standard drawing r0730-01 · standard drawing no. ... 1.rail is from 2.7 bmt grade ha350 steel to...
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STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
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STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1500
150 200
Ø 22 HOLE
25
150
400
38
1740
2065
18
1800
140
25
50
100
260
50
180
390 440
1075
5
600
300
50
400
400
260
5
140 50
60.3
(END POST ONLY)
185
+0/-3
600
225 150 225
150(NOM) 200(NOM)
MANUFACTURER'S DISCRETION.
ALTERNATE LOCATION AT
DRAIN HOLE 25 RAD / 25 CHAMFER
+0/-3
135
Ø 18 HOLES
Ø 21 HOLE FOR SLEEVE
Ø 61 HOLE
BREAKAWAY POST (P012)
SHORT TIMBER
STEEL PLATE
6 THICK
Ø 22 HOLE
SOIL PLATE (PP06)
POST SLEEVE (FW06)
BREAKAWAY TERMINAL
STRUT AND YOKE ASSEMBLY (P014)
RECTANGULAR STEEL TUBE
150 X 50 X 5.0
WASHERS (FW01).
WITH M20 NUT (FN04) AND 2 Ø 20
M20X240 HEX. BOLTS (FB06)
Ø 22 HOLE
BREAKAWAY POST (P011)
FOR SHORT TIMBER
RECTANGULAR STEEL TUBE
AS 4680 AFTER FABRICATION.
HOT DIP GALVANSED TO
FABRICATED STEEL TUBE
200 X 150 X 6.0
STRUT DETAILS
STEEL TUBE
150 X 50 X 5.0
HOLES
Ø 18
Ø 85 HOLES
LINE POST (P013)
TIMBER BREAKAWAY
YOKE DETAILS
RAD.
8 MAX
HOLE
SLOTTED
22 X 50
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
CONDITIONS) TO AS 1604.
PRESERVATIVE TREATED TO HAZARD LEVEL H4 (H5 IN EXTREME WET
ALL TIMBER POSTS TO BE GRADE F8 AUSTRALIAN SLASH PINE3.
GRADE 250 IN ACCORDANCE WITH AS/NZS 1594.
STEEL TUBES AND SOIL PLATES SHALL BE FABRICATED FROM STEEL2.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT1.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005931
R0730-01 -
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)POST, TUBE AND YOKE DETAILS
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1350
108
108
SETOUT DIMENSIONS ON ANCHOR RAIL BEFORE CURVING
465
100 100
100
R. 60002000
STRAIGHT
2000
R. 40 000
SLOTTED HOLES FOR POST BOLTS ARE OPTIONAL IN THIS RAIL
4318
159
159
159
DETAIL
NOT TO SCALE
A
--
TERMINAL RAIL 1 - ANCHOR RAIL (B016)
ELEVATION
19 WIDE X 64 LONG
FOR SPLICE BOLT
SLOTTED HOLE19 WIDE X 64 LONG
FOR POST BOLT
SLOTTED HOLE
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
19 WIDE X 64 LONG
FOR SPLICE BOLT
SLOTTED HOLE
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
SEE DETAILA
--
PLAN
TERMINAL RAIL 2 (B017)
ELEVATION
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
19 WIDE X 64 LONG
FOR POST BOLT
SLOTTED HOLE
19 WIDE X 64 LONG
FOR SPLICE BOLT
SLOTTED HOLE
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
PLAN
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MELT AND TT TERMINALS - W BEAM RAILTERMINAL RAIL DETAIL
FOR SECTION DIMENSIONS SEE DRAWING DS2014/005935.3.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT2.
BMT = BASE METAL THICKNESS.
IS NOT PERMITTED. RAIL TO BE STAMPED 350/2.7 BMT (OR SIMILAR)
GALVANISED TO AS 4680 AFTER FABRICATION. FLAME CUTTING TO RAIL
RAIL IS FROM 2.7 BMT GRADE HA350 STEEL TO AS 1594 AND HOT DIPPED1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005943
R0730-02 -
NOTES
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
20
27
50
30
5
30
6 RAD.
60
10 R. (TYPICAL)
100
90
202
100
25
18°
275 R.
60
45°
90 160
100
198
77
50
275 R. (BEFORE BENDING)
DIAPHRAGM PLATE (B018)
2
--
2
--
1
--
1
--SLOTTED HOLES
2 / 23 X 100
Ø 150 HOLE
Ø 4/20 HOLE
23 x 100 SLOTTED HOLE
SECTION
NOT TO SCALE --
1 SECTION
NOT TO SCALE --
2
HOLE (VERTICAL)
23X29 SLOTTED
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)
EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.
DIP GALVANISED TO AS 4680 AFTER FABRICATION.
DIAPHRAGM FROM 3.0 BMT GRADE HA250 STEEL TO AS 1594 AND HOT1.
DIAPHRAGM PLATE DETAILS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005944
R0730-03 -
NOTES
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
TIMBER POST (P012) STEEL END POST (P015)
2 DIAPHRAGM PLATES (B018)
M16 BOLT (FB07)
45°
275 R.
141°
710
277
100
100
M16 BOLT (FB07)
141°
710
277
45°
275 R.
25
80
40
520
690
400
30
140
440
135
135
216 216
990
160
160
160
160
216
160
50
190
55
2230
2450
110 110
12 OFF
SPLICE BOLTS (FB03)
Ø 19 HOLE
23 X 29
2 SLOTTED HOLES
23 X 70
6 SLOTTED HOLES23 X 29
4 SLOTTED HOLES
R. 6000
W BEAM RAIL
R. 6000
W BEAM RAIL
2
--
2
--
2
--
2
--
1
--
1
--
1
--
1
--
PLATES
DIAPHRAGM
NO
4 OFF
SPLICE BOLTS (FB03)
ASSEMBLED END - MELT
ELEVATION
(FB03)
SPLICE BOLT(FB03)
SPLICE BOLT
190
R28
220 R
EF
53°
53°
SECTION
NOT TO SCALE --
2
2 SLOTTED HOLES
2 SLOTTED HOLES
190
R28
SECTION
NOT TO SCALE --
1
MELT AND TRAILING TERMINAL
BUFFERED END SECTION (B019)
PLAN - MELT PLAN - TRAILING TERMINAL
ASSEMBLED END - TRAILING TERMINAL
ELEVATION
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
BUFFERED END SECTION DETAILS
BOLTS / NUTS SHALL BE SNUG TIGHT TO AS 4100.3.
EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.
AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
BUFFERED END SECTION FROM 2.7 BMT GRADE HA350 STEEL TO1.
MELT AND TRAILING TERMINAL
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005945
R0730-04 -
NOTES
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
36
26
50
M24 STUD THREADED ENTIRE LENGTH
WITH NUTS FULLY WOUND
SWAGED FITTING MAX Ø 40 TO GIVE BREAKING STRENGTH OF 200 kN
2000 ± 10
180 ± 5 180 ± 5
CABLE ASSEMBLY (FC01)
(FN05)
CABLE ASSEMBLY
M24 NUT FOR
WASHER (FW05)
Ø 24 GALV. ROUND
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
CABLE ASSEMBLEY AND FASTENERS
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.5.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT4.
AS 1214.
BE HOT DIP GALVANISED IN ACCORDANCE WITH THE REQUIREMENTS OF
AS 1237. NUTS AND WASHERS TO BE TREATED TO AS 1627 AND SHALL
GALVANISED THREAD. BLACK STEEL WASHERS , LARGE SERIES TO
HEXAGON NUTS TO AS 1112 (GRADE 5). NUTS SHALL BE TAPPED TO SUIT3.
GALVANISED STEEL NUTS AND TWO 5 THICK GAL. STEEL WASHERS.
CABLE SHALL BE SUPPLIED WITH TWO 36 THICK M24 HEXAGON2.
AS 3569.
INDEPENDENT WIRE ROPE CORE, GALVANISED, RIGHT REGULAR LAY TO
CABLE TO BE MINIMUM Ø 20 6X19 OR 6X25 WIRE STRAND CORE OR1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005949
MELT AND TRAILING TERMINAL
R0730-05 -
NOTES
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
STEEL TUBE (P011)
(TIMBER POST NO. #1)
SOIL PLATE (PP06)
STEEL TUBE (P011)
SOIL PLATE (PP06)
2000
BOLT
STRUT
STRAIGHT
2000 3 @ 1333 SPACING
TIMBER BREAKAWAY LINE POSTS
RAIL (B016) RAIL (B017)
BOLT
2000 2000
STIFFENER
RAIL (B001)
3 000 MIN T
O HIN
GE P
OIN
T
1 250
665
MAXIMUM
10 : 1 SLOPE POINT
BATTER HINGE
400
245
135
65
1000
MIN.
STANDARD POST SECTIONS
15
1000
MIN.
SLOPE 4:1 OR FLATTER
TAPER
5:1
1
--
1
--
2
--
2
--
TIMBER POST BLOCKOUTS IN THE STANDARD POST SECTION.
TANGENT LINE PROJECTED FROM THE FACE OF THE LAST TWO
3
--
3
--PLAN
POST NO.
FOR ASSEMBLY DETAIL
SEE DS2014/005972
#1
ANGLE
SHELF
#2
ANGLE
SHELF
#3
ANGLE
SHELF
#4
ANGLE
SHELF
#5
ANGLE
SHELF
#6
POSTS
STEEL
OF RAIL
MEASURED AT BACK6 m RADIUS 40 m RADIUS
NO BOLTS THROUGH RAIL TO POST
ELEVATION
(CURVED ON SITE)
R100 m
SECTION
NOT TO SCALE --
1
(TIMBER POST NO.#2)
SECTION
NOT TO SCALE --
2 SECTION
NOT TO SCALE --
3
(TIMBER POSTS NO.S #3, #4, #5 & #6)
SECTION
BUFFERED END
730 ± 20
HEAD AND NUT.
RECTANGULAR WASHERS UNDER
THROUGH TIMBER POST & RAIL
BOLT (FB07) SHALL EXTEND
AWAY POST (P012)
SHORT TIMBER BREAK-
ANGLE
SHELF
W BEAM BLOCKOUT PIECE (P002) TO BE BOLTED TO THE TIMBER POST
AWAY POST (P012)
SHORT TIMBER BREAK-
ANGLE
SHELF LINE POST (P013)
TIMBER BREAKAWAY
TO ADJACENT UNSHIELDED ROADSIDE AREAS.
IF A CLEAR RUNOUT PATH IS NOT POSSIBLE, THIS AREA SHOULD BE SIMILAR IN CHARACTER
SHALL BE TRAVERSABLE AND FREE FROM FIXED OBJECT HAZARDS TO THE EXTENT PRACTICABLE.
THIS IS GATING TERMINAL. AN AREA 18.0 m x 6.0 m BEHIND AND BEYOND THE TERMINAL
ROAD POLICY, SPECIFICATIONS AND
11
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)GENERAL ARRANGEMENT
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005971
A LENGTH OF 8 METRES.
AND PAYMENT THE MELT SYSTEM EXTENDS FROM POST #1 TO POST #6,
4. TOTAL LENGTH OF MELT IS 12 m HOWEVER FOR SCHEDULES OF QUANTITY
FLAME CUTTING OF GALVANIZED POSTS AND RAIL IS NOT PERMITTED.3.
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.2.
CONDITIONS) TO AS 1604.
PRESERVATIVE TREATED TO HAZARD LEVEL H4 (H5 IN EXTREME WET
ALL TIMBER POSTS SHALL BE GRADE F8 AUSTRALIAN SLASH PINE1.
NOTES
R0730-06 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 40
125
190
125
200
BUFFERED END & ANCHORAGE ASSEMBLY
SOIL PLATE (PP06)
200
100
(B019)
STRUT AND YOKE ASSEMBLY
RAIL (B016)
BUFFERED END SECTION
ANCHOR PLATE (B015)
TOP OF TUBE
GROUND LINE 50
DIAPHRAGM (B018)
STEEL TUBE (P011)
D
--
BREAKAWAY POSTS (P012)
SHORT TIMBER
PLAN
TUBE (P011)
RECTANGULAR STEEL
(FP01)
BEARING PLATE
POST (P012)
SHORT TIMBER
(FC01)
CABLE ASSEMBLY
Ø 21 HOLE
POST SLEEVE (FW06)
BREAKAWAY TERMINAL
END POST
DETAIL
NOT TO SCALE
A
--
(FC01)
CABLE ASSEMBLY
(B015)
ANCHOR PLATE
DETAIL
NOT TO SCALE
B
--
RECTANGULAR WASHERS (FW03)
WITH M16 NUT (FN01) AND 2
M16X250 HEX HEAD BOLT (FB07)
A
--
AND 2 Ø 20 WASHERS (FW01)
(FB08) WITH M20 NUT (FN04)
M20X200 HEX. HEAD BOLT
ELEVATION
Ø 64 HOLE
B
--
C
--
(PL08)
SHELF ANGLE
ASSEMBLY (P014)
STRUT AND YOKE
DETAIL
NOT TO SCALE
C
--
POSTS #2 TO #6
SHELF ANGLE & BLOCK ASSEMBLY
DETAIL
NOT TO SCALE
D
--
BUFFERED END SECTION
SPLICE BOLTS (FB03) 12 OFF
R. 6000
W BEAM RAIL
SHELF ANGLE (FP02)
19 X 25
SLOT
STEEL PLATE
6 THICK
BEARING PLATE (FP01)
Ø 28 HOLE
PLATE
16 THICK
P013
P012 OR
P002
FB07
FN01
FP02
FB01
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)BUFFERED END AND ANCHORAGE DETAIL
THIS DRAWING TO BE READ IN CONJUNCTION WITH DS2014/005971.4.
REFER TO DS2014/005971 FOR POST INSTALLATION3.
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.2.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES EXCEPT1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005972
R0730-07 -
NOTES
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
2000 2000
STRAIGHT
2000
6000 mm RADIUS
180
SLOT 64X18
SOIL PLATE
DIRECTION OF TRAFFIC
600
(MIN)
635
BATTER HINGE POINT
(B019). NO DIAPHRAGM
BUFFERED END SECTION
ANCHOR PLATE (B015)
STIFFENER
TERMINAL RAIL 1 (B016)
325
1350
LAST TWO BLOCKOUTS
FROM THE FACE OF THE
TANGENT LINE PROJECTED
UNDER BOLT HEAD.
RECTANGULAR WASHER (FW03)
(FB02) AND NUT (FN01)
M16X50 MUSH HEAD BOLT
BEARING PLATEASSEMBLY
CABLE
AND FREE FROM FIXED OBJECT HAZARDS
BATTER SLOPE TO BE REASONABLY TRAVERSABLE
EXTENT OF TT FOR SCHEDULE OF QUANTITY PURPOSES
Ø 22 HOLES
(FN04) 2 REQ'D
(FB09) WITH NUTS
M20X40 HEX BOLTS
375
150
1800
Ø 50 HOLE
BEARING PLATE
(FC01)
ASSEMBLY
CABLE
(PP06)
SOIL PLATE
(FP01)
BACK OF RAIL
MEASURED AT
DETAIL
NOT TO SCALE
A
--
SECTION
NOT TO SCALE --
1
A
--
1
--
1
--
PLAN
ELEVATION
ROAD POLICY, SPECIFICATIONS AND
REFER TO DS2014/005970 FOR END POST INSTALLATION.4.
TO AS 1594, AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
END POSTS (P015) ARE FROM 4.3 BMT PLATE GRADE HA300 STEEL3.
FLAME CUTTING OF GALVANISED POST AND RAIL IS NOT PERMITTED.2.
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.1.
TT NOT TO BE USED WITHIN CLEAR ZONE OF OPPOSING TRAFFIC.
TT TO BE USED ON DEPARTURE END OF SAFETY BARRIER ONLY.
11
ENGINEERING SERVICES
AND TECHNOLOGY
TRAILING TERMINAL (TT) GENERAL ARRANGEMENTSPOST AND ANCHORAGE DETAILS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005973
NOTES
R0730-08 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
APPROVED CRASH CUSHION SHALL BE USED IN SUCH LOCATIONS.
IN SPEED ZONES IN EXCESS OF 70 km/h. AN APPROPRIATE,
THIS END UNIT IS NOT TO BE USED AS AN APPROACH TERMINAL
F72
600
350
PAVEMENT
LEVEL
125 125
600
180
80
200
MIN.
PAVEMENT 80
180
560
820
#
LEVEL
R 250
230
350
125
F72
280 PAVEMENT LEVEL
3000
FOOTING
F72
SLOPE 1 IN 7.4
175
210
250
560
180
##
150
5500 500 25 EXPANSION JOINT
ELEVATION
SLOPED END TERMINAL
TYPE 'F' CONCRETE SAFETY BARRIER
1
--
1
--
(WHERE REQUIRED)
Ø 28 DOWELS AT 1000 C/C 2
--
2
--
3/Ø 16 GALV DOWELS
@ 150 C/C
2/Ø 12.7 STRANDS
SECTION
NOT TO SCALE --
1
SECTION
NOT TO SCALE --
2
## DEPTH MIN 160 UP TO 280 DEPENDENT ON PAVEMENT DESIGN.
MIN (80mm)
# DEPTH DEPENDENT ON PAVEMENT DEPTHS.
FACE
SLOPED
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
ISSUED
R0730-09
DS2014_005976/
-
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES
F72 WELDED WIRE REINFORCING FABRIC TO AS 1304.
Ø 12.7 STRANDS SHALL BE SUPER GRADE TO AS 1311.
6. STEEL BARS (DOWELS) SHALL BE GRADE 250R TO AS 1302.
IN THE ADJOINING BASE.
TERMINALS) WILL BE COMPATABLE WITH AND COINCIDE WITH JOINTS
5. JOINTS IN CONCRETE SAFETY BARRIERS (INCLUDING SLOPED END
CLEAR COVER TO REINFORCEMENT SHALL BE 50.
4. MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa.
(240 LONG).
DOWELLED TO A FOUNDATION AT 1000 C/C USING Ø 28 DOWELS
3. BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION OR
2. MINIMUM OFFSET FROM SLOPED END UNIT BASE TO EDGE LINE IS 500.
PAVEMENT OVERLAYS.
1. THE MAXIMUM BASE DIMENSION OF 80 IS TO ALLOW FOR SUBSEQUENT
NOTES
TYPE 'F' CONCRETE SAFETY BARRIER CAST-IN-SITUSLOPED END TERMINAL FOR PERMANENT INSTALLATION
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
SHALL BE USED IN SUCH LOCATIONS.
AN APPROPRIATE, APPROVED CRASH CUSHION
TERMINAL IN SPEED ZONES IN EXCESS OF 70 km/h.
THIS END UNIT IS NOT TO BE USED AS AN APPROACH
200
650
290
PAVEMENT
LEVEL250
5745
200
PAVEMENT
LEVEL
290
650
250
5745
F72
R 50
1000
240
SLOPED FACE
240180
25
F72
SLOPE 1 IN 7.3
PAVEMENT LEVEL
500 25 EXPANSION JOINT5500
ELEVATION
SLOPED END TERMINAL
TYPE 'VCB' VERTICAL CONCRETE SAFETY BARRIER
@ 150 C/C
5/Ø12 STRANDS
@ 150 C/C.
4/Ø16 GALV DOWELS
2
--
2
--
1
--
1
--
SECTION
NOT TO SCALE --
1 SECTION
NOT TO SCALE --
2
1
ROAD POLICY, SPECIFICATIONS AND
1
COVER AT OPENINGS, EXPANSION JOINTS AND ENDS SHALL BE 50.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES. MINIMUM
F72 WELDED WIRE REINFORCING FABRIC TO AS 1304.
12.7 DIA STRANDS SHALL BE SUPER GRADE TO AS 1311.
STEEL BARS SHALL BE GRADE 250R TO AS 1302.5.
IN THE ADJOINING BASE.
TERMINALS) SHALL BE COMPATABLE WITH AND COINCIDE WITH JOINTS
JOINTS IN CONCRETE SAFETY BARRIERS (INCLUDING SLOPED END
CLEAR COVER TO REINFORCEMENT SHALL BE 50.
MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32 MPa.4.
BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION.3.
MINIMUM OFFSET FROM SLOPED END UNIT BASE TO EDGE LINE IS 500.2.
PAVEMENT OVERLAYS.
THE MAXIMUM BASE DIMENSION OF 80 IS TO ALLOW FOR SUBSEQUENT1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/
R0730-10 -
DS2014_005977
NOTES
SLOPED END TERMINAL FOR PERMANENT INSTALLATIONS
TYPE VCB CONCRETE SAFETY BARRIER - CAST-IN-SITU
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