NOTE...NOTE: REVISION STANDARD SHEET SCALE: CADD FILE: REV. DATE DESCRIPTION DES. ENG. DRAWN BY:...

9
06/08/07 WWM WWF WT WRT WPF WP WB W/O W/ W WELDED WIRE MESH WELDED WIRE FABRIC WEIGHT WITH RESPECT TO WATERPROOF WORK POINT WESTBOUND WITHOUT WITH WEST DIM DIAG DIA DI DGAC DFX DET DEP DEL DIMENSION DIAGONAL DIAMETER DRAINAGE INLET CONCRETE DENSE GRADED ASPHALT DIRECT FIXATION DETAIL DEPTH DELINEATORS CY CWR CVR CULV CTR CT CSP CRV CP COORD CONT CONST CONN CONC COMM COL COC CO CNTR CND CMU CMP CLR CLK CL CJ CIP CG CF CEM CB CAP CALP CAB CUBIC YARDS CONTINUOUS WELDED RAIL COVER CULVERT CENTER COURT CORRUGATED STEEL PIPE CURVE CONTROL POINT COORDINATE CONTINUOUS CONSTRUCTION CONNECTION CONCRETE COMMUNICATIONS COLUMN CENTER ON CENTER CLEANOUT COUNTER CONDUIT CONCRETE MASONRY UNIT CORRUGATED METAL PIPE CLEAR CHAIN LINK CENTER LINE CONSTRUCTION JOINT CAST IN PLACE CENTER OF GRAVITY CUBIC FEET CEMENT CATCH BASIN CAPACITY CORRUGATED ALUMINUM PIPE CABINET BS BR BOW BOT BOC BM BLVD BLST BLDG BKF BK BEG BCR BBR BAA BOTTOM OF SLOPE BRIDGE BOTTOM OF WALL BOTTOM BOTTOM OF CURB BENCHMARK BOULEVARD BALLAST BUILDING BACKFILL BACK BEGIN BEGIN CURB RETURN BEGINNING OF BRIDGE BOARDING ASSISTANCE AREA AVM AVE ASPH AS ARCH APPROX ALT ALIGN AHD ADJ AD AC ABUT ABN ABM AB ADD VALUE MACHINE AVENUE ASPHALT AGGREGATE SUBBASE ARCHITECTURAL APPROXIMATE ALTERNATE ALIGNMENT AHEAD ADJUSTABLE AREA DRAIN ASPHALTIC CONCRETE ABUTMENT ABANDON AIR-BLOWN MORTAR AGGREGATE BASE FWY FTG FT FR FOC FLR FL FIN FH FG FF FDN FC (F) FREEWAY FOOTING FEET FRAME FIBER OPTIC CABLE FLOOR FLOW LINE FINISH FIRE HYDRANT FINISHED GRADE FILTER FABRIC FOUNDATION FACE OF CONCRETE FUTURE GALVANIZED STEEL PIPE GUARDRAIL GRADING PLANE GROUND GUIDE MARKER GRADING CONTROL LINE GALVANIZED GAUGE GSP GR GP GND GM GCL GALV GA HWY HW HT HS HR HP HOR HMAC HI HH HEX HDPE HD HC HB HIGHWAY HEADWALL HEIGHT HIGH STRENGTH HANDRAIL HIGH POINT HORIZONTAL HOT MIX ASPHALT CONCRETE HIGH HANDHOLE HEXAGONAL HIGH DENSITY POLY ETHYLENE HEAVY DUTY HANDICAP HOSE BIBB JT JB JOINT JUNCTION BOX NTS NOM NO NIC NEUT NEG NB N/A N (N) NOT TO SCALE NOMINAL NUMBER NOT IN CONTRACT NEUTRAL NEGATIVE NORTHBOUND NOT APPLICABLE NORTH NEW OPPOSITE OPENING OVERPASS OVERHEAD OUTSIDE DIAMETER ON CENTER OVERALL OPP OPNG OP OHD OD OC OA TTB TS TRANS TOW TOT TOS TOR, T/R TOP TOL TOG TOC TO, T/O TF TEL TDS TD TC TBD TAN T&B TELEPHONE TERMINAL BOARD TUBE STEEL TRANSITION TOP OF WALL TOP OF TIE TOP OF SLOPE TOP OF RAIL TOP OF PAVEMENT TOLERANCE TOP OF GRATE TOP OF CURB TURNOUT TRACK FEET TELEPHONE TRAIN DESTINATION SIGN TRENCH DRAIN TOP OF CONCRETE TO BE DETERMINED TANGENT TOP AND BOTTOM EXT EXP EXC EW ETW ESMT ES EQUIP EQ EP ENGR EMER EMB ELEV EL ELEC EJ EIC EF EE ECR EBR EB EA E (E) EXTERIOR EXPANSION EXCAVATION END WALL EDGE OF TRAVELED WAY EASEMENT EDGE OF SHOULDER EQUIPMENT EQUATION EDGE OF PAVEMENT ENGINEERING EMERGENCY EMBANKMENT ELEVATOR ELEVATION ELECTRICAL EXPANSION JOINT EMPLOYEE IN CHARGE EACH FACE EACH END END CURB RETURN END OF BRIDGE EASTBOUND EACH EAST EXISTING MTL MSL MPH MP MOW MON MOD MISC MIN MIC MH MET MEM MED MECH MAX MATERIAL MEAN SEA LEVEL MILES PER HOUR MILEPOST MAINTENANCE OF WAY MONUMENT MODIFIED MISCELLANEOUS MINIMUM MICROPHONE MANHOLE METAL MEMBRANE MEDIAN MECHANICAL MAXIMUM CROSSOVER CROSSING X/O XO, XING GENERAL, CIVIL AND TRACK SYMM SY SWK SWL SW STRUCT STRL STL STIFF STD STA ST SST SS SQ SPEC SLPA SL SIM SHT SHLDR SG SF SERV SECT SDMH SD SCHD SB SAV S SYMMETRICAL SQUARE YARDS SIDEWALK SOUNDWALL SWITCH STRUCTURE STRUCTURAL STEEL STIFFENER STANDARD STATION, ALIGNMENT STREET STAINLESS STEEL SANITARY SEWER SQUARE SPECIFICATION PUBLIC ADDRESS SIGNAGE/LIGHTING/ SLOPE SIMILAR SHEET SHOULDER SUBGRADE SQUARE FEET SERVICE SECTION STORM DRAIN MANHOLE STORM DRAIN SCHEDULE SOUTH BOUND STAND ALONE VALIDATOR SOUTH LVL LTG LT LPL LP LOL LOC LN LH LGTH LGT LG LF LB LEVEL LIGHTING LEFT LIGHT POLE LOW POINT LAYOUT LINE LOCATION LANE LEFT-HAND LENGTH LIGHT LONG LINEAL FEET POUNDS R/W, ROW RW RTE RT RR RP RO RH REV REQD REL REINF REF RECT RDWY RD RCP RC R (R) RIGHT-OF-WAY RETAINING WALL ROUTE RIGHT RAILROAD REFERENCE POINT ROUGH OPENING RIGHT-HAND REVISION REQUIRED RELOCATE REINFORCED REFERENCE RECTANGULAR ROADWAY ROAD REINFORCED CONCRETE PIPE REINFORCED CONCRETE RADIUS RELOCATED VMS VMB VERT VAR VISUAL MESSAGE SIGN VISUAL MESSAGE BOARD VERTICAL VARIES PSM PSI PR PPP PPL PP PNL PNA P/L PL PH PGL PG PERF PERM PED PB PARK BY SPACE MACHINE POUNDS PER SQUARE INCH PAIR PERFORATED PLASTIC PIPE PREFORMED PERMEABLE LINE POWER POLE PANEL PASSENGER NEEDING ASSISTANCE PROPERTY LINE PLATE POTHOLE PROFILE GRADE LINE PAGE PERFORATED PERMEABLE PEDESTRIAN PULL BOX s1 s2 sc TRACK GEOMETRY - HORIZONTAL CS CC POINT OF CHANGE FROM CIRCULAR CURVE TO SPIRAL COMPOUND CURVATURE k2 k1 TANGENT DISTANCE OF SHIFTED PT REFERRED TO THE ST TANGENT DISTANCE OF SHIFTED PC REFERRED TO THE TS LENGTH OF SPIRAL FROM CS TO ST LENGTH OF SPIRAL FROM TS TO SC LENGTH OF COMPOUND SPIRAL FROM CS TO SC OR SC TO CS TOTAL LENGTH OF CIRCULAR CURVE FROM PC TO PT Ls2 Ls1 Lsc Lc CURVE TO TANGENT POINT OF TANGENCY/POINT OF CHANGE FROM CIRCULAR POINT OF SWITCH POINT OF REVERSE CURVATURE POINT ON TANGENT POINT ON SPIRAL POINT ON CIRCULAR CURVE POINT OF INTERSECTION POINT OF COMPOUND CURVE TO CIRCULAR CURVE POINT OF CURVATURE/POINT OF CHANGE FROM TANGENT CIRCLE OF SPIRALIZED CURVE OFFSET FROM INITIAL TANGENT TO PT OF THE SHIFTED CIRCLE OF SPIRALIZED CURVE OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED PT PS PRC POT POS POC PI PCC PC p2 p1 POINT ON ORIGIN OF COMPOUND SPIRAL POINT OF CHANGE FROM SPIRAL TO TANGENT POINT OF CHANGE FROM ONE SPIRAL POINT OF CHANGE FROM SPIRAL TO CIRCULAR CURVE SPO ST SS SC POINT OF CHANGE FROM TANGENT TO SPIRAL TANGENT DISTANCE FROM ST TO PI TANGENT DISTANCE FROM TS TO PI TS Ts2 Ts1 TANGENT OFFSET AT THE CS TANGENT OFFSET AT THE SC Xs2 Xs1 SPIRAL ANGLE FROM CS TO SC CENTRAL ANGLE OF COMPOUND SPIRAL OR COMPOUND ANGLE OF SECOND SPIRAL IN SPIRALIZED CURVE CENTRAL ANGLE OF SPIRAL LENGTH Ls2 OR SPIRAL ANGLE OF FIRST SPIRAL IN SPIRALIZED CURVE CENTRAL ANGLE OF SPIRAL LENGTH Ls1 OR SPIRAL TRACK GEOMETRY - VERTICAL BEGIN VERTICAL CURVE BVC POINT ON VERTICAL TANGENT POINT ON VERTICAL CURVE POINT OF INTERSECTION OF TWO PROFILE TANGENTS POINT OF COMPOUND VERTICAL CURVE POVT POVC PIVC PCVC VERTICAL CURVE VC EVC Ea END VERTICAL CURVE SUPERELEVATION IN INCHES UNBALANCED SUPERELEVATION IN INCHES U c c1 c2 COMPOUND CURVATURE CENTRAL ANGLE OF SECOND CIRCULAR CURVE OF COMPOUND CURVATURE CENTRAL ANGLE OF FIRST CIRCULAR CURVE OF CENTRAL ANGLE OF CIRCULAR CURVE (Lc) FROM SC TO CS TOTAL CENTRAL ANGLE OF THE SPIRALIZED CURVE TANGENT DISTANCE AT THE CS TANGENT DISTANCE AT THE SC Ys2 Ys1 YARDS YD DWG DTR DRWY DR DN DIST DIR DRAWING DETOUR DRIVEWAY DRIVE DOWN DISTRIBUTION DIRECTION INSIDE RADIUS INVERT INTERIOR INSULATION IR INV INT INSUL UTIL UP UON UG UD UB UTILITY UNDERPASS UNLESS OTHERWISE NOTED UNDERGROUND UNDERDRAIN UTILITY BOX PVMT PVC PTM PT PAVEMENT POLYVINYL CHLORIDE PARKING TICKET MACHINE POINT INCHES INVERT ELEVATION INSIDE DIAMETER IN IE ID TYP TVD TYPICAL TICKET VENDING DEVICE ES1101 A 1 OF 1 1101 JMM AC ADDED TS TO ABBREVIATIONS 04-13-20 A A. CARLOS NTS CIVIL & TRACK GENERAL ABBREVIATIONS VERTICAL ALIGNMENT ABBREVIATIONS. FOR ADDITIONAL HORIZONTAL AND SEE SCRRA ES2201 AND ES2202-01 NOTE: 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=> scrrapw01app02$ Date Plotted: 6:36:55 PM 1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_2\ES1101.dgn ENGINEERING STANDARDS 900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY ASSISTANT DIRECTOR, DESIGN PRINCIPAL ENGINEER, DESIGN & STANDARDS

Transcript of NOTE...NOTE: REVISION STANDARD SHEET SCALE: CADD FILE: REV. DATE DESCRIPTION DES. ENG. DRAWN BY:...

  • 06/08/07

    WWM

    WWF

    WT

    WRT

    WPF

    WP

    WB

    W/O

    W/

    W

    WELDED WIRE MESH

    WELDED WIRE FABRIC

    WEIGHT

    WITH RESPECT TO

    WATERPROOF

    WORK POINT

    WESTBOUND

    WITHOUT

    WITH

    WEST

    DIM

    DIAG

    DIA

    DI

    DGAC

    DFX

    DET

    DEP

    DEL

    DIMENSION

    DIAGONAL

    DIAMETER

    DRAINAGE INLET

    CONCRETE

    DENSE GRADED ASPHALT

    DIRECT FIXATION

    DETAIL

    DEPTH

    DELINEATORS

    CY

    CWR

    CVR

    CULV

    CTR

    CT

    CSP

    CRV

    CP

    COORD

    CONT

    CONST

    CONN

    CONC

    COMM

    COL

    COC

    CO

    CNTR

    CND

    CMU

    CMP

    CLR

    CLK

    CL

    CJ

    CIP

    CG

    CF

    CEM

    CB

    CAP

    CALP

    CAB

    CUBIC YARDS

    CONTINUOUS WELDED RAIL

    COVER

    CULVERT

    CENTER

    COURT

    CORRUGATED STEEL PIPE

    CURVE

    CONTROL POINT

    COORDINATE

    CONTINUOUS

    CONSTRUCTION

    CONNECTION

    CONCRETE

    COMMUNICATIONS

    COLUMN

    CENTER ON CENTER

    CLEANOUT

    COUNTER

    CONDUIT

    CONCRETE MASONRY UNIT

    CORRUGATED METAL PIPE

    CLEAR

    CHAIN LINK

    CENTER LINE

    CONSTRUCTION JOINT

    CAST IN PLACE

    CENTER OF GRAVITY

    CUBIC FEET

    CEMENT

    CATCH BASIN

    CAPACITY

    CORRUGATED ALUMINUM PIPE

    CABINET

    BS

    BR

    BOW

    BOT

    BOC

    BM

    BLVD

    BLST

    BLDG

    BKF

    BK

    BEG

    BCR

    BBR

    BAA

    BOTTOM OF SLOPE

    BRIDGE

    BOTTOM OF WALL

    BOTTOM

    BOTTOM OF CURB

    BENCHMARK

    BOULEVARD

    BALLAST

    BUILDING

    BACKFILL

    BACK

    BEGIN

    BEGIN CURB RETURN

    BEGINNING OF BRIDGE

    BOARDING ASSISTANCE AREA

    AVM

    AVE

    ASPH

    AS

    ARCH

    APPROX

    ALT

    ALIGN

    AHD

    ADJ

    AD

    AC

    ABUT

    ABN

    ABM

    AB

    ADD VALUE MACHINE

    AVENUE

    ASPHALT

    AGGREGATE SUBBASE

    ARCHITECTURAL

    APPROXIMATE

    ALTERNATE

    ALIGNMENT

    AHEAD

    ADJUSTABLE

    AREA DRAIN

    ASPHALTIC CONCRETE

    ABUTMENT

    ABANDON

    AIR-BLOWN MORTAR

    AGGREGATE BASE

    FWY

    FTG

    FT

    FR

    FOC

    FLR

    FL

    FIN

    FH

    FG

    FF

    FDN

    FC

    (F)

    FREEWAY

    FOOTING

    FEET

    FRAME

    FIBER OPTIC CABLE

    FLOOR

    FLOW LINE

    FINISH

    FIRE HYDRANT

    FINISHED GRADE

    FILTER FABRIC

    FOUNDATION

    FACE OF CONCRETE

    FUTURE

    GALVANIZED STEEL PIPE

    GUARDRAIL

    GRADING PLANE

    GROUND

    GUIDE MARKER

    GRADING CONTROL LINE

    GALVANIZED

    GAUGE

    GSP

    GR

    GP

    GND

    GM

    GCL

    GALV

    GA

    HWY

    HW

    HT

    HS

    HR

    HP

    HOR

    HMAC

    HI

    HH

    HEX

    HDPE

    HD

    HC

    HB

    HIGHWAY

    HEADWALL

    HEIGHT

    HIGH STRENGTH

    HANDRAIL

    HIGH POINT

    HORIZONTAL

    HOT MIX ASPHALT CONCRETE

    HIGH

    HANDHOLE

    HEXAGONAL

    HIGH DENSITY POLY ETHYLENE

    HEAVY DUTY

    HANDICAP

    HOSE BIBB

    JT

    JB

    JOINT

    JUNCTION BOX

    NTS

    NOM

    NO

    NIC

    NEUT

    NEG

    NB

    N/A

    N

    (N)

    NOT TO SCALE

    NOMINAL

    NUMBER

    NOT IN CONTRACT

    NEUTRAL

    NEGATIVE

    NORTHBOUND

    NOT APPLICABLE

    NORTH

    NEW

    OPPOSITE

    OPENING

    OVERPASS

    OVERHEAD

    OUTSIDE DIAMETER

    ON CENTER

    OVERALL

    OPP

    OPNG

    OP

    OHD

    OD

    OC

    OA

    TTB

    TS

    TRANS

    TOW

    TOT

    TOS

    TOR, T/R

    TOP

    TOL

    TOG

    TOC

    TO, T/O

    TF

    TEL

    TDS

    TD

    TC

    TBD

    TAN

    T&B

    TELEPHONE TERMINAL BOARD

    TUBE STEEL

    TRANSITION

    TOP OF WALL

    TOP OF TIE

    TOP OF SLOPE

    TOP OF RAIL

    TOP OF PAVEMENT

    TOLERANCE

    TOP OF GRATE

    TOP OF CURB

    TURNOUT

    TRACK FEET

    TELEPHONE

    TRAIN DESTINATION SIGN

    TRENCH DRAIN

    TOP OF CONCRETE

    TO BE DETERMINED

    TANGENT

    TOP AND BOTTOM

    EXT

    EXP

    EXC

    EW

    ETW

    ESMT

    ES

    EQUIP

    EQ

    EP

    ENGR

    EMER

    EMB

    ELEV

    EL

    ELEC

    EJ

    EIC

    EF

    EE

    ECR

    EBR

    EB

    EA

    E

    (E)

    EXTERIOR

    EXPANSION

    EXCAVATION

    END WALL

    EDGE OF TRAVELED WAY

    EASEMENT

    EDGE OF SHOULDER

    EQUIPMENT

    EQUATION

    EDGE OF PAVEMENT

    ENGINEERING

    EMERGENCY

    EMBANKMENT

    ELEVATOR

    ELEVATION

    ELECTRICAL

    EXPANSION JOINT

    EMPLOYEE IN CHARGE

    EACH FACE

    EACH END

    END CURB RETURN

    END OF BRIDGE

    EASTBOUND

    EACH

    EAST

    EXISTING

    MTL

    MSL

    MPH

    MP

    MOW

    MON

    MOD

    MISC

    MIN

    MIC

    MH

    MET

    MEM

    MED

    MECH

    MAX

    MATERIAL

    MEAN SEA LEVEL

    MILES PER HOUR

    MILEPOST

    MAINTENANCE OF WAY

    MONUMENT

    MODIFIED

    MISCELLANEOUS

    MINIMUM

    MICROPHONE

    MANHOLE

    METAL

    MEMBRANE

    MEDIAN

    MECHANICAL

    MAXIMUM

    CROSSOVER

    CROSSING

    X/O

    XO,

    XING

    GENERAL, CIVIL AND TRACK

    SYMM

    SY

    SWK

    SWL

    SW

    STRUCT

    STRL

    STL

    STIFF

    STD

    STA

    ST

    SST

    SS

    SQ

    SPEC

    SLPA

    SL

    SIM

    SHT

    SHLDR

    SG

    SF

    SERV

    SECT

    SDMH

    SD

    SCHD

    SB

    SAV

    S

    SYMMETRICAL

    SQUARE YARDS

    SIDEWALK

    SOUNDWALL

    SWITCH

    STRUCTURE

    STRUCTURAL

    STEEL

    STIFFENER

    STANDARD

    STATION, ALIGNMENT

    STREET

    STAINLESS STEEL

    SANITARY SEWER

    SQUARE

    SPECIFICATION

    PUBLIC ADDRESS

    SIGNAGE/LIGHTING/

    SLOPE

    SIMILAR

    SHEET

    SHOULDER

    SUBGRADE

    SQUARE FEET

    SERVICE

    SECTION

    STORM DRAIN MANHOLE

    STORM DRAIN

    SCHEDULE

    SOUTH BOUND

    STAND ALONE VALIDATOR

    SOUTH

    LVL

    LTG

    LT

    LPL

    LP

    LOL

    LOC

    LN

    LH

    LGTH

    LGT

    LG

    LF

    LB

    LEVEL

    LIGHTING

    LEFT

    LIGHT POLE

    LOW POINT

    LAYOUT LINE

    LOCATION

    LANE

    LEFT-HAND

    LENGTH

    LIGHT

    LONG

    LINEAL FEET

    POUNDS

    R/W, ROW

    RW

    RTE

    RT

    RR

    RP

    RO

    RH

    REV

    REQD

    REL

    REINF

    REF

    RECT

    RDWY

    RD

    RCP

    RC

    R

    (R)

    RIGHT-OF-WAY

    RETAINING WALL

    ROUTE

    RIGHT

    RAILROAD

    REFERENCE POINT

    ROUGH OPENING

    RIGHT-HAND

    REVISION

    REQUIRED

    RELOCATE

    REINFORCED

    REFERENCE

    RECTANGULAR

    ROADWAY

    ROAD

    REINFORCED CONCRETE PIPE

    REINFORCED CONCRETE

    RADIUS

    RELOCATED

    VMS

    VMB

    VERT

    VAR

    VISUAL MESSAGE SIGN

    VISUAL MESSAGE BOARD

    VERTICAL

    VARIES

    PSM

    PSI

    PR

    PPP

    PPL

    PP

    PNL

    PNA

    P/L

    PL

    PH

    PGL

    PG

    PERF

    PERM

    PED

    PB

    PARK BY SPACE MACHINE

    POUNDS PER SQUARE INCH

    PAIR

    PERFORATED PLASTIC PIPE

    PREFORMED PERMEABLE LINE

    POWER POLE

    PANEL

    PASSENGER NEEDING ASSISTANCE

    PROPERTY LINE

    PLATE

    POTHOLE

    PROFILE GRADE LINE

    PAGE

    PERFORATED

    PERMEABLE

    PEDESTRIAN

    PULL BOX

    s1

    s2

    sc

    TRACK GEOMETRY - HORIZONTAL

    CS

    CC

    POINT OF CHANGE FROM CIRCULAR CURVE TO SPIRAL

    COMPOUND CURVATURE

    k2

    k1

    TANGENT DISTANCE OF SHIFTED PT REFERRED TO THE ST

    TANGENT DISTANCE OF SHIFTED PC REFERRED TO THE TS

    LENGTH OF SPIRAL FROM CS TO ST

    LENGTH OF SPIRAL FROM TS TO SC

    LENGTH OF COMPOUND SPIRAL FROM CS TO SC

    OR SC TO CS

    TOTAL LENGTH OF CIRCULAR CURVE FROM PC TO PT

    Ls2

    Ls1

    Lsc

    Lc

    CURVE TO TANGENT

    POINT OF TANGENCY/POINT OF CHANGE FROM CIRCULAR

    POINT OF SWITCH

    POINT OF REVERSE CURVATURE

    POINT ON TANGENT

    POINT ON SPIRAL

    POINT ON CIRCULAR CURVE

    POINT OF INTERSECTION

    POINT OF COMPOUND CURVE

    TO CIRCULAR CURVE

    POINT OF CURVATURE/POINT OF CHANGE FROM TANGENT

    CIRCLE OF SPIRALIZED CURVE

    OFFSET FROM INITIAL TANGENT TO PT OF THE SHIFTED

    CIRCLE OF SPIRALIZED CURVE

    OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED

    PT

    PS

    PRC

    POT

    POS

    POC

    PI

    PCC

    PC

    p2

    p1

    POINT ON ORIGIN OF COMPOUND SPIRAL

    POINT OF CHANGE FROM SPIRAL TO TANGENT

    POINT OF CHANGE FROM ONE SPIRAL

    POINT OF CHANGE FROM SPIRAL TO CIRCULAR CURVE

    SPO

    ST

    SS

    SC

    POINT OF CHANGE FROM TANGENT TO SPIRAL

    TANGENT DISTANCE FROM ST TO PI

    TANGENT DISTANCE FROM TS TO PI

    TS

    Ts2

    Ts1

    TANGENT OFFSET AT THE CS

    TANGENT OFFSET AT THE SC

    Xs2

    Xs1

    SPIRAL ANGLE FROM CS TO SC

    CENTRAL ANGLE OF COMPOUND SPIRAL OR COMPOUND

    ANGLE OF SECOND SPIRAL IN SPIRALIZED CURVE

    CENTRAL ANGLE OF SPIRAL LENGTH Ls2 OR SPIRAL

    ANGLE OF FIRST SPIRAL IN SPIRALIZED CURVE

    CENTRAL ANGLE OF SPIRAL LENGTH Ls1 OR SPIRAL

    TRACK GEOMETRY - VERTICAL

    BEGIN VERTICAL CURVEBVC

    POINT ON VERTICAL TANGENT

    POINT ON VERTICAL CURVE

    POINT OF INTERSECTION OF TWO PROFILE TANGENTS

    POINT OF COMPOUND VERTICAL CURVE

    POVT

    POVC

    PIVC

    PCVC

    VERTICAL CURVEVC

    EVC

    Ea

    END VERTICAL CURVE

    SUPERELEVATION IN INCHES

    UNBALANCED SUPERELEVATION IN INCHESU

    c

    c1

    c2 COMPOUND CURVATURE

    CENTRAL ANGLE OF SECOND CIRCULAR CURVE OF

    COMPOUND CURVATURE

    CENTRAL ANGLE OF FIRST CIRCULAR CURVE OF

    CENTRAL ANGLE OF CIRCULAR CURVE (Lc) FROM SC TO CS

    TOTAL CENTRAL ANGLE OF THE SPIRALIZED CURVE

    TANGENT DISTANCE AT THE CS

    TANGENT DISTANCE AT THE SC

    Ys2

    Ys1

    YARDSYD

    DWG

    DTR

    DRWY

    DR

    DN

    DIST

    DIR

    DRAWING

    DETOUR

    DRIVEWAY

    DRIVE

    DOWN

    DISTRIBUTION

    DIRECTION

    INSIDE RADIUS

    INVERT

    INTERIOR

    INSULATION

    IR

    INV

    INT

    INSUL

    UTIL

    UP

    UON

    UG

    UD

    UB

    UTILITY

    UNDERPASS

    UNLESS OTHERWISE NOTED

    UNDERGROUND

    UNDERDRAIN

    UTILITY BOX

    PVMT

    PVC

    PTM

    PT

    PAVEMENT

    POLYVINYL CHLORIDE

    PARKING TICKET MACHINE

    POINT

    INCHES

    INVERT ELEVATION

    INSIDE DIAMETER

    IN

    IE

    ID

    TYP

    TVD

    TYPICAL

    TICKET VENDING DEVICE

    ES1101

    A 1 OF 1

    1101

    JMMACADDED TS TO ABBREVIATIONS04-13-20A

    A. CARLOS

    NTS

    CIVIL & TRACK

    GENERAL ABBREVIATIONS

    VERTICAL ALIGNMENT ABBREVIATIONS.

    FOR ADDITIONAL HORIZONTAL AND

    SEE SCRRA ES2201 AND ES2202-01

    NOTE:

    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=> scrrapw01app02$ Date Plotted: 6:36:55 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_2\ES1101.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

  • 06/08/07

    STATION COMMUNICATIONS SIGNALS AGENCIES, ORGANIZATIONS AND CODES

    FIBER SLACK ENCLOSURE

    FRAME PER SECOND

    FIBER OPTIC CABLE

    FIBER OPTIC

    FIBER DISTRIBUTION PANEL

    FSE

    FPS

    FOC

    FO

    FDP

    LOCAL PAGING MICROPHONE

    (FUSION SPLICING)

    LOCAL INJECTION AND DETECTION

    LOCAL DISTRIBUTION FRAME

    LIQUID CRYSTAL DISPLAY

    LOCAL AREA NETWORK

    LPM

    LID

    LDF

    LCD

    LAN

    MSPP

    MS

    MOPE

    MMFOC

    MM

    MEF

    MDPE

    MDF

    Mbps

    OUTSIDE PLANT

    OPERATION CONTROL CENTER

    OSP

    OCC

    PRIVATE VIRTUAL CIRCUIT

    PUSH TO TALK

    PROTECTED TERMINAL BLOCKS

    NETWORK

    PUBLIC SWITCHING TELEPHONE

    PROGRAMMABLE LOGIC CONTROLLER

    POWER DISTRIBUTION UNIT

    PERSONAL DIGITAL ASSISTANT

    PUBLIC ADDRESS SYSTEM

    PUBLIC ADDRESS

    PVC

    PTT

    PTB

    PSTN

    PLC

    PDU

    PDA

    PAS

    PA

    QUALITY OF SERVICEQOS

    (COMMUNICATIONS)

    REMOTE TERMINAL UNIT

    RESILIENT PACKET RING

    RTU

    RPR

    SWITCHED POWER DISTRIBUTION UNIT

    SYNCHRONOUS OPTICAL NETWORK

    PROTOCOL

    SIMPLE NETWORK MANAGEMENT

    SINGLE-MODE FIBER OPTIC CABLE

    SINGLE MODE

    SERVICE LEVEL AGREEMENT

    CONNECT

    SMALL FORM (PLUGGABLE) CROSS-

    STATION COMMUNICATION CABINET

    SPDU

    SONET

    SNMP

    SMFOC

    SM

    SLA

    SFX

    SCC

    TDM

    T1MUX

    T1C

    TIME DIVISION MULTIPLEXING

    PROVIDE DSO CHANNELS

    SINGLE T1 CHANNEL IS UTILIZED TO

    A MULTIPLEXING DEVICE BY WHICH A

    SINGLE DATA CHANNEL OF 1.544 Mbps

    UTP

    UPSR

    UPS

    UP-LINK

    UNSHIELDED TWISTED PAIR

    UNIDIRECTIONAL PATH SWITCH RING

    UNINTERRUPTIBLE POWER SUPPLY

    1000 MBPS SWITCH EXPANSION PORTS

    VPN

    VLAN

    VCAT

    VIRTUAL PRIVATE NETWORK

    VIRTUAL LOCAL AREA NETWORK

    VIRTUAL CONCATENATION

    WCM

    WAP

    WAN

    WA

    MANAGER

    WAYSIDE COMMUNICATIONS

    WIRELESS APPLICATION PROTOCOL

    WIDE AREA NETWORK

    WORK AREA

    AK APPROACH TRACK INDICATION

    DAX DOWNSTREAM ADJACENT CROSSING

    EMS

    CIRCUITS

    EMERGENCY ALARM CONTROL

    FR

    FLT

    FLASHER RELAY

    SIGNAL FLEETING

    GPR

    GE

    GD

    GCR

    (GATE IN UP POSITION)

    GATE REPEATER RELAY

    GREEN SIGNAL LAMP

    GATE DOWN

    GATE CONTROL RELAY

    LOS LOSS OF SHUNT

    NWS

    NWR

    NWP

    NWK

    NJSP

    NGK

    NGHS

    NORMAL SWITCH REQUEST

    NORMAL SWITCH CONTROL RELAY

    NORMAL SWITCH POINT POSITION

    NORMAL SWITCH INDICATION

    DUAL SELECTOR LEVER

    INDICATION

    NORTHWARD SIGNAL CLEAR

    NORTHWARD SIGNAL REQUEST

    RWS

    RWR

    RWP

    RWK

    RE

    REVERSE SWITCH REQUEST

    REVERSE SWITCH CONTROL RELAY

    REVERSE SWITCH POINT POSTION

    REVERSE SWITCH INDICATION

    RED SIGNAL LAMP

    TOB

    TK

    TEK

    TON PER OPERATIVE BRAKE

    OS TRACK INDICATION

    SIGNAL IN TIME INDICATION

    UAX UPSTREAM ADJACENT CROSSING

    WBC

    CHECK

    SWITCH CONTROL RELAY BACK

    XR CROSSING CONTROL RELAY

    YE YELLOW SIGNAL LAMP

    ATCS

    AMPL

    ADVANCE TRAIN CONTROL SYSTEM

    AMPLIFIER

    BS

    BPF

    BER

    BASE STATION

    BAND PASS FILTER

    BIT ERROR RATE

    DSU

    DED

    DBU

    dBW

    dBm

    dB

    DATA SERVICE UNIT

    DRAGGING EQUIPMENT DETECTOR

    DIAL BACKUP

    DECIBEL REFERENCED TO A WATT

    MILLIWATT

    DECIBEL REFERENCED TO A

    DECIBEL

    ERP EFFECTIVE RADIATED POWER

    GPS

    GMSK

    GLOBAL POSITIONING SYSTEM

    GAUSSIAN MINIMUM SHIFT KEYING

    NMS

    NIC

    NETWORK MANAGEMENT SYSTEM

    NETWORK INTERFACE CARD

    RX

    RF

    RECEIVE

    RADIO FREQUENCY

    SVR

    SINAD

    SPKR

    SERVER

    SIGNAL TO NOISE AND DISTORTION

    SPEAKER

    TX

    TCT

    TC/C

    TRANSMITTER

    TRAIN CONTROL TRENCH

    TRAIN CONTROLS AND COMMUNICATION

    UHF ULTRA HIGH FREQUENCY

    VHLC

    VHF

    VITAL HARMON LOGIC CONTROLLER

    VERY HIGH FREQUENCY

    TRAIN CONTROL COMMUNICATION

    ISDN INTERGRATED SERVICES DIGITAL NETWORK

    MDF

    MC

    MAS

    MAIN DISTRIBUTION FRAME

    MEDIA CONVERTER

    MULTIPLE ADDRESSING SCHEME

    KVM

    KO

    KEYBOARD VIDEO MOUSE

    KEYBOARD OPERATOR

    ADVANCED COMMUNICATION SYSTEMACS

    BIT-ERROR RATEBER

    56-65 Kbps

    SINGLE DATA CHANNEL OF

    DEDICATED DIGITAL SERVICE

    DISTRIBUTION CABINET

    DSO

    DDS

    DC

    KILO BITS PER SECONDKbps

    ES1102

    A 1 OF 1

    1102

    ACA

    A. CARLOS

    NTS

    STATION COMMUNICATIONSSIGNAL, COMMUNICATIONS AND

    GENERAL ABBREVIATIONS

    CST

    CSMH

    CS

    CIS

    CIR

    CID

    CIC

    CER

    CCTV

    CC

    C

    COMBINED SYSTEM TRUNK

    MANHOLE

    COMMUNICATIONS SYSTEM

    COMMUNICATION SHELTER

    CUSTOMER INFORMATION SYSTEM

    CIRCUIT

    CARD INTERFACE DEVICE

    CABINETS

    COMMUNICATIONS INTERFACE

    COMMUNICATIONS EQUIPMENT ROOM

    VIDEO SECURITY

    CLOSED CIRCUIT TELEVISION-

    COMMUNICATIONS CABINET

    CONDUIT

    EVPLAN

    EVPL

    EVC

    EPL

    EOS

    E-LAN

    E&M

    EDC

    E

    ETHERNET VIRTUAL PRIVATE LAN

    ETHERNET VIRTUAL PRIVATE LINE

    ETHERNET VIRTUAL CIRCUIT

    ETHERNET PRIVATE LINE

    ETHERNET OVER SONET

    ETHERNET LAN

    EAR AND MOUTH

    ELECTRICAL DISTRIBUTION CENTER

    EXISTING

    GUI

    GRS

    GRP

    GND

    GIGE

    GBPS

    GBIC

    GRAPHICAL USER INTERFACE

    GALVANIZED RIGID STEEL

    GLASS REINFORCED PLASTIC ROD

    GROUND

    GIGABIT ETHERNET

    GIGABITS PER SECOND

    GIGABIT INTERFACE CONVERTER

    IP

    IC

    INTERNET PROTOCOL

    INTERFACE CONVERTER

    NVR

    NTP

    NMS

    NMP

    NID

    NETWORK VIDEO RECORDER

    NETWORK TIME PROTOCOL

    NETWORK MANAGEMENT SYSTEM

    NETWORK MEDIA PLAYER

    NETWORK INTERFACE DEVICE

    SGK

    SGHS

    SEH

    INDICATION

    SOUTHWARD SIGNAL CLEAR

    SOUTHWARD SIGNAL REQUEST

    SIGNAL EQUIPMENT HOUSE

    SQUELCH SYSTEM

    CONTINUOS-TONE-CODED

    CENTRALIZED TRAIN CONTROL

    CHANNEL SERVICE UNIT

    CYCLIC REDUNDANCY CHECKS

    CTCSS

    CTC

    CSU

    CRC

    FR

    FOPP

    FO

    FM

    FEC

    FDP

    FAT

    FRAME RELAY

    FIBER OPTIC PATCH PANEL

    FIBER OPTIC

    FREQUENCY MODULATION

    FORWARD ERROR CONNECTION

    FIBER DISTRIBUTION PANEL

    FACTORY ACCEPTANCE TEST

    UNION PACIFIC RAILROAD

    UNIFORM PLUMBING CODE

    UNDERWRITERS LABORATORIES

    UNIFORM BUILDING CODE

    TELECOMMUNICATIONS INDUSTRY ASSOC

    COMPANY

    SOUTHERN PACIFIC TRANSPORTATION

    SPRINT NEXTEL

    AUTHORITY (METROLINK)

    SOUTHERN CALIFORNIA REGIONAL RAIL

    SOUTHERN CALIFORNIA EDISON

    INTERNATIONAL ASSOCIATION

    PERSONAL COMPUTER MEMORY CARD

    NOT IN CONTRACT

    NATIONAL FIRE PROTECTION ASSOCIATION

    ASSOCIATION

    NATIONAL ELECTRICAL MANUFACTURERS

    NATIONAL ELECTRICAL CODE

    DEVICES

    MANUAL ON UNIFORM TRAFFIC CONTROL

    METROLINK OPERATIONS CENTER

    LOS ANGELES UNION STATION

    FEDERAL RAILROAD ADMINISTRATION

    FEDERAL COMMUNICATIONS COMMISSION

    FEDERAL AVIATION ADMINISTRATION

    ELECTRONICS INDUSTRIES ALLIANCE

    CALIFORNIA PUBLIC UTILITIES COMMISSION

    CENTRAL MAINTENANCE FACILITY

    CALIFORNIA ELECTRICAL CODE

    CALIFORNIA CODE OF REGULATIONS

    TRANSPORTATION

    CALIFORNIA DEPARTMENT OF

    GUIDEBOOK

    CALIFORNIA DISABLED ACCESSIBILITY

    CALIFORNIA ACCESS COMPLIANCE SOURCE

    BURLINGTON NORTHERN SANTA FE

    AMERICAN WELDING SOCIETY

    AMERICAN WIRE GAUGE

    COMPANY

    ATLANTIC TELEPHONE AND TELEGRAPH

    MATERIALS

    AMERICAN SOCIETY FOR TESTING AND

    MAINTENANCE OF WAY ASSOCIATION

    AMERICAN RAILWAY ENGINEERING AND

    ASSOCIATION

    AMERICAN RAILWAY ENGINEERING

    AMERICAN PUBLIC WORKS ASSOCIATION

    INSTITUTE

    AMERICAN NATIONAL STANDARDS

    CORPORATION

    NATIONAL RAILROAD PASSENGER

    AMERICANS WITH DISABILITIES ACT

    AMERICAN CONCRETE INSTITUTE

    ASSOCIATION OF AMERICAN RAILRAODS

    WAY AND TRANSPORTATION OFFICIALS

    AMERICAN ASSOCIATION OF STATE HIGH-

    UPRR

    UPC

    UL

    UBC

    TIA

    SPTC

    SPR

    SCRRA

    SCE

    PCMCIA

    NIC

    NFPA

    NEMA

    NEC

    MUTCD

    MOC

    LAUS

    FRA

    FCC

    FAA

    EIA

    CPUC

    CMF

    CEC

    CCR

    CALTRANS

    CALDAG

    CALCAS

    BNSF

    AWS

    AWG

    ATT

    ASTM

    AREMA

    AREA

    APWA

    ANSI

    AMTRAK

    ADA

    ACI

    AAR

    AASHTO

    11-01-13 NDPREVISED GENERAL ABBREVIATIONS

    GFFGSDG

    PLATFORM

    MULTI-SERVICE PROVISIONING

    MILLISECOND

    MAIN POINT OF ENTERY

    MULTI-MODE FIBER OPTIC CABLE

    MULTI-MODE

    METRO ETHERNET FORUM

    (CABLE SHEATH)

    MEDIUM DENSITY POLYETHYLENE

    MAIN DISTRIBUTION FRAME

    MEGA BITS PER SECOND

    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=> scrrapw01app02$ Date Plotted: 6:36:55 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_3\ES1102.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

  • 06/08/07

    ARCHITECTURAL ELECTRICAL MECHANICAL

    ASR

    APD

    AP

    AHU

    AF

    ACU

    ACD

    AC

    ASA

    AUTOMATIC SPRINKLER RISER

    AIR PRESSURE DROP

    ACCESS PANEL

    AIR HANDLING UNIT

    AIR FILTER/AIR FOIL

    AIR CONDITIONING UNIT

    ACCESS DOOR

    AIR COMPRESSOR

    ATTENUATOR

    ACOUSTICAL SOUND

    BFV

    BFP

    BDD

    BD

    BUTTERFLY VALVE

    BACKFLOW PREVENTER

    BACK DRAFT DAMPER

    BALANCING DAMPER

    CWS

    CWR

    CW

    CV

    CU

    COND

    CG

    CEG

    CC

    CA

    CHILLED WATER SUPPLY

    CHILLED WATER RETURN

    COLD WATER

    CHECK VALVE

    CONDENSING UNIT

    CONDENSATE

    CEILING GRILLE

    CEILING EXHAUST GRILLE

    COOLING COIL

    COMPRESSED AIR

    DX

    DEG

    DB

    DIRECT EXPANSION

    DUCT EXHAUST GRILLE

    DRY BULB

    EXTR

    EUH

    ESP

    EFF

    EF

    EAT

    EAD

    EA

    EXTRACTER

    ELECTRIC UNIT HEATER

    EXTERNAL STATIC PRESSURE

    EFFICIENCY

    EXHAUST FAN

    ENTERING AIR TEMPERATURE

    EXHAUST AIR DAMPER

    EXHAUST AIR

    FMN

    FLEX

    FLA

    FCD

    FC

    FORCE MAIN

    FLEXIBLE

    FULL LOAD AMPERES

    FLOW CONTROL DEVICE

    FORWARD CURVE

    GV

    GR

    GPM

    GATE VALVE

    GRILLE

    GALLONS PER MINUTE

    HWS

    HWR

    HVS

    HVA

    HSC

    HP

    HDN

    HD

    HC

    HOT WATER SUPPLY

    HOT WATER RETURN

    GATE TYPE

    HOSE VALVE, STRAIGHTWAY

    GLOBE TYPE

    HOSE VALVE, ANGLE

    HOSE STORAGE CABINET

    HORSEPOWER/HEAT PUMP

    HOPPER DRAIN

    HEAD

    HEATING COIL

    IW

    IPS

    INDUSTRIAL WASTE

    IRON PIPE SIZE

    LR

    LCP

    LAT

    LONG RADIUS

    LOCAL CONTROL PANEL

    LEAVING AIR TEMPERATURE

    NO

    NC

    NORMALLY OPEN

    NORMALLY CLOSED

    OAD

    OA

    OUTSIDE AIR DAMPER

    OUTSIDE AIR

    PS

    PRV

    PIV

    PH

    PDN

    PD

    POSITION SWITCH

    PRESSURE REDUCING VALVE

    POST INDICATOR VALVE

    PHASE

    PLANTER DRAIN

    PUMP DISCHARGE

    RV

    RS

    RL

    RH

    RF

    RAD

    RA

    ROOF VENTILATOR

    REFRIGERANT SUCTION

    REFRIGERANT LIQUID

    RADIANT HEATER

    RETURN FAN

    RETURN AIR DAMPER

    RETURN AIR

    AFF

    ALUM

    ACOUS

    ABOVE FINISHED FLOOR

    ALUMINUM

    ACOUSTICAL

    BM

    BLKG

    BITUM

    BD

    BEAM

    BLOCKING

    BITUMINOUS

    BOARD

    CTSK

    CT

    CORR

    CLKG

    CLG

    CIP

    CI

    CER

    CAB

    COUNTERSUNK

    CERAMIC TILE

    CORRIDOR

    CAULKING

    CEILING

    CAST IRON PIPE

    CAST IRON

    CERAMIC

    CABINET

    DSP

    DS

    DR

    DO

    DISP

    DF

    DRY STANDPIPE

    DOWNSPOUT

    DOOR

    DOOR OPENING

    DISPENSER

    DRINKING FOUNTAIN

    ESEW

    EXPD

    ESCL

    ENCL

    EYE WASH

    EMERGENCY SHOWER/

    EXPOSED

    ESCALATOR

    ENCLOSURE

    GYPBD

    GYP

    GL

    GYPSUM BOARD

    GYPSUM

    GLASS

    HM

    HDWE

    HOLLOW METAL

    HARDWARE

    LKR

    LAV

    LAM

    LOCKER

    LAVATORY

    LAMINATE

    MUL

    MTD

    MSK

    MO

    MULLION

    MOUNTED

    MOP SINK

    MASONRY OPENING

    OFD OVERFLOW DRAIN

    RWL

    RM

    RESIL

    RD

    RB

    RAIN WATER LEADER

    ROOM

    RESILIENT

    ROOF DRAIN

    RESILIENT BASE

    SUSP

    STOR

    SSK

    SPKR

    SNR

    SND

    SDT

    SD

    SCD

    SC

    SUSPENDED

    STORAGE

    SERVICE SINK

    SPEAKER

    SANITARY NAPKIN RECEPTACLE

    SANITARY NAPKIN DISPENSER

    STATIC DISSIPATE TILE FLOOR

    SMOKE DETECTOR

    SEAT COVER DISPENSER

    SOLID CORE

    UR

    UNF

    URINAL

    UNFINISHED

    VESTIBULE

    VINYL COMPOSITION TILE

    VEST

    VCT

    WSP

    WD

    WC

    WET STAND PIPE

    WOOD

    WATER CLOSET

    AVI

    ATS

    AT

    ASSY

    AUX

    ASW

    AS

    ANN

    AMP

    AGC

    AFR

    AF

    AC

    IDENTIFICATION

    AUTOMATIC VEHICLE

    SWITCH

    AUTOMATIC TRANSFER

    AMPERE TRIP

    ASSEMBLY

    AUXILIARY

    AMPERE SWITCH

    AMPERE SENSOR

    ANNUCIATOR

    AMPERE

    AUTOMATIC GAIN CONTROL

    AMPERE FRAME

    AMPERE FUSE

    ALTERNATING CURRENT

    BREAKER

    BATTERY

    BARE COPPER WIRE

    BARE COPPER

    BKR

    BAT

    BCW

    BC

    CU

    CTB

    CT

    CS

    CRS

    CRI

    CR

    C/R

    CPT

    CP

    CNTL

    COND

    COMM

    C/O

    CLF

    CKT

    CGB

    CCD

    CBKR

    DIGITAL SIGNAL PROCESSING

    DISTRIBUTION PANEL

    DISCONNECT

    DIRECT CURRENT

    DIMMER

    ETM

    EPF

    EMT

    EMI

    ELAPSED TIME METER

    EXPLOSION PROOF

    TUBING

    ELECTRICAL METALLIC

    ELECTROMAGNETIC INTERFACE

    FVNR

    FS

    FDR

    FC

    NON-REVERSING

    FULL VOLTAGE

    FLOW SWITCH

    FEEDER

    FRAMMING CHANNEL

    GROUND TEXT STATION

    GALVANIZED RIGID STEEL

    GROUND FAULT INTERRUPTER

    GTS

    GRS

    GFI

    HV

    HPS

    HOA

    HID

    HIGH VOLTAGE

    HIGH PRESSURE SODIUM

    HAND-OFF-AUTO SWITCH

    HIGH INTENSITY DISCHARGE

    INTERRUPTING CAPACITY

    KILOWATT

    KILOVAR

    MT

    MS

    MGB

    MDP

    MC

    MAG

    EMPTY CONDUIT

    MOTOR STARTER

    MAIN GROUNDING BUSS-BAR

    MAIN DISTRIBUTION PANEL

    CONDUIT

    CONTACTOR COIL METALLIC

    MAGNETIC

    NEMPLATE

    NONMETALLIC CONDUIT

    NON FUSED

    NP

    NMC

    NF

    RSC

    RPC

    RGS

    RES

    RIGID STEEL CONDUIT

    REMOTE POWER CENTER

    RIGID GALVANIZED STEEL

    RESISTOR

    SWITCHGEAR

    SWITCHBOARD

    SOLENOID VALVE

    CABINET

    SUPERVISORY TERMINATION

    SWGR

    SWBD

    SV

    STC

    UNIT HEATERUH

    VS

    VPF

    VM

    V

    VOLTIMETER SWITCH

    VAPOR PROOF

    VOLT METER

    VOLT

    WHD

    W

    WATT-HOUR DEMAND METER

    WATT

    TRANSFORMERXFMR

    DSP

    DP

    DISC

    DC

    DIM

    SP

    SPWG

    SF

    SDP

    SCHP

    SCAC

    SAR

    SANT

    SA

    SUMP PUMP

    GAUGE

    STATIC PRESSURE WATER

    SUPPLY FAN

    SPLITTER DAMPER

    SELF CONTAINED HEAT PUMP

    CONDITIONER

    SELF CONTAINED AIR

    SOUND ATTENUATOR

    SANITARY

    SUPPLY AIR

    TV

    TSP

    THR

    TG

    TEMP

    T&P

    TURNING VANE

    TOTAL STATIC PRESSURE

    TOTAL HEAT REJECTION

    TRANSFER GRILLE

    TEMPERATURE

    PRESSURE RELIEF VALVE

    TEMPERATURE AND

    UH

    UC

    UNIT HEATER

    UNDER CUT

    VTR

    VEL

    VD

    VB

    VENT THROUGH ROOF

    VELOCITY

    VOLUME DAMPER

    VACUUM BREAKER

    WSP

    WL

    WHA

    WH

    WG

    WEG

    WCO

    WB

    WST

    WET STANDPIPE

    WALL LOUVER

    WATER HAMMER ARRESTOR

    WATER HEATER

    WATER GAUGE

    WALL EXHAUST GRILLE

    WALL CLEAN OUT

    WET BULB

    WASTE

    TMS

    TMGB

    TLK

    TH

    TGB

    TDR

    TCK

    THERMAL FIT MARKER SYSTEM

    GROUNDING BUSS-BAR

    TELCOMMUNICATIONS MAIN

    TWISTLOCK

    THERMOSTAT

    GROUNDING BUSS-BAR

    TELECOMMUNICATIONS

    TIME DELAY RELAY

    TIME CLOCK

    TPD TOILET PAPER DISPENSER

    MD

    MCP

    MCC

    MAV

    MOTOR OPERATED DAMPER

    MOTOR CONTROL PANEL

    MOTOR CONTROL CENTER

    MANUAL AIR VENT

    PTD

    PLYWD

    PLAS

    PLAM

    PCC

    PC

    PAPER TOWEL DISPENSER

    PLYWOOD

    PLASTER

    PLASTIC LAMINATE

    PORTLAND CEMENT CONCRETE

    PRECAST CONCRETE

    INCAND INCANDESCENT

    JAN JANITOR

    IC

    KW

    KVA

    ES1103

    B 1 OF 1

    1103

    ACA

    A. CARLOS

    NTS

    ARCHTECTURAL & ENGINEERINGGENERAL ABBREVIATIONS

    FUR

    FSK

    FPRF

    FOS

    FOF

    FLUOR

    FLR

    FHC

    FH

    FE

    FDC

    FD

    FCO

    FACP

    FA

    FURRING

    FLOOR SINK

    FIREPROOF

    FACE OF STUDS

    FACE OF FINISH

    FLUORESCENT

    FLOOR

    FIRE HOSE CABINET

    FIRE HYDRANT

    FIRE EXTINGUISHER

    CONNECTION

    FIRE DEPARTMENT

    FLOOR DRAIN

    FLOOR CLEAN OUT

    FIRE ALARM CONTROL PANEL

    FIRE ALARM

    COPPER

    COMPUTER TERMINAL BOARD

    CURRENT TRANSFORMER

    COMMUNICATION SHELTER

    STEEL CONDUIT

    PVC COATED RIGID

    COLOR RENDENING INDEX

    CONTROL RELAY

    CONTACT RAIL

    CONTROL POWER TRANSFER

    CONTROL PANEL

    CONTROL

    CONDUCTOR

    COMMUNICATIONS

    CONDUIT ONLY

    CURRENT LIMITING FUSE

    CIRCUIT

    CHASSIS GROUNDING BUS-BAR

    CHARGE COUPLED DEVICE

    CIRCUIT BREAKER

    PT

    POS

    PH

    PEC

    PE

    PCU

    PC

    P

    POTENTIAL TRANSFORMER

    POSITIVE

    PHASE

    PHOTOELECTRIC CELL

    PHOTOELECTRIC

    POWER CONDITIONING UNIT

    POWER CABLE

    POWER

    LS

    LV

    LED

    LIMIT SWITCH

    LOW VOLTAGE

    LIGHT EMITTING DIODE

    11-01-13 REVISED GENERAL ABBREVIATIONS NDP

    ACB 04-13-20 REMOVED TS DEFINITION JMM

    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=> scrrapw01app02$ Date Plotted: 6:36:55 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_4\ES1103.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & 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=> scrrapw01app02$ Date Plotted: 6:36:55 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_5\ES1201-01.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

    /#

    ABBREVIATIONSGENERAL

    COLUMNCOL

    CENTER ON CENTERCOC

    CLEANOUTCO

    CONTROLLERCNTRLR

    COUNTERCNTR

    CONDUITCND

    COMPROMISE JOINTCOMPJT

    CONCRETE MASONRY UNITCMU

    CORRUGATED METAL PIPE ARCHCMPA

    CORRUGATED METAL PIPECMP

    CLEAR, CLEARANCECLR

    CHAIN LINKCLK

    CENTERLINECL,

    CONSTRUCTION JOINTCJ

    CAST IN PLACECIP

    CAST IRONCI

    CENTER OF GRAVITYCG

    CUBIC FEETCF

    CEMENTCEM

    CATCH BASINCB

    CAPACITYCAP

    CORRUGATED ALUMINUM PIPECALP

    CABINETCAB

    COMES WITHC/W

    BRIDGE, BLUE RODBR

    BOTTOM OF WALLBOW

    BOTTOMBOT

    BOTTOM OF SLOPEBOS

    BOTTOM OF CURBBOC

    BURLINGTON NORTHERN SANTA FE RAILWAYBNSF

    BENCHMARKBM

    BOULEVARDBLVD

    BALLASTBLST

    BILLBOARDBLLBRD

    BUILDINGBLDG

    BASELINEBL

    BACKFILLBKF

    BACKBK

    BEGIN, BEGINNINGBEG

    BEGIN CURB RETURNBCR

    BEGINNING OF BRIDGEBBR

    BATTERY BOXBB

    BOARDING ASSISTANCE AREABAA

    AMERICAN WATER WORKS ASSOCIATIONAWWA

    ADD VALUE MACHINEAVM

    AVENUEAVE

    ABOVE TOP OF RAILATR

    AMERICAN SOCIETY FOR TESTING & MATERIALSASTM

    ASSEMBLYASSY

    ASPHALT, ASPHALT CONCRETE PAVINGASPH

    AGGREGATE SUBBASEAS

    AS REQUIREDA/R

    MAINTENANCE OF WAY ASSOCIATION

    AMERICAN RAILWAY ENGINEERING &AREMA

    AMERICAN RAILWAY ENGINEERING ASSOCIATIONAREA

    ARCHITECTURALARCH

    APPROXIMATE, APPROXIMATELYAPPROX

    AS ORDERED BY ENGINEERAOBE

    AMERICAN NATIONAL STANDARDS INSTITUTEANSI

    ALTERNATEALT

    ALIGNMENTALIGN

    AHEADAHD

    ADJUSTABLEADJ

    AREA DRAINAD

    ASPHALTIC CONCRETEAC

    ABUTMENTABUT

    ABANDONABN

    AIR-BLOWN MORTARABM

    AGGREGATE BASEAB

    AT@

    AND&

    LEVELLVL

    LIGHTINGLTG

    LEFTLT

    LIGHT POLELPL

    LOW POINTLP

    LAYOUT LINELOL

    LOCATIONLOC

    LANELN

    LEFT HANDLH

    LENGTHLGTH

    LIGHTLGT

    LONGLG

    LINEAL FEETLF

    POUND, POUNDSLB, LBS

    LOS ANGELES UNION STATIONLAUS

    TRANSPORTATION AUTHORITY

    LOS ANGELES COUNTY METROPOLITANLACMTA

    CONTROL DISTRICT

    LOS ANGELES COUNTY FLOODLACFCD

    JOINTJT

    JOINTED RAILJJ

    JUNCTION BOXJB

    INSIDE RADIUSIR

    INVERTINV

    INTERIORINT

    INSULATIONINSUL

    INCH(ES)IN

    INSULATED JOINTIJ

    INVERT ELEVATIONIE

    IDENTIFICATIONI.D.

    INSIDE DIAMETERID

    HERTZHZ

    HIGHWAYHWY

    HEADWALLHW

    HEIGHT, HIGH TENSILE, HAND THROWHT

    HOLLOW STEEL TIEHST

    HEEL OF FROG, HIGH STRENGTHHS

    HANDRAILHR

    HEEL PLATE, HIGH POINTHP

    HORIZONTALHORIZ

    HOT MIX ASPHALT CONCRETEHMAC

    HEEL LENGTHHL

    HIGHHI

    HANDHOLEHH

    HEEL OF FROG, HEAD FREE RAILHF

    HEXAGONALHEX

    HIGH DENSITY POLY ETHYLENEHDPE

    HEAVY DUTYHD

    HANDICAP, HANDICAPPEDHC

    HOSE BIBBHB

    GALVANIZED STEEL PIPEGSP

    GUARDRAIL/GRADEGR

    GRADING PLANEGP

    GROUNDGND

    GUIDE MARKERGM

    GRADING CONTROL LINEGCL

    GALVANIZEDGALV

    GAUGEGA

    FREEWAYFWY

    FIELD WELDFW

    FOOTINGFTG

    FOOT, FEETFT

    FRAMEFR

    FIBER OPTIC CABLEFOC

    FLOORFLR

    FLOW LINEFL

    FINISH, FINISHEDFIN

    FIRE HYDRANTFH

    FINISHED GRADEFG

    CL

    PAVEMENTPVMT

    POLYVINYL CHLORIDEPVC

    PARKING TICKET MACHINEPTM

    POINTPT

    PARK BY SPACE MACHINEPSM

    POUNDS PER SQUARE INCHPSI

    POINT OF SWITCHPS

    PROPOSEDPROP

    PAIRPR

    PERFORATED PLASTIC PIPEPPP

    PREFORMED PERMEABLE LINEPPL

    POWER POLEPP

    PANELPNL

    PASSENGER NEEDING ASSISTANCEPNA

    PROPERTY LINEP/L

    PLATEPL

    POINT OF INTERSECTION OF TURNOUTPITO

    POTHOLEPH

    PROFILE GRADE LINEPGL

    PAGEPG

    POINT OF FROGPF

    PERMEABLE, PERMANENTPERM

    PERFORATEDPERF

    PEDESTRIANPED

    PULL BOXPB

    OUNCEOZ

    OTHER TRACK MATERIALOTM

    OPPOSITEOPP

    OPENINGOPNG

    OVERPASSOP

    OVERHEADOHD

    OUTSIDE DIAMETEROD

    ORANGE COUNTY TRANSPORTATION AUTHORITYOCTA

    ON CENTEROC

    OVERALLOA

    NOT TO SCALENTS

    NOMINALNOM

    NUMBERNO,

    NOT IN CONTRACTNIC

    NEUTRALNEUT

    NEGATIVENEG

    NORTHBOUNDNB

    NOT APPLICABLEN/A

    NORTHN

    NEW(N)

    MATERIALMTL

    MEAN SEA LEVELMSL

    MILES PER HOURMPH

    MILE POSTMP

    MAINTENANCE OF WAYMOW

    MONUMENTMON

    MODIFIEDMOD

    MAINLINEML

    MISCELLANEOUSMISC

    MINIMUMMIN

    MICROPHONEMIC

    MANHOLEMH

    MANUFACTURERMFG

    METALMET

    MEMBRANEMEM

    MEDIAN, MEDIUMMED

    MECHANICALMECH

    MILL CUTM/C

    MAXIMUMMAX

    MANGANESEMANG

    MAINTENANCEMAINT

    FILTER FABRICFF

    FOUNDATIONFDN

    FACE OF CONCRETEFC

    FUTURE(F)

    EXTERIOREXT

    EXPANSIONEXP

    EXCAVATIONEXC

    EXISTINGEX

    END WALLEW

    EDGE OF TRAVELED WAYETW

    END OF TRACKET

    EASEMENTESMT

    EDGE OF SHOULDER, ENGINEERING STANDARDES

    EQUIPMENTEQUIP

    EQUAL, EQUATIONEQ

    EDGE OF PAVEMENTEP

    ENGINEER, ENGINEERINGENGR

    EMERGENCYEMER

    EMBANKMENTEMB

    ELEVATORELEV

    ELEVATIONEL

    ELECTRICALELEC

    EXPANSION JOINTEJ

    EACH FACEEF

    EACH ENDEE

    END CURB RETURNECR

    END OF BRIDGEEBR

    EASTBOUNDEB

    EACHEA

    EASTE

    EXISTING(E)

    DRAWINGDWG

    DETOURDTR

    DRIVEWAYDRWY

    DRIVEDR

    DOWNDN

    DISTRIBUTIONDIST

    DIRECTIONDIR

    DIMENSIONDIM

    DIAGONALDIAG

    DIAMETERDIA, O

    DROP INLET, DRAINAGE INLETDI

    DENSE GRADED ASPHALT CONCRETEDGAC

    DIRECT FIXATIONDFX

    DETAILDET

    DEPTHDEP

    DELINEATORSDEL

    DEGREE OF CURVEDc

    CUBIC YARDCY

    CONTINUOUSLY WELDED RAILCWR

    COVERCVR

    CURVEDCVD

    CULVERTCULV

    CENTERCTR

    TRAFFIC CONTROL

    CENTER TO CENTER, CENTRALIZEDCTC

    COURTCT

    CORRUGATED STEEL PIPECSP

    CURVECRV

    CALIFORNIA PUBLIC UTILITIES COMMISSIONCPUC

    CONTROL POINT, CLEARANCE POINTCP

    COSINECOS

    COORDINATECOORD

    CONTRACTORCONTR

    CONTINUOUSCONT

    CONSTRUCTIONCONST

    CONNECTIONCONN

    CONCRETECONC

    COMMISSION RIGHT OF WAYCOMM R/W

    COMMUNICATIONSCOMM

    ES1201-01

    A 1 OF 4

    NONE

    1201

    JMMACREVISED ABBREVIATIONS10-02-20A

    HDR 03/31/2011

    STANDARD ABBREVIATIONS

  • 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=> scrrapw01app02$ Date Plotted: 6:37:07 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_6\ES1201-02.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

    ABBREVIATIONSGENERAL

    SYMMETRICALSYMM

    SQUARE YARD(S)SY

    SOUNDWALLSWL

    SIDEWALKSWK

    SWITCHSW

    STRUCTURESTRUCT

    STRUCTURALSTRL

    STRAIGHTSTR

    STEELSTL

    STIFFENERSTIFF

    STANDARDSTD

    STATIONSTA

    STREETST

    STAINLESS STEELSST

    SANITARY SEWERSS

    SQUARESQ

    SPECIFICATIONSPEC

    SERIAL NUMBERS/N

    SWIVEL MOVEABLE JOINTSMC

    SIGNAGE/LIGHTING/PUBLIC ADDRESSSLPA

    SLOPESL

    SINESIN

    SIMILARSIM

    SHEETSHT

    SHOULDERSHLDR

    SUBGRADESG

    SQUARE FEETSF

    SERVICESERV

    SECTIONSECT

    SIDINGSDNG

    STORM DRAIN MANHOLESDMH

    STORM DRAINSD

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYSCRRA

    SCHEDULESCHD

    SOUTHBOUNDSB

    SAN BERNARDINO COUNTY TRANSPORTATION AUTHORITYSBCTA

    SOCIETY OF AUTOMOBILE ENGINEERSAE

    SOUTHS

    RIGHT OF WAYR/W, ROW

    ROADWAY WORKER-IN-CHARGERWIC

    ROUTERTE

    RIGHTRT

    RAILROADRR

    REFERENCE POINTRP

    ROUGH OPENINGRO

    RIGHT HANDRH

    REVISION, REVISEDREV

    REQUIREDREQ'D

    RELOCATE(D)REL

    REINFORCEDREINF

    REFERENCEREF

    RECTANGULARRECT

    ROADWAYRDWY

    ROADRD

    RIVERSIDE COUNTY TRANSPORTATION COMMISSIONRCTC

    REINFORCED CONCRETE PIPERCP

    REINFORCED CONCRETERC

    RAIL BOUND MANGANESERBM

    RADIUSR

    RELOCATED(R)

    QUANTITYQTY

    PLUS OR MINUS, APPROXIMATELY

    TURNOUT - LEFT HAND

    NUMBER 10 HAND OPERATED#10HOTO LH

    TURNOUT - RIGHT HAND

    NUMBER 20 POWER OPERATED#20POTO RH

    YARD(S)YD

    CROSSOVERXOVER, X/O

    CROSSINGXING

    WELDED WIRE MESHWWM

    WELDED WIRE FABRICWWF

    WEIGHTWT

    WELDED SPRING MANGANESEWSM

    WITH RESPECT TOWRT

    WATERPROOFWPF

    WORK POINTWP

    WROUGHT IRONWI

    WESTBOUNDWB

    WITHOUTW/O

    WITHW/

    WESTW

    VISUAL MESSAGE SIGNVMS

    VISUAL MESSAGE BOARDVMB

    VERTICALVERT

    COMMISSION

    VENTURA COUNTY TRANSPORTATIONVCTC

    VARIESVAR

    UTILITYUTIL

    UNIFORM RISERUR

    UNION PACIFIC RAILROADUPRR

    UNDERPASSUP

    UNLESS OTHERWISE NOTEDUON

    UNDERGROUNDUG

    UNDERDRAINUD

    UTILITY BOXUB

    TYPICAL(TYP)

    TICKET VENDING DEVICETVD

    TELEPHONE TERMINAL BOARDTTB

    TRANSITIONTRANS

    TOP OF RAILT/R

    TOP OF WALLTOW

    TOP OF TIETOT

    TOP OF SLOPETOS

    TOP OF PAVEMENTTOP

    TOLERANCETOL

    TOP OF GRATETOG

    TOP OF CURBTOC

    TURNOUTTO, T/O

    TOE LENGTHTL

    TRACKTK

    THICKNESSTHK

    THREADSTHDS

    TRACK FEETTF

    TELEPHONETEL

    TRAIN DESTINATION SIGNTDS

    TRENCH DRAINTD

    TRACK CENTERTC

    TO BE REMOVEDTBR

    TO BE DETERMINEDTBD

    TANGENTTAN

    TOP AND BOTTOMT&B

    ES1201-02

    A 2 OF 4

    NONE

    1201

    JMMACREVISED ABBREVIATIONS10-02-20A

    HDR 03/31/2011

    STANDARD ABBREVIATIONS

  • 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=> scrrapw01app02$ Date Plotted: 6:37:07 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_7\ES1201-03.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

    MON #

    MON #

    MON #

    PITO

    CL OF LAST LONG TIE

    RR MILEPOST MARKER

    100 FT STATIONS

    TICKS AT EVEN

    500 FT STATIONS

    STATION LABELS AT EVEN

    GEOMETRY (TYP)

    IN HORIZ TRACK

    POINT OF CHANGE

    CBCB

    C12 C12

    220+00

    220+00

    ST

    =

    216

    +8

    3.3

    8

    LT

    7

    217

    +2

    7.0

    8

    ML

    1 2

    17

    +2

    7.0

    8

    =

    PS

    #10

    LH

    TO

    TS

    =

    219

    +8

    1.3

    2

    ML

    1 2

    19

    +3

    2

    MP 10

    T T

    SSSS

    SDSD

    XX

    XX

    EQ EQ

    TCTC

    PCPC

    MM

    HH

    DCDC

    DD

    ERER

    PBPB

    MM

    FDP

    CIC

    CER

    TEL

    CMS

    TVD

    SAV

    D###

    CID

    FDP

    CIC

    CER

    TEL

    CMS

    TVD

    SAV

    D###

    CID

    S S

    C/S C/S

    BBBB

    DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED PROPOSEDEXISTING

    PATTERNS

    DESCRIPTION

    BILLBOARD

    BUILDING

    BUMPER

    CATCH BASIN

    NORTH ARROW

    COORDINATE

    CURVE NUMBER

    FLAG POLE

    FLOW

    GRID TICK

    GROUND CONTROL POINT (AERIAL)

    GUY WIRE

    HYDRANT

    HEADWALL

    FLARED END SECTION

    MANHOLE

    PALM TREE

    STORM DRAIN MANHOLE

    POWER POLE

    SANITARY SEWER MANHOLE

    STATION EQUALITY

    TELEPHONE POLE

    TELEPHONE MANHOLE

    SIGN

    TREE

    TREE LINE, SHRUBBERY

    POLE-MOUNTED LUMINAIRE

    ELECTROLIER WITH POLE

    ELECTROLIER WITHOUT POLE

    RAILROAD SIGNAL

    SIGNAL HOUSE

    RAILROAD MILEPOST

    TRAFFIC SIGNAL

    ARM ONLY

    TRAFFIC SIGNAL WITH

    ARM AND POLE

    TRAFFIC SIGNAL WITH

    (HAND-THROW TURNOUT)

    POINT OF SWITCH

    (POWER-OPERATED TURNOUT)

    POINT OF SWITCH

    HORIZONTAL CONTROL POINT

    CONTROL POINT

    HORIZONTAL AND VERTICAL

    VERTICAL CONTROL POINT

    BENCHMARK

    TIME CLOCK

    PHOTOELECTRIC CELL

    STAIRWAY OR RAMP FLOODLIGHT

    UTILITY METER

    TRANSFORMER

    GROUNDING ROD

    GROUND

    CCTV CAMERA

    MICROPHONE

    SPEAKER

    DUAL SPEAKER

    HANDHOLE

    CARD INTERFACE DEVICE

    DISTRIBUTION CABINET (ATTRIBUTED)

    STAND ALONE VALIDATOR

    TICKET VENDING DEVICE

    PUBLIC TELEPHONE

    COMMUNICATIONS EQUIPMENT ROOM

    COMMUNICATIONS INTERFACE CABINET

    FIBER DISTRIBUTION PANEL

    (SURFACE MOUNTED)

    NOISE SENSING MICROPHONE

    PULL BOX

    EQUIPMENT ROOM

    (TVM, VMS, OR CCTV)

    SUBSYSTEM DEVICE

    (INTERMEDIATE CROSS-CONNECT)

    DISTRIBUTION CABINET

    FIBER OPTIC CABLE

    SINGLE MODE OR MULTIMODE

    8 OHM EXTERIOR HORN SPEAKER

    CONVERTER/SWITCH DUAL TX/RX

    SM FIBER TO COPPER MEDIA

    BATTERY BOX

    CCTV, SECURITY MANHOLE

    TELEVISION MANHOLE

    ELECTRIC MANHOLE

    WATER VALVE BOX

    TRAFFIC CONTROL BOX

    STONE/BRICK PAVING

    BALLAST

    TIMBER

    SUBGRADE, EARTH

    SUBBALLAST

    AGGREGATE BASE

    CONCRETE

    PEDESTRIAN CROSSING PANEL

    TACTILE WARNING TILES

    GRADED/LANDSCAPED AREA

    GRADE CROSSING PANELS

    TRACK AND TURNOUT

    TYPICAL ILLUSTRATION OF

    N2,800,500

    CHANGEABLE MESSAGE SIGN

    CROSSING GATE & FLASHERS

    HOT MIX ASPHALT CONCRETE

    FLASHERS

    SWITCH POINT DERAIL

    SP SP

    BD BD

    BI-DIRECTIONAL DERAIL

    EL EL

    TURNOUT WITH ELECTRIC LOCK)

    POINT OF SWITCH (HAND THROW

    SEE SCRRA ES8125 FOR GRADE CROSSING SYMBOLS.

    ES1201-03

    A 3 OF 4

    NONE

    1201

    JMMACREVISED ABBREVIATIONS10-02-20A

    HDR 03/31/2011

    STANDARD SYMBOLS AND PATTERNS

  • 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=> scrrapw01app02$ Date Plotted: 6:37:12 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_8\ES1201-04.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

    ES1201-04

    A 4 OF 4

    NONE

    1201

    ACA

    HDR 03/31/2011

    STANDARD LINESTYLES

    ELECTRIC POWER

    NATURAL GAS

    OIL

    SANITARY SEWER

    STORM DRAIN

    SIGNAL

    TELEPHONE

    CABLE TV

    COMMUNICATIONS

    WATER

    TRENCH DRAIN

    UNDER DRAIN

    COMPRESSED AIR

    TRACK

    EXISTING TRACK RECONSTRUCTION

    RAIL/CONCRETE TIE/BALLAST/HMAC

    RAIL/CONCRETE TIE/BALLAST

    RAIL/TIMBER TIE/ BALLAST

    BALLAST ONLY

    RAIL AND PLATES

    FASTENERS ONLY

    SPOT TIE ONLY

    CONCRETE TIES ONLY

    TIMBER TIES ONLY

    RAIL ONLY

    EE E

    GG G

    SSSS SS

    SDSD SD

    SIG SIG SIG

    TDTD TD

    UDUD UD

    WW

    RECON-R

    RECON-TT

    RECON-CT

    RECON-ST

    RECON-F

    RECON-RP

    RECON-B

    RECON-R/TT/B

    RECON-R/TC/B

    RECON-R/TC/B/HMAC

    AIR AIR AIR

    OTHER COMMON LINESTYLES

    OE OE OE

    OT OT OT

    OTV OTV TV TV TVOTVOTV

    OC OC OC

    OFO OFOOFO

    T

    O O O

    FO FO FO

    02-26-16 REVISED LINE STYLES NDP

    T T

    C C C

    FIBER OPTIC CABLE

    FUTURE TRACK ALIGNMENT

    NEW TRACK ALIGNMENT

    TRACK TO BE SHIFTED

    TRACK TO BE REALIGNED

    TRACK TO BE REMOVED

    EXISTING TRACK

    EXISTING PROPOSED

    SCALE: 1" = 2' OR 1:24

    SCALE: 1" = 20' OR 1:240

    SCALE: 1" = 40' OR 1:480

    SCALE: 1" = 80' OR 1:96

    PROPOSED RETAINING WALL

    EXISTING RETAINING WALL

    PROPOSED GUARDRAIL

    EXISTING GUARDRAIL

    MATCH LINE

    RIGHT OF WAY, EASEMENT, PROPERTY LINE

    CENTERLINE

    PROPOSED SCRRA INTERTRACK FENCE/WWM

    INTERTRACK FENCE/WWMEXISTING SCRRA

    PROPOSED FENCE

    EXISTING FENCE

    OVERHEADEXISTING

    BE REMOVEDOVERHEAD TO

    OVERHEADPROPOSED

    UNDERGROUNDEXISTING

    BE REMOVEDUNDERGROUND TO

    UNDERGROUNDPROPOSED

    UTILITY

    UTILIT

    Y

    LIN

    E

    ST

    YL

    ES

    W

    - WATER

    - TELEPHONE/CABLE/COMMUNICATIONS/FIBER OPTIC

    - SEWER

    - FUEL

    - NATURAL GAS

    - ELECTRICAL

    NOTE:

    BLUE

    PURPLE

    ORANGE

    BROWN

    GREEN

    RED

    COLORS USED SHALL BE AS PER CALTRANS AND SHALL BE:

    REVIEW AND APPROVAL BY SCRRA AND UTILITY COMPANIES. THE

    UTILITY MAPS SHALL BE PLOTTED IN COLOR FOR VERIFICATION,

  • ENGINEERING STANDARD DRAWINGS

    34"

    "

    22"

    ¾"

    1?" ½"

    ES1211

    A 1 OF 1

    NONE

    121104/12/02A. CARLOS

    ACA

    STANDARD TITLE BLOCKS

    CONTRACT DRAWINGS

    11-16-16 REVISED CONTRACT DRAWING BORDER NDP

    REV. DATE

    INFORMATION CONFIDENTIAL:

    All plans, drawings, specifi-

    cations, and or information

    furnished herewith shall

    remain the property of the

    the Southern California

    Regional Rail Authority and

    shall be held confidential;

    and shall not be used for

    any purpose not provided

    for in agreements with the

    Southern California Regional

    Rail Authority.

    APP.BY

    SUB.

    DESIGNED BY

    DRAWN BY

    CHECKED BY

    APPROVED BY

    DATE

    CONTRACT NO.

    REVISION SHEET NO.

    DRAWING NO.

    SCALE

    1/6/2

    02

    16:3

    7:1

    5

    PM

    f:\

    bm

    s\scrra-p

    w-01\ics_

    user\

    dm

    s005

    25\

    Pentable-ics2.t

    bl

    C:\

    Progra

    m

    Files (x8

    6)\

    Co

    mm

    on Files\InterPlot\IP

    LO

    T\

    bin\iplotdrvn.plt

    \\scrrap

    w01app02\iC

    S_

    pdf_

    work_

    dir\

    56\

    48

    8_

    9\

    ES

    12

    11.d

    gn

    User

    Na

    me

    => scrrap

    w01app02

    $

    SUBMITTED:

    APPROVED:

    PROJECT MANAGER

    34"

    ?"

    ½"

    22"

    "

    ½"

    1?"

    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=> scrrapw01app02$ Date Plotted: 6:37:15 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_9\ES1211.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & 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=> scrrapw01app02$ Date Plotted: 6:37:15 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_9\ES1211.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & 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=> scrrapw01app02$ Date Plotted: 6:37:35 PM1/6/2021 Plot Driver=> C:\Program Files (x86)\Common Files\InterPlot\IPLOT\bin\iplotdrvn.plt FileName=> \\scrrapw01app02\iCS_pdf_work_dir\56\488_10\ES1212.dgn

    ENGINEERING STANDARDS

    900 WILSHIRE BLVD., SUITE 1500, L. A., CA. 90017

    SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

    ASSISTANT DIRECTOR, DESIGN

    PRINCIPAL ENGINEER, DESIGN & STANDARDS

    NOTES:TEXT

    SPACING

    UNRELATED LINE

    TEXT HEIGHT

    TEXT HEIGHT

    TEXT HEIGHT X ½

    TEXT HEIGHT X 1.5 4.

    3.

    2.

    1.

    234567890ABCDEFGH IKLMNOPQRSTUVW XYZ&

    1

    @

    ES1212

    B 1 OF 1

    NONE

    121204/12/02A. CARLOS

    ACA

    OTHERWISE SPECIFIED ON SIGN STANDARD.

    USE TEXT SPACING PATTERN ON THIS SHEET UNLESS

    3M BLACK.

    ALL LETTERS AND NUMERALS SHALL BE AVERY DENNISON OR

    SPACE ON THE SIGN. HEIGHT SHALL NOT BE ADJUSTED.

    NARROWER THAN ILLUSTRATED IF NEEDED TO FIT AVAILABLE

    LETTERS AND NUMERALS MAY BE MADE PROPORTIONALLY

    ALL SIGNS UNLESS OTHERWISE SPECIFIED ON SIGN STANDARD.

    "ARIAL BOLD" LETTERS AND NUMERALS SHALL BE USED ON

    03-22-13 REVISED NOTE 3 NDP

    LETTERING FOR SIGNSACB 09-25-20 REVISED NOTES, NUMBER 1 & ADDED LETTER "I" JMM

    J

    ES1101 - Rev AES1101Referencesbdr, dsizeborder.dgn, Default

    ES1102 - Rev AES1102Referencesbdr, dsizeborder.dgn, Default

    ES1103 - Rev BES1103Referencesbdr, dsizeborder.dgn, Default

    ES1201-01 - Rev AES1201-01Referencesbdr, dsizeborder.dgn, Default

    ES1201-02 - Rev AES1201-02Referencesbdr, dsizeborder.dgn, Default

    ES1201-03 - Rev AES1201-03Referencesbdr, dsizeborder.dgn, Default

    ES1201-04 - Rev AES1201-04Referencesbdr, dsizeborder.dgn, Default

    ES1211 - Rev AES1211Referencesbdr, dsizeborder.dgn, Defaultbdr-1, dsizeborder.dgn, Defaultbdr-2, dsizeborder.dgn, Default

    ES1212 - Rev BES1212Referencesbdr, dsizeborder.dgn, Default