1. 2250 Lane 2250 Lane
4500 Roadway2500 Road Reserve
150
1200 Footpath
125 Conc. Slab
Typical Road Section - Type 3
500
2500 Road Reserve
Dish Drain
1000
2.5 %
Kerb K1
PlotBoundary
PlotBoundary
100mm Crusher run
98% PROCTOR
well compacted Subgrade to be
compacted to 90% PROCTOR
50 mm Asphalt
175mm Crusher run to be compacted to
98% PROCTOR maximum dry density
300mm Hardcore filling to be compacted to
95% PROCTOR maximum dry density
Subgrade to be compacted to 90% PROCTOR
maximum dry density (unsuitable material to be removed
& replaced with imported fill) (assumed min. CBR 10%)
450
3000 Planting Servitude3000 Planting Servitude
3000 Lane 3000 Lane
6000 Roadway
2.5 %
2500 Road Reserve
150
1200 Footpath
125 Conc. Slab
Kerb K1
50 mm Asphalt
175mm Crusher run to be compacted to
98% PROCTOR maximum dry density
300mm Hardcore filling to be compacted to
95% PROCTOR maximum dry density
Subgrade to be compacted to 90% PROCTOR
maximum dry density (unsuitable material to be removed
& replaced with imported fill) (assumed min. CBR 10%)
Typical Road Section - Type 1
100mm Crusher run
98% PROCTOR
well compacted Subgrade to be
compacted to 90% PROCTOR
PlotBoundary
500
2500 Road Reserve
PlotBoundary
Dish Drain
1000
Typical Road Section - (Type 2)
Stormwater Manhole
3000 Lane 3000 Lane
6000 Roadway
2.5 %
2500 Road Reserve
150
1200 Footpath
125 Conc. Slab
PlotBoundary
2500 Road Reserve
PlotBoundary
1000
450
1156
900
500
Potable Water
Trench Telecom
Trench
300 444
450
3000 Planting Servitude
3000 Planting Servitude
3000 Planting Servitude
3000 Planting Servitude
9500 Road 5
10000 Road 6
850
Telecom
Trench
300 700
Telecom
Trench
300
900
500
Potable Water
Trench
600
500
Potable Water
Trench
11000
11000
Kerb K1
Chamfer 25x25
Chamfer 25x25
Chamfer 25x25
50 mm Asphalt
175mm Crusher run to be compacted to
98% PROCTOR maximum dry density
300mm Hardcore filling to be compacted to
95% PROCTOR maximum dry density
Subgrade to be compacted to 90% PROCTOR
maximum dry density (unsuitable material to be removed
& replaced with imported fill) (assumed min. CBR 10%)
MV / LV CABLE
TRENCH SECTION
LV Cables for Street
22kV Cable
LV Cables for Street
LV CABLE
TRENCH SECTION
850700
LV Cables for Street
LV CABLE
TRENCH SECTION
1200 Footpath (Detail 1)
1200 Footpath (Detail 1)
1200 Footpath (Detail 1)
120
30
100100
230100
150180
Precast Concrete
Kerb K1
Hardcore
Layer Min.250
Beyond Kerb
Detail 1 - Kerb K1
1501200 Footpath
100mm Crusher run
98% PROCTOR
Subgrade to be compacted
to 90% PROCTOR
125mm Conc. Slab
Mesh A98
Polyethylene
sheeting Kerb K1
TYPICAL FOOTPATH DETAIL
100mm Compacted Crusher Run
50mm Stabilised material
(Coral Sand 0 / 3 mm +
20% Rock Sand +
Kerb K1
DETAIL 1
1200
Kerb K1
Job No
Drawing Status
Discipline
Scale at A1
Drawing No Rev
Drawing Title
Job Title
Client
Date By Chkd Appd
A1
1
2
3
4
5
6
7
8
9
10
11
A B C D E F G H I J K L M N
Do not scale
Rev
CR-201 P12878
1:25
FOR APPROVAL
Civil
TYPICAL ROAD SECTION
/ /C1 03 12 12 Reza B. P.G P.G
ISSUED FOR CONSTRUCTION
/ /C2 10 04 13 Reza B. P.G P.G
FOOTPATH DETAIL ADDED
/ /P1 08 05 13 Reza B. P.G P.G
FOR APPROVAL