3300
100 x 75 x 10 UA.
350
175
DRILL STRIP TO SUIT
x 350 LONG.
BOLT.
2 No. 4mm WIRE TWIST
400
ONCE AROUND POST.
FOR END PANEL.
WIDTH MARKER 230 x 450.
(L & R).
60 O.D. x 3.6 CHS. GALV.
300
1000
100 x 75 x 10 UA. BRACKET
N24, M24 THREADED GALV.
100
300
10 PLATE.
M10 GALV. BOLT.
1000
R24 DOWEL.
GRADE 250.
935
CAST IN BOLT.
76 O.D. x 3.6 CHS. GALV.
300 DIA. CONCRETE.
SECTION
C
SCALE 1:10
1
CONCRETE PLUG.
2
TRIM TO SUIT SITE AND
FACILITATE DRAINAGE.
DETAIL
2
SCALE 1:20
1
DETAIL OF GUARDRAIL
2
75 x 6 FLAT
LOCKNUT, STANDARD NUT AND
100 TFB
SPRING WASHER
NOTES
200 UB 25
1. COMPACT SUBGRADE BENEATH THE APPROACH SLAB AND
75 x 10 FLAT
UNDER THE CONCRETE TROUGH PART OF THE CATTLEGRID
60x15x350 NEOPRENE STRIP
TO 95% M.M.D.D. TO DEPTH OF 250mm MIN.
2. ALL CONCRETE WORK TO COMPLY WITH A.S.3600.
3. USE N25 CONCRETE.
4. CLEAR COVER TO REINFORCEMENT SHALL BE 50mm.
CONCRETE SLAB
READ IN CONJUNCTION WITH
5. ALL EXPOSED CONCRETE SHALL HAVE STEEL TROWEL FINISH.
C(S)1313 AND C(S)1314
6. ALL STEEL WORK TO COMPLY WITH A.S.4100.
7. ALL WELDS SHALL BE 8mm FILLET WELDS, CONTINUOUS FOR
FULL PERIMETER OF CONTACT UNLESS NOTED OTHERWISE.
8. USE GRADE 4.6 BOLTS U.N.O.
21/06/2006
10:46:56 AM
X:\CIVIL STANDARD DRAWINGS\4 FENCES\C(S)1315-2.dgn
9. RECOMPACT UNSEALED PAVEMENT, FULL WIDTH, TO 95% M.M.D.D.
15m BOTH SIDES OF CONCRETE WORKS.
ISOMETRIC VIEW
N.T.S.
10.
D
1
2
NOMINAL FORMATION WIDTH
9000
11000
No. OF GRID PANELS
8
10
TOTAL GRID WIDTH
10000
12400
11. USE DURAMETER HARDNESS 55 NEOPRENE RUBBER STRIP.
12. PROVIDE APPROACH SLAB UNLESS OTHERWISE SPECIFIED.
13. IF INSTALLING GRID ON SEALED ROAD, BACK FILL EXCAVATION
TO UNDERSIDE OF PAVEMENT WITH SELECTED FILL, AND REINSTATE
PAVEMENT AND SEAL. COMPACT ALL BACK FILL AND PAVEMENT TO
95% M.M.D.D.
DRAWN
CHECKED
S.H.W.
DATE
MARCH 96
2
STEEL NOTES UPDATED
3/9/2003
S.H.W.
C(S)1313
STANDARD CATTLE GRID PLAN AND SECTION WITH APPROACH SLAB
1
GOVERNMENT DEPARTMENT LOGO ALTERED.
9/5/2002
S.H.W.
C(S)1314
STANDARD CATTLE GRID PLAN AND SECTION WITHOUT APPROACH SLAB
G.C.
DATE
MARCH 96
DESIGN PROJECT LEADER
No.
DESCRIPTION
AMENDMENTS
DATE
INIT.
No.
STANDARD DRAWING
DATE
CHECKED
DESIGNED
STANDARD CATTLE GRID
DATE
Northern Territory Government
PROJECT OFFICER
Department of
TITLE
Planning and Infrastructure
DETAILS
FILE No.
ASSET No.
DRAWING No.
SHEET No.
AMEND.
SHEET
SIZE
ASSOCIATED DOCUMENTS
DATE
20/3/96
DATE
3
OF
3
C(S)1315 - 2
A1