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RFI - Attachment 2 - Engineering Plans Crossover
CIVIL ENGINEERING DESIGN FOR MCU26/0003
3 GRADY STREET, KIN KIN, QLD 4571 - LOT 206 on K6575
LOCATION PLAN
DRAWING REGISTER
AMENDMENTS DATE ISSUE CONSULTANTS CLIENT PROJECT DRAWING TITLE
TOWN PLANNER
© SURVEYOR
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Page 2
LEGEND
EXISTING BATTER
12.0 EXISTING SURFACE CONTOURS
EXISTING OVERHEAD ELECTRICAL
EXISTING COMMS
12.0 PROPOSED SURFACE CONTOURS
SWD PROPOSED STORM WATER PIPE
PROPOSED CHANGE OF GRADE
ROAD CENTRELINE
206
K6575 150mm COMPACTED GRAVEL BASE TYPE 2.1. WEARING
SURFACE 2 COAT BITUMEN SEAL.
EXISTING FENCE TO BE REMOVED
WITHIN DRIVEWAY EXTENTS.
66
16%
.85
3
.32
3
67
66
1
.73
.23
16%
6
67
66
5
.68
.18
5 ∅375 PRE-CAST HEADWALL
67
EXTEND 1m PAST EDGE
OF DRIVEWAY
3%
EXTEND 1m PAST EDGE STONE PITCH OUTLET/INLET, MIN ∅200 ROCK IN
∅375 PRE-CAST HEADWALL OF DRIVEWAY ACCORDANCE WITH IPWEA STD DRG RS-056
REALIGN OUTLET TO EXISTING SWALE AND
8
3
.53
0
5
.86
.51
.18
∅375 RCP CLASS3 ENSURE FREE DRAINING
66
66
65
67
SWD SWD SWD SWD
7.0m LENGTH - 5%
STONE PITCH OUTLET/INLET, MIN ∅200 ROCK IN
3%
ACCORDANCE WITH IPWEA STD DRG RS-056 R5
REALIGN OUTLET TO EXISTING SWALE AND
66.50
R5
67.00
ENSURE FREE DRAINING 67.50
65
.94
9
3
0
.97
EXISTING EDGE OF BITUMEN.
69.
66
67
5
.0
68.
0
66
68.
67
67
.5
.0
.5
MIN 1.5m OF DRIVEWAY TO MATCH EXISTING
ROAD PAVEMENT OR
150mm COMPACTED GRAVEL BASE TYPE 2.1.
WEARING SURFACE 2 COAT BITUMEN SEAL.
GRADY
STREET
NOTE:
REFER TO IPWEA STD DWG RS-056 FOR STANDARD
RURAL DRIVEWAY DETAILS
AMENDMENTS DATE ISSUE CONSULTANTS CLIENT PROJECT DRAWING TITLE
1:50 A1 SHEET
TOWN PLANNER
© SURVEYOR