RURAL ROAD BOUNDARY FENCE
3 HINGES AS DETAILED
HINGED FRAME
25
75 X 25 FILLER PIECE
175
25
HTI SPACER
-
25
75 X 25 VERTICAL
1200
2
900
175
2
25
150 X 50
HARDWOOD PLANK
75 X 25 NAILED
N
A
T
U
R
A
L
150 X 100
TO SPACER
E
N
I
L
HARDWOOD RAIL
GROUND
125 X 75
HARDWOOD SPACER
600
150 X 50 HARDWOOD PLANKS
AT LEAST 220 BELOW GROUND
1
HT1 POST
SECTION
2
NOT TO SCALE
--
2
2450
Ø
75 X 25 HARDWOOD FRAME WITH
20
ProjectWiseQRCodeLayer
1
LAPPED JOINTS AT CORNERS SECURED
1
WITH TWO M6 BOLTS, 60 LONG AT
ELEVATION
EACH JOINT 3 VERTICAL TIMBERS REQUIRED.
110
40
FRAME COVERED WITH 1.0 THICKNESS
70
Ø
20
40
-
120
160
TREATMENT AT SMALL CREEK CROSSINGS
2
2
GALVANIZED SHEET SECURED TO INSIDE
-
-
OF TIMBERS WITH GALVANISED CLOUTS
AT 100 C / C
M12
THREAD
M12
THREAD
75 X 25 HARDWOOD FILLERS
2
25
BEHIND VERTICALS.
1
75 X 25
2 STRANDS 4 DIA. WIRE
1
TWISTED TAUT
MINIMUM
GROOVE
CLEARANCE
30MM
SECTION THROUGH RAIL AT HINGES
125 X 75 HARDWOOD SPACER
HINGE DETAILS
SECTION
1
NOT TO SCALE
--
50mm ON A3SI
ZE ORI
GI
NAL
SP POST
SP POST
600
NOTES
1. GALVANIZED SHEET MAY BE JOINED BY BUTTING BETWEEN THE
45
CONCRETE (PRI ) OR
CENTRAL VERTICAL TIMBERS.
STEEL (GSI) OR
2. M12 BOLTS USED THROUGHOUT UNLESS OTHERWISE SHOWN.
TIMBER (TTI) /(HTI) POSTS
3. THIS TREATMENT TO BE USED ON RABBITPROOF AND OTHER RURAL
40
ROAD FENCING INCORPORATING NETTING OR FABRIC.
4. FENCING TO BE IN ACCORDANCE WITH SPECIFICATION - R 201.
30
35
CONCAVE CHANGE IN GRADE SITES
25
20
15
10
5
0
THI
S DRAWI
NG MAY BE PREPARED I
N COLOUR AND MAY BE I
NCOMPLETE I
FCOPI
ED
DIRECTION OF FLOW
SCAN TO CHECK
DOCUMENT VER.
REV
DATE
AMENDMENT / REVISION DESCRIPTION
WVR No.
APPROVAL
SCALES ON A3 SIZE DRAWING
CONTACT DETAILS
ISSUED
SEND FEEDBACK ON THIS STANDARD
SFR
........................................................................................................
DRAWING TO :
A3
STANDARD DRAWING
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
ROAD DESIGN ENGINEERING
R0800 FENCING SERIES
RURAL ROAD BOUNDARY FENCING TREATMENTS AT SMALL
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
........................................................................................................
CREEK CROSSINGS AND CONCAVE CHANGE IN GRADE SITESSHEET1
[email protected]
DATE
20.01.17
.........................................
OF1
REV.
PREPARED BY
STANDARD DRAWING No.
ENGINEERING SERVICES
ROAD POLICY, SPECIFICATIONS AND
AND TECHNOLOGY
STATUS
EDMS No.
ISSUED
DS2014_005991
/
R0800-06
ORIGINAL ISSUE DATE
JANUARY 2017
© Roads and Maritime Services