DISCLAIMER
SCRRA Engineering Standards are intended for SCRRA approved uses only. FOR NON-SCRRA APPROVED USES: SCRRA and its member agencies, directors, officers, employees and/or agents shall
not be responsible for the accuracy or completeness of the data or information contained herein. The selection and use of these standards, while designed in accordance with generally accepted
engineering principles and practices, is the sole responsibility of the user and should not be used without consulting a registered professional engineer. All warranties and representations of any kind are
disclaimed. Anyone making use of this information agrees that it assumes all liability arising from such use. No part of these standards should be reproduced or distributed in any form or by any means
without the prior written permission of SCRRA. All rights reserved.
Since revisions or additions to the engineering standards may occur at any time, the user agrees to indemnify, defend, by counsel satisfactory to SCRRA and Member Agency, and hold harmless SCRRA,
Member Agencies, and Operating Railroad, and their respective officers, commissioners, employees, agents, successors and assigns. ("Indemnitees"), and each of them to the maximum extent allowed
by law, from and against all loss, liability, claims, demands, suits, liens, claims of lien, damages (including incidental consequential damages), costs and expenses (including, without limitation, any fines,
penalties, judgments, actual litigation expenses and experts' and actual attorneys' fees), that are incurred by or asserted against Indemnitees arising out of or connected in any manner with the user's use
of outdated engineering standards.
Updating the contents of the manual is a continued process, and revisions/replacements are issued periodically. Questions, comments, and proposed recommendations for changes may be sent to
SCRRA at 279 E. Arrow Highway, Suite A, San Dimas, CA 91773.
TRACK GEOMETRY - HORIZONTAL
GENERAL, CIVIL AND TRACK
CC
CS
COMPOUND CURVATURE
POINT OF CHANGE FROM CIRCULAR CURVE TO SPIRAL
k1
k2
TANGENT DISTANCE OF SHIFTED PC REFERRED TO THE TS
TANGENT DISTANCE OF SHIFTED PT REFERRED TO THE ST
Lc
TOTAL LENGTH OF CIRCULAR CURVE FROM PC TO PT
OR SC TO CS
LENGTH OF COMPOUND SPIRAL FROM CS TO SC
LENGTH OF SPIRAL FROM TS TO SC
LENGTH OF SPIRAL FROM CS TO ST
Lsc
Ls1
Ls2
p1
p2
PC
PCC
PI
POC
POS
POT
PRC
PS
PT
OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED
CIRCLE OF SPIRALIZED CURVE
OFFSET FROM INITIAL TANGENT TO PT OF THE SHIFTED
CIRCLE OF SPIRALIZED CURVE
POINT OF CURVATURE/POINT OF CHANGE FROM TANGENT
TO CIRCULAR CURVE
POINT OF COMPOUND CURVE
POINT OF INTERSECTION
POINT ON CIRCULAR CURVE
POINT ON SPIRAL
POINT ON TANGENT
POINT OF REVERSE CURVATURE
POINT OF SWITCH
POINT OF TANGENCY/POINT OF CHANGE FROM CIRCULAR
CURVE TO TANGENT
SC
SS
ST
SPO
POINT OF CHANGE FROM SPIRAL TO CIRCULAR CURVE
POINT OF CHANGE FROM ONE SPIRAL
POINT OF CHANGE FROM SPIRAL TO TANGENT
POINT ON ORIGIN OF COMPOUND SPIRAL
Ts1
Ts2
TS
TANGENT DISTANCE FROM TS TO PI
TANGENT DISTANCE FROM ST TO PI
POINT OF CHANGE FROM TANGENT TO SPIRAL
Xs1
Xs2
TANGENT OFFSET AT THE SC
TANGENT OFFSET AT THE CS
Ys1
Ys2
c
c1
c2
s1
s2
sc
TANGENT DISTANCE AT THE SC
TANGENT DISTANCE AT THE CS
TOTAL CENTRAL ANGLE OF THE SPIRALIZED CURVE
CENTRAL ANGLE OF CIRCULAR CURVE (Lc) FROM SC TO CS
CENTRAL ANGLE OF FIRST CIRCULAR CURVE OF
COMPOUND CURVATURE
CENTRAL ANGLE OF SECOND CIRCULAR CURVE OF
COMPOUND CURVATURE
CENTRAL ANGLE OF SPIRAL LENGTH Ls1 OR SPIRAL
ANGLE OF FIRST SPIRAL IN SPIRALIZED CURVE
CENTRAL ANGLE OF SPIRAL LENGTH Ls2 OR SPIRAL
ANGLE OF SECOND SPIRAL IN SPIRALIZED CURVE
CENTRAL ANGLE OF COMPOUND SPIRAL OR COMPOUND
SPIRAL ANGLE FROM CS TO SC
TRACK GEOMETRY - VERTICAL
BVC
BEGIN VERTICAL CURVE
Ea
EVC
SUPERELEVATION IN INCHES
END VERTICAL CURVE
PCVC
PIVC
POVC
POVT
POINT OF COMPOUND VERTICAL CURVE
POINT OF INTERSECTION OF TWO PROFILE TANGENTS
POINT ON VERTICAL CURVE
POINT ON VERTICAL TANGENT
U
UNBALANCED SUPERELEVATION IN INCHES
VC
VERTICAL CURVE
DRAWN BY:
AB
ABM
ABN
ABUT
AC
AD
ADJ
AHD
ALIGN
ALT
APPROX
ARCH
AS
ASPH
AVE
AVM
AGGREGATE BASE
AIR-BLOWN MORTAR
ABANDON
ABUTMENT
ASPHALTIC CONCRETE
AREA DRAIN
ADJUSTABLE
AHEAD
ALIGNMENT
ALTERNATE
APPROXIMATE
ARCHITECTURAL
AGGREGATE SUBBASE
ASPHALT
AVENUE
ADD VALUE MACHINE
BAA
BBR
BCR
BEG
BK
BKF
BLDG
BLST
BLVD
BM
BOC
BOT
BOW
BR
BS
BOARDING ASSISTANCE AREA
BEGINNING OF BRIDGE
BEGIN CURB RETURN
BEGIN
BACK
BACKFILL
BUILDING
BALLAST
BOULEVARD
BENCHMARK
BOTTOM OF CURB
BOTTOM
BOTTOM OF WALL
BRIDGE
BOTTOM OF SLOPE
CAB
CALP
CAP
CB
CEM
CF
CG
CIP
CJ
CL
CLK
CLR
CMP
CMU
CND
CNTR
CO
COC
COL
COMM
CONC
CONN
CONST
CONT
COORD
CP
CRV
CSP
CT
CTR
CULV
CVR
CWR
CY
CABINET
CORRUGATED ALUMINUM PIPE
CAPACITY
CATCH BASIN
CEMENT
CUBIC FEET
CENTER OF GRAVITY
CAST IN PLACE
CONSTRUCTION JOINT
CENTER LINE
CHAIN LINK
CLEAR
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CONDUIT
COUNTER
CLEANOUT
CENTER ON CENTER
COLUMN
COMMUNICATIONS
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
COORDINATE
CONTROL POINT
CURVE
CORRUGATED STEEL PIPE
COURT
CENTER
CULVERT
COVER
CONTINUOUS WELDED RAIL
CUBIC YARDS
DEL
DEP
DET
DFX
DGAC
DELINEATORS
DEPTH
DETAIL
DIRECT FIXATION
DENSE GRADED ASPHALT
CONCRETE
DRAINAGE INLET
DIAMETER
DIAGONAL
DIMENSION
DI
DIA
DIAG
DIM
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:54 PM
XX
ENG.
(E)
E
EA
EB
EBR
ECR
EE
EF
EIC
EJ
ELEC
EL
ELEV
EMB
EMER
ENGR
EP
EQ
EQUIP
ES
ESMT
ETW
EW
EXC
EXP
EXT
DIRECTION
DISTRIBUTION
DOWN
DRIVE
DRIVEWAY
DETOUR
DRAWING
EXISTING
EAST
EACH
EASTBOUND
END OF BRIDGE
END CURB RETURN
EACH END
EACH FACE
EMPLOYEE IN CHARGE
EXPANSION JOINT
ELECTRICAL
ELEVATION
ELEVATOR
EMBANKMENT
EMERGENCY
ENGINEERING
EDGE OF PAVEMENT
EQUATION
EQUIPMENT
EDGE OF SHOULDER
EASEMENT
EDGE OF TRAVELED WAY
END WALL
EXCAVATION
EXPANSION
EXTERIOR
(F)
FC
FDN
FF
FG
FH
FIN
FL
FLR
FOC
FR
FT
FTG
FWY
FUTURE
FACE OF CONCRETE
FOUNDATION
FILTER FABRIC
FINISHED GRADE
FIRE HYDRANT
FINISH
FLOW LINE
FLOOR
FIBER OPTIC CABLE
FRAME
FEET
FOOTING
FREEWAY
GA
GALV
GCL
GM
GND
GP
GR
GSP
GAUGE
GALVANIZED
GRADING CONTROL LINE
GUIDE MARKER
GROUND
GRADING PLANE
GUARDRAIL
GALVANIZED STEEL PIPE
HB
HC
HD
HEX
HH
HI
HMAC
HOR
HP
HR
HS
HT
HW
HWY
HOSE BIBB
HANDICAP
HEAVY DUTY
HEXAGONAL
HANDHOLE
HIGH
HOT MIX ASPHALT CONCRETE
HORIZONTAL
HIGH POINT
HANDRAIL
HIGH STRENGTH
HEIGHT
HEADWALL
HIGHWAY
ID
IE
IN
INSIDE DIAMETER
INVERT ELEVATION
INCHES
INSUL
INT
INV
IR
INSULATION
INTERIOR
INVERT
INSIDE RADIUS
JB
JT
JUNCTION BOX
JOINT
LB
LF
LG
LGT
LGTH
LH
LN
LOC
LOL
LP
LPL
LT
LTG
LVL
POUNDS
LINEAL FEET
LONG
LIGHT
LENGTH
LEFT-HAND
LANE
LOCATION
LAYOUT LINE
LOW POINT
LIGHT POLE
LEFT
LIGHTING
LEVEL
MAX
MECH
MED
MEM
MET
MH
MIC
MIN
MISC
MOD
MON
MOW
MP
MPH
MSL
MTL
MAXIMUM
MECHANICAL
MEDIAN
MEMBRANE
METAL
MANHOLE
MICROPHONE
MINIMUM
MISCELLANEOUS
MODIFIED
MONUMENT
MAINTENANCE OF WAY
MILEPOST
MILES PER HOUR
MEAN SEA LEVEL
MATERIAL
(N)
N
N/A
NB
NEG
NEUT
NIC
NO
NOM
NTS
NEW
NORTH
NOT APPLICABLE
NORTHBOUND
NEGATIVE
NEUTRAL
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OA
OC
OD
OHD
OP
OPNG
OPP
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
OVERPASS
OPENING
OPPOSITE
PB
PED
PERM
PERF
PG
PGL
PH
PL
P/L
PNA
PNL
PP
PPL
PPP
PR
PSI
PSM
PULL BOX
PEDESTRIAN
PERMEABLE
PERFORATED
PAGE
PROFILE GRADE LINE
POTHOLE
PLATE
PROPERTY LINE
PASSENGER NEEDING ASSISTANCE
PANEL
POWER POLE
PREFORMED PERMEABLE LINE
PERFORATED PLASTIC PIPE
PAIR
POUNDS PER SQUARE INCH
PARK BY SPACE MACHINE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
PT
PTM
PVC
PVMT
POINT
PARKING TICKET MACHINE
POLYVINYL CHLORIDE
PAVEMENT
(R)
R
RC
RCP
RD
RDWY
RECT
REF
REINF
REL
REQD
REV
RH
RO
RP
RR
RT
RTE
RW
ROW
RELOCATED
RADIUS
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
ROAD
ROADWAY
RECTANGULAR
REFERENCE
REINFORCED
RELOCATE
REQUIRED
REVISION
RIGHT-HAND
ROUGH OPENING
REFERENCE POINT
RAILROAD
RIGHT
ROUTE
RETAINING WALL
RIGHT-OF-WAY
S
SAV
SB
SCHD
SD
SDMH
SECT
SERV
SF
SG
SHLDR
SHT
SIM
SL
SLPA
SPEC
SQ
SS
SST
ST
STA
STD
STIFF
STL
STRL
STRUCT
SW
SWL
SWK
SY
SYMM
SOUTH
STAND ALONE VALIDATOR
SOUTH BOUND
SCHEDULE
STORM DRAIN
STORM DRAIN MANHOLE
SECTION
SERVICE
SQUARE FEET
SUBGRADE
SHOULDER
SHEET
SIMILAR
SLOPE
SIGNAGE/LIGHTING/
PUBLIC ADDRESS
SPECIFICATION
SQUARE
SANITARY SEWER
STAINLESS STEEL
STREET
STATION, ALIGNMENT
STANDARD
STIFFENER
STEEL
STRUCTURAL
STRUCTURE
SWITCH
SOUNDWALL
SIDEWALK
SQUARE YARDS
SYMMETRICAL
T&B
TAN
TBD
TC
TD
TDS
TEL
TF
TO
TOC
TOG
TOL
TOP
TOR
TOS
TOT
TOW
TRANS
TTB
TOP AND BOTTOM
TANGENT
TO BE DETERMINED
TOP OF CONCRETE
TRENCH DRAIN
TRAIN DESTINATION SIGN
TELEPHONE
TRACK FEET
TURNOUT
TOP OF CURB
TOP OF GRATE
TOLERANCE
TOP OF PAVEMENT
TOP OF RAIL
TOP OF SLOPE
TOP OF TIE
TOP OF WALL
TRANSITION
TELEPHONE TERMINAL BOARD
TVM
TYP
TICKET VENDING MACHINE
TYPICAL
UB
UD
UG
UON
UP
UTIL
UTILITY BOX
UNDERDRAIN
UNDERGROUND
UNLESS OTHERWISE NOTED
UNDERPASS
UTILITY
VAR
VERT
VMB
VMS
VARIES
VERTICAL
VISUAL MESSAGE BOARD
VISUAL MESSAGE SIGN
W
W/
W/O
WB
WP
WPF
WRT
WT
WWF
WWM
WEST
WITH
WITHOUT
WESTBOUND
WORK POINT
WATERPROOF
WITH RESPECT TO
WEIGHT
WELDED WIRE FABRIC
WELDED WIRE MESH
XING
CROSSING
YD
YARDS
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
DIR
DIST
DN
DR
DRWY
DTR
DWG
ENGINEERING STANDARDS
1101
SCALE:
NTS
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1101.dgn
GENERAL ABBREVIATIONS
CIVIL & TRACK
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES1101
STATION COMMUNICATIONS
ACS
ADVANCED COMMUNICATION SYSTEM
BER
BIT-ERROR RATE
CC
CCF
CCTV
CER
CIC
CID
CSMH
CST
DC
DDS
DSO
COMMUNICATIONS CABINET
CENTRAL CONTROL FACILITY
CLOSED CIRCUIT TELEVISIONVIDEO SECURITY
COMMUNICATIONS EQUIPMENT ROOM
COMMUNICATIONS INTERFACE
CABINETS
CARD INTERFACE DEVICE
COMMUNICATIONS SYSTEM
MANHOLE
COMBINED SYSTEM TRUNK
DISTRIBUTION CABINET
DEDICATED DIGITAL SERVICE
SINGLE DATA CHANNEL OF
56-65 Kbps
E&M
E-LAN
EOS
EPL
EVC
EVPL
EVPLAN
EAR AND MOUTH
ETHERNET LAN
ETHERNET OVER SONET
ETHERNET PRIVATE LINE
ETHERNET VIRTUAL CIRCUIT
ETHERNET VIRTUAL PRIVATE LINE
ETHERNET VIRTUAL PRIVATE LAN
FDP
FO
FOC
FPS
FSE
FIBER DISTRIBUTION PANEL
FIBER OPTIC
FIBER OPTIC CABLE
FRAME PER SECOND
FIBER SLACK ENCLOSURE
GBIC
GBPS
GRP
GRS
GUI
GIGABIT INTERFACE CONVERTER
GIGABITS PER SECOND
GLASS REINFORCED PLASTIC ROD
GALVANIZED RIGID STEEL
GRAPHICAL USER INTERFACE
PA
PAS
PDA
PDU
PLC
PSTN
PUBLIC ADDRESS
PUBLIC ADDRESS SYSTEM
PERSONAL DIGITAL ASSISTANT
POWER DISTRIBUTION UNIT
PROGRAMMABLE LOGIC CONTROLLER
PUBLIC SWITCHING TELEPHONE
NETWORK
PROTECTED TERMINAL BLOCKS
PUSH TO TALK
PRIVATE VIRTUAL CIRCUIT
PTB
PTT
PVC
QOS
KILO BITS PER SECOND
LAN
LCD
LDF
LID
LOCAL AREA NETWORK
LIQUID CRYSTAL DISPLAY
LOCAL DISTRIBUTION FRAME
LOCAL INJECTION AND DETECTION
(FUSION SPLICING)
LOCAL PAGING MICROPHONE
LPM
Mbps
MDF
MDPE
MEF
MM
MMFOC
MOPE
MS
MSPP
AGENCIES, ORGANIZATIONS AND CODES
AK
AMPL
ATCS
CATH
CBEL
CBUR
CGIL
CMIL
CMPK
CMV
CPA
CRWC
CSB
CSC
CSJ
CSM
CSCL
CSSF
CSV
AASHTO
DAX
EMS
APPROACH TRACK INDICATION
RPR
RTU
RESILIENT PACKET RING
REMOTE TERMINAL UNIT
(COMMUNICATIONS)
SCC
SFX
STATION COMMUNICATION CABINET
SMALL FORM (PLUGGABLE) CROSSCONNECT
SERVICE LEVEL AGREEMENT
SINGLE MODE
SINGLE-MODE FIBER OPTIC CABLE
SIMPLE NETWORK MANAGEMENT
PROTOCOL
SYNCHRONOUS OPTICAL NETWORK
SWITCHED POWER DISTRIBUTION UNIT
SLA
SM
SMFOC
SNMP
SONET
SPDU
SINGLE DATA CHANNEL OF 1.544 Mbps
A MULTIPLEXING DEVICE BY WHICH A
SINGLE T1 CHANNEL IS UTILIZED TO
PROVIDE DSO CHANNELS
TIME DIVISION MULTIPLEXING
TDM
UP-LINK
UPS
UPSR
UTP
1000 MBPS SWITCH EXPANSION PORTS
UNINTERRUPTIBLE POWER SUPPLY
UNIDIRECTIONAL PATH SWITCH RING
UNSHIELDED TWISTED PAIR
VCAT
VLAN
VPN
VIRTUAL CONCATENATION
VIRTUAL LOCAL AREA NETWORK
VIRTUAL PRIVATE NETWORK
AMPLIFIER
ADVANCE TRAIN CONTROL SYSTEM
DOWNSTREAM ADJACENT CROSSING
EMERGENCY ALARM CONTROL
CIRCUITS
BER
BPF
BS
CCF
CRC
CSU
CTC
CTCSS
FLT
FR
SIGNAL FLEETING
FLASHER RELAY
GCR
GD
GE
GPR
GATE CONTROL RELAY
GATE DOWN
GREEN SIGNAL LAMP
GATE REPEATER RELAY
(GATE IN UP POSITION)
LOS
LOSS OF SHUNT
NGHS
NGK
NJSP
NWK
NWP
NWR
NWS
NORTHWARD SIGNAL REQUEST
NORTHWARD SIGNAL CLEAR
INDICATION
DUAL SELECTOR LEVER
NORMAL SWITCH INDICATION
NORMAL SWITCH POINT POSITION
NORMAL SWITCH CONTROL RELAY
NORMAL SWITCH REQUEST
RE
RWK
RWP
RWR
RWS
RED SIGNAL LAMP
REVERSE SWITCH INDICATION
REVERSE SWITCH POINT POSTION
REVERSE SWITCH CONTROL RELAY
REVERSE SWITCH REQUEST
BIT ERROR RATE
BAND PASS FILTER
BASE STATION
CENTRAL CONTROL FACILITY
CYCLIC REDUNDANCY CHECKS
CHANNEL SERVICE UNIT
CENTRALIZED TRAIN CONTROL
CONTINUOS-TONE-CODED
SQUELCH SYSTEM
NETWORK INTERFACE DEVICE
NETWORK MANAGEMENT SYSTEM
NETWORK TIME PROTOCOL
NETWORK VIDEO RECORDER
OCC
OSP
OPERATION CONTROL CENTER
OUTSIDE PLANT
WA
WAN
WAP
WCM
WORK AREA
WIDE AREA NETWORK
WIRELESS APPLICATION PROTOCOL
WAYSIDE COMMUNICATIONS
MANAGER
A. CARLOS
DATE:
DATE
UserName=> carlosa
DESCRIPTION
Date Plotted: 10/5/2011
TIA
TELECOMMUNICATIONS INDUSTRY ASSOC
UBC
UL
UPC
UPRR
UNIFORM BUILDING CODE
UNDERWRITERS LABORATORIES
UNIFORM PLUMBING CODE
UNION PACIFIC RAILROAD
ANSI
APWA
AREA
AREMA
ASTM
ATT
dB
dBm
dBW
DBU
DED
DSU
DECIBEL
DECIBEL REFERENCED TO A
MILLIWATT
DECIBEL REFERENCED TO A WATT
DIAL BACKUP
DRAGGING EQUIPMENT DETECTOR
DATA SERVICE UNIT
ERP
EFFECTIVE RADIATED POWER
FAT
FDP
FEC
FM
FO
FPP
FR
FACTORY ACCEPTANCE TEST
FIBER DISTRIBUTION PANEL
FORWARD ERROR CONNECTION
FREQUENCY MODULATION
FIBER OPTIC
FIBER PATCH PANEL
FRAME RELAY
GMSK
GPS
GAUSSIAN MINIMUM SHIFT KEYING
GLOBAL POSITIONING SYSTEM
CCSF
COSM
COSCL
SOUTHWARD SIGNAL REQUEST
SOUTHWARD SIGNAL CLEAR
INDICATION
TEK
TK
TOB
SIGNAL IN TIME INDICATION
OS TRACK INDICATION
TON PER OPERATIVE BRAKE
ISDN
INTERGRATED SERVICES DIGITAL NETWORK
KO
KVM
KEYBOARD OPERATOR
KEYBOARD VIDEO MOUSE
CITY AND COUNTY OF SAN FRANCISCO
COUNTY OF SAN MATEO
COUNTY OF SANTA CLARA
AWG
AWS
BART
BNSF
CALCAS
CALDAG
CALTRANS
CCR
CEC
CPUC
EIA
FAA
FCC
FRA
JPB
MUTCD
NEC
NEMA
NFPA
PCJPB
PG&E
SAMTRANS
SBC
SCRRA
SCVTA
UAX
UPSTREAM ADJACENT CROSSING
MAS
MC
MDF
XX
DES.
2:18:54 PM
XX
ENG.
MULTIPLE ADDRESSING SCHEME
MEDIA CONVERTER
MAIN DISTRIBUTION FRAME
WBC
SWITCH CONTROL RELAY BACK
CHECK
NIC
NMS
NETWORK INTERFACE CARD
NETWORK MANAGEMENT SYSTEM
XR
CROSSING CONTROL RELAY
RF
RX
RADIO FREQUENCY
RECEIVE
YE
YELLOW SIGNAL LAMP
SPKR
SINAD
SVR
SPEAKER
SIGNAL TO NOISE AND DISTORTION
SERVER
TC/C
TCT
TX
TRAIN CONTROLS AND COMMUNICATION
TRAIN CONTROL TRENCH
TRANSMITTER
UHF
ULTRA HIGH FREQUENCY
VHF
VHLC
VERY HIGH FREQUENCY
VITAL HARMON LOGIC CONTROLLER
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
SPR
SPTC
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
REVISION
SVP
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
ASSOCIATION OF AMERICAN RAILRAODS
AMERICAN CONCRETE INSTITUTE
AMERICANS WITH DISABILITIES ACT
NATIONAL RAILROAD PASSENGER
CORPORATION
AMERICAN NATIONAL STANDARDS
INSTITUTE
AMERICAN PUBLIC WORKS ASSOCIATION
AMERICAN RAILWAY ENGINEERING
ASSOCIATION
AMERICAN RAILWAY ENGINEERING AND
MAINTENANCE OF WAY ASSOCIATION
AMERICAN SOCIETY FOR TESTING AND
MATERIALS
ATLANTIC TELEPHONE AND TELEGRAPH
COMPANY
AMERICAN WIRE GAUGE
AMERICAN WELDING SOCIETY
BAY AREA RAPID TRANSIT (DISTRICT)
BURLINGTON NORTHERN SANTA FE
CALIFORNIA ACCESS COMPLIANCE SOURCE
CALIFORNIA DISABLED ACCESSIBILITY
GUIDEBOOK
CALIFORNIA DEPARTMENT OF
TRANSPORTATION
CALIFORNIA CODE OF REGULATIONS
CALIFORNIA ELECTRICAL CODE
CALIFORNIA PUBLIC UTILITIES COMMISSION
ELECTRONICS INDUSTRIES ALLIANCE
FEDERAL AVIATION ADMINISTRATION
FEDERAL COMMUNICATIONS COMMISSION
FEDERAL RAILROAD ADMINISTRATION
(PENINSULA CORRIDOR) JOINT
POWERS BOARD
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NATIONAL FIRE PROTECTION ASSOCIATION
PENINSULA CORRIDOR JOINT POWERS
BOARD
PERSONAL COMPUTER MEMORY CARD
INTERNATIONAL ASSOCIATION
PACIFIC GAS AND ELECTRIC
SAN MATEO COUNTY TRANSIT DISTRICT
SOUTHERN BELL COMPANY
SOUTH CALIFORNIA REGIONAL RAIL
AUTHORITY (METROLINK)
SANTA CLARA VALLEY TRANSPORTATION
AUTHORITY
SAN MATEO COUNTY TRANSPORTATION
AUTHORITY
SPRINT NEXTEL
SOUTHERN PACIFIC TRANSPORTATION
COMPANY
SILICON VALLEY POWER
AAR
ACI
ADA
AMTRAK
SMCTA
DRAWN BY:
XX-XX-XX
CITY OF ATHERTON
CITY OF BELMONT
CITY OF BURLINGAME
CITY OF GILROY
CITY OF MILLBRAE
CITY OF MENLO PARK
CITY OF MOUNTAIN VIEW
CITY OF PALO ALTO
CITY OF REDWOOD CITY
CITY OF SAN BRUNO
CITY OF SAN CARLOS
CITY OF SAN JOSE
CITY OF SAN MATEO
CITY OF SANTA CLARA
CITY OF SOUTH SAN FRANCISCO
CITY OF SUNNYVALE
PCMCIA
SGHS
SGK
MEGA BITS PER SECOND
MAIN DISTRIBUTION FRAME
MEDIUM DENSITY POLYETHYLENE
(CABLE SHEATH)
METRO ETHERNET FORUM
MULTI-MODE
MULTI-MODE FIBER OPTIC CABLE
MAIN POINT OF ENTERY
MILLISECOND
MULTI-SERVICE PROVISIONING
PLATFORM
NID
NMS
NTP
NVR
REV.
CITIES AND COUNTIES
INTERNET PROTOCOL
Kbps
X
TRAIN CONTROL COMMUNICATION
QUALITY OF SERVICE
T1C
T1MUX
IP
SIGNALS
ENGINEERING STANDARDS
1102
SCALE:
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1102.dgn
GENERAL ABBREVIATIONS
SIGNAL, COMMUNICATIONS AND
STATION COMMUNICATIONS
NTS
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES1102
ARCHITECTURAL
ELECTRICAL
ACOUS
ALUM
AFF
ACOUSTICAL
ALUMINUM
ABOVE FINISHED FLOOR
BD
BITUM
BLKG
BM
BOARD
BITUMINOUS
BLOCKING
BEAM
CAB
CER
CI
CIP
CLG
CLKG
CORR
CT
CTSK
CABINET
CERAMIC
CAST IRON
CAST IRON PIPE
CEILING
CAULKING
CORRIDOR
CERAMIC TILE
COUNTERSUNK
DF
DISP
DO
DR
DS
DSP
DRINKING FOUNTAIN
DISPENSER
DOOR OPENING
DOOR
DOWNSPOUT
DRY STANDPIPE
ENCL
ESCL
EXPD
ESEW
FA
FACP
FCO
FD
FDC
FDP
FE
FH
FHC
FLR
FLUOR
FOF
FOS
FPRF
FSK
FUR
FIRE ALARM
FIRE ALARM CONTROL PANEL
FLOOR CLEAN OUT
FLOOR DRAIN
FIRE DEPARTMENT
CONNECTION
FIRE DAMPER
FIRE EXTINGUISHER
FIRE HYDRANT
FIRE HOSE CABINET
FLOOR
FLUORESCENT
FACE OF FINISH
FACE OF STUDS
FIREPROOF
FLOOR SINK
FURRING
GLASS
GYPSUM
GYPSUM BOARD
HDWE
HM
HARDWARE
HOLLOW METAL
INCAND
INCANDESCENT
RB
RD
RESIL
RM
RWL
RESILIENT BASE
ROOF DRAIN
RESILIENT
ROOM
RAIN WATER LEADER
SOLID CORE
SEAT COVER DISPENSER
SMOKE DETECTOR
STATIC DISSIPATE TILE FLOOR
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN RECEPTACLE
SPEAKER
SERVICE SINK
STORAGE
SUSPENDED
TPD
TOILET PAPER DISPENSER
UNF
UR
UNFINISHED
URINAL
VCT
VEST
VINYL COMPOSITION TILE
VESTIBULE
WC
WD
WSP
WATER CLOSET
WOOD
WET STAND PIPE
JANITOR
LAM
LAV
LKR
LAMINATE
LAVATORY
LOCKER
MO
MSK
MTD
MUL
MASONRY OPENING
MOP SINK
MOUNTED
MULLION
OVERFLOW DRAIN
A. CARLOS
DATE:
REV.
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:55 PM
XX
ENG.
ALTERNATING CURRENT
AMPERE FUSE
AMPERE FRAME
AUTOMATIC GAIN CONTROL
AMPERE
ANNUCIATOR
AMPERE SENSOR
AMPERE SWITCH
AUXILIARY
ASSEMBLY
AMPERE TRIP
AUTOMATIC TRANSFER
SWITCH
AUTOMATIC VEHICLE
IDENTIFICATION
BC
BCW
BAT
BKR
BARE COPPER
BARE COPPER WIRE
BATTERY
BREAKER
CBKR
CCD
CGB
CKT
CLF
C/O
COMM
COND
CNTL
CP
CPT
C/R
CR
CRI
CRS
CIRCUIT BREAKER
CHARGE COUPLED DEVICE
CHASSIS GROUNDING BUS-BAR
CIRCUIT
CURRENT LIMITING FUSE
CONDUIT ONLY
COMMUNICATIONS
CONDUCTOR
CONTROL
CONTROL PANEL
CONTROL POWER TRANSFER
CONTACT RAIL
CONTROL RELAY
COLOR RENDENING INDEX
PVC COATED RIGID
STEEL CONDUIT
CONTROL STATION
CURRENT TRANSFORMER
COMPUTER TERMINAL BOARD
COPPER
CS
CT
CTB
CU
DIM
DC
DISC
DP
DSP
DIMMER
DIRECT CURRENT
DISCONNECT
DISTRIBUTION PANEL
DIGITAL SIGNAL PROCESSING
EMI
EMT
ELECTROMAGNETIC INTERFACE
ELECTRICAL METALLIC
TUBING
EXPLOSION PROOF
ELAPSED TIME METER
FRAMMING CHANNEL
FEEDER
FLOW SWITCH
FULL VOLTAGE
NON-REVERSING
GFI
GRS
GTS
GROUND FAULT INTERRUPTER
GALVANIZED RIGID STEEL
GROUND TEXT STATION
HID
HOA
HPS
HV
HIGH INTENSITY DISCHARGE
HAND-OFF-AUTO SWITCH
HIGH PRESSURE SODIUM
HIGH VOLTAGE
IC
INTERRUPTING CAPACITY
KVA
KW
KILOVAR
KILOWATT
LV
LS
MAG
MC
LOW VOLTAGE
LIMIT SWITCH
MDP
MGB
MS
MT
MAGNETIC
CONTACTOR COIL METALLIC
CONDUIT
MAIN DISTRIBUTION PANEL
MAIN GROUNDING BUSS-BAR
MOTOR STARTER
EMPTY CONDUIT
NF
NMC
NP
NON FUSED
NONMETALLIC CONDUIT
NEMPLATE
PC
PCU
PE
PEC
PH
POS
PT
RES
RGS
RPC
RSC
STC
SV
SWBD
SWGR
TCK
TDR
TGB
POWER CABLE
POWER CONDITIONING UNIT
PHOTOELECTRIC
PHOTOELECTRIC CELL
PHASE
POSITIVE
POTENTIAL TRANSFORMER
ASA
AC
ACD
ACU
AF
AHU
AP
APD
ASR
ACOUSTICAL SOUND
ATTENUATOR
AIR COMPRESSOR
ACCESS DOOR
AIR CONDITIONING UNIT
AIR FILTER/AIR FOIL
AIR HANDLING UNIT
ACCESS PANEL
AIR PRESSURE DROP
AUTOMATIC SPRINKLER RISER
BD
BDD
BFP
BFV
BALANCING DAMPER
BACK DRAFT DAMPER
BACKFLOW PREVENTER
BUTTERFLY VALVE
CA
CC
CEG
CG
COND
CU
CV
CW
CWR
CWS
COMPRESSED AIR
COOLING COIL
CEILING EXHAUST GRILLE
CEILING GRILLE
CONDENSATE
CONDENSING UNIT
CHECK VALVE
COLD WATER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
DB
DEG
DX
DRY BULB
DUCT EXHAUST GRILLE
DIRECT EXPANSION
EA
EAD
EAT
EF
EFF
ESP
EUH
EXTR
EXHAUST AIR
EXHAUST AIR DAMPER
ENTERING AIR TEMPERATURE
EXHAUST FAN
EFFICIENCY
EXTERNAL STATIC PRESSURE
ELECTRIC UNIT HEATER
EXTRACTER
FC
FCD
FLA
FLEX
FMN
FORWARD CURVE
FLOW CONTROL DEVICE
FULL LOAD AMPERES
FLEXIBLE
FORCE MAIN
GPM
GR
GV
GALLONS PER MINUTE
GRILLE
GATE VALVE
HWR
HWS
HEATING COIL
HEAD
HOPPER DRAIN
HORSEPOWER/HEAT PUMP
HOSE STORAGE CABINET
HOSE VALVE, ANGLE
GLOBE TYPE
HOSE VALVE, STRAIGHTWAY
GATE TYPE
HOT WATER RETURN
HOT WATER SUPPLY
IPS
IW
IRON PIPE SIZE
INDUSTRIAL WASTE
LAT
LCP
LR
LEAVING AIR TEMPERATURE
LOCAL CONTROL PANEL
LONG RADIUS
MAV
MCC
MCP
MD
MANUAL AIR VENT
MOTOR CONTROL CENTER
MOTOR CONTROL PANEL
MOTOR OPERATED DAMPER
RESISTOR
RIGID GALVANIZED STEEL
REMOTE POWER CENTER
RIGID STEEL CONDUIT
SUPERVISORY TERMINATION
CABINET
SOLENOID VALVE
SWITCHBOARD
SWITCHGEAR
TMS
TS
TIME CLOCK
TIME DELAY RELAY
TELECOMMUNICATIONS
GROUNDING BUSS-BAR
THERMOSTAT
TWISTLOCK
TELCOMMUNICATIONS MAIN
GROUNDING BUSS-BAR
THERMAL FIT MARKER SYSTEM
TUBULAR SHEET
UH
UNIT HEATER
V
VM
VPF
VS
VOLT
VOLT METER
VAPOR PROOF
VOLTIMETER SWITCH
W
WHD
WATT
WATT-HOUR DEMAND METER
HC
HD
HDN
HP
HSC
HVA
XFMR
TRANSFORMER
HVS
TH
TLK
TMGB
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
NC
NO
NORMALLY CLOSED
NORMALLY OPEN
OA
OAD
OUTSIDE AIR
OUTSIDE AIR DAMPER
PD
PDN
PH
PIV
PRV
PS
PUMP DISCHARGE
PLANTER DRAIN
PHASE
POST INDICATOR VALVE
PRESSURE REDUCING VALVE
POSITION SWITCH
RA
RAD
RF
RH
RL
RS
RV
RETURN AIR
RETURN AIR DAMPER
RETURN FAN
RADIANT HEATER
REFRIGERANT LIQUID
REFRIGERANT SUCTION
ROOF VENTILATOR
SA
SANT
SAR
SCAC
SUPPLY AIR
SANITARY
SOUND ATTENUATOR
SELF CONTAINED AIR
CONDITIONER
SELF CONTAINED HEAT PUMP
SPLITTER DAMPER
SUPPLY FAN
STATIC PRESSURE WATER
GAUGE
SUMP PUMP
SCHP
SDP
SF
SPWG
SP
T&P
TEMP
TG
THR
TSP
TV
TEMPERATURE AND
PRESSURE RELIEF VALVE
TEMPERATURE
TRANSFER GRILLE
TOTAL HEAT REJECTION
TOTAL STATIC PRESSURE
TURNING VANE
UC
UH
UNDER CUT
UNIT HEATER
VB
VD
VEL
VTR
VACUUM BREAKER
VOLUME DAMPER
VELOCITY
VENT THROUGH ROOF
WST
WB
WCO
WEG
WG
WH
WHA
WL
WSP
WASTE
WET BULB
WALL CLEAN OUT
WALL EXHAUST GRILLE
WATER GAUGE
WATER HEATER
WATER HAMMER ARRESTOR
WALL LOUVER
WET STANDPIPE
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
XX-XX-XX
AVI
FC
FDR
FS
FVNR
DRAWN BY:
X
AC
AF
AFR
AGC
AMP
ANN
AS
ASW
AUX
ASSY
AT
ATS
EPF
ETM
JAN
OFD
PRECAST CONCRETE
PORTLAND CEMENT CONCRETE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAPER TOWEL DISPENSER
SC
SCD
SD
SDT
SND
SNR
SPKR
SSK
STOR
SUSP
ENCLOSURE
ESCALATOR
EXPOSED
EMERGENCY SHOWER/
EYE WASH
GL
GYP
GYPBD
PC
PCC
PLAM
PLAS
PLYWD
PTD
MECHANICAL
ENGINEERING STANDARDS
1103
SCALE:
NTS
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1103.dgn
GENERAL ABBREVIATIONS
ARCHTECTURAL & ENGINEERING
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES1103
ABBREVIATIONS
GENERAL
&
AND
COMM
COMMUNICATIONS
FG
FINISHED GRADE
MAINT
MAINTENANCE
@
AT
COMM R/W
COMMISSION RIGHT OF WAY
FH
FIRE HYDRANT
MANG
MANGANESE
AB
AGGREGATE BASE
CONC
CONCRETE
FIN
FINISH, FINISHED
MAX
MAXIMUM
ABM
AIR-BLOWN MORTAR
CONN
CONNECTION
FL
FLOW LINE
M/C
MILL CUT
ABN
ABANDON
CONST
CONSTRUCTION
FLR
FLOOR
MECH
MECHANICAL
ABUT
ABUTMENT
CONT
CONTINUOUS
FOC
FIBER OPTIC CABLE
MED
MEDIAN, MEDIUM
AC
ASPHALTIC CONCRETE
CONTR
CONTRACTOR
FR
FRAME
MEM
MEMBRANE
AD
AREA DRAIN
COORD
COORDINATE
FT
FOOT, FEET
MET
METAL
ADJ
ADJUSTABLE
COS
COSINE
FTG
FOOTING
MFG
MANUFACTURER
AHD
AHEAD
CP
CONTROL POINT, CLEARANCE POINT
FW
FIELD WELD
MH
MANHOLE
ALIGN
ALIGNMENT
CPUC
CALIFORNIA PUBLIC UTILITIES COMMISSION
FWY
FREEWAY
MIC
MICROPHONE
ALT
ALTERNATE
CRV
CURVE
MIN
MINIMUM
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
CSP
CORRUGATED STEEL PIPE
GA
GAUGE
MISC
MISCELLANEOUS
AOBE
AS ORDERED BY ENGINEER
CT
COURT
GALV
GALVANIZED
ML
MAINLINE
APPROX
APPROXIMATE, APPROXIMATELY
CTC
CENTER TO CENTER, CENTRALIZED
GCL
GRADING CONTROL LINE
MOD
MODIFIED
ARCH
ARCHITECTURAL
TRAFFIC CONTROL
GM
GUIDE MARKER
MON
MONUMENT
AREA
AMERICAN RAILWAY ENGINEERING ASSOCIATION
CTR
CENTER
GND
GROUND
MOW
MAINTENANCE OF WAY
AREMA
AMERICAN RAILWAY ENGINEERING &
CULV
CULVERT
GP
GRADING PLANE
MP
MILE POST
MAINTENANCE OF WAY ASSOCIATION
CVD
CURVED
GR
GUARDRAIL/GRADE
MPH
MILES PER HOUR
A/R
AS REQUIRED
CVR
COVER
GSP
GALVANIZED STEEL PIPE
MSL
MEAN SEA LEVEL
AS
AGGREGATE SUBBASE
CWR
CONTINUOUSLY WELDED RAIL
MTL
MATERIAL
ASCE
AMERICAN SOCIETY OF CIVIL ENGINEERS
CY
CUBIC YARD
ASPH
ASPHALT, ASPHALT CONCRETE PAVING
ASSY
ASSEMBLY
Dc
DEGREE OF CURVE
ASTM
AMERICAN SOCIETY FOR TESTING & MATERIALS
DEL
ATR
ABOVE TOP OF RAIL
AVE
HB
HOSE BIBB
HC
HANDICAP, HANDICAPPED
(N)
NEW
HD
HEAVY DUTY
N
NORTH
DELINEATORS
HEX
HEXAGONAL
N/A
NOT APPLICABLE
DEP
DEPTH
HF
HEEL OF FROG, HEAD FREE RAIL
NB
NORTHBOUND
AVENUE
DET
DETAIL
HH
HANDHOLE
NEG
NEGATIVE
AVM
ADD VALUE MACHINE
DFX
DIRECT FIXATION
HI
HIGH
NEUT
NEUTRAL
AWWA
AMERICAN WATER WORKS ASSOCIATION
DGAC
DENSE GRADED ASPHALT CONCRETE
HL
HEEL LENGTH
NIC
NOT IN CONTRACT
DI
DROP INLET, DRAINAGE INLET
HMAC
HOT MIX ASPHALT CONCRETE
NO,#
NUMBER
DIAMETER
HORIZ
HORIZONTAL
NOM
NOMINAL
DIAGONAL
HP
HEEL PLATE, HIGH POINT
NTS
NOT TO SCALE
BAA
BOARDING ASSISTANCE AREA
BB
BATTERY BOX
DIA, O
/
DIAG
BBR
BEGINNING OF BRIDGE
DIM
DIMENSION
HR
HANDRAIL
BCR
BEGIN CURB RETURN
DIR
DIRECTION
HS
HEEL OF FROG, HIGH STRENGTH
OA
OVERALL
BEG
BEGIN, BEGINNING
DIST
DISTRIBUTION
HST
HOLLOW STEEL TIE
OC
ON CENTER
BK
BACK
DN
DOWN
HT
HEIGHT, HIGH TENSILE, HAND THROW
OCTA
ORANGE COUNTY TRANSPORTATION AUTHORITY
BKF
BACKFILL
DR
DRIVE
HW
HEADWALL
OD
OUTSIDE DIAMETER
BL
BASELINE
DRWY
DRIVEWAY
HWY
HIGHWAY
OHD
OVERHEAD
BLDG
BUILDING
DTR
DETOUR
HZ
HERTZ
OP
OVERPASS
BLLBRD
BILLBOARD
DWG
DRAWING
OPNG
OPENING
BLST
BALLAST
BLVD
BOULEVARD
(E)
BM
BENCHMARK
BNSF
ID
INSIDE DIAMETER
OPP
OPPOSITE
EXISTING
I.D.
IDENTIFICATION
OTM
OTHER TRACK MATERIAL
E
EAST
IE
INVERT ELEVATION
OZ
OUNCE
BURLINGTON NORTHERN SANTA FE RAILWAY
EA
EACH
IJ
INSULATED JOINT
BOC
BOTTOM OF CURB
EB
EASTBOUND
IN
INCH(ES)
PB
PULL BOX
BOS
BOTTOM OF SLOPE
EBR
END OF BRIDGE
INSUL
INSULATION
PED
PEDESTRIAN
BOT
BOTTOM
ECR
END CURB RETURN
INT
INTERIOR
PERF
PERFORATED
BOW
BOTTOM OF WALL
EE
EACH END
INV
INVERT
PERM
PERMEABLE, PERMANENT
BR
BRIDGE, BLUE ROD
EF
EACH FACE
IR
INSIDE RADIUS
PF
POINT OF FROG
EIC
EMPLOYEE IN CHARGE
PG
PAGE
C/W
COMES WITH
EJ
EXPANSION JOINT
JB
JUNCTION BOX
PGL
PROFILE GRADE LINE
CAB
CABINET
ELEC
ELECTRICAL
JJ
JOINTED RAIL
PH
POTHOLE
CALP
CORRUGATED ALUMINUM PIPE
EL
ELEVATION
JT
JOINT
PITO
POINT OF INTERSECTION OF TURNOUT
CAP
CAPACITY
ELEV
ELEVATOR
PL
PLATE
CB
CATCH BASIN
EMB
EMBANKMENT
LOS ANGELES COUNTY FLOOD
P/L
PROPERTY LINE
CEM
CEMENT
EMER
EMERGENCY
CONTROL DISTRICT
PNA
PASSENGER NEEDING ASSISTANCE
CF
CUBIC FEET
ENGR
ENGINEER, ENGINEERING
LOS ANGELES COUNTY METROPOLITAN
PNL
PANEL
CG
CENTER OF GRAVITY
EP
EDGE OF PAVEMENT
TRANSPORTATION AUTHORITY
PP
POWER POLE
CI
CAST IRON
EQ
EQUAL, EQUATION
LAUPT
LOS ANGELES UNION PASSENGER TERMINAL
PPL
PREFORMED PERMEABLE LINE
CIP
CAST IN PLACE
EQUIP
EQUIPMENT
LB, LBS
POUND, POUNDS
PPP
PERFORATED PLASTIC PIPE
CJ
CONSTRUCTION JOINT
ES
EDGE OF SHOULDER, ENGINEERING STANDARD
LF
LINEAL FEET
PR
PAIR
CL,C
L
CENTERLINE
ESMT
EASEMENT
LG
LONG
PROP
PROPOSED
CLK
CHAIN LINK
ET
END OF TRACK
LGT
LIGHT
PS
POINT OF SWITCH
CLR
CLEAR, CLEARANCE
ETW
EDGE OF TRAVELLED WAY
LGTH
LENGTH
PSI
POUNDS PER SQUARE INCH
CMP
CORRUGATED METAL PIPE
EW
END WALL
LH
LEFT HAND
PSM
PARK BY SPACE MACHINE
CMPA
CORRUGATED METAL PIPE ARCH
EX
EXISTING
LN
LANE
PT
POINT
CMU
CONCRETE MASONRY UNIT
EXC
EXCAVATION
LOC
LOCATION
PTM
PARKING TICKET MACHINE
COMPJT
COMPROMISE JOINT
EXP
EXPANSION
LOL
LAYOUT LINE
PVC
POLYVINYL CHLORIDE
CND
CONDUIT
EXT
EXTERIOR
LP
LOW POINT
PVMT
PAVEMENT
CNTR
COUNTER
LPL
LIGHT POLE
CNTRLR
CONTROLLER
(F)
FUTURE
LT
LEFT
CO
CLEANOUT
FC
FACE OF CONCRETE
LTG
LIGHTING
COC
CENTER ON CENTER
FDN
FOUNDATION
LVL
LEVEL
COL
COLUMN
FF
FILTER FABRIC
DRAWN BY:
HDR
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:55 PM
XX
ENG.
LACMTA
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
NOTES:
SEE SCRRA ES2201 AND ES2202-01 FOR HORIZONTAL
AND VERTICAL ALIGNMENT ABBREVIATIONS.
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
LACFCD
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
ENGINEERING STANDARDS
1201
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STANDARD ABBREVIATIONS
-
SHEET
1 OF 4
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1201-01.dgn
ES1201-01
ABBREVIATIONS
GENERAL
QTY
QUANTITY
(R)
R
RBM
RC
RCP
RCTC
RD
RDWY
RECT
REF
REINF
REL
REQ’D
REV
RH
RO
RP
RR
RT
RTE
R/W
RELOCATED
RADIUS
RAIL BOUND MANGANESE
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
RIVERSIDE COUNTY TRANSPORTATION COMMISSION
ROAD
ROADWAY
RECTANGULAR
REFERENCE
REINFORCED
RELOCATE(D)
REQUIRED
REVISION, REVISED
RIGHT HAND
ROUGH OPENING
REFERENCE POINT
RAILROAD
RIGHT
ROUTE
RIGHT OF WAY
S
SAE
SANBAG
SAV
SB
SCHD
SCRRA
SD
SDMH
SDNG
SECT
SERV
SF
SG
SHLDR
SHT
SIM
SIN
SL
SLPA
SMC
S/N
SPEC
SQ
SS
SST
ST
STA
STD
STIFF
STL
STR
STRL
STRUCT
SW
SWK
SWL
SY
SYMM
SOUTH
SOCIETY OF AUTOMOBILE ENGINEER
SAN BERNARDINO ASSOCIATED GOVERNMENTS
STAND ALONE VALIDATOR
SOUTHBOUND
SCHEDULE
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STORM DRAIN
STORM DRAIN MANHOLE
SIDING
SECTION
SERVICE
SQUARE FEET
SUBGRADE
SHOULDER
SHEET
SIMILAR
SINE
SLOPE
SIGNAGE/LIGHTING/PUBLIC ADDRESS
SWIVEL MOVEABLE JOINT
SERIAL NUMBER
SPECIFICATION
SQUARE
SANITARY SEWER
STAINLESS STEEL
STREET
STATION
STANDARD
STIFFENER
STEEL
STRAIGHT
STRUCTURAL
STRUCTURE
SWITCH
SIDEWALK
SOUNDWALL
SQUARE YARD(S)
SYMMETRICAL
T&B
TAN
TBD
TBR
TC
TD
TDS
TEL
TF
THDS
THK
TK
TL
TO
TOC
TOG
TOL
TOP
TOS
TOT
TOW
T/R
TRANS
TTB
TVM
(TYP)
TOP AND BOTTOM
TANGENT
TO BE DETERMINED
TO BE REMOVED
TRACK CENTER
TRENCH DRAIN
TRAIN DESTINATION SIGN
TELEPHONE
TRACK FEET
THREADS
THICKNESS
TRACK
TOE LENGTH
TURNOUT
TOP OF CURB
TOP OF GRATE
TOLERANCE
TOP OF PAVEMENT
TOP OF SLOPE
TOP OF TIE
TOP OF WALL
TOP OF RAIL
TRANSITION
TELEPHONE TERMINAL BOARD
TICKET VENDING MACHINE
TYPICAL
UB
UD
UG
UON
UP
UPRR
UR
UTIL
UTILITY BOX
UNDERDRAIN
UNDERGROUND
UNLESS OTHERWISE NOTED
UNDERPASS
UNION PACIFIC RAILROAD
UNIFORM RISER
UTILITY
VAR
VCTC
VERT
VMB
VMS
VARIES
VENTURA COUNTY TRANSPORTATION
COMMISSION
VERTICAL
VISUAL MESSAGE BOARD
VISUAL MESSAGE SIGN
W
W/
W/O
WB
WI
WP
WPF
WRT
WSM
WT
WWF
WWM
WEST
WITH
WITHOUT
WESTBOUND
WROUGHT IRON
WORK POINT
WATERPROOF
WITH RESPECT TO
WELDED SPRING MANGANESE
WEIGHT
WELDED WIRE FABRIC
WELDED WIRE MESH
XING
XOVER
CROSSING
CROSSOVER
YD
YARD(S)
#20POTO RH
NUMBER 20 POWER OPERATED
TURNOUT - RIGHT HAND
NUMBER 10 HAND OPERATED
TURNOUT - LEFT HAND
PLUS OR MINUS, APPROXIMATELY
#10HOTO LH
NOTES:
SEE SCRRA ES2201 AND ES2202-01 FOR HORIZONTAL
AND VERTICAL ALIGNMENT ABBREVIATIONS.
DRAWN BY:
HDR
DATE:
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:56 PM
XX
ENG.
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
ENGINEERING STANDARDS
1201
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STANDARD ABBREVIATIONS
-
SHEET
2 OF 4
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1201-02.dgn
ES1201-02
DESCRIPTION
EXISTING
PROPOSED
BILLBOARD
DESCRIPTION
EXISTING
PROPOSED
POINT OF SWITCH
DESCRIPTION
EXISTING
PROPOSED
BB
BB
BATTERY BOX
(HAND-THROW TURNOUT)
EL
BUILDING
EL
CCTV, SECURITY MANHOLE
POINT OF SWITCH (HAND THROW
TURNOUT WITH ELECTRIC LOCK)
BUMPER
CATCH BASIN
CB
TELEVISION MANHOLE
POINT OF SWITCH
CB
ELECTRIC MANHOLE
(POWER-OPERATED TURNOUT)
NORTH ARROW
SP
SP
BD
BD
WATER VALVE BOX
SWITCH POINT DERAIL
N2,800,500
COORDINATE
TRAFFIC CONTROL BOX
FLASHERS
BI-DIRECTIONAL DERAIL
CROSSING GATE & FLASHERS
HORIZONTAL CONTROL POINT
MON #
CURVE NUMBER
C12
HORIZONTAL AND VERTICAL
C12
PATTERNS
MON #
CONTROL POINT
STONE/BRICK PAVING
FLAG POLE
MON #
VERTICAL CONTROL POINT
BALLAST
FLOW
BENCHMARK
TIMBER
GRID TICK
STAIRWAY OR RAMP FLOODLIGHT
GROUND CONTROL POINT (AERIAL)
SUBGRADE, EARTH
UTILITY METER
M
M
GUY WIRE
SUBBALLAST
TRANSFORMER
HYDRANT
GROUNDING ROD
AGGREGATE BASE
GROUND
CONCRETE
CCTV CAMERA
PEDESTRIAN CROSSING PANEL
MICROPHONE
TACTILE WARNING TILES
HEADWALL
FLARED END SECTION
MANHOLE
STORM DRAIN MANHOLE
SD
SD
SPEAKER
GRADED/LANDSCAPED AREA
POWER POLE
DUAL SPEAKER
SANITARY SEWER MANHOLE
SS
GRADE CROSSING PANELS
SS
HANDHOLE
EQ
STATION EQUALITY
H
H
CID
CID
DISTRIBUTION CABINET (ATTRIBUTED)
D###
D###
STAND ALONE VALIDATOR
SAV
SAV
TICKET VENDING MACHINE
TVM
TVM
CHANGEABLE MESSAGE SIGN
CMS
CMS
PUBLIC TELEPHONE
TEL
TEL
COMMUNICATIONS EQUIPMENT ROOM
CER
CER
COMMUNICATIONS INTERFACE CABINET
CIC
CIC
FIBER DISTRIBUTION PANEL
FDP
FDP
M
M
PB
PB
ER
ER
D
D
DC
DC
EQ
HOT MIX ASPHALT CONCRETE
CARD INTERFACE DEVICE
TELEPHONE POLE
TELEPHONE MANHOLE
T
T
TYPICAL ILLUSTRATION OF
TRACK AND TURNOUT
SIGN
DISTRIBUTION CABINET
ARM ONLY
(INTERMEDIATE CROSS-CONNECT)
TRAFFIC SIGNAL WITH
SINGLE MODE OR MULTIMODE
ARM AND POLE
FIBER OPTIC CABLE
TIME CLOCK
TC
TC
8 OHM EXTERIOR HORN SPEAKER
PHOTOELECTRIC CELL
PC
PC
SM FIBER TO COPPER MEDIA
=
2 17 +2 7 .0 8
LH T O
PITO
CL OF LAST LONG TIE
RR MILEPOST MARKER
S
S
C/S
C/S
SEE SCRRA ES8125 FOR GRADE CROSSING SYMBOLS.
CONVERTER/SWITCH DUAL TX/RX
DRAWN BY:
HDR
DATE:
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:56 PM
XX
ENG.
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
2 19 +8 1.3 2
TRAFFIC SIGNAL WITH
POINT OF CHANGE
IN HORIZ TRACK
GEOMETRY (TYP)
=
(TVM, VMS, OR CCTV)
220+00
TS
SUBSYSTEM DEVICE
TRAFFIC SIGNAL
M L 1 2 19 +3 2
EQUIPMENT ROOM
RAILROAD MILEPOST
220+00
10
PULL BOX
X
X
SIGNAL HOUSE
X
X
(SURFACE MOUNTED)
TICKS AT EVEN
100 FT STATIONS
M
P
NOISE SENSING MICROPHONE
RAILROAD SIGNAL
STATION LABELS AT EVEN
500 FT STATIONS
LT 7
ELECTROLIER WITHOUT POLE
#10
ELECTROLIER WITH POLE
M L 1 2 17 +2 7 .0 8
POLE-MOUNTED LUMINAIRE
PS
TREE LINE, SHRUBBERY
=
PALM TREE
ST
2 16 +8 3 .3 8
TREE
ENGINEERING STANDARDS
1201
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STANDARD SYMBOLS AND PATTERNS
-
SHEET
3 OF 4
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1201-03.dgn
ES1201-03
UTILITY
EXISTING
OVERHEAD TO
PROPOSED
EXISTING
UNDERGROUND TO
PROPOSED
OVERHEAD
BE REMOVED
OVERHEAD
UNDERGROUND
BE REMOVED
UNDERGROUND
UTI
LI
TY
LI
N ES T Y LES
ELECTRIC POWER
E
E
E
E
E
E
E
E
E
E
E
E
NATURAL GAS
G
G
G
G
G
G
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
SANITARY SEWER
SS
SS
SS
SS
SS
SS
STORM DRAIN
SD
SD
SD
SD
SD
SD
SIGNAL
SIG
SIG
SIG
SIG
SIG
SIG
TELEPHONE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
CABLE TV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
COMMUNICATIONS
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
FIBER OPTIC CABLE
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
FOC
XXX
WATER
W
W
W
W
W
W
HOT WATER
HW
HW
HW
HW
HW
HW
TRENCH DRAIN
TD
TD
TD
TD
TD
TD
UNDER DRAIN
UD
UD
UD
UD
UD
UD
COMPRESSED AIR
AIR
AIR
AIR
AIR
AIR
AIR
(NAME OF COMPANY)
TRACK
EXISTING TRACK RECONSTRUCTION
EXISTING TRACK
RAIL ONLY
RECON-R
TRACK TO BE REMOVED
TRACK TO BE REALIGNED
TRACK TO BE SHIFTED
NEW TRACK ALIGNMENT
FUTURE TRACK ALIGNMENT
RECON-TT
TIMBER TIES ONLY
RECON-CT
CONCRETE TIES ONLY
RECON-ST
SPOT TIE ONLY
RECON-F
FASTENERS ONLY
RECON-RP
RAIL AND PLATES
BALLAST ONLY
RECON-B
RECON-R/TT/B
RAIL/TIMBER TIE/ BALLAST
RECON-R/TC/B
RAIL/CONCRETE TIE/BALLAST
RECON-R/TC/B/HMAC
RAIL/CONCRETE TIE/BALLAST/HMAC
OTHER COMMON LINESTYLES
EXISTING FENCE
PROPOSED FENCE
EXISTING SCRRA INTERTRACK FENCE/WWM
PROPOSED SCRRA INTERTRACK FENCE/WWM
CENTERLINE
RIGHT OF WAY, EASEMENT, PROPERTY LINE
MATCH LINE
EXISTING GUARDRAIL
PROPOSED GUARDRAIL
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
DRAWN BY:
HDR
DATE:
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:57 PM
XX
ENG.
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
ENGINEERING STANDARDS
1201
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STANDARD LINESTYLES
-
SHEET
4 OF 4
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1201-04.dgn
ES1201-04
34"
"
for in agreements with the
Los Angeles County Transportation Commission
REV.
DATE
CONTRACT NO.
REGISTERED
CHECKED BY
COMPANY NAME AND LOGO
SUB.
APP.
SUBCONTRACTOR NAME
ENGINEER
AND LOGO
STAMP
SUBMITTED BY
PROJECT DESCRIPTION
DRAWING TITLE
DRAWING NO.
REVISION SHEET NO.
"
PROJECT TITLE
DRAWN BY
SCALE
DATE
SUBMITTED:
BY
DESCRIPTION
DESIGNED BY
2
Information confidential
all plans, drawings, specifications, and or information
furnished herewith shall
remain the property of the
Los Angeles County Transportation Commission and
shall be held confidential;
and shall not be used for
any purpose not provided
"
WORK
22"
ENTITY
CONTRACT
DESIGNATOR
NUMBER
LINE
COST
ELEMENT
PROJECT
ITEM
PHYSICAL
ELEMENT
"
1"
APPROVED:
TASK MANAGER
PROJECT MANAGER - COMPANY
CONTRACT DRAWINGS
34"
1"
"
22"
RAIL BREAKLINES
ASSISTANT DIRECTOR: STANDARDS & DESIGN
REV.
DATE
DESCRIPTION
UserName=> carlosa
Date Plotted: 10/5/2011
DES.
2:18:58 PM
ENG.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
ENGINEERING STANDARDS
SCALE:
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
SHEET
"
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
1
DATE:
"
DRAWN BY:
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1211.dgn
ENGINEERING STANDARD DRAWINGS
DRAWN BY:
A. CARLOS
DATE:
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
REV.
XX-XX-XX
DATE
REVISION
DESCRIPTION
XX
DES.
XX
ENG.
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
ENGINEERING STANDARDS
1211
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STANDARD TITLE BLOCKS
-
SHEET
1 OF 1
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
ES1211
I234 567890
ABCD EFGH JK
LM NO PQ R STU
VW XY Z& @
TEXT HEIGHT
TEXT HEIGHT X
TEXT HEIGHT
NOTES:
TEXT
SPACING
1. "ARIAL BOLD" LETTERS AND NUMERALS SHALL BE USED ON
ALL SIGNS UNLESS OTHERWISE SPECIFIED ON SIGN STANDARD.
2. LETTERS AND NUMERALS MAY BE MADE PROPORTIONALLY
NARROWER THAN ILLUSTRATED IF NEEDED TO FIT AVAILABLE
SPACE ON THE SIGN. HEIGHT SHALL NOT BE ADJUSTED.
3. ALL LETTERS AND NUMERALS SHALL BE BLACK 3M 3650-12
"SCOTCH PLUS" NON-REFLECTIVE.
4. THE LETTER "I" AND THE NUMERAL "1" ARE IDENTICAL.
TEXT HEIGHT X 1.5
5. USE TEXT SPACING PATTERN ON THIS SHEET UNLESS
OTHERWISE SPECIFIED ON SIGN STANDARD.
UNRELATED LINE
DRAWN BY:
A. CARLOS
DATE:
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:18:59 PM
XX
ENG.
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
FOR NON-SCRRA APPROVED USES:
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
ALL RIGHTS RESERVED.
ENGINEERING STANDARDS
1212
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
LETTERING FOR SIGNS
-
SHEET
1 OF 1
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\1000\ES1212.dgn
ES1212
