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8 0
1 5 0 0
1 7 0
3 0
1 2 0 0
Strut Securely keyed
into corner post
3 0 0 C o v e r
2200
250 x 600 Long
Thrust Block
Strut Securely
keyed into
Thrust Block
Ground Level
STANDARD COUNCIL GATE TYPE 1Scale 1:50
NOTE:
1. Gate is to be constructed of 40mm square steel
tubing
2mm thick min
2. All gate fi tt ings to be
galvanised
3. Minimum gate width 3m
250 nom (min)
200 nom
8 0
1 5 0 0
1 7 0
3 0
1 2 0 0
Strut Securely keyed
into corner post
3 0 0 C o v e r
2200
250 x 600 Long
Thrust Block
Strut Securely
keyed intoThrust Block
Ground Level
STANDARD COUNCIL GATE TYPE 2Scale 1:50
NOTE:1. Gate is to be constructed of
33.7mm tubular steel
2. All gate fittings to be
galvanised
3. Minimum gate width 3m
200 nom
250 nom (min)
GATE FASTENERS
TYPICAL CROSS SECTIONScale 1:20
TOP VIEWScale 1:5
100 (min)
100 (min)
*Dimensions are in Millimetres unless otherwise shown
Capricorn Municipal
Development Guidelines
APPLICABILITY TABLE
Council
Applicable
BSC CHRC MRC RRCYes Yes Yes Yes
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*Dimensions are in Millimetres unless otherwise shown
Capricorn Municipal
Development Guidelines
3%3% 1 0 0 0
Slope o f Slab 1% min
To be 300 at point of
minimum clearenceBed Rail
Compacted fill when slab
is above natural surface
Galvanised PipeHorizontal Brace-
Galv. Pipe
Strainer Wire 100 thick Concrete
Slab with centrally
placed F82 Mesh
1 0 0 0
100
225
S e e
N o t e
2
NOTES:
1. Widths of Grid change depending on Road
Heirachy/ Category. For widths of grid refer toLocal Council's
Grid Policy
2. All grids must have an accompanying gate. Refer
to Standard Drawing CMDG-G-017.3. Dimensions are in millimeters
unless otherwise
shown
4. Standard Grid Spans for 1.9 or 2.7m only
5. Holding down bolts M20 x 600, Grade 4.6, 70
thread with M20 nuts & locknuts, grade 5, galv. to
AS 1214 with NS washers.
2x Holding down bolts
at each end of all bearers
Guide Post
Galv. Wires
Guide PostGuide Post
Guide Post
150150Fence with
Horizontal
Brace
Stone
Pitching
Concrete slab to be
reinforced with SL62 Mesh
Pavement Pavement
20015
260
450
300
100
200
25
Bend around
90 pin
Bend around
60 pin
345Bed Rail
Span as Specified 300
40 min cover over
all reinforcing bars
Steel Plate
See Detail A
Steel Plate
See Detail A
Bolts Welded
to Plate See
Note 5
180
PLAN VIEW - 2.7m SPAN
Scale 1:100
CROSS SECTION 2
Scale 1:50
2
1
ABUTMENT DETAIL 2Scale 1:20
CROSS SECTION 1Scale 1:75
ABUTMENT DETAIL 1
Scale 1:20
DETAIL AScale 1:10
30 180 30
240 x 65 x 16
Grade 250 to AS/NZS 3678
Hot Dip Galv. to AS/NZS 4680
APPLICABILITY TABLE
Council
Applicable
BSC CHRC MRC RRCYes Yes Yes Yes
12S1-S@200
24 A1 bars (lapped
where necessary) are tobe continuous over the
length of abutments and
set parallel to the top.
WELDING DETAILScale 1:10
Welding to be inaccordance with
AS / NZS
Rail
Universal beams
to be grade 250
to AS / NZS
3679.1
Bearer
BED RAIL
7 / 24A1 - S
12K1-S@200
Provide 6mm
Continuous Fillet Weld
