9
DIRECTOR OF ENGINEERING AND CONSTRUCTION ENGINEERING STANDARDS 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. 03/31/2011 UserName=> carlosa Date Plotted: 2:18:54 PM 10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\1000\ES1101.dgn ASSISTANT DIRECTOR: STANDARDS & DESIGN ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY 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 HD HC HB HIGHWAY HEADWALL HEIGHT HIGH STRENGTH HANDRAIL HIGH POINT HORIZONTAL HOT MIX ASPHALT CONCRETE HIGH HANDHOLE HEXAGONAL 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 TRANS TOW TOT TOS TOR TOP TOL TOG TOC TO TF TEL TDS TD TC TBD TAN T&B TELEPHONE TERMINAL BOARD 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 CROSSING 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 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 TVM TYPICAL TICKET VENDING MACHINE ES1101 - 1 OF 1 1101 XX XX REVISION XX-XX-XX X A. CARLOS NTS CIVIL & TRACK GENERAL ABBREVIATIONS

ENGINEERING STANDARDS - Metrolink · 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

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Page 1: ENGINEERING STANDARDS - Metrolink · 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

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: 2:18:54 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\1000\ES1101.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

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

HD

HC

HB

HIGHWAY

HEADWALL

HEIGHT

HIGH STRENGTH

HANDRAIL

HIGH POINT

HORIZONTAL

HOT MIX ASPHALT CONCRETE

HIGH

HANDHOLE

HEXAGONAL

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

TRANS

TOW

TOT

TOS

TOR

TOP

TOL

TOG

TOC

TO

TF

TEL

TDS

TD

TC

TBD

TAN

T&B

TELEPHONE TERMINAL BOARD

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

CROSSINGXING

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

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

TVM

TYPICAL

TICKET VENDING MACHINE

ES1101

- 1 OF 1

1101

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

CIVIL & TRACK

GENERAL ABBREVIATIONS

Page 2: ENGINEERING STANDARDS - Metrolink · 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

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: 2:50:45 PM3/18/2014 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES1102_revA.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

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

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

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 COMMUNICATIONS

SIGNAL, 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

Page 3: ENGINEERING STANDARDS - Metrolink · 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

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: 2:50:46 PM3/18/2014 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES1103_revA.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

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

TS

TMS

TMGB

TLK

TH

TGB

TDR

TCK

TUBULAR SHEET

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

A 1 OF 1

1103

ACA

A. CARLOS

NTS

ARCHTECTURAL & ENGINEERING

GENERAL 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

Page 4: ENGINEERING STANDARDS - Metrolink · 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

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: 2:18:55 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\1000\ES1201-01.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

/#

ABBREVIATIONSGENERAL

NOTES:

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

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

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 PASSENGER TERMINALLAUPT

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

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

AND VERTICAL ALIGNMENT ABBREVIATIONS.

SEE SCRRA ES2201 AND ES2202-01 FOR HORIZONTAL

FILTER FABRICFF

FOUNDATIONFDN

FACE OF CONCRETEFC

FUTURE(F)

EXTERIOREXT

EXPANSIONEXP

EXCAVATIONEXC

EXISTINGEX

END WALLEW

EDGE OF TRAVELLED 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

EMPLOYEE IN CHARGEEIC

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

- 1 OF 4

NONE

1201

STANDARD ABBREVIATIONSXXXXREVISIONXX-XX-XXX

HDR

Page 5: ENGINEERING STANDARDS - Metrolink · 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

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: 2:18:56 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\1000\ES1201-02.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ABBREVIATIONSGENERAL

NOTES:

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

STAND ALONE VALIDATORSAV

SAN BERNARDINO ASSOCIATED GOVERNMENTSSANBAG

SOCIETY OF AUTOMOBILE ENGINEERSAE

SOUTHS

RIGHT OF WAYR/W

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

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 MACHINETVM

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

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

AND VERTICAL ALIGNMENT ABBREVIATIONS.

SEE SCRRA ES2201 AND ES2202-01 FOR HORIZONTAL

ES1201-02

- 2 OF 4

NONE

1201

STANDARD ABBREVIATIONSXXXXREVISIONXX-XX-XXX

HDR

Page 6: ENGINEERING STANDARDS - Metrolink · 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

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: 2:18:56 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\1000\ES1201-03.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

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

MON #

MON #

MON #

EQ EQ

TCTC

PCPC

MM

HH

DCDC

DD

ERER

PBPB

MM

FDP

CIC

CER

TEL

CMS

TVM

SAV

D###

CID

FDP

CIC

CER

TEL

CMS

TVM

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 MACHINE

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

- 3 OF 4

NONE

1201

STANDARD SYMBOLS AND PATTERNSXXXXREVISIONXX-XX-XXX

HDR

Page 7: ENGINEERING STANDARDS - Metrolink · 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

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: 8:46:13 AM5/12/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES1201-04_revA.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ENGINEERING STANDARDS

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

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,

Page 8: ENGINEERING STANDARDS - Metrolink · 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

34"

"

22"

ƒ"

1‰" •"

34"

1‰" Ž"

•"

22"

2•

"

•"

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: 9:08:17 AM11/16/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\1000\ES1211_revA.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ENGINEERING STANDARDS

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

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: 9:08:17 AM11/16/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\1000\ES1211_revA.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ENGINEERING STANDARDS

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ENGINEERING STANDARD DRAWINGS

ES1211

A 1 OF 1

NONE

121104/12/02A. CARLOS

ACA

STANDARD TITLE BLOCKS

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

11/16/2

016

9:0

8:1

7

AM

S:\

Plot Driv

ers\

Pen

Table\

PlotSta

mp.t

bl

S:\

Plot Driv

ers\

practic

e_

pdf.plt

S:\

V8

EngStds\

1000\

ES

12

11_rev

A.d

gn

User

Na

me

=> carlosa

SUBMITTED:

APPROVED:

PROJECT MANAGER

CONTRACT DRAWINGS

11-16-16 REVISED CONTRACT DRAWING BORDER NDP

Page 9: ENGINEERING STANDARDS - Metrolink · 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

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: 2:18:59 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\1000\ES1212.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:TEXT

SPACING

UNRELATED LINE

TEXT HEIGHT

TEXT HEIGHT

TEXT HEIGHT X �

TEXT HEIGHT X 1.55.

4.

3.

2.

1.

OTHERWISE SPECIFIED ON SIGN STANDARD.

USE TEXT SPACING PATTERN ON THIS SHEET UNLESS

THE LETTER "I" AND THE NUMERAL "1" ARE IDENTICAL.

"SCOTCH PLUS" NON-REFLECTIVE.

ALL LETTERS AND NUMERALS SHALL BE BLACK 3M 3650-12

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

234567890ABCDEFGHJKLMNOPQRSTUVW XYZ&

I

@

ES1212

- 1 OF 1

NONE

1212

LETTERING FOR SIGNS

A. CARLOS

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