DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 12:36:48 PM7/23/2015 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3001_revB.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
R.O.W. FENCE
2'' CONDUIT (QTY.)
1'' CONDUIT (1 EA.)
4'' CONDUIT (QTY.)
COMM. PULL BOX (11'' x 17'')
ELEC. PULL BOX (11'' x 17'')
STUB
VAULT (4' x 4' x 4')
3'' CONDUIT (QTY.)
CANOPY
AMBIENT NOISE SENSOR
STROBE LIGHT
COMM. PULL BOX (17"L X 11"W X 12"D)
SPEAKER
NOTES:LEGEND:ABBREVIATIONS:
C
E
V
1
2
ABBREVIATIONS, LEGEND, AND GENERAL NOTES
04/01/03
ACB
A. CARLOS
OR CONFLICTS, THE MOST STRINGENT SHALL APPLY.
AND FEDERAL CODES AND REGULATIONS. IF THERE ARE ANY VARIANCES
CONSTRUCTION SHALL BE IN COMPLIANCE WITH SCRRA, LOCAL, STATE
ES9400 THRU ES9440.
FOR COMMUNICATIONS SHELTER, SEE COMMUNICATIONS STANDARD DRAWINGS
EQUIPMENT.
CONNECTION OF (3) CONDUCTORS (LINE, NEUTRAL, GROUND) TO
PROVIDE 6 FOOT LONG PIGTAIL AT EACH TVM LOCATION TO ALLOW
SIZED FOR LENGTH OF RUN.
EACH TVM LOCATION; SHALL BE XHHW #10 AWG OR #12 AWG
LOCATION. CONDUCTORS TO BE RUN FROM STATION POWER PANEL TO
PROVIDE SEPARATE 120 VAC, 20 AMP CIRCUIT TO EACH TVM
CONDUITS TO BE STUBBED INTO BOTTOM OF JUNCTION BOX.
PROVIDE 12" SEPARATION BETWEEN POWER AND COMMUNICATION CONDUITS.
PRIOR TO ROUGH-IN OF CONDUITS.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF PULL BOXES,
ALL CONDUITS SHALL BE PVC MINIMUM 2'-0" BELOW GRADE.
UNLESS NOTED OTHERWISE.
CONDUIT SIZES SHOWN AT STUB-OUTS TYPICAL FOR ENTIRE RUN
9.
8.
7.
6.
5.
4.
3.
2.
1.
LED
LVM
ELEC. PULL BOX (17"L X 11"W X 12"D)
07-10-15 NDP
LIGHT POLE WITH CAMERA / SPEAKER/ LED MESSAGE SIGN
ACA 09-06-12 NDPREVISED ABBREVIATIONS, LEGEND, NOTES AND TITLE
REVISED ABBREVIATIONS AND LEGEND
VIDEO MANAGEMENT SYSTEM
VOLTS ALTERNATING CURRENT
UNINTERRUPTIBLE POWER SUPPLY
TRANSIENT VOLTAGE SUPPRESION SYSTEM
TICKET VENDING MACHINE
TELECOMMUNICATION DEVICE FOR THE DEAF
TELEPHONE
RECOMMENDED STANDARD
REGISTERED JACK
POLYVINYL CHLORIDE CONDUIT
POWER OVER ETHERNET
POWER DISTRIBUTION PANEL
PRIORITY CONTROLLER
PUBLIC ADDRESS
POWER
NETWORK MEDIA PLAYER
MULTI-TRIP TICKET VALIDATOR MACHINE
MULTI MODE FIBER OPTIC
MEDIA CONVERTER
LIGHT EMITTING DIODE VIDEO MONITOR
LIQUID EMITTING DIODE MESSAGE SIGN
KEYBOARD, VIDEO, MOUSE
INTERFACE CONVERTER
HIGH DEFINITION MULTI-MEDIA INTERFACE
FIBER OPTIC PATCH PANEL
FIBER OPTIC
EMERGENCY TELEPHONE
EMERGENCY MANAGEMENT PANEL
EXISTING
DATA ACQUISITION / TELEPHONE
DATA ACQUISITION
CLOSED CIRCUIT TELEVISION AND FIBER OPTIC
COMMUNICATIONS SHELTER
CUSTOMER INFORMATION SYSTEM
CLOSED CIRCUIT TELEVISION
CATEGORY
LED MESSAGE SIGN
LED VIDEO MONITOR
AND GENERAL NOTES
ABBREVIATIONS, LEGEND
METROLINK STATIONS
ES3001
1 OF 1
NTS
3001
B
VMS
VAC
UPS
TVSS
TVM
TDD
T
RS
RJ
PVC
POE
PDP
PC
PA
P
NMP
MTTV
MMFO
MC
LVM
LED
KVM
IC
HDMI
FOPP
FO
ET
EMP
(E)
D/T
DA
C/F
CS
CIS
CCTV
CAT
HC
680'-0" PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)
HC
120'-0"
58'-2"
68'-0"
C
C
C
C
C
C
58'-2"
68'-0"
120'-0"
60'-0"
60'-0"
20'-0"160'-0" 160'-0" 160'-0" 160'-0"20'-0"
20'-0"
85'-0"
85'-0"
60'-0"
60'-0"
16'-
0"
16'-
0"
16'-
0"
16'-
0"
160'-0" 160'-0" 160'-0" 160'-0"3'-
0"
3'-
0"
3'-
0"
3'-
0"
19'-
0"
19'-
0"
19'-
0"
19'-
0"
AS IS PRACTICABLE
OR NEAREST TO MINI-HIGH PLATFORM
LOCATED AT CENTER OF PLATFORM
OVERPASS/UNDERPASS TO BE
AS IS PRACTICABLE
OR NEAREST TO MINI-HIGH PLATFORM
LOCATED AT CENTER OF PLATFORM
OVERPASS/UNDERPASS TO BEPLATFORM
MINI-HIGH
PLATFORM
MINI-HIGH
680'-0" PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)
5'-4"
3'-6"
VA
RIE
S
3'-6"
4"
8"
C
TACTILE PANEL
PLATFORM
FILL TO TOP OF
WALKWAY BALLAST
RAMP
ASPHALTPLATFORM
END OF
RA
MP
DO
WN
(TYP)
CPUC RAMP
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> CARLOSA Date Plotted: 8:29:25 AM6/7/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3002_revC.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
-
B1 B3 B5
B1 B3 B5
PE
D
XIN
G
TRACK
TRACK
CROSSING
AT GRADE PED
PLATFORM
END OF PLATFORM
END OF
CROSSING
AT GRADE PED
PLATFORM
MINI-HIGH
(TYP)
TO LOS ANGELES
AWAY FROM LOS ANGELES
B1 B3 B5
B1 B3 B5
PE
D
XIN
G
TRACK
TRACK
CROSSING
AT GRADE PED
PLATFORM
END OF PLATFORM
END OF
CROSSING
AT GRADE PED
PLATFORM
MINI-HIGH
(TYP)
TO LOS ANGELES
AWAY FROM LOS ANGELES
BOMBARDIER CARS
ROTEM CARS
EN
D
OF
PL
AT
FO
RM
EN
D
OF
PL
AT
FO
RM
B7
B7
B7
B7
GMF59PHI
GMF59PH
MP36PH
MP36PH
GMF59PHI
GMF59PH
5.
4.
3.
2.
1.
NOTES: NOTES: (CONT.)
AT LEAST 150 FEET BEYOND EACH END.
INTERTRACK FENCE TO EXTEND FULL LENGTH OF PLATFORM AND
OF TRACK.
CANOPIES TO BE SET BACK A MINIMUM OF 14 FEET FROM CENTERLINE
END OF PLATFORM.
MINI-HIGH PLATFORM TO BE CENTERED 60'-0" FROM LOS ANGELES
STANDARD PLATFORM WIDTH TO BE A MINIMUM OF 16 FEET FOR SIDE PLATFORMS.
STANDARD PLATFORM LENGTH TO BE 680 FEET.
MIN.
MIN.
MIN.
MIN.
ES3002
C 1 OF 1
300205/21/08A. CARLOS
ACA 06-29-12 REVISED PLATFORMS AT MINI-HIGH LOCATIONS NDP
(T
YP)
AT
MINI-
HIG
H
SIDE PLATFORMS
METROLINK STATION STANDARDS1" = 30'
RA
MP
UP
CPUC RAMP DETAIL RAMP SECTION
OF TRACK
SCALE: 1" = 1'-0" SCALE: 3" = 1'-0"
RAMP
ASPHALT
(D
EP
TH
VA
RIE
S)
ACB 10/04/16 NDPADDED CPUC RAMP
ES4020..
ON PEDESTRIAN CROSSING SEE SCRRA STANDARD DRAWING
AT OPPOSITE END OF PLATFORM. FOR ADDITIONAL INFORMATION
SHALL BE APPLIED WHEN A PEDESTRIAN CROSSING IS REQUIRED
CRITERIA SHOWN ON THIS DRAWING FOR PEDESTRIAN CROSSING
CRITERIA.
FOR COMMUNICATIONS SHELTER LOCATION SEE SCRRA DESIGN
COMMUNICATIONS SHELTER NOT SHOWN FOR CLARITY.
7.
6.
ACC 05/31/17 REVISED NOTES (NOTE 8 OMITTED) LA
20'160'160'160'160'20'
680' PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)
20'160'160'160'160'20'
120'680' PLATFORM (LIGHT POLES @ 160'-0" O.C. MAX.)
120'
58'-2"
68'-0"
58'-2"
68'-0"
C
C
C
C
C
C
85' CAR LENGTH
85' CAR LENGTH
60'
60'
60'
60'
30'
30'
PLATFORM
MINI-HIGH
AS IS PRACTICABLE
OR NEAREST TO MINI-HIGH PLATFORM
LOCATED AT CENTER OF PLATFORM
OVERPASS/UNDERPASS TO BE
OF TRACK VARIES)
(DISTANCE FROM CENTERLINE
FENCING AT EDGE OF R.O.W.
PLATFORM
MINI-HIGH
AS IS PRACTICABLE
OR NEAREST TO MINI-HIGH PLATFORM
LOCATED AT CENTER OF PLATFORM
OVERPASS/UNDERPASS TO BE
OF TRACK VARIES)
(DISTANCE FROM CENTERLINE
FENCING AT EDGE OF R.O.W.
5'-4"
3'-6"
VA
RIE
S
3'-6"
4"
8"
C
TACTILE PANEL
PLATFORM
FILL TO TOP OF
WALKWAY BALLAST
RAMP
ASPHALTPLATFORM
END OF
RA
MP
DO
WN
(TYP)
CPUC RAMP
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> CARLOSA Date Plotted: 8:29:26 AM6/7/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3003_revC.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
B1
B1 B3 B5 PE
D
XIN
G
TRACK
TRACK
CROSSING
AT GRADE PED
PLATFORM
END OF PLATFORM
END OF
CROSSING
AT GRADE PED
PLATFORM
MINI-HIGH
(TYP)
TO LOS ANGELES
AWAY FROM LOS ANGELES
B1
B1 B3 B5 PE
D
XIN
G
TRACK
TRACK
CROSSING
AT GRADE PED
PLATFORM
END OF
PLATFORM
END OF
CROSSING
AT GRADE PED
PLATFORM
MINI-HIGH
(TYP)
TO LOS ANGELES AWAY FROM LOS ANGELES
BOMBARDIER CARS
ROTEM CARS
B7
B7
MP36PH
GMF59PHI
GMF59PH
MP36PH
GMF59PHI
GMF59PH
5.
4.
3.
2.
1.
NOTES: NOTES: (CONT.)
MIN
MIN
CRITERIA.
FOR COMMUNICATIONS SHELTER LOCATION SEE SCRRA DESIGN
COMMUNICATIONS SHELTER NOT SHOWN FOR CLARITY.
OF TRACK.
CANOPIES TO BE SET BACK A MINIMUM OF 14 FEET FROM CENTERLINE
END OF PLATFORM.
MINI-HIGH PLATFORM TO BE CENTERED 60'-0" FROM LOS ANGELES
STANDARD PLATFORM WIDTH TO BE 30'-0" FOR CENTER PLATFORMS.
STANDARD PLATFORM LENGTH TO BE 680 FEET.
ES3003
C 1 OF 1
300305/21/08A. CARLOS
ACA 01/10/13 REVISED MINI-HIGH CONFIGURATION NDP CENTER PLATFORMS
METROLINK STATION STANDARDS1" = 30'
PL
AT
FO
RM
EN
D
OF
PL
AT
FO
RM
EN
D
OF
RA
MP
UP
CPUC RAMP DETAIL RAMP SECTION
OF TRACK
SCALE: 1" = 1'-0" SCALE: 3" = 1'-0"
RAMP
ASPHALT
(D
EP
TH
VA
RIE
S)
ACB 10/04/16 NDPADDED CPUC RAMP
IS RECOMMENDED.
CONSTRUCTION, THE CONFIGURATION SHOWN ON THIS DRAWING
PLATFORM BY SCRRA DIRECTOR OF ENGINEERING AND
IF APPROVAL IS GRANTED FOR CONSTRUCTION OF CENTER
DRAWING ES4032.
INFORMATION ON PEDESTRIAN CROSSING SEE SCRRA STANDARD
REQUIRED AT OPPOSITE END OF PLATFORM. FOR ADDITIONAL
SHALL ALSO BE APPLIED WHEN A PEDESTRIAN CROSSING IS
CRITERIA SHOWN ON THIS DRAWING FOR PEDESTRIAN CROSSING
7.
6.
ACC 05/31/17 REVISED NOTES (NOTE 8 OMITTED) LA
58’-0"
68’-0"
85’-0"
85’-0"85’-0"
60’-0"
35’-4"23’-5"
85’-0"
35’-3 "23’-6"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:14:18 AM4/24/2013 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3004_revA.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
GM F59PH LOCOMOTIVE & BOMBARDIER CAR
MP36PH LOCOMOTIVE & ROTEM CARS
MINI HIGH PLATFORM
PARTIAL PLAN @ TYPICAL SIDE PLATFORM
ES3002 AND ES3003.
FOR ADDITIONAL PLATFORM INFORMATION SEE SCRRA STANDARD DRAWINGS
ADDITIONAL LOCOMOTIVE NUMBER GMF59PH NOT SHOWN FOR CLARITY.
2.
1.E
ND
OF
PL
AT
FO
RM
TO LOS ANGELES AWAY FROM LOS ANGELES
ES3004
A 1 OF 1
" = 1’-0"81
3004
LOCOMOTIVE AND CAR ELEVATIONS
05/05/09A. CARLOS
ACA
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
EMERGNCY WINDOW
PULL FOR
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR PULL FOR
EMERGNCY WINDOWEMERGNCY WINDOW
PULL FOR
01/09/13 REVISED PARTIAL PLAN AT PLATFORM NDP
5'-
4"8'-
6"
HANDRAIL
PLATFORM
5'-0" 5'-0"
5'-
5"
6'-
0"
7'-
7"
19'-
0"
3'-
0"
2•"
7"
CONC.
STEEL HANDRAIL
1•" DIA. STAINLESSPOLE
CAULK AT BASE OF
OR POLYURETHANE
•" BEAD OF SILICON
NON-SHRINK GROUT
2•" DIA. CORE
WARNING PANELS
DETECTABLE
2' x 4' YELLOW
3'-
4"
12ƒ
"
12ƒ"
4'-8ƒ"8'-6"
8"
2'-7"
1'-
1"
5'-4"
8'-11"
BOLLARDS
HANDRAIL
4"
3'-
0"
4'-
0"
4•" WIDE (PAINTED)
YELLOW STRIPE
WARNING PANELS (TYP. U.O.N.)
2' x 4' YELLOW DETECTABLE
7'-
11"
2'-
7"
2'-
0"
9"
CLEARANCE ENVELOPELINE OF C.P.U.C.
MINI-HIGH RAMP
VERTICAL SURFACES OF
PROVIDE GRAFFITI COATING AT
R5-1 (DO NOT ENTER) SIGN
18"x18" POST MOUNTED MODIFIED
TUBULAR BOLLARDS (TYP)
THREE BRIGHT YELLOW R5-1 (DO NOT ENTER) SIGN
18"x18" POST MOUNTED MODIFIED
PER NOTE 3
MODIFIED SIGN R5-1
STRIPE SEE ES3203-01
1" WIDE BLACK CONTRAST
EDGE OF PLATFORM
(SEE LEGEND)
DETECTABLE WARNING PANELS
2' x 3' BLACK/WHITE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:47:11 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-01_revC.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
EL. + 1'-1"
CJ (TYP.)
OF
TR
AC
KC
ES3101-01
C 1 OF 4
310104/01/03A. CARLOS
ACA
SLOPE 1:16
RAMP UP
NOTE:
MINI-HIGH PLATFORM
A
SCALE: ‚" = 1'-0"
AS NOTED
09-10-12 REVISED PLAN ADDED SECTION A NDP
(MIN)
(MIN)
1-SCALE: 3" = 1'-0"
DETAIL
PLATFORM
MINI-HIGH
3.
2.
1.
EN
D
OF
RA
MP
BLACK TILE
WHITE TILE
LEGEND:
MIN.
CTRACK
T. O. RAIL
SECTION A-SCALE: ƒ" = 1'-0"
RAMP UP
-
1
DO NOT
ENTER
OF SIGN 4'-0" FROM PLATFORM LEVEL.
ON POST PER ES5210 WITH THE TOP
18" x 18" SIGN SHALL BE INSTALLED
THE MODIFIED R5-1, "DO NOT ENTER"
HIGH.
WITH TWO ORANGE REFLECTIVE BANDS 42"
WITH FIXED BASE AND YELLOW IN COLOR
BY IMPACT RECOVERY SYSTEMS OR EQUAL
TUBULAR BOLLARDS SHALL BE "TUFF POST"
BE AS PER SCRRA SPECIFICATIONS.
FABRICATION AND INSTALLATION SHALL
MINI-HIGH PLATFORM DESIGN, MATERIAL,
ACB 08-05-13 NDPREVISED NOTES ON PLATFORM PLAN MINI - HIGH PLATFORM DETAILS
C
ACC 10-07-16 NDPREVISED NOTES, "TILES" TO "PANELS"
50’-8"
17’-4"16’-0"17’-4"
6’-
0"
5’-
0"
11’-
0"
33’-4"
16’-0"17’-4"
6’-
0"
5’-
0"
11’-
0"
VA
RIE
S
17’-4"16’-0"17’-4"
3’-
0"
1’-
1"
5’-
0"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 1:48:56 PM11/27/2012 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-02_revA.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ES3101-02
A 2 OF 4
NTS
3101
MINI - HIGH PLATFORM DETAILS
04/16/01A. CARLOS
ACA
FRONT VIEW
REAR VIEW
MINI-HIGH HANDRAIL PLATFORM SCHEDULES
HANDRAIL
SIDE PLATFORM (DOUBLE RAMP)TYPE 1
SIDE PLATFORM (SINGLE RAMP)TYPE 2
CENTER PLATFORMTYPE 3
06-29-12 REMOVE SECTIONS AND ADDED PLANS & ELEVATIONS NDP
(TYP. OPP.)
HANDRAIL
DETECTABLE WARNING TILE
(T
YP.
OP
P.)
15'-6" 6'-0" 4'-0" 6'-0" 15'-6"
3'-6" 6'-0" 6'-0" 8'-0" 8'-0" 6'-0" 6'-0" 3'-6"
6'-0"3'-0" 3'-0"6'-0" 6'-0" 6'-0"4'-0"6'-0"6'-0"
6'-
0"
7'-
7"
5'-
5"
19'-
0"
3'-
0"
2'-
7"
7'-
11"
5'-
4"
8'-
6"
12'-
11"
1'-
1"
6'-0" 6'-0"4'-0"
5'-
0"
6'-
0"
15'-0"16'-0"15'-0"
6'-0" 6'-0"4'-0"
5'-
0"
6'-
0"
15'-0" 16'-0"
5'-
0"
6'-
0"
15'-0"16'-0"15'-0"
5'-
0"
6'-
0"
VA
RIE
S
11'-
0"
11'-
0"
11'-
0"
11'-
0"
5'-0" 5'-0"
(TYP.)
PLATE WITH NON-SLIP FINISH
3' x 6'-0" STEEL CHECKERED
CONCRETE RAMP UNITS
6'-0" x 11'-0" PRECAST
CONCRETE PLATFORM UNIT
4'-0" x 11'-0" PRECAST REINFORCED
CONCRETE RAMP UNITS
6'-0" x 11'-0" PRECAST
CONCRETE RAMP UNITS
6'-0" x 6'-0" PRECAST
1" THICK (PAINTED)
BLACK CONTRAST STRIPE
EDGE OF PLATFORM
TACTILE WARNING TILE
HANDRAIL
METAL
WARNING PANEL
2' x 4' YELLOW TACTILE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:47:12 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-03_revC.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
FRONT VIEW
REAR VIEW
MINI-HIGH PLATFORM
MINI-HIGH HANDRAIL
ES3101-03
C 3 OF 4
310104/01/03A. CARLOS
ACA 06-29-12 NDP
RAMP DNRAMP DN
OF TRACKC
TYPE 1
TYPE 2
TYPE 3
MINI-HIGH SCHEDULESSHALL BE AS PER SCRRA SPECIFICATIONS.MATERIAL, FABRICATION AND INSTALLATION
PRECAST MINI-HIGH PLATFORM DESIGN,
NOTE:
REVISE DRAWING SCALE, MINI-HIGH PLATFORM HEIGHT
ACB 08-05-13 NDPREVISED CONTRAST STRIPE PRECAST MINI - HIGH PLATFORM
" = 1'-0"41
ACC 10-07-16 NDPREVISED NOTE, "TILE" TO "PANEL"
6"
1'-
2"
6"
•"
4"
4"
2'-
0"
1'-
0"
1'-0"6"
1'-
1"
4"
1'-
4"
1'-
4"
10•"
7•"
2" 1ƒ"1ƒ" 2"
•"
MA
X.
2•
"
1'-
4"
1'-
4"
4"
3'-
0" T
YP.
1'-
4"
1'-
4"
1‚
"1‚
"
SCALE:
PLATE WITH NON-SLIP FINISH3' x 6'-0" STEEL CHECKERED
5'-
0"
6'-
0"
5'-0"
PLATFORM
MINI HIGHTOP OF
2" R.
2" R.
ADHESIVE BED
SIDE OF MINI HIGH
2•" x 7•" x •" PLATE
SMOOTH (TYP.)WELDED GROUND
BELOW STEEL PLATES
" x 3'-0"832" x 2" x
TYPICAL
" x 2'-0"83L 3" x 3" x
PLATFORM
TOP OF MINI HIGH
ANCHOR BOLTS
W/ (2) ƒ" DIA. x 4"
3" x 3" x …" x 2'-0"
THREADED ROD
‡" HOLES FOR †" DIA. x 10"
PLATFORM
STEEL HANDRAIL
1 •" DIA. O.D. STAINLESS
W/ NON-SLIP FINISH3' x 5'-6" STEEL PLATE
PLATFORM
TOP OF MINI HIGH
STEEL HANDRAIL
1 •" DIA. O.D. STAINLESS
DETAILS SEE ES3203-02
FOR ADDITIONAL PANEL
DETECTABLE WARNING PANEL
DETAILS SEE ES3203-02
FOR ADDITIONAL PANEL
DETECTABLE WARNING PANEL
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:47:13 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3101-04_revC.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
LEVEL FLOORSLOPE RAMPCLR LANDING
2"R
RAMP UP
8'-6"
BASE PLATE FOR SINGLE POST
DETAIL
NTS
A-
A-
PLATFORM EDGE
MINI HIGH
TYP.
OF TRACKC
T.O. PLATFORM
ES3101-04
C 4 OF 4
NONE
310102/21/07A. CARLOS
ACA
7'-11"
06-29-12 NDP
12'-11"
REVISE PRECAST PLAN & TYPICAL HANDRAIL 2
ACB 08-05-13 NDPREVISE DETAIL NOTES
DETAILS
PRECAST MINI - HIGH PLATFORM
TYPICAL HANDRAIL 2TYPICAL HANDRAIL 1
DETECTABLE WARNING PANEL
PRECAST RAMP ANCHOR ANGLES
ACC 10-07-16 NDPREVISE NOTES
6'-
0"
8"
9'-
0"
5'-4" 9'-6"
16'-0"
14'-0"
LIGHT POLE
CANOPY
INTERTRACK FENCE
PANEL PER ES3203
DETECTABLE WARNING
CONCRETE SLAB
CAST-IN-PLACE
MIN. 6" THICK
FOOTING DETAILS
STANDARD ES5101 FOR
SEE SCRRA ENGINEERING
SEATING AND PEDESTRIAN TRAFFIC
AS NEEDED TO ACCOMMODATE
EXTEND PLATFORM AT CANOPIES
HOT MIX ASPHALT
6" THICK
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:47:14 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3201_revA.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
3%
LANDSCAPING
TRACKC
NOTES:
2.
1.
MIN.
(TYP)
AWAY FROM TRACKS
1% (2% MAX) SLOPE
T.O. RAIL
SIDE PLATFORM
(MIN. CLEAR)
(MIN.)
(MIN. CLEAR)
PLATFORM.
STATION FURNITURE (BENCHES, TRASH RECEPTACLES) SHALL BE PLACED AT THE BACK OF THE
BY THE ARCHITECT.
LIGHT POLE AND CANOPY SHOWN AS REFERENCE ONLY ACTUAL DESIGN TO BE DETERMINED
ES3201
A 1 OF 1
NTS
320105/24/07A. CARLOS
ACA TYPICAL SECTIONS
SIDE PLATFORMS
10-07-16 REVISED WARNING PANEL NOTE NDP
5'-4"
8"
14'-0"
30'-0"
9'-
0"
15'-0"
CANOPY
LIGHT POLE
CONCRETE SLABCAST-IN-PLACEMIN. 6" THICK
EDGE FOUNDATIONCAST-IN-PLACE PLATFORM
(TYP)HOT MIX ASPHALT6" THICK
PANEL PER ES3203DETECTABLE WARNING
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:47:14 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3202_revB.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
TRACKC
OF PLATFORMC
NOTE:
TRACKC
MIN.
MIN.
MIN.
PLATFORM
1% SLOPE1% SLOPE
TOP OF RAIL
CENTER PLATFORM
DRAWING IS RECOMMENDED.CONSTRUCTION, THE CONFIGURATION SHOWN ON THISPLATFORM BY SCRRA DIRECTOR OF ENGINEERING ANDIF APPROVAL IS GRANTED FOR CONSTRUCTION OF CENTERSHALL BE PLACED AT THE CENTER OF THE PLATFORM.STATION FURNITURE (BENCHES, TRASH RECEPTACLES)
2.
1.
ES3202
B 1 OF 1
NTS
320205/24/07A. CARLOS
ACA 9-21-12 REVISED DETECTABLE WARNING REFERENCE NUMBER NDP TYPICAL SECTIONS
CENTER PLATFORMSACB 10-07-16 NDPREVISED WARNING PANEL NOTE
4'-
0"
EDGE OF PLATFORM
1'-2"4"
1'-2"
2'-0"
4•"
4'-
0"
1'-2"
4"
EDGE OF PLATFORM
8'-6"
5'-4"2'-0"
8'-6"
5'-4"2'-0"
YELLOW STRIPE
4" WIDE
1" WIDE CONTRAST STRIPE
CONCRETE SLAB
CONTRAST STRIPE
1" WIDE BLACK
YELLOW STRIPE
4•" WIDE
YELLOW STRIPE
4" WIDE
CONTRAST STRIPE
1" WIDE BLACK
FACILITIES)
TITLE 24 TRANSPORTATION
CALIFORNIA BUILDING CODE,
PANEL SHALL COMPLY WITH
(DETECTABLE WARNINGPANEL
YELLOW DETECTABLE WARNING
FACILITIES)
TITLE 24 TRANSPORTATION
CALIFORNIA BUILDING CODE,
PANEL SHALL COMPLY WITH
(DETECTABLE WARNINGPANEL
YELLOW DETECTABLE WARNING
PANEL END
DETECTABLE WARNING
STRIPE)
OVER 4•" WIDE YELLOW
(BLOCK LETTERS PAINTED
SPACING: 30 FT. ON CENTER
COLOR: BLACK
PER ES1212
4" HIGH BLOCK LETTERS,
SPACING: 30 FT. ON CENTER
(WHITE OR YELLOW) SHOULD BE USED.)
A CONTRASTING COLOR
(NOTE: IF PLATFORM SURFACE IS DARK,
COLOR: BLACK
PER ES1212
4" HIGH BLOCK LETTERS
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:47:15 AM11/10/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3203-01_revC.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
OF TRACK
PL
EA
SE W
AIT B
EHIN
D Y
EL
LO
W LIN
E
C
AA
C 1 OF 2
1" = 1'-0"
320304/16/01A. CARLOS
NOTE:
AT PLATFORM EDGE
DETECTABLE WARNING PANEL
PL
EA
SE W
AIT B
EHIN
D Y
EL
LO
W LIN
E
OF TRACKC
A A
FOR ADDITIONAL INFORMATION AND DETAILSSEE SCRRA STANDARD DRAWING ES3203-02
ES3203-01
ACA 05-31-13 REVISED CONTRAST STRIPE NDP
ACB 07-24-13 NDPADD ALTERNATE STRIPING, DETAILS MOVED TO SHEET 02
PLAN
ALTERNATE - A
STATIONS WITH SCRRA APPROVAL
FOR JOINT AMTRAK - METROLINK
AND MARKING DETAILSDETECTABLE WARNING TILE
SCALE: •" = 1'-0"
ACC 10-07-16 NDPADD ALTERNATE STRIPING, DETAILS MOVED TO SHEET 02
SECTION A-ADETECTABLE WARNING PANEL
5'-4"
8"
„"
•"
„"
‚"
„"
„"
„" EXPANSION JOINT
0.9"
0.45"
0.2
0"
PLATFORM
EDGE OF
(APPROX.)
1.67"
SLAB
CONCRETE
JOINT FILLER
EXPANSION
BACKER ROD
SEALANT WITH
BACKER ROD
SEALANT WITH
WARNING
DETECTABLE
WARNING
DETECTABLE
WARNING
DETECTABLE
WARNING
DETECTABLE
WARNING
DETECTABLE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 7:39:58 AM11/15/2016 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3203-02_revA.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
TOP OF PLATFORMSLOPE 1°
OF TRACK
ELEVATION
PLATFORM
CONCRETE
PLATFORM
CONCRETE
PLATFORM
CONCRETE
PLATFORM
CONCRETE
C
TRUNCATED DOMERAISED
TOP OF RAIL
BASE DIA
TOP DIA
SCALE: NONESCALE: NONE
CENTER SPACING
2.35" CENTER TO
IN A STAGGERED PATTERNRAISED, TRUNCATED DOMES
A 2 OF 2
1" = 1'-0"
320307/24/13A. CARLOS
ACA
ES3203-02
AND MARKING DETAILSDETECTABLE WARNING TILE
PANEL JOINTS
DETECTABLE WARNING
AT EXPANSION JOINTS
DETECTABLE WARNING PANEL
PANEL END
DETECTABLE WARNING
AT PLATFORM EDGE
DETECTABLE WARNING PANEL
10-07-16 REVISED DETAIL LABELS NDP
1
2
3
4
5
6
7
8
9
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 9:14:20 AM4/24/2013 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3301-01_revA.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
SHEET INDEX
DESCRIPTIONPAGE
LOCATION PLANS
DESIGN DRAWINGS
GENERAL NOTES
ALL TYPESETTING SHALL BE PROVIDED BY SIGN CONTRACTOR.
LETTER SPACING TO BE "NORMAL" SPACING FOR ALL SIGNS EXCEPT AS SPECIFIED
PATTERNS FOR APPROVAL PRIOR TO FABRICATION.
ALL INSTALLATION LOCATIONS & CONDITIONS SHALL BE FIELD VERIFIED PRIOR
TO FABRICATION.
ALL SIGNS SHALL BE INSTALLED AS PER EXISTING/CURRENT CODE REQUIREMENTS
FOR SAFE & SECURE MOUNTING.
SIGN CONTRACTOR SHALL COORDINATE ALL SIGN INSTALLATIONS WITH METROLINK.
SIGN CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ALL MATERIAL DETAILS &
SPECIFIC INSTRUCTIONS.
SIGN CONTRACTOR SHALL PROVIDE ALL ENGINEERING OF SIGN & GRAPHIC ITEMS
INCLUDING, BUT NOT LIMITED TO, INTERNAL STRUCTURE, ELECTRICAL & MECHANICAL
PARTS, CONCRETE FOOTINGS & APPLICABLE CODES & REGULATIONS. SHOP DRAWINGS
SHALL CARRY THE ENGINEER’S STAMP & BE SIGNED BY A CALIFORNIA REGISTERED
CIVIL ENGINEER.
SIGN CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL SIGNS.
ALL ATTACHMENT DETAILS SHALL BE SHOWN ON SHOP DRAWINGS & DRAWINGS SHALL
ALL EXPOSED SIGN SURFACES, ATTACHMENTS, EDGES & SEAMS SHALL BE PAINTED OR
PORCELAINIZED AS NOTED TO PREVENT RUST.
NO SIGN SHALL BE INSTALLED WITHIN THE PUBLIC UTILITIES COMMISSION CLEARANCE
ENVELOPE. POST, POLES AND SIGNS MUST HAVE A MINIMUM CLEARANCE OF 8’-6" TO
CENTER OF TANGENT TRACK.
ES3303-03
ES3303-02
ES3303-01
ES3302-02
ES3302-01
ES3301-02
ES3301-01
STATION SIGN MENU
STATION SIGN MENU
GRAPHIC STANDARDS
SHEET INDEX AND GENERAL NOTES
SIDE PLATFORM - TYPICAL SIGN LOCATION PLAN
SIDE PLATFORM - TYPICAL SIGN LOCATION PLAN
STATION SITE - TYPICAL SIGN LOCATION PLAN
ACA
04/01/09
3301
1 OF 2A
NTS
ES3301-01
SHEET INDEX AND GENERAL NOTES
A. CARLOS
OTHERWISE. SIGN CONTRACTOR SHALL PROVIDE SCRRA WITH TYPICAL SPACING
BE SUBMITTED TO SCRRA FOR APPROVAL PRIOR TO FABRICATION.
SIGN TYPE 41: PASSENGER INFORMATION TELEPHONE
CENTER PLATFORM - LOCOMOTIVE POSITION MARKER PLAN
SIDE PLATFORMS - LOCOMOTIVE POSITION MARKER PLAN
SIDE PLATFORMS - LOCOMOTIVE POSITION MARKER PLAN
SIDE PLATFORM - TYPICAL SIGN LOCATION PLAN
SIGN TYPE 30.1: NEW TRAIN POSITION MARKER SIGN
SIGN TYPE 30: TRAIN POSITION MARKER SIGN
SIGN TYPE 28.1: DISPLAY CASE - POST MOUNTED (SINGLE-SIDED)
SIGN TYPE 28: DISPLAY CASE - WALL OR POST MOUNTED
SIGN TYPE 27: A.D.A STATION IDENTIFICATION SIGN AT TRACK
SIGN TYPE 26: MAP/INFORMATION KIOSK FREESTANDING
SIGN TYPE 25: A.D.A STATION IDENTIFICATION SIGN (BRAILLE)
SIGN TYPE 24: PEDESTRIAN RESTRICTIVE/INFORMATION SIGN
SIGN TYPE 23: ACCESSIBILITY SIGN
SIGN TYPE 22: CPUC RAILROAD CROSSING SIGN - POST MOUNTED
SIGN TYPE 21: STATION IDENTIFICATION SIGN - LARGE
SIGN TYPE 20: STATION IDENTIFICATION SIGN - SMALL
SIGN TYPE 16: PEDESTRIAN DIRECTIONAL LOOK SIGN - POST MOUNTED
SIGN TYPE 15: PEDESTRIAN DIRECTIONAL SIGN - GATE MOUNTED
SIGN TYPE 14: PEDESTRIAN CROSSING - WARNING SIGN
SIGN TYPE 13: ELEVATOR IDENTIFICATION SIGN - FLAG MOUNTED
SIGN TYPE 12: ELEVATOR DIRECTIONAL SIGN - POLE MOUNTED
SIGN TYPE 11: TRACK DIRECTIONAL SIGN - POLE MOUNTED
SIGN TYPE 7: ACCESSIBLE PARKING INFORMATION SIGN
SIGN TYPE 6: ACCESSIBLE PARKING - IDENTIFICATION SIGN
SIGN TYPE 5: PARKING RESTRICTIVE SIGN - POLE MOUNTED
SIGN TYPE 4: TRAILBLAZER DIRECTIONAL
SIGN TYPE 3: INFORMATION/RESTRICTIVE - EXIT SIGN INSTALLATION DETAILS
SIGN TYPE 3: INFORMATION/RESTRICTIVE - ATTACHMENT DETAILS
SIGN TYPE 3: INFORMATION/RESTRICTIVE - MOUNTING CONDITIONS
SIGN TYPE 3: INFORMATION/RESTRICTIVE - COPY LAYOUTS
SIGN TYPE 2: VEHICULAR DIRECTIONAL - FREESTANDING SIGN
SIGN TYPE 1: PRIMARY IDENTIFICATION MONUMENT SIGN
ES3332
ES3330-06
ES3330-05
ES3330-04
ES3330-03
ES3330-02
ES3330-01
ES3328-02
ES3328-01
ES3327
ES3326
ES3325
ES3324
ES3323
ES3322
ES3321
ES3320
ES3319
ES3318
ES3317
ES3316
ES3315
ES3314
ES3311
ES3310
ES3309
ES3308
ES3307-04
ES3307-03
ES3307-02
ES3307-01
ES3306
ES3305
03-22-13 REVISE SHEET INDEX NDP
COLOR: COOL GRAY
BACKGROUND: WHITE
COLOR: BLACK
COLOR: COOL GRAY
COLOR: TEAL
COPY COLOR: WHITE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:30 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3301-02_revA.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
PROJECT COLORS
PROJECT SYMBOLS
PROJECT LOGO
NOTE: DIGITAL FILES OF METROLINK LOGOTYPE TO BE PROVIDED BY SCRRA
PROJECT TYPOGRAPHY
BLACK
PMS BLACK
WHITE
TYPICAL BRIGHT WHITE
TEAL
PMS 323
ACCESS BLUE
PMS 801
RED
PMS 193
YELLOW
PMS 116
GREEN
PMS 355
PRIMARY SECONDARY WARNING & TRACKS
CROSSING
2. P.U.C. RAIL 4. NO PARKING 5. NO SMOKING 6. TRAIN
7. PARKING 8. ACCESSIBILITY 9. TELEPHONE 10. RESTROOMS 11. BUS 12. TAXI
PMS 542
BLUE
ARROW
1. PROJECT
ENTER
3. DO NOT
PARKING
13. BICYCLE
PARKING
14. MOTORCYCLE
TRACKS
15. DO NOT CROSS
AACA
A. CARLOS 04/01/09
3301
NTS
2 OF 2
ES3301-02
GRAPHIC STANDARDS03-20-17 REVISED LOGO AND COLORS DJM
ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghijklmnopqrstuvwxyz
0123456789
ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghijklmnopqrstuvwxyz
0123456789
BERTOLD AKZIDENZ GROTESK SUPER
BERTOLD AKZIDENZ GROTESK MEDIUM
GRAY
PMS COOL GRAY 10C
SEA GREEN
PMS 318
ORANGE
PMS 1665C
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:24:55 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3302-01.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
SIGN TYPE 1
PRIMARY IDENTIFICATION SIGN -
MONUMENT
SIGN TYPE 2
VEHICULAR DIRECTIONAL SIGN -
FREESTANDING
SIGN TYPE 3
INFORMATION/ RESTRICTIVE SIGN
SIGN TYPE 4
TRAILBLAZER DIRECTIONAL SIGN
SIGN TYPE 5
PARKING RESTRICTIVE SIGN -
POLE MOUNTED
SIGN TYPE 11
TRACK DIRECTIONAL SIGN
SIGN TYPE 12
ELEVATOR DIRECTIONAL SIGN
SIGN TYPE 13
ELEVATOR IDENTIFICATION SIGN -
FLAG MOUNTED
SIGN TYPE 20
STATION IDENTIFICATION SIGN - SMALL
POLE MOUNTED
SIGN TYPE 16
PEDESTRIAN DIRECTIONAL SIGN -
POLE MOUNTED
SIGN TYPE 21
STATION IDENTIFICATION SIGN - LARGE
POLE MOUNTED
SIGN TYPE 6
ACCESSIBLE PARKING
IDENTIFICATION SIGN
SIGN TYPE 7
ACCESSIBLE PARKING INFORMATION SIGN
SIGN TYPE 23
ACCESSIBILITY SIGN
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3302
NTS
1 OF 2
ES3302-01
STATION SIGN MENU
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:24:56 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3302-02.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
SIGN TYPE 26
MAP/ INFO KIOSK
FREESTANDING
SIGN TYPE 27
ADA STATION IDENTIFICATION SIGN
AT TRACK
SIGN TYPE 28
DISPLAY CASE
SIGN TYPE 30
POSITION MARKER &
TRACK IDENTIFICATION SIGN
SIGN TYPE 30.1
LOCOMOTIVE POSITION MARKER
SIGN TYPE 24
PEDESTRIAN RESTRICTIVE/
INFORMATION SIGN
SIGN TYPE 25
A.D.A. STATION
IDENTIFICATION SIGN
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3302
NTS
2 OF 2
ES3302-02
STATION SIGN MENU
SIGN TYPE 41
PASSENGER INFORMATION TELEPHONE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:24:57 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3303-01.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
PARKING LOT
BUS STOP
PRIMARY
ENTRANCE
PLATFORM
TRACK
ST
RE
ET
ACCESSIBLE
PARKING
SIGNS
VEHICULAR
DIRECTIONAL
SIGN
SITE
IDENTIFICATION
MONUMENT
ACCESSIBLE PARKING
RESTRICTIVE
NO PARKING
LOADING ZONE
SIGNS
METROLINK
PARKING RESTRICTIVE
SIGN
MAP
INFORMATION
KIOSK
6-1
26-1
3-1
7-1
1-1
2-1
5-1
NOT FOR CONSTRUCTION
NOTE:
THIS REPRESENTS A TYPICAL METROLINK STATION
AND IS SHOWN FOR REFERENCE ONLY.
ACTUAL STATIONS MAY VARY FROM THIS PLAN.
PLAN
SCALE: NTS
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3303
NTS
1 OF 3
ES3303-01
TYPICAL SIGN LOCATION PLAN
STATION SITE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:24:58 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3303-02.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
PLAN
SCALE: NTS
TRACK
FENCE
TRACK
PLATFORM
PLATFORM
"DO NOT ENTER"
SIGN
24-1
21-1
24-2
21-1
24-4
21-1
24-2
21-1
24-2
21-1
24-4
21-1
24-2
23-1
25-1
23-1
25-1
"PLEASE
PURCHASE
TICKET"
SIGN
"PLEASE
PURCHASE
TICKET"
SIGN
21-1
24-4
"NO BICYCLING"
SIGN
21-1
24-4
24-1
24-1
24-1
24-1
"DO NOT ENTER"
SIGN
"NO BICYCLING"
SIGN
24-1
24-1
"DO NOT ENTER"
SIGN
23-1
25-1
25-1
25-1
23-1
ADA STATION
IDENTIFICATION
SIGN
ACCESSIBLE RAMP
IDENTIFICATION
SIGN
STATION IDENTIFICATION
SIGN25-1
24-1
"DO NOT ENTER"
SIGN
NOT FOR CONSTRUCTION
NOTE:
THIS REPRESENTS A TYPICAL METROLINK STATION
AND IS SHOWN FOR REFERENCE ONLY.
ACTUAL STATIONS MAY VARY FROM THIS PLAN.
ST
ATIO
N E
NT
RA
NC
E
ST
ATIO
N E
NT
RA
NC
E
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3303
NTS
2 OF 3
ES3303-02
TYPICAL SIGN LOCATION PLAN
SIDE PLATFORM
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:24:58 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3303-03.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
PLAN
SCALE: NTS
TRACK
FENCE
PLATFORM
21-1
24-4
21-1
24-2
21-1
24-4
21-1
24-2
27-1
24-1
24-1
27-1
24-1
25-1
ADA STATION
IDENTIFICATION
SIGN
ACCESSIBLE
RAMP
IDENTIFICATION
SIGN
IDENTIFICATION DECAL
APPLIED TO
TICKET VALIDATOR
STATION IDENTIFICATION SIGN23-1
31-1
25-1
24-1
NOT FOR CONSTRUCTION
NOTE:
THIS REPRESENTS A TYPICAL METROLINK STATION
AND IS SHOWN FOR REFERENCE ONLY.
ACTUAL STATIONS MAY VARY FROM THIS PLAN.
ST
ATIO
N E
NT
RA
NC
E
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3303
NTS
3 OF 3
ES3303-03
TYPICAL SIGN LOCATION PLAN
SIDE PLATFORM
3"
TOP COLOR: WHITE
SIGN CABINET
SMOOTH AND PAINTED COLOR: WHITE
TOP OF POST TO BE FINISHED
1'-0"
C
CC
9'-1"
1'-0" 8'-0" 1'-0"•" •"
1'-
8"
4"
5"
5"2•
"1ƒ
"
3"
2‚
4" 1ƒ"
4"
10•
"
10•" 4"
3"
ENAMEL PANEL
PAN STYLE PORCELAIN
DOUBLE-FACED 2-PARTALUMINUM POST
1'-0" DIA.
STEEL REVEAL
GRADE PLYWOOD PANELS TO PREVENT OIL-CANNING
INTERNAL STRUCTURE AS REQ'D. INSERT MARINE
ELECTRICAL CONDUIT
COPY COLOR: WHITE
LOGO COLOR: WHITE
BACKGROUND COLOR: TEAL
COLOR: WHITE
ALUMINUM POST
REVEAL COLOR: GRAY
FABRICATED ALUMINUM
DEPTH AS REQUIRED
CONCRETE FOOTING TO
LINE COLOR: WHITE
BAR COLOR: ORANGE
•"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:31 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3305_revB.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
BACA
A. CARLOS 04/01/09
3305
1 OF 1
ES3305
B A
C
E
D
05/01/12 REVISED DETAIL "A" AND "D" NDP SIGN TYPE I
PRIMARY IDENTIFICATION MONUMENT SIGN
City Name/
City Name Station
12345
City Name/
12345
ƒ"
RE
VE
AL
ƒ"
RE
VE
AL
&
PO
ST
S
OF
PA
NE
L
SIGN TYPE 1
PRIMARY IDENTIFICATION SIGN - MONUMENT
SIGN CONTRACTOR SHALL ENGINEER FABRICATION & INSTALLATION 1.
OF SIGN STRUCTURE TO SATISFY ALL LOCAL CODES & WIND LOAD FACTORS.
SIGN PANEL TO BE PORCELAIN ENAMEL W/ SMOOTH-FINISHED EDGES & SEAMS; 2.
MARINE GRADE PLYWOOD-FILLED INTERIOR.
ALL FASTENERS SHALL BE PLATED FASTENERS & SHALL BE PAINTED 3.
TO MATCH SIGN FACE.
NOTES:
PLAN SECTION
1 LINE/DOUBLE-FACED
ELEVATION
PLAN
2 LINE/DOUBLE-FACED
ELEVATION
SIDE VIEW
COLOR #1: COOL GRAY
COLOR #2: BLACK
COLOR #3: TEAL
COLOR #1: COOL GRAY
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: •" = 1'-0"
NOT TO SCALE
NOT TO SCALE
SCALE: 1" = 1'-0"
AS NOTED
ACB 03/21/17 DJMREVISED DETAILS A, B, C AND D
C
CC
3"
TOP COLOR: WHITE
SIGN CABINET
SMOOTH AND PAINTED COLOR: WHITE
TOP OF POST TO BE FINISHED
3'-5"
4" 3'-0" 4"•" •"
BACKGROUND COLOR: TEAL
REVEAL COLOR: GRAY
FABRICATED ALUMINUM
DEPTH AS REQUIRED
CONCRETE FOOTING TO
2'-
6"
4'-
0"
4" DIA. POSTS
ES3301-02
LOGO COLORS PER
COLOR: WHITE
PAINTED STEEL POST
3"4‚" 3"
3"
11•
"6ƒ
"
2‡"
5"
5"
COLOR: ORANGE
COPY COLOR: WHITE
GRAPHIC COLOR: BLACK
5" DIA. GRAPHIC
COPY COLOR: WHITE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:32 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3306_revA.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
AACA
A. CARLOS 04/01/09
3306
1 OF 1
ES3306SIGN TYPE 2
FREESTANDING SIGNVEHICULAR DIRECTIONAL
B A
C
D
&
PO
ST
S
OF
PA
NE
L
SIGN CONTRACTOR SHALL ENGINEER FABRICATION & INSTALLATION 1.
OF SIGN STRUCTURE TO SATISFY ALL LOCAL CODES & WIND LOAD FACTORS.
SIGN PANEL TO BE PORCELAIN ENAMEL W/ SMOOTH-FINISHED EDGES & SEAMS; 2.
MARINE GRADE PLYWOOD-FILLED INTERIOR.
ALL FASTENERS SHALL BE PLATED FASTENERS & SHALL BE PAINTED 3.
TO MATCH SIGN FACE.
NOTES:
PLAN SECTION
PLAN
SIDE VIEW
SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"NOT TO SCALE
SCALE: 1•" = 1'-0"ƒ"
RE
VE
AL
ƒ"
RE
VE
AL
ELEVATION DOUBLE-FACED
4-1/2" (5" O.D.)
STEEL POST DOUBLE-FACED 2-PART
PAN STYLE PORCELAIN
ENAMEL PANEL
INTERNAL STRUCTURE AS REQ'D.INSERT MARINE GRADE PLYWOOD
PANELS TO PREVENT OIL-CANNING.REVEAL
STEEL
SIGN TYPE 2
VEHICULAR DIRECTIONAL SIGN - FREESTYLE
03-21-17 REVISED SIGN DETAILS DJM
AS NOTED
Parking
1'-0"
C
1'-
6"
"21
2"
211
"21
7
PANEL COLOR: TEAL
(TYPICAL)R = •"
COLOR: WHITEBOTH SIDESOR PAINTED ONCOPY SILKSCREENED
"21
1
"43
"83
11"
"83
41"
"21
1"
43"
211
1"
"43
32"
"43
"21
1
"41
4"21
1 "21
1
"43
"21
11"
"83
4"
432
"21
31"
5"
1"
"21
1
1"
"21
1
"21
1 1"
1"
3"
"43
11"
COLOR: WHITECOPY & SYMBOL
THIS SIGN ONLYBACKGROUND COLOR: RED
"43
2
1"
1"
"2
1
"871
"41
1
(TYP)COLOR: ORANGE
"87
3"87
3
ES3301-02LOGO COLORS PER
3"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:32 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3307-01_revA.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
A
B
AACA
A. CARLOS 04/01/09
3307
NTS
1 OF 4
ES3307-01SIGN TYPE 3
COPY LAYOUTS
INFORMATION / RESTRICTIVE
(TYPICAL)
& COPYOF PANEL
ARE TO BE DOUBLE FACEDALL TRACK NUMBER SIGNS
NOTE:
SIGN TYPE 3
INFORMATION / DIRECTIONAL SIGN
1COPY LAYOUTS TRACK ID SIGN
(SEE ES3307-03 FOR INSTALLATION)
COPY LAYOUTS
6DIRECTIONAL SIGN
(4 COPY LINES)5
DIRECTIONAL SIGN
(3 COPY LINES)4
DIRECTIONAL SIGN
(2 COPY LINES)3
EXIT SIGN
(SEE ES3307-04 FOR INSTALLATION)2
RESTRICTIVE SIGN
NOTES:
DIMENSIONS & NOTES TYPICAL EXCEPT AS NOTED.1.
CONTINUE PAINT COLOR USED ON FRONT SURFACE OF SIGNS TO SIDES. PAINT BACK OF PANEL SOLID WITH DOMINANT COLOR.2.
SEAL SIGNS WITH TRANSPARENT ANTI-GRAFFITI FILM. 3.
SIGN TYPE 3 NUMBERS CHART
3-01 THRU 3-19 3-20 THRU 3-29 3-30 THRU 3-39
TRACK NUMBER /
IDENTIFICATION SIGNS
DIRECTIONAL SIGNSREGULATORY SIGNS
03-22-17 REVISED SIGNS DETAILS DJM
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:25:02 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3307-02.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ELEVATIONS / MOUNTING CONDITIONSA
WALL MOUNT1 LIGHT POLE MOUNT
(DIRECTIONAL SIGN)
2 LIGHT POLE MOUNT
(TRACK IDENTIFICATION SIGN)
3 FENCE MOUNT4
POST MOUNT
(RESTRICTIVE SIGN)
5 POST MOUNT
(RESTRICTIVE SIGN)
6 FLAG MOUNT - TALL
(EXIT SIGN)
7 FLAG MOUNT - SHORT
(EXIT SIGN)
8
C/L OF POST &
SIGN PANEL
SIGN PANEL
(SEE ATTACHMENT
SIGN PANEL
(SEE ATTACHMENT
2" SQ.
PAINTED
STEEL POST
COLOR: WHITE
C/L OF
SIGN PANEL
C/L OF LIGHT
STANDARD / POLE
& SIGN PANEL
SIGN PANEL
SIGN PANEL
FENCE
SIGN
PANEL
(SEE ATTACHMENT
SIGN PANEL
(TOP OF SIGN
TO ALIGN W/
TOP OF FENCE)
PAINTED
TOP PLATE
COLOR: WHITE
PAINTED TOP PLATE
COLOR: WHITE
PAINTED TOP PLATE
COLOR: WHITE
3’-8" +/-
VARIES
1"
SIGN PANEL
FLAG MOUNTED TO POST
(SEE ATTACHMENT DETAILS
NOTE: SIGNS TO POINT AWAY
RIGHT-OF-WAY CLEARANCE
60"
6’-8"
(80")
6’-8"
(80")
6’-8"
(80")
6’-8"
(80")
2" SQ.
PAINTED STEEL POST
COLOR: WHITE
SIGN PANEL
FLAG MOUNTED
TO POLE
(SEE ATTACHMENT WALL
FROM TRACKS TO MAINTAIN
DETAIL 3 ES3307-03)
DETAIL 7 ES3307-03)
2, 3 ES3307-03)
DETAILS 9, 10, 11 ES3307-03)
DETAIL 3 ES3307-03)
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3307
NTS
2 OF 4
ES3307-02SIGN TYPE 3
DETAILS
INFORMATION / RESTRICTIVE SIGN
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:32 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3307-03_revA.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
AACA
A. CARLOS 04/01/09
3307
NTS
3 OF 4
ES3307-03SIGN TYPE 3
ATTACHMENT DETAILS
INFORMATION / RESTRICTIVE SIGN
1
2 3 4
65
8
7
11109
ATTACHMENT DETAILSA
H4-D-007 STRAP ON
L-MOUNT BRACKET
STAINLESS STEEL
AS MANUFACTURED
BY WESTERN HIGHWAYS
OR APPROVED EQUAL
TAMPER
PROOF
FASTENER
SIGN PANEL
MOUNTS TO BACK
SIDE OF BRACKET
TAMPER PROOF
FASTENERS
SIGN PANEL
PAINTED GRAY
FABRICATED STEEL BRACKET
1/8" THICK PAINTED ALUMINUM
BACK PANEL MECHANICALLY
ATTACHED TO POST WITH
FLUSH-HEAD SCREWS AS REQ'D.
ATTACHED TO BACK PANEL W/ 3M VHB TAPE
1/8" THICK PAINTED ALUM. SIGN PANEL
AROUND PERIMETER & SILICONE ADHESIVE
AS REQ'D. FOR SAFE & SECURE MOUNTING.
APPLY QUALITY PRIMARY TO ALL PAINTED
SURFACES TO PREVENT ELECTROLYSIS.
TYPICAL, ALL SIGNS.
TAMPERPROOF FASTENERS
BACK PANEL - SAME SIZE AS SIGN PANEL
FENCE/ GATE
FLUSH-HEAD SCREWS AS REQUIRED
SIGN PANELCOLOR: WHITE
PAINTED STEEL BRACKET
LIGHT STANDARD/ POLE
SILICONE
METAL WITH D/F TAPE &
SIGN PANEL ATTACHED TO
METAL SURFACE
INFORMATION / DIRECTIONAL SIGN
ROUND
POLE
FASTENER
HARDSCAPE
EXISTING
HOLE
INTO CORED
POURED
CONCRETE
SIGN POST
AS REQUIRED
FOOTING TO DEPTH
CONCRETE
SIGN POST
HARDSCAPE
EXISTING
CONCRETE ANCHORS
TAMPER PROOF
COLOR: WHITE
FLANGE, WELDED TO POST
PAINTED STEEL
SIGN POST
FLUSH-HEAD CONCRETE ANCHOR
DEPTH AS REQUIRED
EXISTING MASONRY WALL
1/8" PAINTED ALUMINUM
BACK PLATE
SIGN PANEL ATTACHED TO
BACK PLATE WITH VHB TAPE
WALL MOUNT TO MASONRY HARDSCAPE MOUNTING CONDITION
WITH FLANGE
LANDSCAPE MOUNTING
CONDITION
HARDSCAPE MOUNTING CONDITION
CORE AND DRILL
WALL MOUNT TO METAL POLE MOUNT ON EXISTING POLE FENCE MOUNT
FLAG MOUNT TO SQUARE POST FLAG MOUNT TO SQUARE STEEL POST SQUARE POST MOUNT
FLAG MOUNT TO ROUND POLE
SIGN TYPE 3 - TRACK IDENTIFICATION
LIGHT STANDARD / POLE
SIGN PANEL BACK
STAINLESS
STEEL STRAP
ST. STL. STRAPS
@ ROUND POLES
(SEE B ES3307-01)
ST. STL. BRACKETS
@ SQ. POSTS
(SEE B9 ES3307-02)
POLE/POST
COLOR: WHITE
SIGN FACE
STEEL POST
SQUARE POST
SIGN
PANELAPPLICATIONS ONLY
FOR SQUARE POST
OR APPROVED EQUAL
(AMERICAN SIGN BRACKETS)
WING BRACKET #11-11F
SIGN PANEL
SQUARE POST
STAINLESS
STEEL STRAP
ATTACHMENT SCREWS,
QTY. AS REQ'D.
03-22-17 REVISED DETAIL "1" DJM
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:25:04 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3307-04.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
INFORMATION / DIRECTIONAL SIGN
SIGN TYPE 3 - EXIT SIGN
VERSION OF SIGN WITH SIGN PANEL POINTING
PLATFORM EDGE
EXISTING FENCE BEHIND SIGN
2" SQ. PAINTED STL. POST
COLOR: WHITE
FLAG MOUNT - TALL (EXIT SIGN)
A
CLEARANCE
1
AWAY FROM TRACK. (SEE A)
WHERE DISTANCE FROM CENTERLINE OF TRACK2.
TO FENCE IS 10’-2" OR GREATER, INSTALL SHORT
VERSION OF SIGN WITH SIGN PANEL POINTING
TOWARD TRACK. (SEE B)
MINIMUM
DISTANCE
FROM FENCE
PLATFORM
EDGE
POST &
SIGN PANEL
EXISTING FENCE
WHERE FENCE IS LOCATED LESS THAN 10’-2"1.
FROM CENTERLINE OF TRACK, INSTALL TALL 8’-6"
PLATFORM EDGE
2" SQ PAINTED STL. POST
CLEARANCE
2 PLAN
EDGE
PLATFORM
MINIMUM
FROM FENCE
POST &
SIGN PANEL
EXISTING FENCE
EXISTING FENCE
SIGN PANEL
PEDESTRIAN WALKWAY
FLAG MOUNT - SHORT (EXIT SIGN)
SEE NOTE 3
C/L OF TRACK
B
1
SIGN PANEL
8’-6"
DISTANCE
COLOR: WHITE
2 PLAN
C/L OF TRACK
C/L OF TRACK
6’-8"
C/L OF TRACK
ELEVATIONELEVATION
8’-6" CLEARANCE 8’-6" CLEARANCE
SEE NOTE 3
SEE NOTE 4, ES2102.3.
NOTES:
-XXXXREVISIONXX-XX-XXX
A. CARLOS
3307
NTS
4 OF 4
ES3307-04SIGN TYPE 3
EXIT SIGN INSTALLATION DETAILS
INFORMATION / RESTRICTIVE SIGN
3'-0"
3'-
0"
C
5"
10"
10"
"8
52
2"
2"
PAINT TO MATCH PANEL
LAG BOLTS AS REQUIRED
PANEL COLOR: TEAL
LOGO COLOR: WHITE
REFELCTIVE VINYL DIE CUT
ES3301-02
LOGO COLORS PER
6" x 6" WOOD POST
HEAD TO MATCH PANEL FACE
LAG BOLT AS REQUIRED, PAINT
STRAP
STAINLESS STEELEXISTING LIGHT STANDARD
IF REQUIRED FOR STABILITY
ADD ALUMINUM "L" BRACKETS
SIGN PANEL
„" THICK ALUMINUM
REQUIRED PAINTED WHITE
ALUMINUM CHANNEL AS
AS REQUIRED
ATTACHMENT SCREWS
PANEL
SIGN
POST
WOOD
6" x 6"
SIGN PANEL
8'-
0"
STANDARDS
AS PER CALTRANS
OR BREAK-AWAY POST
6" x 6" WOOD POST
VARY)
(CONDITIONS
POLE
EXISTING
SIGN FACE
TO MAINTAIN VERTICAL
SHIM AS REQUIRED
AS REQUIRED
CONCRETE FOOTING
INSTALLER
& APPLIED IN THE FIELD BY
DIRECTION TO BE DETERMINED
ARROW COLOR: ORANGE
REFELCTIVE VINYL DIE CUT
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:33 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3308_revA.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
AACA
A. CARLOS 04/01/09
3308
NTS
1 OF 1
ES3308
SIGN TYPE 4
TRAILBLAZER DIRECTIONAL SIGN
LOGO
PANEL, ARROW &
PLAN SECTION - POST MOUNTED
NOTES:
CONTINUE PAINT COLOR USED ON FRONT SURFACE OF SIGNS AROUND EDGES.1.
PAINT BACK SIGN PANEL TEAL.2.
ALL FASTENERS SHALL BE PLATED AND PAINTED TO MATCH SURROUNDING COLOR.3.
4. SEAL SIGN WITH TRANSPARENT ANTI-GRAFFITI FILM.
SIGN TYPE 4
TRAILBLAZER DIRECTIONAL SIGN
(V
ERIF
Y
WIT
H
CIT
Y)
PLAN SECTION - POLE MOUNTED
ELEVATIONS COPY LAYOUT
POST MOUNTED
SIDE VIEW - FRONT VIEW -
POST MOUNTED
FRONT VIEW -
POLE MOUNTED
SIDE VIEW -
POLE MOUNTED
4-1
D
C
B A
1 2 3 4
03-23-17 REVISED COPY LAYOUT "A" AND ELEVATIONS DJM
"2
1"
43
"2
11"
1"
2'-
0"
1'-5"
1"
2"
‡"
1"
2'-
0"
2"
1'-5"
1"
ƒ"
1"
"8
52"
43
1"
ALIGN COPY
BACKGROUND COLOR: TEAL
R = •"
COLOR: WHITE
PAINTED COPY
SILK SCREEN OR
PRIOR TO FABRICATION
VERIFY COPY W/ SCRRA
ALIGN COPY
BACKGROUND COLOR: TEAL
COLOR: WHITE
PAINTED COPY
SILK SCREEN OR
PRIOR TO FABRICATION
VERIFY COPY W/ SCRRA
R = •"
(TYPICAL, ALL SIGNS)
SURFACES TO PREVENT ELECTROLYSIS.
APPLY QUALITY PRIMARY TO ALL PAINTED
AS REQUIRED FOR SAFE & SECURE MOUNTING.
TAPE AROUND PERIMETER & SILICONE ADHESIVE
ATTACHED TO BACK PANEL WITH 3M VHB
„" THICK PAINTED ALUMINUM SIGN PANEL
REQUIRED
FLUSH-HEAD SCREWS AS
ATTACHED TO POST WITH
BACK PANEL MECHANICALLY
„" THICK PAINTED ALUMINUM
BEFORE PAINTING COLOR: WHITE
WELD TO POST AND GRIND SMOOTH
„" PAINTED STEEL TOP PLATE,
C
SIGN PANEL
COLOR: WHITE
STEEL POST
2" SQ. PAINTED
1"
6'-
8"
REQUIRED
FOOTING AS
CONCRETE
1"
LOGO COLOR PER ES3301-02
LOGO COLOR PER ES3301-02
DIRECTOR OF ENGINEERING AND CONSTRUCTION
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 10:47:34 AM4/25/2017 Plot Driver=> S:\Plot Drivers\practice_pdf.plt FileName=> S:\V8EngStds\Revisions in progress\ES3309_revA.dgn
ENGINEERING STANDARDS
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYPRINCIPAL ENGINEER: DESIGN & ENGINEERING
A
D
B
AACA
A. CARLOS 04/01/09
3309
NTS
1 OF 1
ES3309
ALIGN
C
SIGN TYPE 5
POLE MOUNTED
PARKING RESTRICTIVE SIGN
SIGN TYPE 5
PARKING RESTRICTIVE SIGN - POLE MOUNTED
ATTACHMENT DETAIL - PLAN SECTION
BY CITY PRIOR TO FABRICATION.
PHONE NUMBERS AND ADDRESS TO BE PROVIDED
SEAL SIGN WITH TRANSPARENT ANTI-GRAFFITI FILM.
TO MATCH SURROUNDING COLOR.
ALL FASTENERS SHALL BE PLATED AND PAINTED
PAINT BACK SIGN PANEL TEAL.
OF SIGNS AROUND EDGES.
CONTINUE PAINT COLOR USED ON FRONT SURFACE
5.
4.
3.
2.
1.
SIGN PANEL
OF POST &
7-1 5-1E
5-1S
ELEVATIONSCOPY LAYOUT 5-1E
5-1SCOPY LAYOUT
FRONT SIDE1 2
NOTES:
03-23-17 REVISED COPY LAYOUTS "A" & "C" DJM
1"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 2:25:07 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\3000\ES3310.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY -XXXXREVISIONXX-XX-XXX
A. CARLOS
3310
NTS
1 OF 1
ES3310SIGN TYPE 6
IDENTIFICATION SIGN
ACCESSIBLE PARKING
ACCESSIBILITY
BACKGROUND COLOR:
DISABLED ACCESS BLUE
COPY & SYMBOL
COLOR: WHITE REFLECTIVE
OR APPROVED EQUAL
SIGN NO. R99C
WESTERN HIGHWAY
BACKGROUND COLOR:
DISABLED ACCESS BLUE
COPY COLOR: WHITE
OR APPROVED EQUAL
SIGN NO. RFHVA
WESTERN HIGHWAY
OR APPROVED EQUAL
SIGN NO. R99B
WESTERN HIGHWAY
SIGN TYPE 6
ACCESSIBLE PARKING IDENTIFICATION SIGN
NOTES:
BELEVATIONS
COPY LAYOUTS
A
C/L OF POST &
SIGN PANEL
2" SQ. PAINTED
STEEL POST
COLOR: WHITE
SIGN PANELS
1"
6’-8"
(80")
6-1
6-2
1 FRONT 2 SIDEAS REQ’D.
CONCRETE FOOTING
ATTACHMENT DETAIL - PLAN SECTION
C
STEEL POST
SIGN PANEL
ATTACH SIGN TO POST WITH TAMPER PROOF BOLT
PER WESTERN HIGHWAY STANDARD
TYPICAL SIGN TYPES 6 & 7
ACCESSIBLE PARKING ONLY SIGNS
1" BELOW BOTTOM EDGE OF EXISTING
NOTE: THIS SIGN ATTACHES TO POST
1’-0"
2’-0"
8" 9"
6-1
6-2 6-3
CALIFORNIA ACCESSIBILITY REGULATIONS CONTAINED IN TITLE 24, CALIFORNIA CODE OF RE
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