMENTS. THE TRAFFIC CONTROL WILL BE TERMINATED INSTANTLY AND WORK WILL BE RESUMED

AT A LATER DATE AFTER APPROVAL HAS BEEN GRANTED BY SCRRA.

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 SHOULD

BE CAREFULLY STUDIED PRIOR TO DESIGNING AND IMPLEMENTING TEMPORARY TRAFFIC CONTROL ZONES. REFER TO THE ACCOMPANIED FLOW CHART THAT PROVIDES A QUICK

RERERENCE TO THE RELATIONSHIP BETWEEN RAILROAD CROSSING CONDITIONS AND TRAFFIC CONTROL REQUIREMENTS.

SCRRA FORM NO. 6 (TEMPORARY RIGHT OF ENTRY AGREEMENT) WILL BE EXECUTED AND SUBMITTED WHEN THE CONSTRUCTION ACTIVITY IS LOCATED WITHIN THE RAILROAD

RIGHT-OF-WAY. SCRRA FORM NO. 5 (INDEMNIFICATION AND ASSUMPTION OF LIABILITY AGREEMENT) WILL BE EXECUTED AND SUBMITTED WHEN HIGHWAY-RAIL GRADE

CROSSING EXIST WITHIN OR IN THE VICINITY OF A TEMPORARY TRAFFIC CONTROL ZONE, LANE RESTRICITIONS, FLAGGING OR OTHER OPERATIONS AND QUEUING OF VEHICLES

ACROSS THE TRACK(S) CANNOT BE AVOIDED.

1.

2.

3.

4.

5.

TEMPORARY

TRAFFIC CONTROL

WORK WITHIN RAILROAD

RIGHT-OF-WAY

WORK IN THE VICINITY OF

RAILROAD RIGHT-OF-WAY

HIGHWAY-RAIL GRADE CROSSING

WITHIN OR IN THE VICINITY OF A

TEMPORARY TRAFFIC CONTROL ZONE,

LANE RESTRICTIONS, FLAGGING, OR

OTHER OPERATIONS

LONG-TERM

STATIONARY

INTERMEDIATE-TERM STATIONARY OR

SHORT-TERM STATIONARY OR SHORT

DURATION

QUEUING

OF VEHICLES

ACROSS THE

TRACK

MONITOR CROSSING

FOR QUEUING

RAILROAD SIGNAL

LOCATION

RAILROAD SIGNAL

LOCATION

HIGHWAY-RIAL

CROSSING WARNING

SIGNALS PRESENT

IN BOTH DIRECTIONS

AT ALL TIMES

HIGHWAY-RIAL

CROSSING WARNING

SIGNALS PRESENT

IN BOTH DIRECTIONS

AT ALL TIMES

LONG-TERM

STATIONARY

RELOCATE OR INSTALL

CROSSING WARNING

SIGNALS

HIGHWAY-RAIL CROSSING

WILL BE CLOSED TO

ROAD USERS

SCRRA RAILROAD EMPLOYEE (SRE) AND

LAW ENFORCEMENT OFFICER/FLAGGER WILL BE

PRESENT AT THE CROSSING

LAW ENFORCEMENT

OFFICER/FLAGGER WILL BE

PRESENT AT THE CROSSING

INTERMEDIATE-TERM STATIONARY

OR SHORT-TERM STATIONARY

OR SHORT DURATION

SCRRA RAILROAD EMPLOYEE (SRE) AND

LAW INFORCEMENT OFFICER/FLAGGER

WILL BE PRESENT AT THE CROSSING

(OR FLAGGER

STATION)

25 MPH

30 MPH

35 MPH

40 MPH

45 MPH

50 MPH

55 MPH

150 Ft

200 Ft

250 Ft

350 Ft

550 Ft

600 Ft

1000 Ft

25 Ft

30 Ft

35 Ft

40 Ft

45 Ft

50 Ft

50 Ft

50 Ft

60 Ft

70 Ft

80 Ft

90 Ft

100 Ft

100 Ft

150 Ft

200 Ft

250 Ft

350 Ft

550 Ft

600 Ft

1000 Ft

55 Ft

85 Ft

120 Ft

170 Ft

220 Ft

280 Ft

335 Ft

(BETWEEN SIGNS)

05/19/10 OMITTED METRIC REFERENCES FROM TABLE NDP

DATE:DRAWN BY:

APPROVED BY



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FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

05/04/06A. CARLOS

-

4302

1 OF 1-

x

x

DET 1

~

x

x

x

x

~

~

~

x

x

x

x

x

x

~

R R

PRIVATE

CROSSING

NO TRESPASSING

CIVIL CODESECTION 1008,

RIGHT TO PASS BY PERMISSION

SUBJECT TO CONTROL OF OWNER

4

TRACKS

NOTES:

SECTION VIEW

DETAIL 2

DETAIL 1

SECTION A-A

PLAN GAGE SIDE

OF TRACKC

MIN

(T

YP)

MIN

DO

UB

LE

GA

TE

OF TRACKC

R/W

R/WR/W

R/W

DET 2

AA

TEMPORARY CONSTRUCTION CROSSING

ES4302----

DETAIL 3

NONE

REQUESTS FOR TEMPORARY CONSTRUCTION CROSSINGS WILL BE

CONSIDERED BY SCRRA ONLY WHERE IT IS SHOWN THAT EXTREME

HARDSHIP AND/OR UNUSUAL CONDITIONS EXIST THAT JUSTIFIES

THE CROSSING.

GEOTEXTILE MUST BE PLACED OVER THE TIE PLATES AND OTHER TRACK

MATERIAL (OTM) TO KEEP ASPHALT AND BASE AWAY. THE MINIMUM

WEIGHT OF GEOTEXTILE SHALL BE 4.5 OZ. PER SQ. YARD AND THICKNESS

SHALL BE 40 MILS.

THE CROSSING MUST NOT BE USED WITHOUT SCRRA AUTHORIZED

PERSONNEL.

THE CHAINLINK FENCE SHALL MEET SCRRA ENGINEERING STANDARD ES5106.

CHAINLINK FENCE GATES WILL BE LOCKED WITH SCRRA LOCK ONLY.

PROVIDE KEEPERS TO HOLD GATES OPEN.

COLD MIX ASPHALT IS NOT AN SCRRA APPROVED MATERIAL FOR THE

PAVEMENT. HOT MIX ASPHALT MUST COMPLY WITH CALTRANS SPECIFICATIONS.

IF HEAVY EQUIPMENT WILL BE CROSSING THE TRACKS, THE ASPHALT

PAVEMENT ELEVATION MUST BE AT THE SAME ELEVATION AS THE TOP

OF THE RAIL ELEVATION FOR 200 FEET ON EACH SIDE OF THE TRACK.

ENVIRONMENTAL RULES OF THE LOCAL AUTHORITY SHALL BE FOLLOWED

WHEN DISPOSING OF THE ASPHALT MATERIALS.

1.

2.

3.

4.

5.

6.

7.

8.

1’-0" 1’-0"

2’-

0"

2’-

6"

3"

3’-

3"

4"

2"

2�"

11’-0" MIN11’-0" MIN

9’-0"

20’

MIN

11’-0"

14’-

0"

MIN

15’-0" 15’-0"

6 FOOT HIGH CHAIN LINK FENCE

AS PER SCRRA ENGINEERING

STANDARD ES5106

GROUND LINE

TIE

45^ TRANSITION EACH

SIDE OF PAVEMENT

ASPHALT PAVEMENT

BASE

DOUBLE LAYER

OF GEOTEXTILE

DOUBLE LAYER

OF GEOTEXTILE

BASE

EXISTING

BALLASTBALLAST AS PER

SCRRA STANDARD

8" MIN. PERFORATED

CMP PIPE

CLASS 2 BASE

6" THICK

DOUBLE LAYER OF

GEOTEXTILE

MINIMUM 4" THICK

HOT MIX ASPHALT

6 FOOT CHAIN

LINK FENCE

DRAIN, LENGTH TO SUIT

(TYP. 2 PLACES)

TEMPORARY SIGN

(TYP. 4 PLACES)

SEE DETAIL 3

ASPHALT

PAVEMENT

2 - 1’-0" THICK STOP BARS

(TYPICAL BOTH SIDES) RAILROAD GRADE CROSSING SIGN,

SEE ES4311 FOR DETAILS

DATE:DRAWN BY:

APPROVED BY



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FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

BILL OF MATERIAL

*

*

*

FRONT

SECTION THRU ALTERNATE BLADES

BACK

DETAIL OF

ALUMINUM BUSHING

DETAIL OF INSERT

8�

"

DETAIL OF ALUMINUM

BACK UP PLATE

DETAIL "A"

NOTES:

REAR VIEW OF SIGN NO. R15-1 BLADE

FRONT VIEW OF SIGN NO. R15-1 BLADE


CPUC STANDARD NO. 1-R OR

MUTCD SECTION 8B-2

"CROSSBUCK" SIGN

RAILROAD CROSSING SIGN-COMPLETE

ITEM

RAILROAD CROSSING SIGN-COMPLETE

(ALTERNATE)

TYPICAL SECTION THRU BLADES

FOR STANDARD "CROSSBUCK" SIGN

NO. R15-1

CROSSIN

GRAIL

ROAD

CROSSING

RAIL ROAD

04/12/02A. CARLOS

MEMACREDRAW

MEMAC

1

2

04/12/02

10/31/05

4310

AS NOTED

1 OF 12

ES4310

HIGHWAY - RAILROAD CROSSING

CROSSBUCK SIGNREVISED TITLE BLOCK

SIGN NO. R15-1 WILL BE USED ON NEW INSTALLATIONS AND

FOR THE REPLACEMENT OF EXISTING RAILROAD HIGHWAY CROSSING

SIGNS, ON AN ATTRITION BASIS, AS RENEWALS ARE REQUIRED. EXISTING

WOODEN "CROSSBUCK" BLADES WILL BE REPLACED WITH EXTRUDED

ALUMINUM BLADES PER THIS DRAWING, WHEN RENEWAL OF SIGN

MESSAGE IS REQUIRED.

TWO DOUBLE - FACED, HIGHWAY CROSSING SIGNS SHALL BE

PROVIDED AT EACH HIGHWAY CROSSING OF A TRACK OR TRACKS,

ONE ON EACH SIDE OF THE TRACK OR ON THE OUTSIDE OF

MULTIPLE TRACK CROSSINGS EXCEPT AS OTHERWISE PROVIDED.

NUMBER OF TRACKS SIGN, M.U.T.C.D NO. R15-2 SHALL BE USED

IN CONJUNCTION WITH SIGN NO. R15-1 WHEN REQUIRED.

THE SIGN SHALL BE ERECTED ON THE RIGHT HAND SIDE OF THE

ROADWAY ON EACH APPROACH TO THE CROSSING. THE SIGN SHALL

BE NO CLOSER THAN 4’-1" FROM THE FACE OF THE CURB TO THE

CENTER OF POST OR WHERE THERE IS NO CURB, NO CLOSER THAN

8’-1" FROM EDGE OF TRAVELED WAY TO CENTER OF POST.

ADDITIONALLY THE SIGNS ARE TO BE PLACED NO CLOSER THAN 12’

FROM THE CENTER LINE OF TRACK TO THE CENTER OF POST EXCEPT

AS SHOWN FOR INDIVIDUAL STATE REQUIREMENTS.

SIGNS:

SEE BILL OF MATERIAL FOR EXTRUSION SPECIFICATIONS

PAINT ALL SIDES WITH LINEAR POLYURATHANE. COLOR FACE OF

PANEL WITH ENGINEERING GRADE, PRESSURE SENSITIVE , RETRO-

REFLECTIVE WHITE VINYL SHEETING. SILK SCREEN LEGEND WITH

BLACK INK. FINISH WITH EXTERIOR GRADE PRESSURE SENSITIVE

CLEAR MYLAR, 3M-1150 OR EQUAL.

TEXT STYLE:

TEXT TO BE "ARIAL BOLD" PER S.C.R.R.A. STANDARD ES1212.

HARDWARE:

SEE BILL OF MATERIAR.25

R.117

1.

2.

3.

4.

16’-

0"

1’-

3�

"7"

11�

"

1’-

7"

9’-

0"

1’-

3"

4’-0"

2’-0"

9"

4’-0"

2’-0"

9"

4’-

0"

1’-

9�

"5"

8�"

�"

1"

�"

6"

9"

�"

10�

"2’-

4"

10�

"

4’-

7"

6"

SEE DETAIL "A"

FOR LETTERING SEE

MATERIAL SPECIFICATIONS

ALUMINUM BLADES

SEE TYPICAL SECTION

THIS SHEET.

STANDARD "CROSSBUCK" SIGN

REFERENCE M.U.T.C.D. R15-1

NUMBER OF TRACKS SIGN

PER DRAWING ES4311

REFERENCE M.U.T.C.D. R15-2

WHEN REQUIRED

ROADWAY LEVEL

7"

7"

2"

3#4" DIA. HOLES, 5#8" x 71#2" MACHINE BOLTS

WITH NUTS AND CUT WASHERS ALL

GALVANIZED. ONE WASHER ON EACH SIDE

FOR EACH BLADE.

90^

SCALE:�" = 1’-0"

9"

.234".091"

.718 "

12"

THIS SIGN COMPLIES WITH

THE REQUIREMENTS OF

CALIFORNIA PUBLIC UTILTIES

COMMISSION GENERAL

ORDER NO. 75-C AND MUTCD

SECTION 8B-2

ALUMINUM BACK - UP PLATE FOR

SINGLE - FACED INSTALLATIONS

OR ALUMINUM INSERT FOR

DOUBLE - FACED INSTALLATIONS

SCALE: NONE

ALUMINUM BUSHING SPOT

WELDED TO BLADE. BUSHING

CUT FROM 6061-T6 ALUMINUM

ROUND DRAWN TUBING

1" O.D. -�" I.D. x�"

SCALE: NONE

INNER RIBS

INNER RIBS

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE: NONE

SCALE:�" = 1’-0"

SCALE:�" = 1’-0"

SCALE: 1�" = 1’-0"

"BREAK AWAY" SIGN POST, 6" x 6"

POST MUST BE DRILLED PER DETAIL "A".

IF 4" x 4" POST IS USED, DRILLING PER

DETAIL "A" NOT REQUIRED.

EXTRUDED BLADES

SEE TYPICAL SECTION

2�"2�"

2�"2�"

2�

"2�

"2�

"2�

"

4�

"4�

"

1�"1�" 2�"

6"

1"

MIN.

4"

MA

X.

5"1�"

7"

�" DIA. HOLES

0.050" ALUMINUM

SHEET

0.064" ALUMINUM

SHEET

�" DIA.

�" DIA.

GRADE

1�" DIA. HOLES

THRU POST

NO. R15-1 RAILROAD CROSSING SIGN:

6" x 6" x 16’-0" "CLEAN" TREATED TIMBER POST

�" x 7-1/2" GALVANIZED MACHINE BOLTS.

GALVANIZED HEX NUTS, TAMPER RESISTANT,�" DIA. TAP.

GALVANIZED CUT WASHERS FOR�" DIA. BOLTS.

ADJUST BOLT LENGTH IF TO BE USED ON OTHERTHAN 6" THICK POST.

NO. R15-1 EXTRUDED ALUMINUM CROSSBUCKS (2 PER SET)

NO. R15-1 INSERTS (2 PER SET)

6" x 6" x 16’-0" "CLEAN" TREATED TIMBER POST

�" x 8-1/2" GALVANIZED MACHINE BOLTS.

GALVANIZED HEX NUTS, TAMPER RESISTANT,

�" DIA. TAP.

GALVANIZED CUT WASHERS FOR�" DIA. BOLTS.

THAN 6" THICK POST.ADJUST BOLT LENGTH IF TO BE USED ON OTHER

1 SET

NO

REQ’D

1

2

2

4

NO

REQ’D

1 SET

1 SET

1

2

2

4

NO. R15-1 ALUMINUM CROSSBUCKS, ALCOA EXTRUDED SECTIONNO. 83778, ALUMINUM ALLOY 6063T6,OR APPROVED EQUAL,2 BLADES PER SET.

*

ALCOA SECTION NO. 83778ALUMINUM ALLOY 6063T6OR APPROVED EQUAL

DATE:DRAWN BY:

APPROVED BY



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FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

R R

NOTES:

BILL OF MATERIAL

ITEM

R R

CPUC STANDARD NO. 1-C

THIS SIGN COMPLIES WITH THE REQUIREMENTS OF

CALIFORNIA PUBLIC UTILITIES GENERAL ORDER NO. 75-C

CPUC STANDARD NO. 1-D

NO. R15-2

NOTE:


PRIVATE

CROSSING

NO TRESPASSING

CIVIL CODESECTION 1008,

RIGHT TO PASS BY PERMISSION

SUBJECT TO CONTROL OF OWNER

4

TRACKS

TRACKS

4

CROSSING

RAILROAD

PEDESTRIANSAND BICYCLES

ONLY

4

TRACKS

04/12/02A. CARLOS

MEMACREDRAW AND ADD MULTIPLE TRACK WARNING DETAIL

MEMAC

1

2

04/12/02

10/31/05

4311

1 1/2" = 1’-0"

1 OF 1

ES4311

2PRIVATE, PEDESTRIAN AND BICYCLE

RAILROAD GRADE CROSSING SIGN

(�

"

DIA.

MO

UN

TIN

G

HO

LE

S)

REVISED TITLE BLOCK

CPUC STANDARD NO. 1-C

PRIVATE CROSSING SIGN:

CPUC STANDARD NO. 1-D

PEDESTRIAN AND BICYCLE

CROSSING SIGN:

CPUC STANDARD NO. R15-2

MULTIPLE TRACK WARNING:

SIGNS:

�" THICK MILL FINISH ALUMINUM PANEL, ALCOA 6016-T6 OR EQUAL.

PAINT ALL SIDES WITH LINEAR POLYURETHANE. COLOR FACE OF PANEL WITH

ENGINEERING GRADE, PRESSURE SENSITIVE , RETRO-REFLECTIVE WHITE VINYL

SHEETING. SILK SCREEN LEGEND WITH BLACK INK. FINISH WITH EXTERIOR

GRADE 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 GALVANIZED

IN 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 GALVANIZED

IN 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.

1’-0" 1’-0"

2’-

0"

2’-

6"

3"

3’-

3"

2’-

0"

10’

LO

NG

2

LB.

PE

R

LIN

EA

L

FO

OT

GA

LV

ANIZ

ED

SQ

UA

RE

ST

EE

L

PO

ST

9"9"

2’-

3"

3"

1’-

6"

3"

1’-6"

9" 9"

2’-

6"

2’-

3"

5’-

6"

8’

LO

NG

2

LB.

PE

R

LIN

EA

L

FO

OT

PAIN

TE

D

SQ

UA

RE

ST

EE

L

PO

ST

1’-1�"1’-1�"

2’-3"

9"

9"

9"

4�" 4�"

2" SQUAR STEEL POST

FOR POST DETAILS SEE

DRAWING ES6101

2�" SQUAR STEEL ANCHOR

FOR ANCHOR DETAILS SEE

DRAWING ES6101

4 - �" DIA. HOLES

FOR �" DIA. BOLTS

WHITE REFLECTIVE

SHEETING REVERSE

SCREENED STOP SIGN

RED

REFLECTORIZED ALUMINUM

PLATE, �" THICK

BLACK BORDER AND CROSS

PER MATERIAL SPECIFICATIONS


PANEL, �" THICK

BLACK BORDER AND CROSS

PER MATERIAL SPECIFICATIONS

1�" RAD

GROUND LINE

�" DIA. HOLES FOR �" DIA.

GALVANIZED BOLTS

GROUND LINE

4 - �" DIA. HOLES

FOR �" DIA. BOLTS

2�" SQUARE STEEL ANCHOR

(30" LONG)

MULTIPLE TRACK WARNING

SEE DETAIL BELOW

2" SQUARE STEEL POST

FOR POST DETAILS SEE

DRAWING ES6101


PANEL, �" THICK


PANEL, �" THICK

SIGN R15-2 ONLY USED IF

TWO OR MORE TRACKS,

NUMBER TO CORRESPOND

TO NUMBER OF TRACKS

AT CROSSING.

SEE MATERIAL SPECIFICATIONS

FOR TEXT STYLE

1"

7"

1"1"

7"

1"

FOR USE AT MULTIPLE TRACK CROSSINGS.

(�

"

DIA.

MO

UN

TIN

G

HO

LE

S)

FOR USE AT LOCATIONS DESIGNATED BY

ORDER OF THE CALIFORNIA PUBLIC

UTILITIES COMMISSION. THE WORDING

"AND BICYCLES" IS OPTIONAL AND MAY

BE OMITTED WHERE APPROPRIATE.

TWO SIGNS SHALL BE USED AT EACH PRIVATE GRADE

CROSSING NOT EQUIPPED WITH AUTOMATIC WARNING

DEVICES, ONE FACING EACH ROAD APPROACH UNLESS

THERE IS NO SPACE TO LOCATE THE SIGN OR SIGNS.

SCALE: 3" = 1’-0"

0�

"

1"0�

"

1�

"

2�

"

1�

"2�

"

1

1

1

4

4

4

No. 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.

No. 1-C - PRIVATE CROSSING SIGN - COMPLETE

�" x ¤" x 0.064" PLAIN, FLAT ALUMINUM WASHERS FOR�" DIA. BOLTS, ALLOY 2024-T4

No. 1-D - PEDESTRIAN AND BICYCLE CROSSING SIGN-COMPLETE

No. 1-D SIGN PANEL.

�" 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.

�" DIAMETER BY 2�" GALVANIZED MACHINE BOLTS.

GALVANIZED HEXAGON NUTS, �" DIAMETER TAP.

GALVANIZED CUT WASHERS FOR �" DIAMETER BOLTS.4

4

4

1

1

2

2

2

1

1

2.79 LB. PER LINEAL FOOT FLANGED CHANNEL STEEL POST, POINTED8’-0" LONG, POINTED END, WITH �" DIAMETER KNOCKOUT HOLES

"TRACKS" SIGN PANEL �" x 9" x 27" WITH �" DIAMETER MOUNTING HOLES.

NOREQ’D.

DATE:DRAWN BY:

APPROVED BY



REVISION

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REVISIONS








FOR THE ACCURACY OR


PLAN SHEET

PRE-FINAL SUBMITTAL

EXAMPLE OF PEDESTRIAN

TREATMENT AT GRADE CROSSING

WITH ENTRANCE GATE ONLY

wz:JCD

0:::u

I. 16" 'iI.. EXITI~l

GATE WITH

STUB MAST

-OR

-

IEX

IT..I

EXIT DECAL SHALL BE ENGINEERING

GR

AD

E R

ET

RO

RE

FLE

CT

IVE

MA

TE

RIA

L,WHITE WITH 3'12 BLACK ARIAL BOLD

LETTERS AND ARROW

EXIT DECAL

GA

TE

WIT

H T

ALL M

AS

T,

BELL AND CROSSBUCKS

(MU

L TIP

LE T

RA

CK

S S

IGN

WH

ER

E R

EQ

UIR

ED

)

EXAMPLE OF PEDESTRIAN

TREATMENT AT GRADE CROSSING

WITH ENTRANCE AND EXIT GATE

RGATE ARM LENGTHR

A1 B IC

~ .-

I _

GATE WITH

STUB MAST

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"

w~-'GATE ARM I DIM. I DIM. I DIM.

LE

NG

TH

"A" "B

" "C"

CD

0:::u4'-0" I 1'-0" I 2'-0" I 1'-0"

4'-6" I 1'-1'2" 1 2'-3" 1 1'-1'1

5'-0" I 1'-3" I 2'-6" I 1'-3"

5'-6" I 1'-4'/2" I 2'-9" 1 1'-4'/2"

---------------.----.-.-.-. t TRACK -.-.

GATE WITH

STUB MAST

l8'-0" I 2'-0" I 4'-0" I 2'-0"

7'-6" I 1'-10'/2" I 3'-9" 11'-10'/2"

wz:JCD

0:::U

GATE ARM LAMP SPACING

AND PLACEMENT

TH

IS TY

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EUSED IN QUADRANTS THAT DO NOT HAVE

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Y W

AR

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G D

EV

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S IN

ST

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RO

AD

WA

Y W

AR

NIN

G D

EV

ICE

S IN

ST

ALLE

D.

I. 8'-0" MAX. 'i

..EXIT DECAL SHALL BE PLACED ON

EACH PEDESTRIAN WARNING DEVICE

CE

NT

ER

ED

ON

TH

E G

AT

E A

RM

WIT

H T

HE

AR

RO

W PO

INT

ING

IN T

HE

DIR

EC

TIO

N O

FTHE DESIGNATED EXIT PATH AND

ONE-WAY SWING GATE

I1Ii

PED GATE WITH STUB MAST

TH

E D

RIL

LE

D H

OL

E IN

TE

ND

ED

FOR

AC

CE

SSTO MAIN MAST FLASHING LIGHTS SHALL

HAVE A REMOVABLE COVER AND SEALED

WITH A GASKET AND RTV SEALANT

04-3815007-0IN

CL

UD

ES:

STUB MAST W/JCT. BOX

8'-0" FIBERGLASS GATE ARM *

TW

O L

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. GA

TE

AR

M L

AM

PS *COMPLETE GATE ASSY

HA

RD

WA

RE

* ORDERED SEPARATELY

15"26'l-

8'-0" MA

X. 'I

.-

42"

TOP OF FINAL GRADE

NO

TE

S:

1. REFER TO ENGINEERING STANDARDS ES2015

THRU ES2022 FOR INFORMATION REGARDING

SPECIFIC CONFIGURATIONS OF PEDESTRIAN

TR

EA

TM

EN

TS A

T V

EH

ICL

E C

RO

SSING

S.

2. ORIENTATION OF GATE ARM AND MECHANISM

WIL

L V

AR

Y D

EPE

ND

ING

ON

SITE

SPEC

IFICR

EQ

UIR

EM

EN

TS. O

RIE

NT

AT

ION

AS SH

OW

NIN THIS STANDARD ARE FOR ILLUSTRATION

PU

RP

OS

ES

ON

L Y.

3. COMPLETE GATE ASSEMBLIES SHALL INCLUDE

GATE MECHANISM, LEFT AND RIGHT SUPPORT

ARMS, TYPE B CONVERSION BRACKET, BREAK-

AW

AY

GA

TE

AR

M A

DA

PTE

R, 3 SH

EA

R PIN

S, KIN

GPIN ASSEMBLY, 8'-0" LONG LIQUID TIGHT FLEX

CONDUIT AND CONNECTORS, AND ALL ASSOCIATED

HA

RD

WA

RE

.

4. DE

VIA

TIO

N F

RO

M T

HIS

ST

AN

DA

RD

SH

ALL B

EAPPROVED BY MANAGER, C&S ENGINEERING

OR DESIGNATE.

" IiPEDESTRIAN GATE ASSEMBLY

FOR "OFF-QUADRANT" APPLICATIONS

04-3815008-0IN

CL

UD

ES:

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ST

W/JC

T. B

OX


TW

O L

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42"

. TOP OF FINAL GRADE

SIDEW ALK/PEDESTRIAN P ATHW AY

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SID

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RM

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MP K

IT *

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I. 16" 'i,.. EXITI~l

-OR

-

¡EX

IT..I

EXIT DECAL SHALL BE ENGINEERING

GR

AD

E R

ET

RO

RE

FLE

CT

IVE

MA

TE

RIA

L,W

HIT

E W

ITH

3'12" BLA

CK

AR

IAL B

OLD

LETTERS AND ARROW

EXIT DECAL

NO

TE

S:

1. THIS CONFIGURATION SHALL BE USED AT

PEDESTRIAN CROSSINGS THAT ARE NOT

LOCATED ADJACENT TO A HIGHWAY-RAIL

GR

AD

E C

RO

SSING

.

2. WHEN PEDESTRIAN PATHWAY IS EQUIPPED

WITH AN EXIT PATH AND ONE-WAY SWING GATE,

AN EXIT DECAL SHALL BE PLACED ON EACH

PED

EST

RIA

N W

AR

NIN

G D

EV

ICE

CE

NT

ER

ED

ON

TH

E G

AT

E A

RM

WIT

H T

HE

AR

RO

W P

OIN

TIN

G IN

THE DIRECTION OF THE DESIGNATED EXIT

PATH AND ONE-WAY SWING GATE

3. REFER TO ENGINEERING STANDARD ES8390

FOR INFORMATION REGARDING PLACEMENT

OF PEDESTRIAN AND BICYCLE ONLY WARNING

DE

VIC

ES.

4. LIGH

T A

SS

EM

BLIE

S S

HA

LL BE

PLA

CE

D S

O A

S T

ONOT INTERFERE WITH GATE ARM MOVEMENT.

5. FLASHING LIGHT SIGNAL UNITS SHALL BE

12" L.E.D

. TY

PE

DE

SIG

NE

D T

O O

PE

RA

TE

WIT

HA SOLID STATE CROSSING CONTROLLER AND

SHALL CONFORM TO AREMA C&S MANUAL

RE

CO

MM

EN

DA

TIO

NS.

6. 1-WAY OR 2-WAY LED FLASHER ASSEMBLIES

SH

ALL IN

CLU

DE

JUN

CT

ION

BO

X C

RO

SS

AR

MA

SSEM

BL

Y A

ND

LA

MP M

OU

NT

ING

BR

AC

KE

TS

PE

R A

RE

MA

C&

S M

AN

UA

L PA

RT

3.2.51, 12" L.E.D

.LAMP UNITS, 24" STEEL BACKGROUNDS, STEEL

HOODS AND ALL ASSOCIATED HARDWARE.

7. COMPLETE GATE ASSEMBLIES SHALL INCLUDE

GATE MECHANISM, LEFT AND RIGHT SUPPORT

ARMS (WITH OR WITHOUT COUNTERWEIGHT

SU

PP

OR

T D

EP

EN

DIN

G O

N C

ON

FIG

UR

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ION

),(4) 50LB AND (2) 25LB COUNTERWEIGHTS AND

RE

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RA

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ET

S (IF RE

QU

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YPE

BC

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RS

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AR

MA

DA

PT

ER

, 3 SH

EA

R P

INS

, KIN

G P

IN A

SS

EM

BLY

,8'-0" LONG LIQUID TIGHT FLEX CONDUIT AND

CONNECTORS, AND ALL ASSOCIATED HARDWARE.

8. THE DIMENSIONS SHOWN ARE TYPICAL.

RE

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ES8309

FLASHING LIGHT SIGNALS WITH ENTRANCE GATES:

ON

E O

R M

OR

E T

RA

CK

S,

TW

O-W

AY

VE

HIC

UL

AR

TR

AFFIC

,ONE LANE EACH WAY.

RIGHT ANGLE CROSSING

ACUTE ANGLE CROSSING

OBTUSE ANGLE CROSSING

REFERENCE AREMA

C&S MANUAL PART

3.1.36A

6" MAX.

i -1'

~()X-f ~4'-6t-'

15'* 12' M

IN. M

IN. ._._. ,_._._._._..

L._._._._._._._._. t TRACK -'-'-'-'-._._._.- r

_._._._._._. --"6" I- 12!~1N

. *L MIN.

1_

X(): -i

~ i

6" MA

X. ' o

.... j -- -'-"

.................._........ ........... 4'-6" --1._............ 15' *

........ ..MIN

. 12' MIN

.

( ) ...... C&S MANUAL PART

.~ i 3.1.6B

6" MAX.

D

* USE OF MINIMUM DIMENSIONS SHALL BE AUTHORIZED BY

SCR

RA

MA

NA

GE

R O

F C&

S EN

GIN

EE

RIN

G O

R D

ESIG

NA

TE

.

NO

TE

S:

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' MEASURED

FR

OM

TH

E C

EN

TE

R O

F K

ING

PIN

TO

TH

E T

IP O

F G

AT

E A

RM

.

4. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308

FOR ADDITIONAL INFORMATION.

5. DE

VIA

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N F

RO

M T

HIS

ST

AN

DA

RD

SH

ALL B

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PP

RO

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CONCRETE PULL BOX

D -

24" x 18" x 13"

FIBERGLASS PULL BOX

. -

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CONCRETE PULL BOX

- -N- - -

MU

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eN-NUMBER OF CONDUITS)

---- -

SINGLE CONDUIT

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0-8X6 CROSSING HOUSE

NO

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TR

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EN

T E

NC

LOS

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CA

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BE

LOCATED IN ANY NEUTRAL QUADRANT.

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3. A MINIMUM OF 4 CONDUITS SHALL BE MAINTAINED

UN

DE

RN

EA

TH

TH

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OA

DW

AY

ON

BO

TH

SID

ES

OF

TR

AC

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ST

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4. SPARE CONDUITS SHALL BE INSTALLED COMPLETELY FROM

ON

E 4' X

4' X 4' PU

LL

BO

X T

O T

HE

OT

HE

R 4' X

4' X 4'

PULL BOX.

5. INSTALL EXPRESS CONDUIT WHERE APPLICABLE. NUMBER

OF CONDUITS TO BE DETERMINED BY SCRRA SIGNALS AND

COMMUNICATIONS PROJECT MANAGER.

6. ALL CONDUIT SHALL BE BURIED A MINIMUM OF 36" BELOW

TOP OF FINAL GRADE.

7. INSTALL CABLE AND TRACK WIRE AS SPECIFIED BY SIGNAL

CIRCUIT PLANS.

8. 24" X 18" X

13" PU

LL BO

XE

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LOCATION PLAN

FLASHING LIGHT SIGNALS

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1 PED

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AN

GL

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.6" MAX.

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~tl ~ 11Z\7

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15' - 14'-6" L Ã

j4'-6" 1 15'* 12' M

IN. -j M

INJ U

lMIN

. r- 12' MIN

. *

------+----------------_. t TRACK ._._._._._._._._._.--=

15' L -l 15'

* 12l- .f~;~

:' r- D i4~

;~:' t 12' r *

¡:"l., r- ¡- ,l(l¿12" MAX. I-

6" MA

X. '

.6" MAX.

j 112" MAX.

~ i Y

\7o

4'-6" IMIN. I-

f -- -'---.

--4'-6" 7::MIN. r 15'

I _ 12' MIN. *

o l I X ( ) ~ / REFERENCE AREMA C&S

/: i r- ~ ~ MANUAL PART 3.1.6C

12" MAX. I FIGURE 3136C-2

6" MA

X. '

D14'-6"

MIN

.


SCR

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.4. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308 FOR

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-1 OF 1

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,

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1: ~~:' L i _____

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I 6' ~N

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DD

0:0-1 , 6" MAX.

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-- , 6" MAX.

6" MAX. i f-

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MIN

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I


I' ,

, 0'0

~: i

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Il'REV. I DATE I

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. IOlECTOR, ENGINERIG AN CONSTRUCTION /

PLAN SHEET

ES8360

DD

15'12'

MIN

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I *~X

i in,


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( ) ( )

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L____________ t T

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,

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DE

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OlCTOR, ENGERIG AN CONSTRUCTION


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8365

NO

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1 OF 1

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AL

E'

TY

PICA

L L

OC

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PLA

NCANTILEVER FLASHERS WITH ENTRANCE

AN

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i MIN. MIN. I _

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12" MA

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FLASHING LIGHT SIGNALS WITH GATES AND MEDIAN:

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CK

S,

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VE

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&?

4'-6" IMIN. r- 00


~- 14'-6"

-- MIN.

--4'-6"I MIN.

D~

4'-6" r-

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i l-j h ,X()~

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X.

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DD

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CLEARANCE FOR 24" BACKROUNDS, WINDGUARD OR GATE

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4. BACKLIGHTS MAY BE ADDED AS CONDITIONS REQUIRE.

5. GATE ARM LENGTH SHALL NOT EXCEED 32' MEASURED FROM

THE CENTER OF KINGPIN TO THE TIP OF GATE ARM.

6. SE

E S

T A

ND

AR

D D

RA

WIN

GS

ES

8300 TO

ES

8308FOR ADDITIONAL INFORMATION.

7. DE

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M T

HIS

ST

AN

DA

RD

SH

ALL B

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PP

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FLASHING LIGHT SIGNALS WITH GATES AND MEDIAN

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DE

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DIR

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ER

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UC

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PLAN SHEET

LOS

AN

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IA 90017

ES8370


SCR

RA

MA

NA

GE

R O

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EE

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G O

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.

12" MA

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IG

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* 15' -- MIN.

12' MIN

.

1____ iV V

.-.-.-.-.-.-------------.--- t. TRACK -------------.-.-.-.---------------.-t-~

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I MIN.

rli~ ,,~'N ~'h

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.' _ ' "MAX

MIN

. .

FLASHING LIGHT SIGNALS WITH ENTRANCE

AND EXIT GATES AND MEDIAN:

ON

E O

R M

OR

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RA

CK

S,

TW

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AY

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HIC

UL

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,TWO LANES EACH WAY

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4'-6" ~ p:: ~

~:

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I \7'9 I '(()\76' M

IN. 14'-6" I

~ ~MIN.~

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AX

.

I


12" MA

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I MIN

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()~6' MIN. -- h

i ~ 12" MAX.

U I : 6. (

r-r~ ~4'-6"~

12" MAX. MIN.

14'-6"M

IN.

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IN. ~

~ \7()

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*15'12' M

IN.

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I _

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ri i ¡- 6' MIN. MIN. 12,1~'IN. *

12"MAX.: L \7 /

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::4'-6" 1-- h IM

IN.

12" MA

X.

6. 6. I

6. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308 FOR


7. WHERE BOTH ENTRANCE GATES AND EXIT GATES ARE ALIGNED

ON A MEDIAN, FRONT LIGHTS SHALL BE INSTALLED ON THE

ASSEMBL Y CLOSEST TO TRAFFIC APPROACHING IN THE

LA

WFU

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IRE

CT

ION

.

8. DE

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TIO

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HIS

ST

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ALL B

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1 OF 1

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DE

SCR

TIO

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S. I EN

G. 1

DIR

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AND EXIT GATES AND MEDIAN

ES8375

14'-6"M

IN.

NO

TE

S:



3. AD

DIT

ION

AL

ME

DIA

N W

IDT

H M

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BE

RE

QU

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D T

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IDE


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UN

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RW

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HT

S.

4. BACKLIGHTS MAY BE ADDED AS CONDITIONS REQUIRE.


FR

OM

TH

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TE

R O

F K

ING

PIN

TO

TH

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AFFIC

,THREE OR MORE LANES

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RIGHT ANGLE CROSSING ACUTE ANGLE CROSSING OBTUSE ANGLE CROSSING

iV I X

6'4' M

IN.*

t : i VV

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b.i ~'-6" I ¡i 1-1;2" MAX.I 4'-6" I

-- MIN. 1-: : -- MIN. r-

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15'12'M

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MA

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IN. *

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IN. ~

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: : i VV

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MIN. : : MIN.

vviv

Î 4'-6" ~: : 14'-6" t

MIN. : : MIN.

12" MAX.-- r+

': V V

o :, l)-T

b. b. i ~ : I, 6'

'i 4'MIN. *

, --

Xi i A

9'-0" MIN.

NO

TE

S:



3. AD

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ION

AL

ME

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LEN

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AS

UR

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FR

OM

TH

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EN

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R O

F K

ING

PIN

TO

TH

E T

IP O

FGATE ARM.

5. SEE STANDARD DRAWINGS CS2000, CS2030 AND CS2040

FOR ADDITIONAL INFORMATION.

6. DE

VIA

TIO

N F

RO

M T

HIS

ST

AN

DA

RD

SH

ALL B

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11/21/081T

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OR

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TIO

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AlS E

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ER

~GSHALL NOT BE RESPONSIBLE

SO

UT

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CA

LIFO

RN

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1 OF 1

REV. I OATE I

OE

SCR

TIO

NI D

ES

. I EN

G. I

DIRECTOR, ENGERI Nl CONSTRUTION /'

PLAN SHEET

LOS

AN

GE

LES

, CA

LIFO

RN

IA 90017

AND MEDIAN

ES8380


I~JD!D

rY ¡X

*6' :4'tM

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l: r:L

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*15'12'iM

'N' J '_'_'_ t T

RA

l _._._._._._._._._._. . '-'-'-'-'-'-'-'-'-'1-

_._._._._. . . . . ._.- :

- ._._._. : * 15'

: 12' MIN.

4~ i~

~i 4~

~~

:' t-12" M

AX

\7 \7. ()

~) ," * 6'

:: 4' MIN.

6'M'N. ixi A-l

~ :,

~ 1-12" MAX'~'_6" l: 0 1\ 1\ I

' MIN. li li

,,,

I \7 \7

D

4'-6" IMIN. i-

.4'-6"M

IN.

14'-6"M

IN.

A

RE

VISIO

NS

11/21/08

REV. I DATE

AG

R, C

O~

lAC

AT

ION

S A

I S1G

N.lS

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Q.,A,Aid vi M..,)e.

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: *12'MIN

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CANTILEVER FLASHERS WITH ENTRANCE

AND EXIT GATES AND MEDIAN:

ON

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S,

TW

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4'MIN% :'

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l: l:~ 4~i~:' I -. 4'-6" L

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NO

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S:1. TYPICAL LOCATION PLAN MAY VARY AS CONDITIONS REQUIRE.


3. AD

DIT

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TO

TH

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IP O

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AT

E A

RM

.

5. SEE STANDARD DRAWINGS ES8300 THROUGH ES8308,

ES8320 & ES8325 FOR ADDITIONAL INFORMATION.

6. WHERE BOTH ENTRANCE GATES AND EXIT GATES ARE ALIGNED

ON A MEDIAN, FRONT LIGHTS SHALL BE INSTALLED ON THE

ASSEMBL Y CLOSEST TO TRAFFIC APPROACHING IN THE

LA

WFU

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.

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PED FLASHING LIGHT SIGNALS WITH GATES:

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15'12'

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~ FROM EDGE

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3. GATE ARM LENGTH SHALL NOT EXCEED 8' MEASURED FROM

THE CENTER OF KINGPIN TO THE TIP OF GATE ARM WITHOUT

CO

UN

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RW

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S.

4. SEE STANDARD DRAWING ES8395 FOR ADDITIONAL INFORMATION.

5. DE

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6. PEDESTRIAN GATE CONFIGURATIONS MUST HAVE CHANNELIZATION

AND EXIT SWING GATES.

7, DISTANCE BETWEEN TIP OF GATE ARM AND POST TO BE BETWEEN

41/2IN. A

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TYPICAL LOOP LAYOUT DIMENSIONS

1. LOOPS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

2. "A" - TYPICALLY 15' TO MAINTAIN DIMENSIONS "G" AND "E" MAY BE

REDUCED IF ENTRANCE GATED CANNOT BE RELOCATED.

3. "B" - TYPICALLY 15' MAY BE REDUCED IF EXIT GATES CANNOT BE RELOCATED.

(SE

E "E

"),

4. "C" - TYPICALLY 12", MAY VARY FROM 6" TO 12" DEPENDING ON PAVEMENT

QU

AL

ITY

.

5. "D" - TYPICALLY 2' FROM EDGE OF TRAVELED WAY OR LANE LNE.

6. "E" - 3'-3Y

2' RE

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8. "G" - MAXIMUM LOOP WIDTH SHALL NOT EXCEED 8'. MINIMUM LOOP WIDTH OF

EN

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9. "H" - MAXIMUM LOOP LENGTH 28'-6".

10. "I" - MAXIMUM 13' BETWEEN LOOPS IN THE SAME LANE.

NO

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USED WITH EXIT GATES

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S8405

SWING GATE DETAILS - Metrolink BY: DATE: APPROVED BY DIRECTOR OF ENGINEERING AND CONSTRUCTION...

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Transcript of SWING GATE DETAILS - Metrolink BY: DATE: APPROVED BY DIRECTOR OF ENGINEERING AND CONSTRUCTION...