ABBREVIATIONS, LEGEND, AND GENERAL NOTES … · 2019-08-27 · 07-10-15 ndp light pole with camera...

81
DIRECTOR OF ENGINEERING AND CONSTRUCTION REVISION STANDARD SHEET SCALE: CADD FILE: ENG. DES. DATE REV. DESCRIPTION DRAWN BY: DATE: FOR NON-SCRRA APPROVED USES: ALL RIGHTS RESERVED. ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA. USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY. UserName=> carlosa Date Plotted: 12:36:48 PM 7/23/2015 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3001_revB.dgn ASSISTANT DIRECTOR: STANDARDS & DESIGN ENGINEERING STANDARDS ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY R.O.W. FENCE 2'' CONDUIT (QTY.) 1'' CONDUIT (1 EA.) 4'' CONDUIT (QTY.) COMM. PULL BOX (11'' x 17'') ELEC. PULL BOX (11'' x 17'') STUB VAULT (4' x 4' x 4') 3'' CONDUIT (QTY.) CANOPY AMBIENT NOISE SENSOR STROBE LIGHT COMM. PULL BOX (17"L X 11"W X 12"D) SPEAKER NOTES: LEGEND: ABBREVIATIONS: C E V 1 2 ABBREVIATIONS, LEGEND, AND GENERAL NOTES 04/01/03 AC B A. CARLOS OR CONFLICTS, THE MOST STRINGENT SHALL APPLY. AND FEDERAL CODES AND REGULATIONS. IF THERE ARE ANY VARIANCES CONSTRUCTION SHALL BE IN COMPLIANCE WITH SCRRA, LOCAL, STATE ES9400 THRU ES9440. FOR COMMUNICATIONS SHELTER, SEE COMMUNICATIONS STANDARD DRAWINGS EQUIPMENT. CONNECTION OF (3) CONDUCTORS (LINE, NEUTRAL, GROUND) TO PROVIDE 6 FOOT LONG PIGTAIL AT EACH TVM LOCATION TO ALLOW SIZED FOR LENGTH OF RUN. EACH TVM LOCATION; SHALL BE XHHW #10 AWG OR #12 AWG LOCATION. CONDUCTORS TO BE RUN FROM STATION POWER PANEL TO PROVIDE SEPARATE 120 VAC, 20 AMP CIRCUIT TO EACH TVM CONDUITS TO BE STUBBED INTO BOTTOM OF JUNCTION BOX. PROVIDE 12" SEPARATION BETWEEN POWER AND COMMUNICATION CONDUITS. PRIOR TO ROUGH-IN OF CONDUITS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF PULL BOXES, ALL CONDUITS SHALL BE PVC MINIMUM 2'-0" BELOW GRADE. UNLESS NOTED OTHERWISE. CONDUIT SIZES SHOWN AT STUB-OUTS TYPICAL FOR ENTIRE RUN 9. 8. 7. 6. 5. 4. 3. 2. 1. LED LVM ELEC. PULL BOX (17"L X 11"W X 12"D) 07-10-15 NDP LIGHT POLE WITH CAMERA / SPEAKER/ LED MESSAGE SIGN AC A 09-06-12 NDP REVISED ABBREVIATIONS, LEGEND, NOTES AND TITLE REVISED ABBREVIATIONS AND LEGEND VIDEO MANAGEMENT SYSTEM VOLTS ALTERNATING CURRENT UNINTERRUPTIBLE POWER SUPPLY TRANSIENT VOLTAGE SUPPRESION SYSTEM TICKET VENDING MACHINE TELECOMMUNICATION DEVICE FOR THE DEAF TELEPHONE RECOMMENDED STANDARD REGISTERED JACK POLYVINYL CHLORIDE CONDUIT POWER OVER ETHERNET POWER DISTRIBUTION PANEL PRIORITY CONTROLLER PUBLIC ADDRESS POWER NETWORK MEDIA PLAYER MULTI-TRIP TICKET VALIDATOR MACHINE MULTI MODE FIBER OPTIC MEDIA CONVERTER LIGHT EMITTING DIODE VIDEO MONITOR LIQUID EMITTING DIODE MESSAGE SIGN KEYBOARD, VIDEO, MOUSE INTERFACE CONVERTER HIGH DEFINITION MULTI-MEDIA INTERFACE FIBER OPTIC PATCH PANEL FIBER OPTIC EMERGENCY TELEPHONE EMERGENCY MANAGEMENT PANEL EXISTING DATA ACQUISITION / TELEPHONE DATA ACQUISITION CLOSED CIRCUIT TELEVISION AND FIBER OPTIC COMMUNICATIONS SHELTER CUSTOMER INFORMATION SYSTEM CLOSED CIRCUIT TELEVISION CATEGORY LED MESSAGE SIGN LED VIDEO MONITOR AND GENERAL NOTES ABBREVIATIONS, LEGEND METROLINK STATIONS ES3001 1 OF 1 NTS 3001 B VMS VAC UPS TVSS TVM TDD T RS RJ PVC POE PDP PC PA P NMP MTTV MMFO MC LVM LED KVM IC HDMI FOPP FO ET EMP (E) D/T DA C/F CS CIS CCTV CAT

Transcript of ABBREVIATIONS, LEGEND, AND GENERAL NOTES … · 2019-08-27 · 07-10-15 ndp light pole with camera...

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 12:36:48 PM7/23/2015 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3001_revB.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    R.O.W. FENCE

    2'' CONDUIT (QTY.)

    1'' CONDUIT (1 EA.)

    4'' CONDUIT (QTY.)

    COMM. PULL BOX (11'' x 17'')

    ELEC. PULL BOX (11'' x 17'')

    STUB

    VAULT (4' x 4' x 4')

    3'' CONDUIT (QTY.)

    CANOPY

    AMBIENT NOISE SENSOR

    STROBE LIGHT

    COMM. PULL BOX (17"L X 11"W X 12"D)

    SPEAKER

    NOTES:LEGEND:ABBREVIATIONS:

    C

    E

    V

    1

    2

    ABBREVIATIONS, LEGEND, AND GENERAL NOTES

    04/01/03

    ACB

    A. CARLOS

    OR CONFLICTS, THE MOST STRINGENT SHALL APPLY.

    AND FEDERAL CODES AND REGULATIONS. IF THERE ARE ANY VARIANCES

    CONSTRUCTION SHALL BE IN COMPLIANCE WITH SCRRA, LOCAL, STATE

    ES9400 THRU ES9440.

    FOR COMMUNICATIONS SHELTER, SEE COMMUNICATIONS STANDARD DRAWINGS

    EQUIPMENT.

    CONNECTION OF (3) CONDUCTORS (LINE, NEUTRAL, GROUND) TO

    PROVIDE 6 FOOT LONG PIGTAIL AT EACH TVM LOCATION TO ALLOW

    SIZED FOR LENGTH OF RUN.

    EACH TVM LOCATION; SHALL BE XHHW #10 AWG OR #12 AWG

    LOCATION. CONDUCTORS TO BE RUN FROM STATION POWER PANEL TO

    PROVIDE SEPARATE 120 VAC, 20 AMP CIRCUIT TO EACH TVM

    CONDUITS TO BE STUBBED INTO BOTTOM OF JUNCTION BOX.

    PROVIDE 12" SEPARATION BETWEEN POWER AND COMMUNICATION CONDUITS.

    PRIOR TO ROUGH-IN OF CONDUITS.

    REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF PULL BOXES,

    ALL CONDUITS SHALL BE PVC MINIMUM 2'-0" BELOW GRADE.

    UNLESS NOTED OTHERWISE.

    CONDUIT SIZES SHOWN AT STUB-OUTS TYPICAL FOR ENTIRE RUN

    9.

    8.

    7.

    6.

    5.

    4.

    3.

    2.

    1.

    LED

    LVM

    ELEC. PULL BOX (17"L X 11"W X 12"D)

    07-10-15 NDP

    LIGHT POLE WITH CAMERA / SPEAKER/ LED MESSAGE SIGN

    ACA 09-06-12 NDPREVISED ABBREVIATIONS, LEGEND, NOTES AND TITLE

    REVISED ABBREVIATIONS AND LEGEND

    VIDEO MANAGEMENT SYSTEM

    VOLTS ALTERNATING CURRENT

    UNINTERRUPTIBLE POWER SUPPLY

    TRANSIENT VOLTAGE SUPPRESION SYSTEM

    TICKET VENDING MACHINE

    TELECOMMUNICATION DEVICE FOR THE DEAF

    TELEPHONE

    RECOMMENDED STANDARD

    REGISTERED JACK

    POLYVINYL CHLORIDE CONDUIT

    POWER OVER ETHERNET

    POWER DISTRIBUTION PANEL

    PRIORITY CONTROLLER

    PUBLIC ADDRESS

    POWER

    NETWORK MEDIA PLAYER

    MULTI-TRIP TICKET VALIDATOR MACHINE

    MULTI MODE FIBER OPTIC

    MEDIA CONVERTER

    LIGHT EMITTING DIODE VIDEO MONITOR

    LIQUID EMITTING DIODE MESSAGE SIGN

    KEYBOARD, VIDEO, MOUSE

    INTERFACE CONVERTER

    HIGH DEFINITION MULTI-MEDIA INTERFACE

    FIBER OPTIC PATCH PANEL

    FIBER OPTIC

    EMERGENCY TELEPHONE

    EMERGENCY MANAGEMENT PANEL

    EXISTING

    DATA ACQUISITION / TELEPHONE

    DATA ACQUISITION

    CLOSED CIRCUIT TELEVISION AND FIBER OPTIC

    COMMUNICATIONS SHELTER

    CUSTOMER INFORMATION SYSTEM

    CLOSED CIRCUIT TELEVISION

    CATEGORY

    LED MESSAGE SIGN

    LED VIDEO MONITOR

    AND GENERAL NOTES

    ABBREVIATIONS, LEGEND

    METROLINK STATIONS

    ES3001

    1 OF 1

    NTS

    3001

    B

    VMS

    VAC

    UPS

    TVSS

    TVM

    TDD

    T

    RS

    RJ

    PVC

    POE

    PDP

    PC

    PA

    P

    NMP

    MTTV

    MMFO

    MC

    LVM

    LED

    KVM

    IC

    HDMI

    FOPP

    FO

    ET

    EMP

    (E)

    D/T

    DA

    C/F

    CS

    CIS

    CCTV

    CAT

  • HC

    680'-0" PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)

    HC

    120'-0"

    58'-2"

    68'-0"

    C

    C

    C

    C

    C

    C

    58'-2"

    68'-0"

    120'-0"

    60'-0"

    60'-0"

    20'-0"160'-0" 160'-0" 160'-0" 160'-0"20'-0"

    20'-0"

    85'-0"

    85'-0"

    60'-0"

    60'-0"

    16'-

    0"

    16'-

    0"

    16'-

    0"

    16'-

    0"

    160'-0" 160'-0" 160'-0" 160'-0"3'-

    0"

    3'-

    0"

    3'-

    0"

    3'-

    0"

    19'-

    0"

    19'-

    0"

    19'-

    0"

    19'-

    0"

    AS IS PRACTICABLE

    OR NEAREST TO MINI-HIGH PLATFORM

    LOCATED AT CENTER OF PLATFORM

    OVERPASS/UNDERPASS TO BE

    AS IS PRACTICABLE

    OR NEAREST TO MINI-HIGH PLATFORM

    LOCATED AT CENTER OF PLATFORM

    OVERPASS/UNDERPASS TO BEPLATFORM

    MINI-HIGH

    PLATFORM

    MINI-HIGH

    680'-0" PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)

    5'-4"

    3'-6"

    VA

    RIE

    S

    3'-6"

    4"

    8"

    C

    TACTILE PANEL

    PLATFORM

    FILL TO TOP OF

    WALKWAY BALLAST

    RAMP

    ASPHALTPLATFORM

    END OF

    RA

    MP

    DO

    WN

    (TYP)

    CPUC RAMP

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> CARLOSA Date Plotted: 8:29:25 AM6/7/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3002_revC.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    -

    B1 B3 B5

    B1 B3 B5

    PE

    D

    XIN

    G

    TRACK

    TRACK

    CROSSING

    AT GRADE PED

    PLATFORM

    END OF PLATFORM

    END OF

    CROSSING

    AT GRADE PED

    PLATFORM

    MINI-HIGH

    (TYP)

    TO LOS ANGELES

    AWAY FROM LOS ANGELES

    B1 B3 B5

    B1 B3 B5

    PE

    D

    XIN

    G

    TRACK

    TRACK

    CROSSING

    AT GRADE PED

    PLATFORM

    END OF PLATFORM

    END OF

    CROSSING

    AT GRADE PED

    PLATFORM

    MINI-HIGH

    (TYP)

    TO LOS ANGELES

    AWAY FROM LOS ANGELES

    BOMBARDIER CARS

    ROTEM CARS

    EN

    D

    OF

    PL

    AT

    FO

    RM

    EN

    D

    OF

    PL

    AT

    FO

    RM

    B7

    B7

    B7

    B7

    GMF59PHI

    GMF59PH

    MP36PH

    MP36PH

    GMF59PHI

    GMF59PH

    5.

    4.

    3.

    2.

    1.

    NOTES: NOTES: (CONT.)

    AT LEAST 150 FEET BEYOND EACH END.

    INTERTRACK FENCE TO EXTEND FULL LENGTH OF PLATFORM AND

    OF TRACK.

    CANOPIES TO BE SET BACK A MINIMUM OF 14 FEET FROM CENTERLINE

    END OF PLATFORM.

    MINI-HIGH PLATFORM TO BE CENTERED 60'-0" FROM LOS ANGELES

    STANDARD PLATFORM WIDTH TO BE A MINIMUM OF 16 FEET FOR SIDE PLATFORMS.

    STANDARD PLATFORM LENGTH TO BE 680 FEET.

    MIN.

    MIN.

    MIN.

    MIN.

    ES3002

    C 1 OF 1

    300205/21/08A. CARLOS

    ACA 06-29-12 REVISED PLATFORMS AT MINI-HIGH LOCATIONS NDP

    (T

    YP)

    AT

    MINI-

    HIG

    H

    SIDE PLATFORMS

    METROLINK STATION STANDARDS1" = 30'

    RA

    MP

    UP

    CPUC RAMP DETAIL RAMP SECTION

    OF TRACK

    SCALE: 1" = 1'-0" SCALE: 3" = 1'-0"

    RAMP

    ASPHALT

    (D

    EP

    TH

    VA

    RIE

    S)

    ACB 10/04/16 NDPADDED CPUC RAMP

    ES4020..

    ON PEDESTRIAN CROSSING SEE SCRRA STANDARD DRAWING

    AT OPPOSITE END OF PLATFORM. FOR ADDITIONAL INFORMATION

    SHALL BE APPLIED WHEN A PEDESTRIAN CROSSING IS REQUIRED

    CRITERIA SHOWN ON THIS DRAWING FOR PEDESTRIAN CROSSING

    CRITERIA.

    FOR COMMUNICATIONS SHELTER LOCATION SEE SCRRA DESIGN

    COMMUNICATIONS SHELTER NOT SHOWN FOR CLARITY.

    7.

    6.

    ACC 05/31/17 REVISED NOTES (NOTE 8 OMITTED) LA

  • 20'160'160'160'160'20'

    680' PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)

    20'160'160'160'160'20'

    120'680' PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)

    120'

    58'-2"

    68'-0"

    58'-2"

    68'-0"

    C

    C

    C

    C

    C

    C

    85' CAR LENGTH

    85' CAR LENGTH

    60'

    60'

    60'

    60'

    30'

    30'

    PLATFORM

    MINI-HIGH

    AS IS PRACTICABLE

    OR NEAREST TO MINI-HIGH PLATFORM

    LOCATED AT CENTER OF PLATFORM

    OVERPASS/UNDERPASS TO BE

    OF TRACK VARIES)

    (DISTANCE FROM CENTERLINE

    FENCING AT EDGE OF R.O.W.

    PLATFORM

    MINI-HIGH

    AS IS PRACTICABLE

    OR NEAREST TO MINI-HIGH PLATFORM

    LOCATED AT CENTER OF PLATFORM

    OVERPASS/UNDERPASS TO BE

    OF TRACK VARIES)

    (DISTANCE FROM CENTERLINE

    FENCING AT EDGE OF R.O.W.

    5'-4"

    3'-6"

    VA

    RIE

    S

    3'-6"

    4"

    8"

    C

    TACTILE PANEL

    PLATFORM

    FILL TO TOP OF

    WALKWAY BALLAST

    RAMP

    ASPHALTPLATFORM

    END OF

    RA

    MP

    DO

    WN

    (TYP)

    CPUC RAMP

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> CARLOSA Date Plotted: 8:29:26 AM6/7/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3003_revC.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    B1

    B1 B3 B5 PE

    D

    XIN

    G

    TRACK

    TRACK

    CROSSING

    AT GRADE PED

    PLATFORM

    END OF PLATFORM

    END OF

    CROSSING

    AT GRADE PED

    PLATFORM

    MINI-HIGH

    (TYP)

    TO LOS ANGELES

    AWAY FROM LOS ANGELES

    B1

    B1 B3 B5 PE

    D

    XIN

    G

    TRACK

    TRACK

    CROSSING

    AT GRADE PED

    PLATFORM

    END OF

    PLATFORM

    END OF

    CROSSING

    AT GRADE PED

    PLATFORM

    MINI-HIGH

    (TYP)

    TO LOS ANGELES AWAY FROM LOS ANGELES

    BOMBARDIER CARS

    ROTEM CARS

    B7

    B7

    MP36PH

    GMF59PHI

    GMF59PH

    MP36PH

    GMF59PHI

    GMF59PH

    5.

    4.

    3.

    2.

    1.

    NOTES: NOTES: (CONT.)

    MIN

    MIN

    CRITERIA.

    FOR COMMUNICATIONS SHELTER LOCATION SEE SCRRA DESIGN

    COMMUNICATIONS SHELTER NOT SHOWN FOR CLARITY.

    OF TRACK.

    CANOPIES TO BE SET BACK A MINIMUM OF 14 FEET FROM CENTERLINE

    END OF PLATFORM.

    MINI-HIGH PLATFORM TO BE CENTERED 60'-0" FROM LOS ANGELES

    STANDARD PLATFORM WIDTH TO BE 30'-0" FOR CENTER PLATFORMS.

    STANDARD PLATFORM LENGTH TO BE 680 FEET.

    ES3003

    C 1 OF 1

    300305/21/08A. CARLOS

    ACA 01/10/13 REVISED MINI-HIGH CONFIGURATION NDP CENTER PLATFORMS

    METROLINK STATION STANDARDS1" = 30'

    PL

    AT

    FO

    RM

    EN

    D

    OF

    PL

    AT

    FO

    RM

    EN

    D

    OF

    RA

    MP

    UP

    CPUC RAMP DETAIL RAMP SECTION

    OF TRACK

    SCALE: 1" = 1'-0" SCALE: 3" = 1'-0"

    RAMP

    ASPHALT

    (D

    EP

    TH

    VA

    RIE

    S)

    ACB 10/04/16 NDPADDED CPUC RAMP

    IS RECOMMENDED.

    CONSTRUCTION, THE CONFIGURATION SHOWN ON THIS DRAWING

    PLATFORM BY SCRRA DIRECTOR OF ENGINEERING AND

    IF APPROVAL IS GRANTED FOR CONSTRUCTION OF CENTER

    DRAWING ES4032.

    INFORMATION ON PEDESTRIAN CROSSING SEE SCRRA STANDARD

    REQUIRED AT OPPOSITE END OF PLATFORM. FOR ADDITIONAL

    SHALL ALSO BE APPLIED WHEN A PEDESTRIAN CROSSING IS

    CRITERIA SHOWN ON THIS DRAWING FOR PEDESTRIAN CROSSING

    7.

    6.

    ACC 05/31/17 REVISED NOTES (NOTE 8 OMITTED) LA

  • 58’-0"

    68’-0"

    85’-0"

    85’-0"85’-0"

    60’-0"

    35’-4"23’-5"

    85’-0"

    35’-3 "23’-6"

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:14:18 AM4/24/2013 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3004_revA.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    NOTES:

    GM F59PH LOCOMOTIVE & BOMBARDIER CAR

    MP36PH LOCOMOTIVE & ROTEM CARS

    MINI HIGH PLATFORM

    PARTIAL PLAN @ TYPICAL SIDE PLATFORM

    ES3002 AND ES3003.

    FOR ADDITIONAL PLATFORM INFORMATION SEE SCRRA STANDARD DRAWINGS

    ADDITIONAL LOCOMOTIVE NUMBER GMF59PH NOT SHOWN FOR CLARITY.

    2.

    1.E

    ND

    OF

    PL

    AT

    FO

    RM

    TO LOS ANGELES AWAY FROM LOS ANGELES

    ES3004

    A 1 OF 1

    " = 1’-0"81

    3004

    LOCOMOTIVE AND CAR ELEVATIONS

    05/05/09A. CARLOS

    ACA

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    EMERGNCY WINDOW

    PULL FOR

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR PULL FOR

    EMERGNCY WINDOWEMERGNCY WINDOW

    PULL FOR

    01/09/13 REVISED PARTIAL PLAN AT PLATFORM NDP

  • 5'-

    4"8'-

    6"

    HANDRAIL

    PLATFORM

    5'-0" 5'-0"

    5'-

    5"

    6'-

    0"

    7'-

    7"

    19'-

    0"

    3'-

    0"

    2•"

    7"

    CONC.

    STEEL HANDRAIL

    1•" DIA. STAINLESSPOLE

    CAULK AT BASE OF

    OR POLYURETHANE

    •" BEAD OF SILICON

    NON-SHRINK GROUT

    2•" DIA. CORE

    WARNING PANELS

    DETECTABLE

    2' x 4' YELLOW

    3'-

    4"

    12ƒ

    "

    12ƒ"

    4'-8ƒ"8'-6"

    8"

    2'-7"

    1'-

    1"

    5'-4"

    8'-11"

    BOLLARDS

    HANDRAIL

    4"

    3'-

    0"

    4'-

    0"

    4•" WIDE (PAINTED)

    YELLOW STRIPE

    WARNING PANELS (TYP. U.O.N.)

    2' x 4' YELLOW DETECTABLE

    7'-

    11"

    2'-

    7"

    2'-

    0"

    9"

    CLEARANCE ENVELOPELINE OF C.P.U.C.

    MINI-HIGH RAMP

    VERTICAL SURFACES OF

    PROVIDE GRAFFITI COATING AT

    R5-1 (DO NOT ENTER) SIGN

    18"x18" POST MOUNTED MODIFIED

    TUBULAR BOLLARDS (TYP)

    THREE BRIGHT YELLOW R5-1 (DO NOT ENTER) SIGN

    18"x18" POST MOUNTED MODIFIED

    PER NOTE 3

    MODIFIED SIGN R5-1

    STRIPE SEE ES3203-01

    1" WIDE BLACK CONTRAST

    EDGE OF PLATFORM

    (SEE LEGEND)

    DETECTABLE WARNING PANELS

    2' x 3' BLACK/WHITE

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:47:11 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-01_revC.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    EL. + 1'-1"

    CJ (TYP.)

    OF

    TR

    AC

    KC

    ES3101-01

    C 1 OF 4

    310104/01/03A. CARLOS

    ACA

    SLOPE 1:16

    RAMP UP

    NOTE:

    MINI-HIGH PLATFORM

    A

    SCALE: ‚" = 1'-0"

    AS NOTED

    09-10-12 REVISED PLAN ADDED SECTION A NDP

    (MIN)

    (MIN)

    1-SCALE: 3" = 1'-0"

    DETAIL

    PLATFORM

    MINI-HIGH

    3.

    2.

    1.

    EN

    D

    OF

    RA

    MP

    BLACK TILE

    WHITE TILE

    LEGEND:

    MIN.

    CTRACK

    T. O. RAIL

    SECTION A-SCALE: ƒ" = 1'-0"

    RAMP UP

    -

    1

    DO NOT

    ENTER

    OF SIGN 4'-0" FROM PLATFORM LEVEL.

    ON POST PER ES5210 WITH THE TOP

    18" x 18" SIGN SHALL BE INSTALLED

    THE MODIFIED R5-1, "DO NOT ENTER"

    HIGH.

    WITH TWO ORANGE REFLECTIVE BANDS 42"

    WITH FIXED BASE AND YELLOW IN COLOR

    BY IMPACT RECOVERY SYSTEMS OR EQUAL

    TUBULAR BOLLARDS SHALL BE "TUFF POST"

    BE AS PER SCRRA SPECIFICATIONS.

    FABRICATION AND INSTALLATION SHALL

    MINI-HIGH PLATFORM DESIGN, MATERIAL,

    ACB 08-05-13 NDPREVISED NOTES ON PLATFORM PLAN MINI - HIGH PLATFORM DETAILS

    C

    ACC 10-07-16 NDPREVISED NOTES, "TILES" TO "PANELS"

  • 50’-8"

    17’-4"16’-0"17’-4"

    6’-

    0"

    5’-

    0"

    11’-

    0"

    33’-4"

    16’-0"17’-4"

    6’-

    0"

    5’-

    0"

    11’-

    0"

    VA

    RIE

    S

    17’-4"16’-0"17’-4"

    3’-

    0"

    1’-

    1"

    5’-

    0"

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 1:48:56 PM11/27/2012 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-02_revA.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ES3101-02

    A 2 OF 4

    NTS

    3101

    MINI - HIGH PLATFORM DETAILS

    04/16/01A. CARLOS

    ACA

    FRONT VIEW

    REAR VIEW

    MINI-HIGH HANDRAIL PLATFORM SCHEDULES

    HANDRAIL

    SIDE PLATFORM (DOUBLE RAMP)TYPE 1

    SIDE PLATFORM (SINGLE RAMP)TYPE 2

    CENTER PLATFORMTYPE 3

    06-29-12 REMOVE SECTIONS AND ADDED PLANS & ELEVATIONS NDP

    (TYP. OPP.)

    HANDRAIL

    DETECTABLE WARNING TILE

    (T

    YP.

    OP

    P.)

  • 15'-6" 6'-0" 4'-0" 6'-0" 15'-6"

    3'-6" 6'-0" 6'-0" 8'-0" 8'-0" 6'-0" 6'-0" 3'-6"

    6'-0"3'-0" 3'-0"6'-0" 6'-0" 6'-0"4'-0"6'-0"6'-0"

    6'-

    0"

    7'-

    7"

    5'-

    5"

    19'-

    0"

    3'-

    0"

    2'-

    7"

    7'-

    11"

    5'-

    4"

    8'-

    6"

    12'-

    11"

    1'-

    1"

    6'-0" 6'-0"4'-0"

    5'-

    0"

    6'-

    0"

    15'-0"16'-0"15'-0"

    6'-0" 6'-0"4'-0"

    5'-

    0"

    6'-

    0"

    15'-0" 16'-0"

    5'-

    0"

    6'-

    0"

    15'-0"16'-0"15'-0"

    5'-

    0"

    6'-

    0"

    VA

    RIE

    S

    11'-

    0"

    11'-

    0"

    11'-

    0"

    11'-

    0"

    5'-0" 5'-0"

    (TYP.)

    PLATE WITH NON-SLIP FINISH

    3' x 6'-0" STEEL CHECKERED

    CONCRETE RAMP UNITS

    6'-0" x 11'-0" PRECAST

    CONCRETE PLATFORM UNIT

    4'-0" x 11'-0" PRECAST REINFORCED

    CONCRETE RAMP UNITS

    6'-0" x 11'-0" PRECAST

    CONCRETE RAMP UNITS

    6'-0" x 6'-0" PRECAST

    1" THICK (PAINTED)

    BLACK CONTRAST STRIPE

    EDGE OF PLATFORM

    TACTILE WARNING TILE

    HANDRAIL

    METAL

    WARNING PANEL

    2' x 4' YELLOW TACTILE

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:47:12 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-03_revC.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    FRONT VIEW

    REAR VIEW

    MINI-HIGH PLATFORM

    MINI-HIGH HANDRAIL

    ES3101-03

    C 3 OF 4

    310104/01/03A. CARLOS

    ACA 06-29-12 NDP

    RAMP DNRAMP DN

    OF TRACKC

    TYPE 1

    TYPE 2

    TYPE 3

    MINI-HIGH SCHEDULESSHALL BE AS PER SCRRA SPECIFICATIONS.MATERIAL, FABRICATION AND INSTALLATION

    PRECAST MINI-HIGH PLATFORM DESIGN,

    NOTE:

    REVISE DRAWING SCALE, MINI-HIGH PLATFORM HEIGHT

    ACB 08-05-13 NDPREVISED CONTRAST STRIPE PRECAST MINI - HIGH PLATFORM

    " = 1'-0"41

    ACC 10-07-16 NDPREVISED NOTE, "TILE" TO "PANEL"

  • 6"

    1'-

    2"

    6"

    •"

    4"

    4"

    2'-

    0"

    1'-

    0"

    1'-0"6"

    1'-

    1"

    4"

    1'-

    4"

    1'-

    4"

    10•"

    7•"

    2" 1ƒ"1ƒ" 2"

    •"

    MA

    X.

    2•

    "

    1'-

    4"

    1'-

    4"

    4"

    3'-

    0" T

    YP.

    1'-

    4"

    1'-

    4"

    1‚

    "1‚

    "

    SCALE:

    PLATE WITH NON-SLIP FINISH3' x 6'-0" STEEL CHECKERED

    5'-

    0"

    6'-

    0"

    5'-0"

    PLATFORM

    MINI HIGHTOP OF

    2" R.

    2" R.

    ADHESIVE BED

    SIDE OF MINI HIGH

    2•" x 7•" x •" PLATE

    SMOOTH (TYP.)WELDED GROUND

    BELOW STEEL PLATES

    " x 3'-0"832" x 2" x

    TYPICAL

    " x 2'-0"83L 3" x 3" x

    PLATFORM

    TOP OF MINI HIGH

    ANCHOR BOLTS

    W/ (2) ƒ" DIA. x 4"

    3" x 3" x …" x 2'-0"

    THREADED ROD

    ‡" HOLES FOR †" DIA. x 10"

    PLATFORM

    STEEL HANDRAIL

    1 •" DIA. O.D. STAINLESS

    W/ NON-SLIP FINISH3' x 5'-6" STEEL PLATE

    PLATFORM

    TOP OF MINI HIGH

    STEEL HANDRAIL

    1 •" DIA. O.D. STAINLESS

    DETAILS SEE ES3203-02

    FOR ADDITIONAL PANEL

    DETECTABLE WARNING PANEL

    DETAILS SEE ES3203-02

    FOR ADDITIONAL PANEL

    DETECTABLE WARNING PANEL

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:47:13 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-04_revC.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    LEVEL FLOORSLOPE RAMPCLR LANDING

    2"R

    RAMP UP

    8'-6"

    BASE PLATE FOR SINGLE POST

    DETAIL

    NTS

    A-

    A-

    PLATFORM EDGE

    MINI HIGH

    TYP.

    OF TRACKC

    T.O. PLATFORM

    ES3101-04

    C 4 OF 4

    NONE

    310102/21/07A. CARLOS

    ACA

    7'-11"

    06-29-12 NDP

    12'-11"

    REVISE PRECAST PLAN & TYPICAL HANDRAIL 2

    ACB 08-05-13 NDPREVISE DETAIL NOTES

    DETAILS

    PRECAST MINI - HIGH PLATFORM

    TYPICAL HANDRAIL 2TYPICAL HANDRAIL 1

    DETECTABLE WARNING PANEL

    PRECAST RAMP ANCHOR ANGLES

    ACC 10-07-16 NDPREVISE NOTES

  • 6'-

    0"

    8"

    9'-

    0"

    5'-4" 9'-6"

    16'-0"

    14'-0"

    LIGHT POLE

    CANOPY

    INTERTRACK FENCE

    PANEL PER ES3203

    DETECTABLE WARNING

    CONCRETE SLAB

    CAST-IN-PLACE

    MIN. 6" THICK

    FOOTING DETAILS

    STANDARD ES5101 FOR

    SEE SCRRA ENGINEERING

    SEATING AND PEDESTRIAN TRAFFIC

    AS NEEDED TO ACCOMMODATE

    EXTEND PLATFORM AT CANOPIES

    HOT MIX ASPHALT

    6" THICK

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:47:14 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3201_revA.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    3%

    LANDSCAPING

    TRACKC

    NOTES:

    2.

    1.

    MIN.

    (TYP)

    AWAY FROM TRACKS

    1% (2% MAX) SLOPE

    T.O. RAIL

    SIDE PLATFORM

    (MIN. CLEAR)

    (MIN.)

    (MIN. CLEAR)

    PLATFORM.

    STATION FURNITURE (BENCHES, TRASH RECEPTACLES) SHALL BE PLACED AT THE BACK OF THE

    BY THE ARCHITECT.

    LIGHT POLE AND CANOPY SHOWN AS REFERENCE ONLY ACTUAL DESIGN TO BE DETERMINED

    ES3201

    A 1 OF 1

    NTS

    320105/24/07A. CARLOS

    ACA TYPICAL SECTIONS

    SIDE PLATFORMS

    10-07-16 REVISED WARNING PANEL NOTE NDP

  • 5'-4"

    8"

    14'-0"

    30'-0"

    9'-

    0"

    15'-0"

    CANOPY

    LIGHT POLE

    CONCRETE SLABCAST-IN-PLACEMIN. 6" THICK

    EDGE FOUNDATIONCAST-IN-PLACE PLATFORM

    (TYP)HOT MIX ASPHALT6" THICK

    PANEL PER ES3203DETECTABLE WARNING

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:47:14 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3202_revB.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    TRACKC

    OF PLATFORMC

    NOTE:

    TRACKC

    MIN.

    MIN.

    MIN.

    PLATFORM

    1% SLOPE1% SLOPE

    TOP OF RAIL

    CENTER PLATFORM

    DRAWING IS RECOMMENDED.CONSTRUCTION, THE CONFIGURATION SHOWN ON THISPLATFORM BY SCRRA DIRECTOR OF ENGINEERING ANDIF APPROVAL IS GRANTED FOR CONSTRUCTION OF CENTERSHALL BE PLACED AT THE CENTER OF THE PLATFORM.STATION FURNITURE (BENCHES, TRASH RECEPTACLES)

    2.

    1.

    ES3202

    B 1 OF 1

    NTS

    320205/24/07A. CARLOS

    ACA 9-21-12 REVISED DETECTABLE WARNING REFERENCE NUMBER NDP TYPICAL SECTIONS

    CENTER PLATFORMSACB 10-07-16 NDPREVISED WARNING PANEL NOTE

  • 4'-

    0"

    EDGE OF PLATFORM

    1'-2"4"

    1'-2"

    2'-0"

    4•"

    4'-

    0"

    1'-2"

    4"

    EDGE OF PLATFORM

    8'-6"

    5'-4"2'-0"

    8'-6"

    5'-4"2'-0"

    YELLOW STRIPE

    4" WIDE

    1" WIDE CONTRAST STRIPE

    CONCRETE SLAB

    CONTRAST STRIPE

    1" WIDE BLACK

    YELLOW STRIPE

    4•" WIDE

    YELLOW STRIPE

    4" WIDE

    CONTRAST STRIPE

    1" WIDE BLACK

    FACILITIES)

    TITLE 24 TRANSPORTATION

    CALIFORNIA BUILDING CODE,

    PANEL SHALL COMPLY WITH

    (DETECTABLE WARNINGPANEL

    YELLOW DETECTABLE WARNING

    FACILITIES)

    TITLE 24 TRANSPORTATION

    CALIFORNIA BUILDING CODE,

    PANEL SHALL COMPLY WITH

    (DETECTABLE WARNINGPANEL

    YELLOW DETECTABLE WARNING

    PANEL END

    DETECTABLE WARNING

    STRIPE)

    OVER 4•" WIDE YELLOW

    (BLOCK LETTERS PAINTED

    SPACING: 30 FT. ON CENTER

    COLOR: BLACK

    PER ES1212

    4" HIGH BLOCK LETTERS,

    SPACING: 30 FT. ON CENTER

    (WHITE OR YELLOW) SHOULD BE USED.)

    A CONTRASTING COLOR

    (NOTE: IF PLATFORM SURFACE IS DARK,

    COLOR: BLACK

    PER ES1212

    4" HIGH BLOCK LETTERS

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:47:15 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3203-01_revC.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    OF TRACK

    PL

    EA

    SE W

    AIT B

    EHIN

    D Y

    EL

    LO

    W LIN

    E

    C

    AA

    C 1 OF 2

    1" = 1'-0"

    320304/16/01A. CARLOS

    NOTE:

    AT PLATFORM EDGE

    DETECTABLE WARNING PANEL

    PL

    EA

    SE W

    AIT B

    EHIN

    D Y

    EL

    LO

    W LIN

    E

    OF TRACKC

    A A

    FOR ADDITIONAL INFORMATION AND DETAILSSEE SCRRA STANDARD DRAWING ES3203-02

    ES3203-01

    ACA 05-31-13 REVISED CONTRAST STRIPE NDP

    ACB 07-24-13 NDPADD ALTERNATE STRIPING, DETAILS MOVED TO SHEET 02

    PLAN

    ALTERNATE - A

    STATIONS WITH SCRRA APPROVAL

    FOR JOINT AMTRAK - METROLINK

    AND MARKING DETAILSDETECTABLE WARNING TILE

    SCALE: •" = 1'-0"

    ACC 10-07-16 NDPADD ALTERNATE STRIPING, DETAILS MOVED TO SHEET 02

    SECTION A-ADETECTABLE WARNING PANEL

  • 5'-4"

    8"

    „"

    •"

    „"

    ‚"

    „"

    „"

    „" EXPANSION JOINT

    0.9"

    0.45"

    0.2

    0"

    PLATFORM

    EDGE OF

    (APPROX.)

    1.67"

    SLAB

    CONCRETE

    JOINT FILLER

    EXPANSION

    BACKER ROD

    SEALANT WITH

    BACKER ROD

    SEALANT WITH

    WARNING

    DETECTABLE

    WARNING

    DETECTABLE

    WARNING

    DETECTABLE

    WARNING

    DETECTABLE

    WARNING

    DETECTABLE

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 7:39:58 AM11/15/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3203-02_revA.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    TOP OF PLATFORMSLOPE 1°

    OF TRACK

    ELEVATION

    PLATFORM

    CONCRETE

    PLATFORM

    CONCRETE

    PLATFORM

    CONCRETE

    PLATFORM

    CONCRETE

    C

    TRUNCATED DOMERAISED

    TOP OF RAIL

    BASE DIA

    TOP DIA

    SCALE: NONESCALE: NONE

    CENTER SPACING

    2.35" CENTER TO

    IN A STAGGERED PATTERNRAISED, TRUNCATED DOMES

    A 2 OF 2

    1" = 1'-0"

    320307/24/13A. CARLOS

    ACA

    ES3203-02

    AND MARKING DETAILSDETECTABLE WARNING TILE

    PANEL JOINTS

    DETECTABLE WARNING

    AT EXPANSION JOINTS

    DETECTABLE WARNING PANEL

    PANEL END

    DETECTABLE WARNING

    AT PLATFORM EDGE

    DETECTABLE WARNING PANEL

    10-07-16 REVISED DETAIL LABELS NDP

  • 1

    2

    3

    4

    5

    6

    7

    8

    9

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 9:14:20 AM4/24/2013 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3301-01_revA.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    SHEET INDEX

    DESCRIPTIONPAGE

    LOCATION PLANS

    DESIGN DRAWINGS

    GENERAL NOTES

    ALL TYPESETTING SHALL BE PROVIDED BY SIGN CONTRACTOR.

    LETTER SPACING TO BE "NORMAL" SPACING FOR ALL SIGNS EXCEPT AS SPECIFIED

    PATTERNS FOR APPROVAL PRIOR TO FABRICATION.

    ALL INSTALLATION LOCATIONS & CONDITIONS SHALL BE FIELD VERIFIED PRIOR

    TO FABRICATION.

    ALL SIGNS SHALL BE INSTALLED AS PER EXISTING/CURRENT CODE REQUIREMENTS

    FOR SAFE & SECURE MOUNTING.

    SIGN CONTRACTOR SHALL COORDINATE ALL SIGN INSTALLATIONS WITH METROLINK.

    SIGN CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ALL MATERIAL DETAILS &

    SPECIFIC INSTRUCTIONS.

    SIGN CONTRACTOR SHALL PROVIDE ALL ENGINEERING OF SIGN & GRAPHIC ITEMS

    INCLUDING, BUT NOT LIMITED TO, INTERNAL STRUCTURE, ELECTRICAL & MECHANICAL

    PARTS, CONCRETE FOOTINGS & APPLICABLE CODES & REGULATIONS. SHOP DRAWINGS

    SHALL CARRY THE ENGINEER’S STAMP & BE SIGNED BY A CALIFORNIA REGISTERED

    CIVIL ENGINEER.

    SIGN CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL SIGNS.

    ALL ATTACHMENT DETAILS SHALL BE SHOWN ON SHOP DRAWINGS & DRAWINGS SHALL

    ALL EXPOSED SIGN SURFACES, ATTACHMENTS, EDGES & SEAMS SHALL BE PAINTED OR

    PORCELAINIZED AS NOTED TO PREVENT RUST.

    NO SIGN SHALL BE INSTALLED WITHIN THE PUBLIC UTILITIES COMMISSION CLEARANCE

    ENVELOPE. POST, POLES AND SIGNS MUST HAVE A MINIMUM CLEARANCE OF 8’-6" TO

    CENTER OF TANGENT TRACK.

    ES3303-03

    ES3303-02

    ES3303-01

    ES3302-02

    ES3302-01

    ES3301-02

    ES3301-01

    STATION SIGN MENU

    STATION SIGN MENU

    GRAPHIC STANDARDS

    SHEET INDEX AND GENERAL NOTES

    SIDE PLATFORM - TYPICAL SIGN LOCATION PLAN

    SIDE PLATFORM - TYPICAL SIGN LOCATION PLAN

    STATION SITE - TYPICAL SIGN LOCATION PLAN

    ACA

    04/01/09

    3301

    1 OF 2A

    NTS

    ES3301-01

    SHEET INDEX AND GENERAL NOTES

    A. CARLOS

    OTHERWISE. SIGN CONTRACTOR SHALL PROVIDE SCRRA WITH TYPICAL SPACING

    BE SUBMITTED TO SCRRA FOR APPROVAL PRIOR TO FABRICATION.

    SIGN TYPE 41: PASSENGER INFORMATION TELEPHONE

    CENTER PLATFORM - LOCOMOTIVE POSITION MARKER PLAN

    SIDE PLATFORMS - LOCOMOTIVE POSITION MARKER PLAN

    SIDE PLATFORMS - LOCOMOTIVE POSITION MARKER PLAN

    SIDE PLATFORM - TYPICAL SIGN LOCATION PLAN

    SIGN TYPE 30.1: NEW TRAIN POSITION MARKER SIGN

    SIGN TYPE 30: TRAIN POSITION MARKER SIGN

    SIGN TYPE 28.1: DISPLAY CASE - POST MOUNTED (SINGLE-SIDED)

    SIGN TYPE 28: DISPLAY CASE - WALL OR POST MOUNTED

    SIGN TYPE 27: A.D.A STATION IDENTIFICATION SIGN AT TRACK

    SIGN TYPE 26: MAP/INFORMATION KIOSK FREESTANDING

    SIGN TYPE 25: A.D.A STATION IDENTIFICATION SIGN (BRAILLE)

    SIGN TYPE 24: PEDESTRIAN RESTRICTIVE/INFORMATION SIGN

    SIGN TYPE 23: ACCESSIBILITY SIGN

    SIGN TYPE 22: CPUC RAILROAD CROSSING SIGN - POST MOUNTED

    SIGN TYPE 21: STATION IDENTIFICATION SIGN - LARGE

    SIGN TYPE 20: STATION IDENTIFICATION SIGN - SMALL

    SIGN TYPE 16: PEDESTRIAN DIRECTIONAL LOOK SIGN - POST MOUNTED

    SIGN TYPE 15: PEDESTRIAN DIRECTIONAL SIGN - GATE MOUNTED

    SIGN TYPE 14: PEDESTRIAN CROSSING - WARNING SIGN

    SIGN TYPE 13: ELEVATOR IDENTIFICATION SIGN - FLAG MOUNTED

    SIGN TYPE 12: ELEVATOR DIRECTIONAL SIGN - POLE MOUNTED

    SIGN TYPE 11: TRACK DIRECTIONAL SIGN - POLE MOUNTED

    SIGN TYPE 7: ACCESSIBLE PARKING INFORMATION SIGN

    SIGN TYPE 6: ACCESSIBLE PARKING - IDENTIFICATION SIGN

    SIGN TYPE 5: PARKING RESTRICTIVE SIGN - POLE MOUNTED

    SIGN TYPE 4: TRAILBLAZER DIRECTIONAL

    SIGN TYPE 3: INFORMATION/RESTRICTIVE - EXIT SIGN INSTALLATION DETAILS

    SIGN TYPE 3: INFORMATION/RESTRICTIVE - ATTACHMENT DETAILS

    SIGN TYPE 3: INFORMATION/RESTRICTIVE - MOUNTING CONDITIONS

    SIGN TYPE 3: INFORMATION/RESTRICTIVE - COPY LAYOUTS

    SIGN TYPE 2: VEHICULAR DIRECTIONAL - FREESTANDING SIGN

    SIGN TYPE 1: PRIMARY IDENTIFICATION MONUMENT SIGN

    ES3332

    ES3330-06

    ES3330-05

    ES3330-04

    ES3330-03

    ES3330-02

    ES3330-01

    ES3328-02

    ES3328-01

    ES3327

    ES3326

    ES3325

    ES3324

    ES3323

    ES3322

    ES3321

    ES3320

    ES3319

    ES3318

    ES3317

    ES3316

    ES3315

    ES3314

    ES3311

    ES3310

    ES3309

    ES3308

    ES3307-04

    ES3307-03

    ES3307-02

    ES3307-01

    ES3306

    ES3305

    03-22-13 REVISE SHEET INDEX NDP

  • COLOR: COOL GRAY

    BACKGROUND: WHITE

    COLOR: BLACK

    COLOR: COOL GRAY

    COLOR: TEAL

    COPY COLOR: WHITE

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:30 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3301-02_revA.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    PROJECT COLORS

    PROJECT SYMBOLS

    PROJECT LOGO

    NOTE: DIGITAL FILES OF METROLINK LOGOTYPE TO BE PROVIDED BY SCRRA

    PROJECT TYPOGRAPHY

    BLACK

    PMS BLACK

    WHITE

    TYPICAL BRIGHT WHITE

    TEAL

    PMS 323

    ACCESS BLUE

    PMS 801

    RED

    PMS 193

    YELLOW

    PMS 116

    GREEN

    PMS 355

    PRIMARY SECONDARY WARNING & TRACKS

    CROSSING

    2. P.U.C. RAIL 4. NO PARKING 5. NO SMOKING 6. TRAIN

    7. PARKING 8. ACCESSIBILITY 9. TELEPHONE 10. RESTROOMS 11. BUS 12. TAXI

    PMS 542

    BLUE

    ARROW

    1. PROJECT

    ENTER

    3. DO NOT

    PARKING

    13. BICYCLE

    PARKING

    14. MOTORCYCLE

    TRACKS

    15. DO NOT CROSS

    AACA

    A. CARLOS 04/01/09

    3301

    NTS

    2 OF 2

    ES3301-02

    GRAPHIC STANDARDS03-20-17 REVISED LOGO AND COLORS DJM

    ABCDEFGHIJKLMNOPQRSTUVWXYZ

    abcdefghijklmnopqrstuvwxyz

    0123456789

    ABCDEFGHIJKLMNOPQRSTUVWXYZ

    abcdefghijklmnopqrstuvwxyz

    0123456789

    BERTOLD AKZIDENZ GROTESK SUPER

    BERTOLD AKZIDENZ GROTESK MEDIUM

    GRAY

    PMS COOL GRAY 10C

    SEA GREEN

    PMS 318

    ORANGE

    PMS 1665C

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:24:55 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3302-01.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    SIGN TYPE 1

    PRIMARY IDENTIFICATION SIGN -

    MONUMENT

    SIGN TYPE 2

    VEHICULAR DIRECTIONAL SIGN -

    FREESTANDING

    SIGN TYPE 3

    INFORMATION/ RESTRICTIVE SIGN

    SIGN TYPE 4

    TRAILBLAZER DIRECTIONAL SIGN

    SIGN TYPE 5

    PARKING RESTRICTIVE SIGN -

    POLE MOUNTED

    SIGN TYPE 11

    TRACK DIRECTIONAL SIGN

    SIGN TYPE 12

    ELEVATOR DIRECTIONAL SIGN

    SIGN TYPE 13

    ELEVATOR IDENTIFICATION SIGN -

    FLAG MOUNTED

    SIGN TYPE 20

    STATION IDENTIFICATION SIGN - SMALL

    POLE MOUNTED

    SIGN TYPE 16

    PEDESTRIAN DIRECTIONAL SIGN -

    POLE MOUNTED

    SIGN TYPE 21

    STATION IDENTIFICATION SIGN - LARGE

    POLE MOUNTED

    SIGN TYPE 6

    ACCESSIBLE PARKING

    IDENTIFICATION SIGN

    SIGN TYPE 7

    ACCESSIBLE PARKING INFORMATION SIGN

    SIGN TYPE 23

    ACCESSIBILITY SIGN

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3302

    NTS

    1 OF 2

    ES3302-01

    STATION SIGN MENU

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:24:56 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3302-02.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    SIGN TYPE 26

    MAP/ INFO KIOSK

    FREESTANDING

    SIGN TYPE 27

    ADA STATION IDENTIFICATION SIGN

    AT TRACK

    SIGN TYPE 28

    DISPLAY CASE

    SIGN TYPE 30

    POSITION MARKER &

    TRACK IDENTIFICATION SIGN

    SIGN TYPE 30.1

    LOCOMOTIVE POSITION MARKER

    SIGN TYPE 24

    PEDESTRIAN RESTRICTIVE/

    INFORMATION SIGN

    SIGN TYPE 25

    A.D.A. STATION

    IDENTIFICATION SIGN

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3302

    NTS

    2 OF 2

    ES3302-02

    STATION SIGN MENU

    SIGN TYPE 41

    PASSENGER INFORMATION TELEPHONE

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:24:57 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3303-01.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    PARKING LOT

    BUS STOP

    PRIMARY

    ENTRANCE

    PLATFORM

    TRACK

    ST

    RE

    ET

    ACCESSIBLE

    PARKING

    SIGNS

    VEHICULAR

    DIRECTIONAL

    SIGN

    SITE

    IDENTIFICATION

    MONUMENT

    ACCESSIBLE PARKING

    RESTRICTIVE

    NO PARKING

    LOADING ZONE

    SIGNS

    METROLINK

    PARKING RESTRICTIVE

    SIGN

    MAP

    INFORMATION

    KIOSK

    6-1

    26-1

    3-1

    7-1

    1-1

    2-1

    5-1

    NOT FOR CONSTRUCTION

    NOTE:

    THIS REPRESENTS A TYPICAL METROLINK STATION

    AND IS SHOWN FOR REFERENCE ONLY.

    ACTUAL STATIONS MAY VARY FROM THIS PLAN.

    PLAN

    SCALE: NTS

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3303

    NTS

    1 OF 3

    ES3303-01

    TYPICAL SIGN LOCATION PLAN

    STATION SITE

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:24:58 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3303-02.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    PLAN

    SCALE: NTS

    TRACK

    FENCE

    TRACK

    PLATFORM

    PLATFORM

    "DO NOT ENTER"

    SIGN

    24-1

    21-1

    24-2

    21-1

    24-4

    21-1

    24-2

    21-1

    24-2

    21-1

    24-4

    21-1

    24-2

    23-1

    25-1

    23-1

    25-1

    "PLEASE

    PURCHASE

    TICKET"

    SIGN

    "PLEASE

    PURCHASE

    TICKET"

    SIGN

    21-1

    24-4

    "NO BICYCLING"

    SIGN

    21-1

    24-4

    24-1

    24-1

    24-1

    24-1

    "DO NOT ENTER"

    SIGN

    "NO BICYCLING"

    SIGN

    24-1

    24-1

    "DO NOT ENTER"

    SIGN

    23-1

    25-1

    25-1

    25-1

    23-1

    ADA STATION

    IDENTIFICATION

    SIGN

    ACCESSIBLE RAMP

    IDENTIFICATION

    SIGN

    STATION IDENTIFICATION

    SIGN25-1

    24-1

    "DO NOT ENTER"

    SIGN

    NOT FOR CONSTRUCTION

    NOTE:

    THIS REPRESENTS A TYPICAL METROLINK STATION

    AND IS SHOWN FOR REFERENCE ONLY.

    ACTUAL STATIONS MAY VARY FROM THIS PLAN.

    ST

    ATIO

    N E

    NT

    RA

    NC

    E

    ST

    ATIO

    N E

    NT

    RA

    NC

    E

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3303

    NTS

    2 OF 3

    ES3303-02

    TYPICAL SIGN LOCATION PLAN

    SIDE PLATFORM

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:24:58 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3303-03.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    PLAN

    SCALE: NTS

    TRACK

    FENCE

    PLATFORM

    21-1

    24-4

    21-1

    24-2

    21-1

    24-4

    21-1

    24-2

    27-1

    24-1

    24-1

    27-1

    24-1

    25-1

    ADA STATION

    IDENTIFICATION

    SIGN

    ACCESSIBLE

    RAMP

    IDENTIFICATION

    SIGN

    IDENTIFICATION DECAL

    APPLIED TO

    TICKET VALIDATOR

    STATION IDENTIFICATION SIGN23-1

    31-1

    25-1

    24-1

    NOT FOR CONSTRUCTION

    NOTE:

    THIS REPRESENTS A TYPICAL METROLINK STATION

    AND IS SHOWN FOR REFERENCE ONLY.

    ACTUAL STATIONS MAY VARY FROM THIS PLAN.

    ST

    ATIO

    N E

    NT

    RA

    NC

    E

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3303

    NTS

    3 OF 3

    ES3303-03

    TYPICAL SIGN LOCATION PLAN

    SIDE PLATFORM

  • 3"

    TOP COLOR: WHITE

    SIGN CABINET

    SMOOTH AND PAINTED COLOR: WHITE

    TOP OF POST TO BE FINISHED

    1'-0"

    C

    CC

    9'-1"

    1'-0" 8'-0" 1'-0"•" •"

    1'-

    8"

    4"

    5"

    5"2•

    "1ƒ

    "

    3"

    2‚

    4" 1ƒ"

    4"

    10•

    "

    10•" 4"

    3"

    ENAMEL PANEL

    PAN STYLE PORCELAIN

    DOUBLE-FACED 2-PARTALUMINUM POST

    1'-0" DIA.

    STEEL REVEAL

    GRADE PLYWOOD PANELS TO PREVENT OIL-CANNING

    INTERNAL STRUCTURE AS REQ'D. INSERT MARINE

    ELECTRICAL CONDUIT

    COPY COLOR: WHITE

    LOGO COLOR: WHITE

    BACKGROUND COLOR: TEAL

    COLOR: WHITE

    ALUMINUM POST

    REVEAL COLOR: GRAY

    FABRICATED ALUMINUM

    DEPTH AS REQUIRED

    CONCRETE FOOTING TO

    LINE COLOR: WHITE

    BAR COLOR: ORANGE

    •"

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:31 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3305_revB.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    BACA

    A. CARLOS 04/01/09

    3305

    1 OF 1

    ES3305

    B A

    C

    E

    D

    05/01/12 REVISED DETAIL "A" AND "D" NDP SIGN TYPE I

    PRIMARY IDENTIFICATION MONUMENT SIGN

    City Name/

    City Name Station

    12345

    City Name/

    12345

    ƒ"

    RE

    VE

    AL

    ƒ"

    RE

    VE

    AL

    &

    PO

    ST

    S

    OF

    PA

    NE

    L

    SIGN TYPE 1

    PRIMARY IDENTIFICATION SIGN - MONUMENT

    SIGN CONTRACTOR SHALL ENGINEER FABRICATION & INSTALLATION 1.

    OF SIGN STRUCTURE TO SATISFY ALL LOCAL CODES & WIND LOAD FACTORS.

    SIGN PANEL TO BE PORCELAIN ENAMEL W/ SMOOTH-FINISHED EDGES & SEAMS; 2.

    MARINE GRADE PLYWOOD-FILLED INTERIOR.

    ALL FASTENERS SHALL BE PLATED FASTENERS & SHALL BE PAINTED 3.

    TO MATCH SIGN FACE.

    NOTES:

    PLAN SECTION

    1 LINE/DOUBLE-FACED

    ELEVATION

    PLAN

    2 LINE/DOUBLE-FACED

    ELEVATION

    SIDE VIEW

    COLOR #1: COOL GRAY

    COLOR #2: BLACK

    COLOR #3: TEAL

    COLOR #1: COOL GRAY

    SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: •" = 1'-0"

    NOT TO SCALE

    NOT TO SCALE

    SCALE: 1" = 1'-0"

    AS NOTED

    ACB 03/21/17 DJMREVISED DETAILS A, B, C AND D

  • C

    CC

    3"

    TOP COLOR: WHITE

    SIGN CABINET

    SMOOTH AND PAINTED COLOR: WHITE

    TOP OF POST TO BE FINISHED

    3'-5"

    4" 3'-0" 4"•" •"

    BACKGROUND COLOR: TEAL

    REVEAL COLOR: GRAY

    FABRICATED ALUMINUM

    DEPTH AS REQUIRED

    CONCRETE FOOTING TO

    2'-

    6"

    4'-

    0"

    4" DIA. POSTS

    ES3301-02

    LOGO COLORS PER

    COLOR: WHITE

    PAINTED STEEL POST

    3"4‚" 3"

    3"

    11•

    "6ƒ

    "

    2‡"

    5"

    5"

    COLOR: ORANGE

    COPY COLOR: WHITE

    GRAPHIC COLOR: BLACK

    5" DIA. GRAPHIC

    COPY COLOR: WHITE

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:32 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3306_revA.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    AACA

    A. CARLOS 04/01/09

    3306

    1 OF 1

    ES3306SIGN TYPE 2

    FREESTANDING SIGNVEHICULAR DIRECTIONAL

    B A

    C

    D

    &

    PO

    ST

    S

    OF

    PA

    NE

    L

    SIGN CONTRACTOR SHALL ENGINEER FABRICATION & INSTALLATION 1.

    OF SIGN STRUCTURE TO SATISFY ALL LOCAL CODES & WIND LOAD FACTORS.

    SIGN PANEL TO BE PORCELAIN ENAMEL W/ SMOOTH-FINISHED EDGES & SEAMS; 2.

    MARINE GRADE PLYWOOD-FILLED INTERIOR.

    ALL FASTENERS SHALL BE PLATED FASTENERS & SHALL BE PAINTED 3.

    TO MATCH SIGN FACE.

    NOTES:

    PLAN SECTION

    PLAN

    SIDE VIEW

    SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"NOT TO SCALE

    SCALE: 1•" = 1'-0"ƒ"

    RE

    VE

    AL

    ƒ"

    RE

    VE

    AL

    ELEVATION DOUBLE-FACED

    4-1/2" (5" O.D.)

    STEEL POST DOUBLE-FACED 2-PART

    PAN STYLE PORCELAIN

    ENAMEL PANEL

    INTERNAL STRUCTURE AS REQ'D.INSERT MARINE GRADE PLYWOOD

    PANELS TO PREVENT OIL-CANNING.REVEAL

    STEEL

    SIGN TYPE 2

    VEHICULAR DIRECTIONAL SIGN - FREESTYLE

    03-21-17 REVISED SIGN DETAILS DJM

    AS NOTED

    Parking

  • 1'-0"

    C

    1'-

    6"

    "21

    2"

    211

    "21

    7

    PANEL COLOR: TEAL

    (TYPICAL)R = •"

    COLOR: WHITEBOTH SIDESOR PAINTED ONCOPY SILKSCREENED

    "21

    1

    "43

    "83

    11"

    "83

    41"

    "21

    1"

    43"

    211

    1"

    "43

    32"

    "43

    "21

    1

    "41

    4"21

    1 "21

    1

    "43

    "21

    11"

    "83

    4"

    432

    "21

    31"

    5"

    1"

    "21

    1

    1"

    "21

    1

    "21

    1 1"

    1"

    3"

    "43

    11"

    COLOR: WHITECOPY & SYMBOL

    THIS SIGN ONLYBACKGROUND COLOR: RED

    "43

    2

    1"

    1"

    "2

    1

    "871

    "41

    1

    (TYP)COLOR: ORANGE

    "87

    3"87

    3

    ES3301-02LOGO COLORS PER

    3"

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:32 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3307-01_revA.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    A

    B

    AACA

    A. CARLOS 04/01/09

    3307

    NTS

    1 OF 4

    ES3307-01SIGN TYPE 3

    COPY LAYOUTS

    INFORMATION / RESTRICTIVE

    (TYPICAL)

    & COPYOF PANEL

    ARE TO BE DOUBLE FACEDALL TRACK NUMBER SIGNS

    NOTE:

    SIGN TYPE 3

    INFORMATION / DIRECTIONAL SIGN

    1COPY LAYOUTS TRACK ID SIGN

    (SEE ES3307-03 FOR INSTALLATION)

    COPY LAYOUTS

    6DIRECTIONAL SIGN

    (4 COPY LINES)5

    DIRECTIONAL SIGN

    (3 COPY LINES)4

    DIRECTIONAL SIGN

    (2 COPY LINES)3

    EXIT SIGN

    (SEE ES3307-04 FOR INSTALLATION)2

    RESTRICTIVE SIGN

    NOTES:

    DIMENSIONS & NOTES TYPICAL EXCEPT AS NOTED.1.

    CONTINUE PAINT COLOR USED ON FRONT SURFACE OF SIGNS TO SIDES. PAINT BACK OF PANEL SOLID WITH DOMINANT COLOR.2.

    SEAL SIGNS WITH TRANSPARENT ANTI-GRAFFITI FILM. 3.

    SIGN TYPE 3 NUMBERS CHART

    3-01 THRU 3-19 3-20 THRU 3-29 3-30 THRU 3-39

    TRACK NUMBER /

    IDENTIFICATION SIGNS

    DIRECTIONAL SIGNSREGULATORY SIGNS

    03-22-17 REVISED SIGNS DETAILS DJM

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:25:02 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3307-02.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ELEVATIONS / MOUNTING CONDITIONSA

    WALL MOUNT1 LIGHT POLE MOUNT

    (DIRECTIONAL SIGN)

    2 LIGHT POLE MOUNT

    (TRACK IDENTIFICATION SIGN)

    3 FENCE MOUNT4

    POST MOUNT

    (RESTRICTIVE SIGN)

    5 POST MOUNT

    (RESTRICTIVE SIGN)

    6 FLAG MOUNT - TALL

    (EXIT SIGN)

    7 FLAG MOUNT - SHORT

    (EXIT SIGN)

    8

    C/L OF POST &

    SIGN PANEL

    SIGN PANEL

    (SEE ATTACHMENT

    SIGN PANEL

    (SEE ATTACHMENT

    2" SQ.

    PAINTED

    STEEL POST

    COLOR: WHITE

    C/L OF

    SIGN PANEL

    C/L OF LIGHT

    STANDARD / POLE

    & SIGN PANEL

    SIGN PANEL

    SIGN PANEL

    FENCE

    SIGN

    PANEL

    (SEE ATTACHMENT

    SIGN PANEL

    (TOP OF SIGN

    TO ALIGN W/

    TOP OF FENCE)

    PAINTED

    TOP PLATE

    COLOR: WHITE

    PAINTED TOP PLATE

    COLOR: WHITE

    PAINTED TOP PLATE

    COLOR: WHITE

    3’-8" +/-

    VARIES

    1"

    SIGN PANEL

    FLAG MOUNTED TO POST

    (SEE ATTACHMENT DETAILS

    NOTE: SIGNS TO POINT AWAY

    RIGHT-OF-WAY CLEARANCE

    60"

    6’-8"

    (80")

    6’-8"

    (80")

    6’-8"

    (80")

    6’-8"

    (80")

    2" SQ.

    PAINTED STEEL POST

    COLOR: WHITE

    SIGN PANEL

    FLAG MOUNTED

    TO POLE

    (SEE ATTACHMENT WALL

    FROM TRACKS TO MAINTAIN

    DETAIL 3 ES3307-03)

    DETAIL 7 ES3307-03)

    2, 3 ES3307-03)

    DETAILS 9, 10, 11 ES3307-03)

    DETAIL 3 ES3307-03)

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3307

    NTS

    2 OF 4

    ES3307-02SIGN TYPE 3

    DETAILS

    INFORMATION / RESTRICTIVE SIGN

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:32 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3307-03_revA.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    AACA

    A. CARLOS 04/01/09

    3307

    NTS

    3 OF 4

    ES3307-03SIGN TYPE 3

    ATTACHMENT DETAILS

    INFORMATION / RESTRICTIVE SIGN

    1

    2 3 4

    65

    8

    7

    11109

    ATTACHMENT DETAILSA

    H4-D-007 STRAP ON

    L-MOUNT BRACKET

    STAINLESS STEEL

    AS MANUFACTURED

    BY WESTERN HIGHWAYS

    OR APPROVED EQUAL

    TAMPER

    PROOF

    FASTENER

    SIGN PANEL

    MOUNTS TO BACK

    SIDE OF BRACKET

    TAMPER PROOF

    FASTENERS

    SIGN PANEL

    PAINTED GRAY

    FABRICATED STEEL BRACKET

    1/8" THICK PAINTED ALUMINUM

    BACK PANEL MECHANICALLY

    ATTACHED TO POST WITH

    FLUSH-HEAD SCREWS AS REQ'D.

    ATTACHED TO BACK PANEL W/ 3M VHB TAPE

    1/8" THICK PAINTED ALUM. SIGN PANEL

    AROUND PERIMETER & SILICONE ADHESIVE

    AS REQ'D. FOR SAFE & SECURE MOUNTING.

    APPLY QUALITY PRIMARY TO ALL PAINTED

    SURFACES TO PREVENT ELECTROLYSIS.

    TYPICAL, ALL SIGNS.

    TAMPERPROOF FASTENERS

    BACK PANEL - SAME SIZE AS SIGN PANEL

    FENCE/ GATE

    FLUSH-HEAD SCREWS AS REQUIRED

    SIGN PANELCOLOR: WHITE

    PAINTED STEEL BRACKET

    LIGHT STANDARD/ POLE

    SILICONE

    METAL WITH D/F TAPE &

    SIGN PANEL ATTACHED TO

    METAL SURFACE

    INFORMATION / DIRECTIONAL SIGN

    ROUND

    POLE

    FASTENER

    HARDSCAPE

    EXISTING

    HOLE

    INTO CORED

    POURED

    CONCRETE

    SIGN POST

    AS REQUIRED

    FOOTING TO DEPTH

    CONCRETE

    SIGN POST

    HARDSCAPE

    EXISTING

    CONCRETE ANCHORS

    TAMPER PROOF

    COLOR: WHITE

    FLANGE, WELDED TO POST

    PAINTED STEEL

    SIGN POST

    FLUSH-HEAD CONCRETE ANCHOR

    DEPTH AS REQUIRED

    EXISTING MASONRY WALL

    1/8" PAINTED ALUMINUM

    BACK PLATE

    SIGN PANEL ATTACHED TO

    BACK PLATE WITH VHB TAPE

    WALL MOUNT TO MASONRY HARDSCAPE MOUNTING CONDITION

    WITH FLANGE

    LANDSCAPE MOUNTING

    CONDITION

    HARDSCAPE MOUNTING CONDITION

    CORE AND DRILL

    WALL MOUNT TO METAL POLE MOUNT ON EXISTING POLE FENCE MOUNT

    FLAG MOUNT TO SQUARE POST FLAG MOUNT TO SQUARE STEEL POST SQUARE POST MOUNT

    FLAG MOUNT TO ROUND POLE

    SIGN TYPE 3 - TRACK IDENTIFICATION

    LIGHT STANDARD / POLE

    SIGN PANEL BACK

    STAINLESS

    STEEL STRAP

    ST. STL. STRAPS

    @ ROUND POLES

    (SEE B ES3307-01)

    ST. STL. BRACKETS

    @ SQ. POSTS

    (SEE B9 ES3307-02)

    POLE/POST

    COLOR: WHITE

    SIGN FACE

    STEEL POST

    SQUARE POST

    SIGN

    PANELAPPLICATIONS ONLY

    FOR SQUARE POST

    OR APPROVED EQUAL

    (AMERICAN SIGN BRACKETS)

    WING BRACKET #11-11F

    SIGN PANEL

    SQUARE POST

    STAINLESS

    STEEL STRAP

    ATTACHMENT SCREWS,

    QTY. AS REQ'D.

    03-22-17 REVISED DETAIL "1" DJM

  • DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:25:04 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3307-04.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    INFORMATION / DIRECTIONAL SIGN

    SIGN TYPE 3 - EXIT SIGN

    VERSION OF SIGN WITH SIGN PANEL POINTING

    PLATFORM EDGE

    EXISTING FENCE BEHIND SIGN

    2" SQ. PAINTED STL. POST

    COLOR: WHITE

    FLAG MOUNT - TALL (EXIT SIGN)

    A

    CLEARANCE

    1

    AWAY FROM TRACK. (SEE A)

    WHERE DISTANCE FROM CENTERLINE OF TRACK2.

    TO FENCE IS 10’-2" OR GREATER, INSTALL SHORT

    VERSION OF SIGN WITH SIGN PANEL POINTING

    TOWARD TRACK. (SEE B)

    MINIMUM

    DISTANCE

    FROM FENCE

    PLATFORM

    EDGE

    POST &

    SIGN PANEL

    EXISTING FENCE

    WHERE FENCE IS LOCATED LESS THAN 10’-2"1.

    FROM CENTERLINE OF TRACK, INSTALL TALL 8’-6"

    PLATFORM EDGE

    2" SQ PAINTED STL. POST

    CLEARANCE

    2 PLAN

    EDGE

    PLATFORM

    MINIMUM

    FROM FENCE

    POST &

    SIGN PANEL

    EXISTING FENCE

    EXISTING FENCE

    SIGN PANEL

    PEDESTRIAN WALKWAY

    FLAG MOUNT - SHORT (EXIT SIGN)

    SEE NOTE 3

    C/L OF TRACK

    B

    1

    SIGN PANEL

    8’-6"

    DISTANCE

    COLOR: WHITE

    2 PLAN

    C/L OF TRACK

    C/L OF TRACK

    6’-8"

    C/L OF TRACK

    ELEVATIONELEVATION

    8’-6" CLEARANCE 8’-6" CLEARANCE

    SEE NOTE 3

    SEE NOTE 4, ES2102.3.

    NOTES:

    -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3307

    NTS

    4 OF 4

    ES3307-04SIGN TYPE 3

    EXIT SIGN INSTALLATION DETAILS

    INFORMATION / RESTRICTIVE SIGN

  • 3'-0"

    3'-

    0"

    C

    5"

    10"

    10"

    "8

    52

    2"

    2"

    PAINT TO MATCH PANEL

    LAG BOLTS AS REQUIRED

    PANEL COLOR: TEAL

    LOGO COLOR: WHITE

    REFELCTIVE VINYL DIE CUT

    ES3301-02

    LOGO COLORS PER

    6" x 6" WOOD POST

    HEAD TO MATCH PANEL FACE

    LAG BOLT AS REQUIRED, PAINT

    STRAP

    STAINLESS STEELEXISTING LIGHT STANDARD

    IF REQUIRED FOR STABILITY

    ADD ALUMINUM "L" BRACKETS

    SIGN PANEL

    „" THICK ALUMINUM

    REQUIRED PAINTED WHITE

    ALUMINUM CHANNEL AS

    AS REQUIRED

    ATTACHMENT SCREWS

    PANEL

    SIGN

    POST

    WOOD

    6" x 6"

    SIGN PANEL

    8'-

    0"

    STANDARDS

    AS PER CALTRANS

    OR BREAK-AWAY POST

    6" x 6" WOOD POST

    VARY)

    (CONDITIONS

    POLE

    EXISTING

    SIGN FACE

    TO MAINTAIN VERTICAL

    SHIM AS REQUIRED

    AS REQUIRED

    CONCRETE FOOTING

    INSTALLER

    & APPLIED IN THE FIELD BY

    DIRECTION TO BE DETERMINED

    ARROW COLOR: ORANGE

    REFELCTIVE VINYL DIE CUT

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:33 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3308_revA.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    AACA

    A. CARLOS 04/01/09

    3308

    NTS

    1 OF 1

    ES3308

    SIGN TYPE 4

    TRAILBLAZER DIRECTIONAL SIGN

    LOGO

    PANEL, ARROW &

    PLAN SECTION - POST MOUNTED

    NOTES:

    CONTINUE PAINT COLOR USED ON FRONT SURFACE OF SIGNS AROUND EDGES.1.

    PAINT BACK SIGN PANEL TEAL.2.

    ALL FASTENERS SHALL BE PLATED AND PAINTED TO MATCH SURROUNDING COLOR.3.

    4. SEAL SIGN WITH TRANSPARENT ANTI-GRAFFITI FILM.

    SIGN TYPE 4

    TRAILBLAZER DIRECTIONAL SIGN

    (V

    ERIF

    Y

    WIT

    H

    CIT

    Y)

    PLAN SECTION - POLE MOUNTED

    ELEVATIONS COPY LAYOUT

    POST MOUNTED

    SIDE VIEW - FRONT VIEW -

    POST MOUNTED

    FRONT VIEW -

    POLE MOUNTED

    SIDE VIEW -

    POLE MOUNTED

    4-1

    D

    C

    B A

    1 2 3 4

    03-23-17 REVISED COPY LAYOUT "A" AND ELEVATIONS DJM

  • "2

    1"

    43

    "2

    11"

    1"

    2'-

    0"

    1'-5"

    1"

    2"

    ‡"

    1"

    2'-

    0"

    2"

    1'-5"

    1"

    ƒ"

    1"

    "8

    52"

    43

    1"

    ALIGN COPY

    BACKGROUND COLOR: TEAL

    R = •"

    COLOR: WHITE

    PAINTED COPY

    SILK SCREEN OR

    PRIOR TO FABRICATION

    VERIFY COPY W/ SCRRA

    ALIGN COPY

    BACKGROUND COLOR: TEAL

    COLOR: WHITE

    PAINTED COPY

    SILK SCREEN OR

    PRIOR TO FABRICATION

    VERIFY COPY W/ SCRRA

    R = •"

    (TYPICAL, ALL SIGNS)

    SURFACES TO PREVENT ELECTROLYSIS.

    APPLY QUALITY PRIMARY TO ALL PAINTED

    AS REQUIRED FOR SAFE & SECURE MOUNTING.

    TAPE AROUND PERIMETER & SILICONE ADHESIVE

    ATTACHED TO BACK PANEL WITH 3M VHB

    „" THICK PAINTED ALUMINUM SIGN PANEL

    REQUIRED

    FLUSH-HEAD SCREWS AS

    ATTACHED TO POST WITH

    BACK PANEL MECHANICALLY

    „" THICK PAINTED ALUMINUM

    BEFORE PAINTING COLOR: WHITE

    WELD TO POST AND GRIND SMOOTH

    „" PAINTED STEEL TOP PLATE,

    C

    SIGN PANEL

    COLOR: WHITE

    STEEL POST

    2" SQ. PAINTED

    1"

    6'-

    8"

    REQUIRED

    FOOTING AS

    CONCRETE

    1"

    LOGO COLOR PER ES3301-02

    LOGO COLOR PER ES3301-02

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

    UserName=> carlosa Date Plotted: 10:47:34 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3309_revA.dgn

    ENGINEERING STANDARDS

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING

    A

    D

    B

    AACA

    A. CARLOS 04/01/09

    3309

    NTS

    1 OF 1

    ES3309

    ALIGN

    C

    SIGN TYPE 5

    POLE MOUNTED

    PARKING RESTRICTIVE SIGN

    SIGN TYPE 5

    PARKING RESTRICTIVE SIGN - POLE MOUNTED

    ATTACHMENT DETAIL - PLAN SECTION

    BY CITY PRIOR TO FABRICATION.

    PHONE NUMBERS AND ADDRESS TO BE PROVIDED

    SEAL SIGN WITH TRANSPARENT ANTI-GRAFFITI FILM.

    TO MATCH SURROUNDING COLOR.

    ALL FASTENERS SHALL BE PLATED AND PAINTED

    PAINT BACK SIGN PANEL TEAL.

    OF SIGNS AROUND EDGES.

    CONTINUE PAINT COLOR USED ON FRONT SURFACE

    5.

    4.

    3.

    2.

    1.

    SIGN PANEL

    OF POST &

    7-1 5-1E

    5-1S

    ELEVATIONSCOPY LAYOUT 5-1E

    5-1SCOPY LAYOUT

    FRONT SIDE1 2

    NOTES:

    03-23-17 REVISED COPY LAYOUTS "A" & "C" DJM

  • 1"

    DIRECTOR OF ENGINEERING AND CONSTRUCTION

    ENGINEERING STANDARDS

    REVISION

    STANDARD

    SHEET

    SCALE:

    CADD FILE:

    ENG.DES.DATEREV. DESCRIPTION

    DRAWN BY: DATE:

    FOR NON-SCRRA APPROVED USES:

    ALL RIGHTS RESERVED.

    ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

    USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

    THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

    AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

    WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

    STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

    THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

    SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

    SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011

    UserName=> carlosa Date Plotted: 2:25:07 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3310.dgn

    ASSISTANT DIRECTOR: STANDARDS & DESIGN

    ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY -XXXXREVISIONXX-XX-XXX

    A. CARLOS

    3310

    NTS

    1 OF 1

    ES3310SIGN TYPE 6

    IDENTIFICATION SIGN

    ACCESSIBLE PARKING

    ACCESSIBILITY

    BACKGROUND COLOR:

    DISABLED ACCESS BLUE

    COPY & SYMBOL

    COLOR: WHITE REFLECTIVE

    OR APPROVED EQUAL

    SIGN NO. R99C

    WESTERN HIGHWAY

    BACKGROUND COLOR:

    DISABLED ACCESS BLUE

    COPY COLOR: WHITE

    OR APPROVED EQUAL

    SIGN NO. RFHVA

    WESTERN HIGHWAY

    OR APPROVED EQUAL

    SIGN NO. R99B

    WESTERN HIGHWAY

    SIGN TYPE 6

    ACCESSIBLE PARKING IDENTIFICATION SIGN

    NOTES:

    BELEVATIONS

    COPY LAYOUTS

    A

    C/L OF POST &

    SIGN PANEL

    2" SQ. PAINTED

    STEEL POST

    COLOR: WHITE

    SIGN PANELS

    1"

    6’-8"

    (80")

    6-1

    6-2

    1 FRONT 2 SIDEAS REQ’D.

    CONCRETE FOOTING

    ATTACHMENT DETAIL - PLAN SECTION

    C

    STEEL POST

    SIGN PANEL

    ATTACH SIGN TO POST WITH TAMPER PROOF BOLT

    PER WESTERN HIGHWAY STANDARD

    TYPICAL SIGN TYPES 6 & 7

    ACCESSIBLE PARKING ONLY SIGNS

    1" BELOW BOTTOM EDGE OF EXISTING

    NOTE: THIS SIGN ATTACHES TO POST

    1’-0"

    2’-0"

    8" 9"

    6-1

    6-2 6-3

    CALIFORNIA ACCESSIBILITY REGULATIONS CONTAINED IN TITLE 24, CALIFORNIA CODE OF RE