NOTES:
1. SIDE BARRIERS SHALL BE MAINTAINED IN PLACE EXCEPT MAY BE REMOVED
WHEN ROLLING STOCK IS ON THE PIT TRACK. BARRIERS ARE TO BE REPLACED
BEFORE ROLLING STOCK IS REMOVED FROM THE PIT TRACK.
2. WALKWAYS SHALL BE MAINTAINED AND KEPT FREE FROM VEGETATION.
3. IF PHYSICAL CONDITIONS REQUIRE THE MINIMUM REQUIRED WALKWAY WIDTH FOR NO. 1
TYPE WALKWAYS MAY BE REDUCED TO 2’ MINIMUM UPON APPROVAL OF THE SCRRA
DIRECTOR OF ENGINEERING & CONSTRUCTION.
4. FOR DETAILS OF STANDARD ROADBED SECTIONS REFER TO ES2001 & ES2002.
5. BALLAST SHOULDER SHALL BE 9" FOR TIES 9’-0" OR GREATER IN LENGTH AND SHALL BE 12"
FOR TIES LESS THAN 9’-0" IN LENGTH.
13’-0"
SIDE BARRIERS
6’-6"
(REMOVEABLE)
SIDE BARRIERS
SIDE BARRIERS
TRACK
C
(REMOVEABLE)
(REMOVEABLE)
C
TRACK
4’
-6"
3’
-0"
12
2%
1’
-6"
2%
12
DROP PITS
INSPECTION PITS
MAXIMUM SLOPE 1:8
4" THICK MINIMUM
WALKWAY
TYPICAL YARD TRACKS AT ENTRANCES TO BUILDINGS
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.
XX
ENG.
2:30:26 PM
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
7001
SCALE:
NONE
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7001-01.dgn
WALKWAY CLEARANCE FOR FACILITIES
WITH UNDER TRACK PITS
REVISION
-
SHEET
1 OF 2
CADD FILE:
ES7001-01
NOTES:
1. IN ALL CASES LATERAL CLEARANCE AND TRACK SPACING WILL MATCH
CPUC G.O. 26-D EXCEPT ES7001 AND INSPECTION PITS.
2. WALKWAYS SHALL BE MAINTAINED AND KEPT FREE FROM VEGETATION.
3. IF PHYSICAL CONDITIONS REQUIRE, THE MINIMUM REQUIRED WALKWAY
WIDTH FOR NO. 1 TYPE WALKWAYS MAY BE REDUCED TO 2’ MINIMUM
UPON APPROVAL OF THE SCRRA DIRECTOR OF ENGINEERING & CONSTRUCTION.
4. FOR DETAILS OF SCRRA STANDARD ROADBED SECTIONS REFER TO ES2001 & ES2002.
5. BALLAST SHOUDER SHALL BE 9" FOR TIES 9’-0" OR GREATER IN LENGTH AND
SHALL BE 12" FOR TIES LESS THAN 9’0" IN LENGTH.
6. WHERE PAVING IS USED WITH IN THE WALKWAY AREAS IT SHALL CONFORM TO
THE DIMENSIONS AND SLOPES SHOWN FOR CRUSHED ROCK WALKWAYS.
7. ROCKWAY ROCK SHALL BE CRUSHED ROCK IN COFORMANCE WITH
AREMA STANDARDS.
C TRACK
WALKWAY
MIN SHOULDER
ROCK
8’-6" MIN.
2’-0"
2’-0"
MIN.
MIN.
NO.1
USED AWAY FROM TURNOUTS,
ON WORKING PORTION OF TRACKS
TYPICAL TRACK CONFIGURATION STORAGE TRACKS
GENERAL WALKWAY PER CALIFORNIA P.U.C. STANDARD 1
C TRACK
8’-6"
MIN.
6’-0"
6’-0"
MIN.
MIN.
NON - WORKING AISLE
TRACK CENTER = 15’-0"
NO.6
USED AT TURNOUTS SIMILAR TO,
MAIN TRACK AND SIDINGS
TYPICAL TRACK CONFIGURATION STORAGE TRACKS
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:26 PM
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
WALKWAY AT TURNOUTS AND CAR SPOTS PER C.P.U.C. STANDARD 6
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
7001
SCALE:
NONE
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7001-02.dgn
WALKWAY CLEARANCE FOR FACILITIES
WITHOUT UNDER - TRACK PITS
REVISION
SHEET
-
2 OF 2
CADD FILE:
ES7001-02
3’-0"
CLEARANCE
(TYP.)
60’-0"
85’-0"
CAR
CTRACK
LOCOMOTIVE
5’
-5" (MI
N.)
3’-0"
5’
-5" (MI
N.)
A B
A B
A
85’-0" (TYP.)
17’-0"
PULLING ORIENTATION
TYP.
6’
-0" MAX.
BUMPING POST OR
SPOTTING POINT (TYP.)
6’
-0" MAX.
B
FACE OF VAULT
85’-0"
CAR
60’-0"
LOCOMOTIVE
17’-0"
TYP.
CTRACK
FACE OF VAULT
A
B A
B A
BUMPING POST OR
SPOTTING POINT (TYP.)
3’-0"
B
PUSHING ORIENTATION
68’-0"
85’-0" (TYP.)
TOILET DUMP
(TYP.)
3’-0"
77’-0"
85’-0" (TYP.)
COMBINED PUSHING & PULLING
NOTES:
1. THE "B" END OF CARS IS ALWAYS ON THE LOCOMOTIVE SIDE.
2. THIS ASSUMES SPOTTING TRAINS AT THE SAME LOCATION FOR
BOTH PUSHING AND PULLING ORIENTATION.
3. LAYOUT FOR MULTIPLE TRACKS CAN BE MODIFIED TO MINIMIZE
THE NUMBER OF TOILET DUMPS.
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.
XX
ENG.
2:30:27 PM
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
7101
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
DUMP STATION LAYOUT
-
SHEET
1 OF 3
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7101-01.dgn
ES7101-01
3'-0"
69'-0"
85'-0"
LOCOMOTIVE
CAR
CTRACK
CLEARANCE
(TYP.)
BUMPING POST OR
SPOTTING POINT (TYP.)
6'
-0" MAX.
5'
-5" (MI
N.)
B
A B
A B
A
FACE OF VAULT
10'-0"
17'-0"
TYP.
TWO WATER LINES
85'-0" (TYP.)
TYP.
PULLING ORIENTATION
85'-0"
CAR
6'
-0" MAX.
5'
-5" (MI
N.)
3'-0"
17'-0"
TWO WATER LINES
TYP.
CTRACK
FACE OF VAULT
A
B A
68'-0"
B A
B
85'-0" (TYP.)
PUSHING ORIENTATION
BUMPING POST OR
SPOTTING POINT (TYP.)
3'-0"
68'-0"
85'-0" (TYP.)
TOILET DUMP
(TYP.)
WATER STATION PER
SCRRA ES7103 (TYP.)
86'-0"
85'-0" (TYP.)
TWO WATER LINES
TYP.
COMBINED PUSHING & PULLING
NOTES:
1. THE "B" END OF CARS IS ALWAYS ON THE LOCOMOTIVE SIDE.
2. THIS ASSUMES SPOTTING TRAINS AT THE SAME LOCATION FOR
BOTH PUSHING AND PULLING ORIENTATION.
3. LAYOUT FOR MULTIPLE TRACKS CAN BE MODIFIED TO MINIMIZE
THE NUMBER OF TOILET DUMPS.
DRAWN BY:
A. CARLOS
DATE:
04/01/03
ASSISTANT DIRECTOR: STANDARDS & DESIGN
A
REV.
$USER$
12-08-14
DATE
ADDED WATER LINES
DESCRIPTION
Date Plotted: $DATE$
AC
DES.
$TIME$
NDP
ENG.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> $PLTDRVL$
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
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.
STANDARD
ENGINEERING STANDARDS
7101
SCALE:
NONE
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> $FILEL$
DUMP STATION
AND WATER LINE LAYOUT
REVISION
SHEET
A
1 OF 3
CADD FILE:
ES7101-01
NOTE:
1’-7"
2"
ALL ALUMINUM TO BE 6061-T6
2"
1’-4"
1" DIA. O.D. x 1" DIA. I.D.
1" SQ. ALUMINUM BAR
ALUM. TUBE, MACHINE O.D. TO
(3 PLACES)
2"
1.490" DIA. FOR CLEARANCE
4
5
"
"
2 PLACES
"
"
0
3
1’
-7
"
"
8
1’
-7
8"
"
R
THRU FINGER
"
2-6
HOLE
2-4
"
"
1
"
2"
4
7
"
1" x 1" ALUMINUM BAR
1" DIA. O.D. x 1" DIA. I.D.
" DIA. x 1" STAINLESS STEEL,
2
2"
HEX SETSCREW (6 PLCS)
PLAN VIEW
ASSEMBLY
PLAN VIEW
FRAME
PLAN VIEW
LID / COVER
OPEN POSITION
"
1"
CHAMFER " x 45 TO ALLOW
"
1"
S.S. HING PIN
"
3-1
2-1
" ALUMINUM
DIAMOND PLATE
1
1"
"
0
COVER TO OPEN PAST 90
TYP
1" DIA. x 1’-5"
2" 2 PLCS
4 PLCS
2"
1
1’-6"
-
ELEVATION
SIDE VIEW
SIDE VIEW
SEWER DUMP LID
ASSEMBLY DETAIL
ALUMINUM FRAME
ALUMINUM COVER
DETAIL
1
DETAIL
-
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.
XX
ENG.
2:30:28 PM
-
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
ENGINEERING STANDARDS
7101
SCALE:
3" = 1’-0"
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7101-03.dgn
DUMP STATION VAULT
ALUMINUM LID DETAILS
REVISION
-
SHEET
3 OF 3
CADD FILE:
ES7101-03
INLET FROM
TOILET DUMP
WATER FLUSH LINE FROM
CONTROL VALVE CHAMBER
THE PIPE TO BE TERMINATED
18" ABOVE THE INVERT OF
SANITARY
THE SANITARY SEWER LINE
SEWER LINE
(FIELD VERIFY)
36" I.D. MANHOLE WITH
CAST IRON FRAME AND
30" CAST IRON LID
PLAN
FLUSHING MANHOLE
6"
NAME PLATE "PUSH BUTTON FOR
FLUSH CONTROL VALVE NO.
"
NAME PLATE "LIGHT ON, FLUSH
CONTROL VALVE NO.
OPEN"
CONTROL WIRING TO
6"
LAMP (GREEN)
3’-0"
6"
STAINLESS STEEL JIC, WATER
TIGHT LOCKABLE ENCLOSURE
ASCO "RED HAT"
CONTROL PANEL
SOLENOID VALVE
PUSH BUTTON
GALVANIZED STEEL ANGLE IRON FRAME
120V AC
BRASS UNION
VALVE (TYP.)
1" DIA. RIGID CONDUIT
2" DIA. DOMESTIC COPPER
1
3
2
WATER LINE FROM PRESSURE
TD
VACUUM BREAKER
4’
-0"
PB
6"
BALL VALVE
6"
(TYP.)
CHECK VALVE
(TYP.)
2’
-0"
FINISHED GRADE
GALVANIZED STEEL BASE PLATE WITH
" x 4" "RED HEAD" ANCHORS.
TDa
2" DIA. WATER FLUSH LINE
TO FLUSHING MANHOLE
5
6
6"
SOL
6"
TDb
CONCRETE FOUNDATION
2’-0" x 1’-0" x 12" DEEP
PLAIN CEMENT CONCRETE PEDESTAL
SUPPORT FOR THE VALVES
4
L
1’-0"
PLAN
FLUSHING CONTROL VALVE
BOX CHAMBER
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:28 PM
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.
FLUSHING MANHOLE
CONTROL PANEL LAYOUT
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
SCHEMATIC DIAGRAM FOR
SOLENOID VALVE CONTROL
ENGINEERING STANDARDS
7102
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
FLUSHING MANHOLE DETAILS
-
SHEET
1 OF 1
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7102.dgn
ES7102
3M WHITE 2" WIDE
BALL VALVE
REFLECTIVE TAPE
4" SQ. STEEL TUBE
NOTES:
1. 4" SQUARE TUBE WILL BE SCHEDULE 40 STEEL TUBE.
A
2. 4" SQUARE TUBE TO BE PAINTED SAFETY YELLOW.
-
ƒ" BRASS BALL VALVE
3. 4" SQUARE TUBE WILL BE 72" LONG IF WALL MOUNT
ƒ" 90° BRASS ELBO
HOSE RACK IS ON THE OPPOSITE SIDE OF WATER SUPPLY
LINE AND 84" LONG IF WALL MOUNT HOSE RACK IS ON
THE SAME SIDE OF WATER SUPPLY LINE.
4" SQ. STEEL TUBE
DRINKING WATER SERVICE
TOP OF CARTWAY
GREEN PAINTED PIPE
FOR CLEANING SERVICE
CUSHIONED PIPE
VALVE BOX WITH TRAFFIC
INSULATED PIPE
ƒ" COPPER TYPE "L" PIPE
ƒ" UNISTRUT
14" DIA. x 12" DEEP CONCRETE
WITH UNISTRUT
LOCATION WILL BE COORDINATED WITH LOCAL AGENCY\OWNER.
ƒ" DUAL CHECK
BLUE PAINTED PIPE FOR
UNISTRUT (2 PLCS)
4. BACKFLOW PREVENTER DESIGN, CONSTRUCTION AND
FEBCO 810 DB21
CLAMP
COVER MARKED "WATER"
CLAMPS
2'
-0"
UNISTRUT
4" PVC TUBE
DETAIL "A"
1" DOMESTIC WATER SUPPLY
TYPE "L" COPPER
12" DIA. CONCRETE
ENCASEMENT
FROM BACKFLOW PREVENTER
WRAP COPPER PIPE WITH
SEE DETAIL
PROTECTIVE WRAP WHEN
EMBEDDED IN CONCRETE
1" TO ƒ" TRANSITION
ƒ" DOMESTIC
1" BALL CURB VALVE
PLACE 2 CUBIC FEET OF
WATER SUPPLY
5" RADIUS WALL MOUNT HOSE RACK
GRAVEL AROUND VALVE
12 GAGE STEEL POWDER COAT FINISH
10" L x 8" W x 6"D ABOVE WATER
ELEVATION
POTABLE WATER SUPPLY
SUPPLY (TYPICAL)
4" SQ. STEEL TUBE
5‚ "
BACKFLOW PREVENTER
WS
2" MIN.
TO BOLT)
W ATER SUPPLY
PIVOT POINT
(SPOT WELD NUT
ƒ " DOMESTI
C
2"
UNION (TYP)
MI
N.
EACH SIDE
MI
N.
LIFTING HANDLE
C TRACK
(TYP.)
TEE W/ THREADED PLUG
9'
-2 • "
BV OR GV
BPE
C
WITH BLANLET
PLAN AT TOP OF
72" LONG STEEL TUBE
GV
LOCK GUARD
CLASP OR LATCH
FOR PADLOCK
.
.
.
.
.
.
(TYP. OPP.)
.
.
FG
12" MI
N.
2"
(ALL SIDES
TYP.
6" MIN
18" MAX.
(TYP)
UNISTRUT (2 PLACES)
.
.
.
.
.
TYP.
.
.
.
.
.
.
.
.
4" SQ. STEEL TUBE
5‚ "
1"
4"
.
.
.
2"
.
.
.
PCC PAD
UNDISTURBED SOIL
(TYP)
BACKFLOW PREVENTER
ASSEMBLY
W ATER SUPPLY
THRUST BLOCK (TYP)
MIN 1 FT OF PCC FOR SUPPLY LINE (MAIN) PIPE 1•" AND SMALLER
MIN 2 FT OF PCC FOR SUPPLY LINE (MAIN) PIPE 2" AND LARGER
ƒ " DOMESTI
C
COMPACTED OR
MI
N.
FROM WM
9'
-2 • "
SUPPLY LINE (MAIN)
#3 "U" TYPE
REINF. BAR
(TYP)
MIN.
C TRACK
TAPE (TYP)
SEE NOTE
C
FLOW
2'-0"
UNISTRUT (2 PLACES)
(TYP. OPP.)
5" RADIUS WALL MOUNT HOSE RACK
12 GAGE STEEL POWDER COAT FINISH
10" L x 8" W x 6"D ABOVE WATER
PLAN AT TOP OF
SUPPLY (TYPICAL)
84" LONG STEEL TUBE
(ONE PIECE ENCLOSURE)
DRAWN BY:
A. CARLOS
DATE:
04/01/03
ASSISTANT DIRECTOR: STANDARDS & DESIGN
A
REV.
$USER$
12-10-14
DATE
ADDED WATER LINE AND BACKFLOW PREVENTER
DESCRIPTION
Date Plotted: $DATE$
AC
DES.
$TIME$
NDP
ENG.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> $PLTDRVL$
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
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.
STANDARD
ENGINEERING STANDARDS
7103
SCALE:
NONE
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
POTABLE WATER STATION
A
SHEET
1 OF 1
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> $FILEL$
ES7103
100’-0"
50’-0"
4
25’-0"
25’-0"
END OF PI
T
3’-0"
START OF PI
T
2
CNICHE
8’-0"
TYP.
1’-7"
1’-7"
TYP.
TYP.
CPAD CPAD
2’-4"
2’-4"
PAD
5
INSPECTION PIT WALL
TYP.
TYP.
1
CPAD
C
LIGHTING NICHE
(TYP.)
3
1% SLOPE
1% SLOPE
1% SLOPE
1% SLOPE
1% SLOPE
CRAIL
PI
T
&
CTRACK
4
CRAIL
CNICHE
50’-0"
BEAM
2
4’-0"
8’-0"
TYP.
CPAD
3
1
TYP.
CNICHE
CNICHE
TYP.
2 PLCS.
CONSTRUCTI
ON JOI
NT
2
WALL
3’-0"
INSPECTION PIT WALL
NOTES:
1. LOCATION OF RAIL PADS AND LIGHTING NICHES WILL BE DETERMINED BY RAIL TIE
CONFIGURATION LEADING INTO INSPECTION PIT.
2. DIMENSIONS SHOWN ARE FOR A STANDARD INSPECTION PIT, ACTUAL DIMENSIONS TO BE
DETERMINED BY ENGINEER.
3. INSPECTION PIT DESIGN BASED ON SOIL BEARING PRESSURE OF 2250 PSF TO 3500 PSF,
SITE SPECIFIC CONDITIONS SHOULD BE VERIFIED AND DESIGN ADJUSTED ACCORDINGLY
4. CONCRETE SHALL BE NORMAL WEIGHT - 145 LBS./CU. FT. AND SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI FOR ALL CONCRETE, UNLESS NOTED
OTHERWISE.
5. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN
ACCORDANCE WITH THE APPLICABLE CODE AND ACI STANDARDS. CEMENT SHALL BE
TYPE II CONFORMING TO ASTM C150. WATER FOR MIXING AND CURING SHALL BE FRESH,
CLEAN AND POTABLE. CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE WORK.
WATER CEMENT RATION NOT TO EXCEED 0.50.
6. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.
REFER TO SCRRA STANDARDS AND SPECIFICATIONS FOR AGGREGATES AND PROPORTIONS
MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO USE.
7. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
A615, GRADE 60. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO REQUIREMENTS OF
ASTM A706, GRADE 60, UNLESS NOTED OTHERWISE.
8. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING
SHALL REQUIRE PRIOR APPROVAL FROM THE ENGINEER OF RECORD.
9. REINFORCING STEEL SHALL HAVE A MINIMUM PROTECTIVE COVERING CONCRETE AS FOLLOWS:
A) CONCRETE PLACED DIRECTLY AGAINST EARTH
3"
B) CONCRETE PLACED AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER:
BARS LARGER THAN NO. 5
NO. 5 AND SMALLER
2"
1"
C) CONCRETE PLACED AGAINST FORMS BUT NOT EXPOSED DIRECTLY TO EARTH
OR WEATHER:
SLABS AND WALLS
ALL OTHERS
1"
As per ACI 318-89
10. ALL BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER MATERIALS LIKELY TO IMPAIR
BOND. ALL BENDS SHALL BE MADE COLD.
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.
XX
ENG.
2:30:29 PM
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
7104
SCALE:
1
4"
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7104-01.dgn
TYPICAL INSPECTION PIT
PLAN
REVISION
-
= 1’-0"
SHEET
1 OF 5
CADD FILE:
ES7104-01
5’-4"
1’-2"
2’-8"
1’
-0"
CONST JT
EQ.
EQ.
HOLES FOR U-BOLTS
-
EQ.
C OF KEY
EQ.
2’
-8"
CLR
SECOND
1’
-0"
KEY
10"
POUR
(CENTERED)
4"
1’
-6"
1’
-0"
1"
TYP
ADD’L 2-#6
3"
8"
PL 4" x" x 1’-1" W/
TYP.
KEY
2’
-0"
FOR NOTES SEE
DRAWING ES7104-01.
CRAIL
RAIL PAD
1’
-0"
FI
RST POUR
3’
-3"
ADD’L 2-#6
C RAIL
PAD
NON-SHRINK GROUT
4
NOTE:
2’-8" O.C.
6"
C NICHE
4"
ADD’L 2-#6
ADD’L 2-#6
6"
1’-6"
1" DIA. U-BOLT W/ HEX
NUT AND FLAT WASHER
1’-2"
TOP OF FTG
RAIL (VERIFY SIZE WITH SCRRA)
PLAN C
11"
ADD’L 2-#6
C WALL
2’-8"
2’-8"
1" DIA. U-BOLT W/ SELF LOCKING
#3 @ 12" O.C.
CLOSED TIES
(FULL HEIGHT
OF WALL)
C TRACK
SECTION VIEW AT
CONSTRUCTION JOINT
SCALE: 1" = 1’-0"
-
SECTION VIEW AT
CONSTRUCTION JOINT
3
SCALE: 1" = 1’-0"
ES7104-01
4
-
1’-4"
CWALL
-
RAIL C
EXCEED 3’-3"
SINGLE RAIL CLAMP INSTALLED
FOR TIGHT FIT AGAINST RAIL
" FILLER PLATE,
PL 4" x " x 1’-1"
2’
-0"
TOP OF RAIL,
RAIL NOT SHOWN
FOR CLARITY
AND ANCHOR SPACING NOT TO
~
3’
-2⁄
3’-10"
WASHER. NO ANCHOR OVER NICHE
C RAIL
SEE DETAIL "A"
5
1’-4"
NUT OR HEX NUT AND LOCK
+ 5"
-
8"
2
SCALE: 1" = 1’-0"
1’-4"
-
4’
-0"
TYPICAL SECTION THRU
LIGHTING NICHE TRANSITION
C
" (FOR 136# RAI
L)
2’-8"
2’-8"
CTRACK
NON-SHRINK GROUT
LEVELING NUT
#3 @ 6" CLOSED
TIES AT NICHE
11"
ADD’L 2-#7 CONT
#3 @ 12" O.C.
CLOSED TIES
7"
-
2"
#6 @ 12" O.C.
2"
#6 @ 12" VERT
(TYP.)
2
#5 @ 9"
HORIZ (TYP.)
2" CLR
6’
-0"
10"
CONT
1’-11"
MI
N
ADD’L #5
5’
-2"
10"
STOP BARS
2" CLR. OF
NICHE OPNG.
MI
N
ADD’L 2-#7 CONT
SECTION B
NOTE:
ROTATE PLATE DURING RAIL INSTALLATION
TO ESTABLISH DESIGN TRACK ALIGNMENT
AND GAUGE.
(TYP)
ADD’L
1’
-6"
FLOOR SLOPES
(SEE PLAN ON
SHEET ES7104-01
3"
"
TYP
CLR
1’-0"
1
3-#5
COMPACTED FILL
1
10"
CLEAN & ROUGHEN JOINT (TYP)
1
1’
-3"
"
-5
1’
1
ES7104-03
1’
-6"
5
4"
2’-0"
3" CLR
SUMP DRAIN AS OCCURS (BEYOND)
REFER TO PLAN AND DETAIL
1
6"
5’-0"
6’-6"
8"
5’-0"
" FILLER PLATE
#5 @ 9" O.C. E.W.
TOP & BOT.
IN-SITU SOIL
SAME LAYER, TYP
DETAIL A
TYPICAL SECTION THRU PIT
SCALE: " = 1’-0"
1
RAIL DIRECT FIXATION DETAILS
ES7104-01
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:29 PM
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.
5
ES7104-01
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
SCALE: FULL
ENGINEERING STANDARDS
7104
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7104-02.dgn
INSPECTION PIT
SECTION AND DETAILS
REVISION
SHEET
-
2 OF 5
CADD FILE:
ES7104-02
ADD’L 1 - #5 FULL LENGTH
TOP & BOTTOM
NOTE:
1’-7"
ADD’L 1 - #5
(TOP & BOT.)
1’-7"
C
INSPECTION PIT
& SUMP DRAIN
DRAIN
PIPE
3
3"
ADD’L 1-#5
(TOP & BOT.)
4’-0"
10"
FOR LIGHTING FIXTURES,
REFER TO ELECTRICAL DWG
TYP
11"
-
1’
-0"
GALVANIZED WELDED STEEL GRATING
1" x" TYPE W-15-2 OR EQUAL
(OVER ENTIRE SUMP DRAIN)
BARS ARE CONTI
NUOUS
2’-4"
THRU SUMP DRAI
N AREA.
2’-4"
BOTTOM
1’-7"
TOP REGULAR BARS ARE SHOW N.
1’-7"
PI
T FLOOR
2’-4"
2’
-9"
2’-4"
I
NSPECTI
ON
1’-7"
SUMP
SUMP
1’-7"
L1" x 1" x" FRAME (GALV)
WITH (8) " DIA. x 3" MIN. LONG
HEADED ANCHORS OR EQUAL
1’-6"
ADD’L 1-#5
(TOP & BOT.)
8’-0"
2’
-0"
8’-0"
CSUMP DRAIN
(TYP)
2’
-3"
FOR NOTES SEE DRAWING ES7104-01.
C NICHE IN WALL ON
C NICHE IN WALL ON
OPPOSITE SIDE
OPPOSITE SIDE
2’-4"
TOP OF PIT FLOOR
PLAN - SUMP DRAIN
2
SCALE: 1" = 1’-0"
-
1-#5 T&B SHORT
BARS (TYP.)
2"
1-#5 T&B FULL LENGTH (TYP)
ANGLE FRAME
C
SUMP DRAIN
GALV. STEEL GRATING
INSPECTION PIT FLOOR
1
1’
-3"
TOP BARS
ES7104-01
0"
INSPECTION PIT PARTIAL ELEVATION
SCALE: 1" = 1’-0"
ADD’L 2-#5 EA WAY
1’-6"
(ONE EA SIDE OF PIPE)
2"
SUMP
0"
9"
BOTTOM BARS
6" DRAINAGE PIPE (BY OTHERS)
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.
XX
ENG.
2:30:30 PM
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
3
SCALE: 1" = 1’-0"
-
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
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.
SECTION THRU SUMP DRAIN
ENGINEERING STANDARDS
7104
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7104-03.dgn
INSPECTION PIT
PARTIAL ELEVATION
REVISION
SHEET
-
3 OF 5
CADD FILE:
ES7104-03
NOTE:
FOR NOTES SEE DRAWING ES7104-01.
DOWELS TO MATCH STAIR
STAIR SLAB REINF.
ADDITIONAL REINFORCING AT END
OF STUB OUT WALL REQUIRED PER
SCRRA STANDARD SPECIFICATIONS
1
-
C
PIT &
TRACK
1’
-0"
2
-
1"
TYP
TYP
2’
-0
"
TY
P
#4 NOSING BAR
#5 @ 9" HORIZ
(TYP)
#6 @ 12" VERT
(TYP)
2’
-0
"
TY
P
#5 @ 12" O.C. E.W.
TOP & BOT.
RAIL
COMPACTED FILL
1’
-4"
C
11"
8"
9 EQ.RI
SERS = 5’
-2"
RAIL
1’
-0"
C
6’
-6"
11"
WALL BEYOND
8 TREADS @ 11"
3’-0"
1’-0"
3
-
#5 @ 9" O.C. E.W.
TOP & BOT.
2
STAIR 1 PLAN
SCALE: 1" = 1’-0"
ES7104-01
DOWELS TO MATCH STAIR
STAIR SLAB REINF.
STAIR & END WALL SECTION
2
SCALE: " = 1’-0"
-
3’-10"
1’-4"
1’-4"
TOP OF RAIL
5’
- 2"
1’-0"
RI
SERS =
5’
-2"
#6 @12" VERT
#5 @ 9" HORIZ
1’-6"
DOWELS TO MATCH STAIR
SLAB REINF.
TYP
DOWELS TO MATCH
STAIR SLAB REINFORCING
9 EQ
SAME LAYER
1’
-4"
1’
-4"
2’
-10"
CLEAN AND ROUGHEN
#5 @ 9" O.C. E.W.
TOP & BOT.
WALL SECTION
1
WALL SECTION
3
SCALE: " = 1’-0"
-
SCALE: " = 1’-0"
-
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.
XX
ENG.
2:30:30 PM
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
7104
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7104-04.dgn
INSPECTION PIT
STAIR PLAN AND SECTION
REVISION
SHEET
-
4 OF 5
CADD FILE:
ES7104-04
1’-4"
INSERT FOR GUARDRAIL
POST (TYP)
STEEL GUARDRAIL
PAINTED YELLOW
DOWELS TO MATCH
STAI
R REI
NF.
GUARDRAIL MUST CLEAR
PATH OF TRAIN
1’-4"
3’-10"
1’-4"
2-#5
2-#5
#3 @ 12"
CLOSED TIES
ADD’L 2 - #7
CONT.
*2
- #6
(4’-6" LONG)
" CHAMFER (
TYP.
)
BEAM SECTION
3
SCALE: 1" = 1’-0"
#5 @ 9" HORIZ
5’
-2"
INSPECTION PIT
FLOOR
11"
MIN
4
-
SCALE: 1" = 1’-0"
-
16"x18" BEAM
-
C
RAI
L
2"
EDGE OF
SLAB
(BELOW)
DOWELS TO MATCH
STAIR REINFORCING
4
BOTTOM STAIR
RISER (BELOW)
2"
WALL
BALANCE @ 3"
STUB
OUT
WALL
(STIRRUP SPACING)
2"
16" x 18" DEEP
BEAM
ADD’L 4-#6
(4’-6" LONG)
2
WALL
DOWELS TO MATCH
VERT. WALL REINF.
WALL
TYP
-
BEAM ELEVATION
6
SCALE: " = 1’-0"
-
11"
#5 @ 9" EA WAY
TOP & BOT.
DOWELS TO MATCH VERTICAL
WALL REINFORCING
2’-6"
3
1
C
1’
-4"
COMPACTED FILL
ADD’L VERT. BARS & TIES
3"
TRACK
WALL
BEYOND
3’
-1"
WALL
3
C
#5 @ 12" E.W.
TOP & BOT.
1’-0"
4 TREADS @ 11"
INSPECTION PIT
FLOOR BEYOND
(REF) 5 EQ.RI
SERS
2’-0"
RAI
L
6’
-9"
8"
8’
-3"
#5 @ 9" HORIZ
#6 @ 12" VERT
HORIZ. BARS WHICH ARE INSIDE OF 1’-4" WIDE WALL
2’-6"
(REF)
#6 @ 12" VERT
STEEL HANDRAIL
PAINTED YELLOW
* PLACE ADD’L #6 VERT’S AS REQD TO CLEAR
W ALL
-
#4 NOSING BAR (TYP)
FOR NOTES SEE DRAWING ES7104-01.
- #6
(4’-6" LONG)
4-#9
BEAM, SEE
NOTE:
*2
3-#9
2’
-10"
3’
-6"
#4 CLOSED STIRRUPS
(SEE BEAM ELEVATION)
#4 CLOSED STIRRUPS
MI
N
1’
-6"
24
"
6
STAIR #2 SECTION
1
SCALE: " = 1’-0"
-
BOTTOM STAIR
RISER (BELOW)
LOWERED FLOOR
2"
3"
1’
-4"
1
COMPACTED
FILL
-
1’
-4"
COMPACTED FILL
PIT FLOOR SLAB REINF
PER
1’-6"
2" CLR.
LAP
3’
-1"
#4 NOSING BAR (TYP)
3’
-6"
1’
-4"
INSPECTION PIT
FLOOR
5 EQ.RI
SERS
4"
1’
-
SLOPE 1%
5
DOWELS TO MATCH
STAIR SLAB REINF.
1’-0"
4’-4"
1’-0"
#5 @ 9" EA WAY
TOP & BOT AS SHOWN
DOWELS TO MATCH VERTICAL
WALL REINFORCING
SECTION
2
PLAN AT STAIR #2
SCALE: " = 1’-0"
-
SCALE: " = 1’-0"
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.
2:30:31 PM
XX
ENG.
4
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
STAIR #2 SECTION
5
SCALE: " = 1’-0"
-
ES7104-01
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
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.
DOWELS TO MATCH
VERT. WALL REINF.
2’-0"
02
#5 @ 9" EA WAY
TOP & BOT. AS SHOWN
LAP
2’
-
0
LA "
P
1’
-0" 11"
LAP
8’
-3"
2’-0"
#5 @ 9" HORIZ
(EA. FACE)
3’
-6"
2 - #6 VERT
AT END OF EACH
STUB OUT WALL
STAIR
#6 @ 12" VERT
(EA. FACE)
LAP
2"
3"
OF FLOOR)
(AT HI
GH POI
NT
5’
-2"
WALL (BEYOND)
2-#5 CONT
(AT TOP)
CLR
WALL
#6 @ 12" VERT
ABOUT
CLR
#5 @ 9" HORIZ
1’-0"
2’
-0"
ADD’L 3 - #4 HAIRPINS AT TOP
OF EACH STUB OUT WALL
4’-4"
C SYMM.
8’
-3"
1’-0"
1’-0"
1’-0"
3’-0"
13 TREADS @ 11" EA.= 11’
-11"
2-#6 VERT
2’-6"
ENGINEERING STANDARDS
7104
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7104-05.dgn
INSPECTION PIT
STAIR PLAN, SECTIONS AND DETAILS
REVISION
SHEET
-
5 OF 5
CADD FILE:
ES7104-05
135’-0"
NOTES:
12’
-0"
1. TOILET DUMPS SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS TO BE
DETERMINED BY SCRRA ENGINEERING STANDARD ES7104.
2. DIMENSIONS SHOWN ARE FOR A STANDARD JACKING PAD, ACTUAL
DIMENSIONS TO BE DETERMINED BY ENGINEERING CONTRACTOR.
3. JACKING PAD DESIGN BASED ON SOIL BEARING PRESSURE OF 2250 PSF
TO 3500 PSF, SITE SPECIFIC CONDITIONS SHOULD BE VERIFIED AND DESIGN
ADJUSTED ACCORDINGLY.
4. CONCRETE SHALL BE NORMAL WEIGHT-145 LBS./CU. FT. AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI FOR ALL CONCRETE.
5. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE
IN ACCORDANCE WITH THE APPLICABLE CODE AND ACI STANDARDS. CEMENT
SHALL BE TYPE II CONFORMING TO ASTM C150. WATER FOR MIXING AND CURING
SHALL BE FRESH, CLEAN AND POTABLE. CONTINUOUS INSPECTION IS REQUIRED FOR
ALL CONCRETE WORK. WATER CEMENT RATION NOT MORE THAN 0.50.
6. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE
WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE
SURFACE WATER. REFER TO SCRRA STANDARDS AND SPECIFICATIONS FOR AGGREGATES
AND PROPORTIONS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL
PRIOR TO USE.
7. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OF
ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO
REQUIREMENTS OF ASTM A706, GRADE 60.
8. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL
SPLICING SHALL REQUIRE PRIOR APPROVAL FROM THE ENGINEER OF RECORD.
9. REINFORCING STEEL SHALL HAVE A MINIMUM PROTECTIVE COVERING CONCRETE AS
FOLLOWS:
12’
-0"
C
WHEN SPECIFIED, TOILET DUMP (TYP.)
PER SCRRA ENGINEERING STANDARDS
ES7101 & ES7102 TO BE LOCATED ON
JACKING PAD PER ES7104.
JACKING PAD PLAN
C
OF RAIL
C
OF RAIL
OF TRACK
1
SCALE: " = 1’-0"
-
C
12’-0"
3’-1"
TYP
TYP
PROVIDE CONTINUOUS POCKET
FOR PLACEMENT OF RAIL
3’-1"
2’-5"
2’-5"
COF RAIL
2
TYP
#7 @ 8" O.C. E.W
TOP & BOT. (TYP.)
C OF RAIL
-
A) CONCRETE PLACED DIRECTLY AGAINST EARTH
B) CONCRETE PLACED AGAINST FORMS BUT EXPOSED TO EARTH AND WEATHER:
BARS LARGER THAN No. 5
2"
No. 5 AND SMALLER
1"
9"
1
1
COMPACTED FILL
1
TYP
SECTION
1
SCALE: " = 1’-0"
-
10. ALL BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER MATERIALS LIKELY TO IMPAIR
BOND. ALL BENDS SHALL BE MADE COLD.
11. FOR DETAILS OF RAIL FIXATION, REFER TO DETAIL 5 ON DRAWING ES7106-02.
5’-0"
2’-6"
#7 @ 8" O.C. E.W.
C) CONCRETE PLACED AGAINST FORMS BUT NOT EXPOSED DIRECTLY TO EARTH
OR WEATHER:
SLABS AND WALLS
1"
ALL OTHERS
As per ACI 318-89
1
1’
-6"
1
1
5’-0"
3"
STD. 90 HOOK & EXTENSION
2’
-0"
#7 @ 8" O.C. E.W
0"
3’-0"
2’-"
12’-0"
TRACK (SYMM ABT)
IN-SITU SOIL
1’-3"
TOILET DUMP FRAME AND COVER
SEE DRAWING SET ES7101 FOR
DETAILS
SUMP PIT
EQ.
CONT. GALV.
L1" x 1" x "
W/ " DIA. x 3" WELDED
STUDS @ 24" O.C.
TOP OF JACKING PAD SLAB
EQ.
FLANGEWAY
"
2’-4"
2"
2
ADDITIONAL #7 X 6’-0" LONG
4 SIDES OF TOILET DUMP SUMP
(CENTERED)
CONCRETE FILL
CRAIL
8"
SINGLE RAIL CLAMP INSTALLED
FOR TIGHT FIT AGAINST RAIL
PL 4" x " x 1’-1"
2"
CLR
9"
(REF)
NOTE:
THOROUGHLY COAT ALL ALUMINUM
IN CONTACT WITH CONCRETE WITH
A COAT OF BITUMINOUS PAINT BEFORE
INSTALLING FRAME / COVER ASSEMBLY
1 - 1" DIA. U-BOLT WITH
SELF-LOCKING NUT OR
HEX NUT AND LOCK WASHER,
ANCHOR SPACING NOT TO
EXCEED 3’-3"
6"
2’
-9"
2" CLR
" FILLER PL
4" DIA. CAST IRON SEWER PIPE
NON-SHRINK GROUT PER
SCRRA STANDARD SPECIFICATIONS
ADD 1-#7 CONT. AT
EACH SIDE OF U-BOLT
4" SEWER PIPE
SECTION
SCALE: 1" = 1’-0"
DRAWN BY:
A. CARLOS
DATE:
2
DETAIL
A
-
SCALE: 1" = 1’-0"
-
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
2:30:31 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
7105
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7105.dgn
JACKING PAD
PLAN, SECTIONS AND DETAILS
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES7105
60’-0"
20’-0"
20’-0"
20’-0"
COLLECTOR PAN
10’
-0"
ASSEMBLY
TRACK
5’-0"
A
CLEAN-OUT / POINT OF CONNECTION
TO INDUSTRIAL SEWER SYSTEM
PLAN AT OIL DRIP COLLECTOR PANS
SCALE: " = 1’-0"
C PAN DRAIN
2’-0"
C TRACK
PER
MANUFACTURER
6"
CROSS DRAIN CONNECT
END OF COLLECTION PAN
TYP.
SLOPE
TO YARD DRAIN (TYP.)
SLOPE
3" AC
(TYP.)
7" x 9" x 10’-0" LONG TIMBERS
2’
-0"
TOP OF RAIL
COVER
VARIES PER
MANUFACTURER
3" MIN. PEA
BALLAST
GRAVEL (TYP)
COLLECTOR PANS
(TYP. AT CROSS DRAIN)
8" DIA. PVC SCH. 80
(3) 20’-0" SECTIONS
0.8%
PLUG DRAIN FOR
FUTURE USE
TO OIL WATER
SEPARATOR
SIDE VIEW AT OIL DRIP COLLECTOR PAN
SCALE: 1" = 1’-0"
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:32 PM
A
SCALE: 1" = 1’-0"
-
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
SECTION
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
7109
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7109.dgn
OIL DRIP COLLECTOR PANS
PLAN, ELEVATION AND SECTION
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES7109
NOTES:
1. DEPTH OF ASPHALT CONCRETE TO BE DETERMINED
BASED ON SITE SPECIFIC SOIL CONDITIONS.
2. SIZE OF STORM DRAIN AND SANITARY SEWER SYSTEMS
ARE TO BE DETERMINED BASED ON SITE SPECIFIC
CONDITIONS.
3. LOCATIONS OF STORM DRAINS AND SLOPE FOR ROADWAYS
TO BE DETERMINED BASED ON SITE SPECIFIC CONDITIONS.
ROADWAY / YARD LIGHTING
PER ES1560
12'-0"
10'-0"
C
YARD TRACK
C ACCESS ROAD
5'-0"
C
C YARD TRACK
POTABLE W ATER
C ROADW AY
PROPERTY
C
5'-7•"
5'-0"
(N.T.S.)
9'-1•"
5'-7•"
(MINIMUM CLEARANCE)
FENCE \
ROW
5'-0"
20'-0"
32'
-0" (MI
N.)
5'-7•"
10'-0"
23'-3"
C YARD TRACK
31'-3"
ACCESS ROAD
15'-7•"
FILTER
2" x 10" REDWOOD
2%
HEADER
90% COMPACTED
WATER LINE
2%
10"
2%
10"
VARI
ES
10"
FABRIC
SUB-GRADE
SUB-BALLAST
12" DIA. PERFORATED
1'-6"
DRAIN PIPE
BALLAST
ROADWAY SECTION
DRAWN BY:
A. CARLOS
DATE:
04/01/04
ASSISTANT DIRECTOR: STANDARDS & DESIGN
A
REV.
$USER$
12-10-14
DATE
ADDED WATER LINE
DESCRIPTION
Date Plotted: $DATE$
AC
DES.
$TIME$
NDP
ENG.
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> $PLTDRVL$
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
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.
STANDARD
ENGINEERING STANDARDS
7110
SCALE:
3
8"
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> $FILEL$
TRACK SPACING
AT MAINTENANCE FACILITIES
REVISION
A
= 1'-0"
SHEET
1 OF 1
CADD FILE:
ES7110
CTRACK
AT CROSSING IN GRAVEL PAVEMENT
AT CROSSING IN ASPHALT PAVEMENT
ASPHALT CONCRETE
TRANSITION AREA
EDGE OF GRADE CROSSING
TOP COURSE
1’-0" CROSS TIE
FORM FLANGEWAY
GREATER THAN 2"
TOP OF RAIL
WIDE (4" MAX.)
LIMIT OF CROSSING
1’-0"
SITE PLANS
TIE ELEVATION
TRANSITION AREA
8% MAX.
AS SHOWN ON TYPICAL
MEET TOP OF
ASPHALT CONCRETE PAVING
FILTER FABRIC
AS INDICATED ON
GRAVEL PAVEMENT DEPTH
SLOPE 3:1
AS INDICATED ON SITE PLANS
BASE COURSE
ASPHALT PAVEMENT
8% MAX.
FILTER FABRIC
1
CROSS SECTIONS
1
1
1
2
2
1
2%
1
2%
9" BALLAST
COMPACTED SUBGRADE
CRUSHED WALKWAY ROCK
ON GRAVEL, SEE TYPICAL
B
A
CROSS SECTION
-
-
EMBANKMENT MATERIAL
COMPACTED (90%) SUBGRADE:
CROWN AT CENTER, SLOPE
AWAY AT 2%
COMPACTED SUBGRADE
SEE NOTE ON ES2006-02
ASPHALT GRADE CROSSING
SECTION "A"
CROSSING END DETAIL
SCALE: " = 1’-0"
SCALE: 1" = 1’-0"
C EMERGENCY ROAD
TOP OF PAVING AT LATERAL
10’-0"
2%
VARIES
APPROACH TO CROSSING
CROSSING
(SEE SITE PLAN)
1" TOP COURSE
MEET EXISTING
10’-0"
EDGE OF GRADE
X
ASHPALT
PROFILE DEFINED BY SPOT
6’-0" HIGH CHAIN
ELEVATION AT HIGH POINTS
LINK FENCE
AND GRATE ELEVATION AT
X
1’-0"
LOW POINTS SHOWN ON
CONCRETE
TOP OF PAVING
BETWEEN TRACK
8
1
(WHERE SHOWN
ON SITE PLANS)
GRADING AND DRAINAGE PLANS
2%
GROUND
4 MIN.
1
EXISTING GROUND
X
4’-0" VERT. CURVE
(TYP.)
CRUSHED AGGREGATE BASE
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:33 PM
COMPACTED SUB-GRADE
GROUND
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
COMPACTED SUBGRADE
SECTION "B"
CROSSING TRANSITION DETAIL
SCALE: 1" = 1’-0"
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
MATERI
AL
3" BASE COURSE
EMBANKMENT
MEET EXISTING
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
7111
SCALE:
AS NOTED
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7111.dgn
ROADWAY DETAILS
AT MAINTENANCE FACILITIES
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES7111
NOTES:
FIXTURE AND BRACKET
SIMILAR TO OTHER SIDE,
PROVIDE WHERE SHOWN
ON PLAN
1.DEPTH OF FOOTING TO BE DETERMINED BASE ON SITE
SPECIFIC SOIL CONDITIONS.
2.REINFORCING SHOWN FOR AESTHETIC PURPOSES ONLY.
ACTUAL REINFORCING TO BE DETERMINED BY STRUCTURAL
ENGINEER BASED ON SITE SPECIFIC CONDITIONS.
3.PULL BOX TO BE JENSEN PRECAST MODEL NUMBER
K2436-FP36-05T OR EQUAL.
EXTRUDED ALUMINUM ARM
FIXTURE TO BE HUBBELL ROADWAY TYPE
CATALOGUE NUMBER - RLCD40H35031135F5
OR EQUAL.
28’-0" ROUND, TAPERED POLE,
FINISH TO MATCH FIXTURE
1
3
#12 STRANDED BARE EQPT
GROUND TO FIXTURE
(N.T.S.)
32’
-0" (MI
N.)
K
HANDHOLE WITH COVER
PLATE (MIN. 2" x 7")
BOLT COVER
1" GROUT
CRIMP
LEVELING NUTS
2’
-4"
2’
-3"
1" x 36" x 4" ANCHOR BOLTS,
(4 REQUIRED)
TOP OF RAIL
VARI
ES
SEE NOTE 1
FINISHED GRADE
2" PVC CONDUIT
EXOTHERMIC WELD
24" x 36" x 36" DEEP (NOMINAL)
TRAFFIC FLAT WALL STREET PULLBOX
FUSEHOLDER LOCATION (SEE NOTE 3)
SEE NOTE 2
GROUND ROD
" x 10’-0" LONG
2’-0"
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.
XX
ENG.
2:30:33 PM
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
7112
SCALE:
1" = 1’-0"
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7112.dgn
LIGHTING AT MAINTENANCE FACILITIES
FOUNDATION AND FIXTURE
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES7112
AIR COMPRESSOR SCHEDULE
COMPRESSOR
UNIT
NO.
LOCATION
INTAKE (TYP)
480V 3 DIA. START/STOP
CA-1
AUTO ALTERNATOR
FLEXIBLE CONNECTOR
0, 3MIC. COALESCING FILTER
CA-1 & 2
CA-2
175CFM W/MANUAL/ AUTO DRAIN
PACKAGE
OUTSIDE
(DUPLEX)
OUTSIDE
(SIMPLEX)
RECEIVER
REMARKS
10 MICRON FILTER
CONTROL PANEL NEMA 4
MOTOR
MFR.
INGERSOL
RAND
TYPE 30
MAKE
DELIV.
MAX.
MODEL
CFM
PSI
PSI
PSI
72 EA.
175
145
35 EA.
175
140
2000X
20/A20
CUT IN CUT OUT
CAPACITY
RPM
HP
VOLTS
PHASE
CYCLE
150
670
20 EA.
480
3
60
240
145
1050
10 EA.
480
3
60
240
GAL.
NEMA 4
STARTER
INGERSOL
RAND
2545
NEMA 4
STARTER
TYPE 30
AFTER COOLER
AIR DRYER SCHEDULE
PRESSURE GUAGE
AUTO DRAIN
(TYP)
240 GALLON
UNION (TYP)
2" BY-PASS
MOTOR
SHUT-OFF VALVE
RECEIVER
UNIT
(TYP)
ISOLATION PAD
NO.
PRESSURE REGULATOR
(TYP)
LOCATION
MFR
MAKE
MODEL
TYPE
SCFM
REMARKS
HP
VOLTS
PHASE
CYCLE
115
1
60
FOR OUTSIDE USE
115
1
60
FOR OUTSIDE USE
WITH PRESSURE GUAGE
2"
HOUSEKEEPING
PAD
IW
"
IW
2"
SPILL TO F.S.
JAY R. SMITH - MODEL 9832
SHALLOW CHANNEL (3.9" H x 6.1" W)
AD-1
W/ IRON GRATING
AD-2
SEISMIC ANCHOR
3" FLOOR SINK (FS-1)
3"
" CINCH BOLTS
(TYP)
OUTSIDE
OUTSIDE
ZEKS
HEATSINK
ZEKS
HEATSINK
15OHSE
75HSB
REFRIGERATED DRYING
150
REFRIGERATED DRYING
75
HP,
1KW
HP,
0.8KW
AD-1 & 2
CONNECT TO SITE
AIR DRYER
UNTREATED STORM SEWER
WEATHER PROOF PRESS.
NOTE:
CONTRACTOR TO PROVIDE ADDITIONAL PIPING SUPPORTS AS NEEDED.
CONTACT SET @ 45 F
AIR COMPRESSOR/DRYER DETAIL
FROM SYSTEM
BRASS PLUG
VALVE
PIPE CLAMP
(TYP)
SUPPORT SPACER
(TYP)
FLOW
SUPPORT SPACER
PRESSURE REGULATOR
WITH GUAGE
VENTED BALL VALVE
& CHICAGO FITTING
BRASS PLUG
(TYP)
VENTED BALL VALVE
VALVE
& CHICAGO FITTING
PIPE CLAMP
FROM SYSTEM
FLOW
BRASS PLUG
VALVE
12" MI
N.
4’
-0"
APPROX.
4’
-0"
APPROX.
(TYP)
FROM SYSTEM
FINISHED FLOOR
FINISHED FLOOR
AIR COMPRESSOR OUTLET (AO-3)
DRAWN BY:
A. CARLOS
AIR COMPRESSOR OUTLET (AO-2)
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:33 PM
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.
AIR COMPRESSOR OUTLET (AO-1)
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
FINISHED FLOOR
ENGINEERING STANDARDS
7201
SCALE:
NONE
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7201-01.dgn
COMPRESSED AIR
PLUMBING SCHEDULE AND DETAILS
REVISION
-
SHEET
1 OF 2
CADD FILE:
ES7201-01
10’-0"
NOTES:
1.CONTRACTOR TO SUBMIT PAD DETAILS PER SCRRA STANDARD SPECIFICATIONS.
2.FOUNDATION BOLTS SHOULD PROJECT THRU NUTS AT LEAST " TO ALLOW FOR LEVELING.
DRYER
5’
-0"
30" x 60" COMPRESSOR
PLAN AT SIMPLEX COMPRESSOR FOUNDATION
10’-0"
12’-0"
5’-0" x 8’-0" PORTABLE
STORAGE UNIT
DRYER
10’
-0"
30" x 84" 240 GAL.
8’
-0"
COMPRESSOR
PLAN AT COMPRESSOR FOUNDATION
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:34 PM
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
FOUNDATION PLAN
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
7201
SCALE:
3
4"
REVISION
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
MISCELLANEOUS EQUIPMENT FOUNDATIONS
= 1’-0"
SHEET
-
2 OF 2
CADD FILE:
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7201-02.dgn
ES7201-02
CB
MR
A
TWO
400A
B
RECEPTACLES
C
TO CAB CAR OR LOCOMOTIVE
480V
FU1
FU2
400/800A
10A
10A
A
8
B
PHASE LOSS RELAY
GFI
PR
PROTECTED
T1
H2
H3
H4
CB
H1
5
250VA
6
480 - 240 / 120
7
X1
X2
8
FU3
15A
120V
3
SW1
START
ESD
STOP
TCTR
PR
1 3
1 2
CB
GFI
4
TEST
CR
CR
ESD RUN POSITION OUT
R
CR
A1
CR
MR
A2
MR
RF
N.O.
480 POWER ON
FLOOD
G
FU4
TCTR
11 9
10A
H4 H2
T2
H3 H1
A
50VA
240 - 120 / 24
TCTR
LOOP
+
DRAWN BY:
A. CARLOS
DATE:
REV.
XX-XX-XX
DATE
UserName=> carlosa
REVISION
DESCRIPTION
Date Plotted: 10/5/2011
XX
DES.
XX
ENG.
2:30:34 PM
X2
FU5
FU6
5A
5A
10
PERMISSIVE
-
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
ASSISTANT DIRECTOR: STANDARDS & DESIGN
X
X1
2
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
7301
SCALE:
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7301-01.dgn
GROUND POWER SYSTEM
TYPICAL 600A PANEL
SCHEMATIC
NONE
REVISION
-
SHEET
1 OF 2
CADD FILE:
ES7301-01
BILL OF MATERIAL
WAYSIDE POWER CABINET OPERATION:
BILL OF MATERIAL (CONT.)
BILL OF MATERIAL (CONT.)
QTY
ITEM DESCRIPTION
LEGEND
QTY
ITEM DESCRIPTION
LEGEND
QTY
ITEM DESCRIPTION
1
CIRCUIT BREAKER, 3 POLE, 600A, 480 VAC, ELECTRONIC TRIP
CB
1
CONTACT BLOCK, 1 N.O. & N.C.
POWER ON
1
MOUNTING HOOD
WITH TWO WAYSIDE POWER JUMPER CABLES
CONNECTED TO THE CABCAR OR LOCOMOTIVE:
LEGEND
1
CONTACTOR, IEC, 3 POLE, 630A, 480 VAC, COIL VOLTAGE 120 VAC
M
1
MUSHROOM HEAD, RED, JUMBO
ESD
1
MEYERS HUB, "
2
LUG KIT, 2 x 2 600 MCM
M
1
RELAY, 3 POLE, 2 N.O. & 1 N.C., 120 VAC COIL
CR
1
CONDUIT NIPPLE, CLOSE x "
RF
1
SAFETY SWITCH, 2 POLE, 30A, 240 VAC, NEMA 3R
SW1
1
RELAY SOCKET
PR
2
LOCK NUT, "
1
DOOR MOUNTED OPERATING MECHANISMS
CB
1
RELAY SOCKET
TCTR
2
BUSHING INSULATING, "
1
CONTROL TRANSFORMER, 120/24 V
T2
1
RELAY, 24 VDC, 3 POLE, 11 PIN
TCTR
2
CONNECTOR
PR
1. MOVE THE EMERGENCY STOP BUTTON ON THE FRONT OF THE PANEL
TO THE RUN POSITION (OUT).
2. MOVE THE CONTROL CIRCUIT KNIFE SWITCH LOCATED ON THE SIDE OF
THE WAYSIDE POWER PANEL TO THE CONNECTED POSITION.
3. THE AMBER LIGHT OF THE WAYSIDE POWER CABINET WILL ILLUMINATE
WHEN THERE IS CONTINUITY IN THE TRAINLINE CIRCUIT.
4. WHEN TRAINLINE IS ESTABLISHED ENERGIZED THE 480 VOLT POWER
TO THE EQUIPMENT BY KEYING ON THE KEY SWITCH LOCATED ON
1
CONTROL TRANSFORMER, 480/120-240 V
T1
1
RELAY, PHASE LOSS/ UNDER VOLTAGE, 480 VAC
2
CONNECTOR
1
KEY OPERATED SELECTOR SWITCH, 3 POSITION, SPRING RETURN TO CENTER
START
1
GROUND BAR
1
FUSES, TRM-10
F4
1
PUSH BUTTON OPERATOR
ESD
4
NAMEPLATE, LARGE NEMA DEVICE
1
FUSES, TRM-15
F3
THE FRONT OF THE WAYSIDE POWER CABINET.
5. WHEN THE 480 VOLT POWER IS ENERGIZED, THE RED LIGHT ON TOP
OF THE WAYSIDE POWER PANEL WILL ILLUMINATE, THE AMBER TRAINLINE
LIGHT WILL GO OUT, THE RED PUSH BUTTON ABOVE THE KEY SWITCH
WILL ILLUMINATE.
1
PILOT LIGHT, AMBER, 120 VAC
A
3
NAMEPLATE, 3" x 4", RED WHITE LETTERS
2
FUSES, ATMR-5
F5 & F6
1
PUSH BUTTON, ILLUMINATED, RED, 120 VAC
G, STOP
1
ENCLOSURE, NEMA 4", 2 DOOR, LOCKABLE HANDLE
2
FUSES, ATMR-10
F1 & F2
1
CONTACT BLOCK, 1 N.C.
ESD
1
BACK PANEL
1
TERMINAL BLOCK, 10 POLE, 30 A
1
CONTACT BLOCK 1 N.O.
ESD
1
PENANT FIXTURE
1
CABLE, WELDING, 4/0
2
HOUSING & CABLE ASSEMBLY - PYLE NATIONAL PART No. RPC1736SE1794 OR EQUAL
6. TO SHUT DOWN THE 480 VOLT POWER, PUSH THE RED STOP BUTTON
LOCATED ABOVE THE KEY SWITCH.
7. PHASING FOR WAYSIDE POWER SHALL BE SET FOR COUNTER CLOCKWISE.
3’-0"
2’-10"
4"
1’-6"
1’-6"
"
TRAIN LINE
MEYERS HUB
O.K. (AMBER)
2
" NPT
9"
8"
EMERGENCY STOP
2’-4"
(RED)
EMERGENCY SHUTDOWN
120 VAC
PUSH TO SHUTDOWN
PUSH TO TEST
STOP BUTTON
480VAC
480 VAC
POWER DISCONNECT
9
T1
POWER DISCONNECT
(RED)
"
DISCONNECT
3"
CONTROL POWER
1.5" X 2" PANDUIT
POWER ON
"
"
3
DISCONNECT
PR
"
PANEL DOOR
PR
T2
7"
"
BRIDGE
RECTIFIER
BRIDGE
TB-1
MR
GROUND BAR
4000 A
"
1’
-8"
TCTR
6"
RECEPTACLES
4’
-10
"
4’
-7
T2
TB-1
"
"
RECTIFIER
1.5" X 2" PANDUIT
4’
-7
2
TCTR
2
5’
-2
1.5" X 2" PANDUIT
5’
-1
"
HANDLE ON
CB
1.5" X 2" PANDUIT
"
CONTROL POWER
DISCONNECT
CR
T1
9
"
"
10"
3"
ALIGN WITH
CR
1.5" X 2" PANDUI
T
6
2"
2
"
KEY SWITCH
6’
-
120 VAC
CONTROL DISCONNECT
CONTROL DISCONNECT
1’
-2
"
E SHUTDOWN
10"
4000 A
GROUND BAR
1’
-6"
4" DIA.
1’
-6"
4’
-7
4"
RECEPTACLES
"
1’-1"
6
2’-9"
PANEL DOOR
LAYOUT
BACK PANEL
LAYOUT
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.
XX
ENG.
2:30:35 PM
DIRECTOR OF ENGINEERING AND CONSTRUCTION
Plot Driver=> S:\Plot Drivers\pdf.plt
RIGHT SIDE PANEL
LAYOUT
STANDARD
03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
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.
LEFT SIDE PANEL
LAYOUT
ENGINEERING STANDARDS
7301
SCALE:
1
1 2"
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7301-02.dgn
GROUND POWER SYSTEM
PANEL LAYOUTS
REVISION
= 1’-0"
SHEET
-
2 OF 2
CADD FILE:
ES7301-02
SPECIFY OVERALL LENGTH
2"
6"
INTERCAR JUMPER ASSEMBLIES AS REQUIRED
JUMPER CABLES
(PERM)
COACH CAR (NIC)
(PERM)
2" WIDE HALF LAPPED
JUMPER CABLES
AND 1 - 3/C #10 AWG
CONTROL CABLE (TYP.)
(QTY. 1)
COACH CAR (NIC)
(QTY. 2)
"
COACH CAR (NIC)
JUMPER CABLES
3 - #4/0 POWER CABLES
TRACK & CAR CLOSED
LOOP TO RECEPTACLE/
2
JUMPER CABLES
" SCOTCH #35 YELLOW TAPE
CABINET
FEMALE PIN PLUG BODY
(HYPALON) R86
CAR RECEPTACLE
(TYP. 8 PER COACH CAR)
NON-METALLIC CABLE BAND
R86 CONNECTOR
EVERY 18" TOP & BOT.
NO. TY-5409 OR EQUAL
R86 CONNECTOR
CONNECTIONS FROM CONTROL INTERLOCK
480-VOLT CORDSET
CLOSED LOOP TO 480V WAYSIDE POWER
QUANTITY REQ’D.-2 FOR EACH 480-VOLT WAYSIDE POWER RECEPTACLE BOX OUTLET
SYSTEM SHALL OPERATE TO CONTINUOUSLY
MONITOR CONTINUITY OF CLOSED LOOP.
UPON DETECTION OF AN OPEN CIRCUIT,
WAYSIDE SYSTEM SHALL AUTOMATICALLY
ACT TO DE-ENERGIZE 480V POWER TO CARS
PLAN VIEW - CONTROL INTERLOCK SCHEME FOR 480V STANDBY POWER
480-VOLT OUTLET PIN UTILIZATIONS
R86 CONNECTOR
R86 CONNECTOR
#4/0
MAIN PIN #1
MAIN PIN #1
MAIN PIN #2
MAIN PIN #2
MAIN PIN #3
MAIN PIN #3
AUX. PIN #1
AUX. PIN #1
AUX. PIN #2
AUX. PIN #2
AUX. PIN #3
AUX. PIN #3
PIN
CONNECTION AT RECEPTACLE
CAR CONNECTION
MAIN #1
‘A’ PHASE OF 480V FEEDER
480-V ‘A’ BUS
MAIN #2
‘B’ PHASE OF 480V FEEDER
480-V ‘B’ BUS
MAIN #3
‘C’ PHASE OF 480V FEEDER
480-V ‘C’ BUS
CONTROL INTERLOCK
AUX. #1 PIN OF RECEPTACLE AT
SYSTEM RELAY (S)
OPPOSITE END OF CAR
AUX. #1
#10
AUX. #2
GROUND
AUX. #3
CHASIS
GROUND
FUNCTION
480-V
POWER
480-V
POWER
480-V
POWER
CONTROL
CLOSED LOOP
INTERLOCK
GROUNDING
480-VOLT CORDSET SCHEMATIC
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.
XX
ENG.
2:30:35 PM
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
7302
SCALE:
NONE
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
FileName=> s:\V8EngStds\7000\ES7302.dgn
480V WAYSIDE POWER
CORDSET DETAILS
REVISION
-
SHEET
1 OF 1
CADD FILE:
ES7302