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C0310(H) Roadworks & Drainage Layout Sheet 1
EP
EP
EXISTING DRIVEWAY CROSSOVERS ARE TO
REMAIN AND BE PROTECTED DURING
PROTECTION - CROSSOVERS HAVE BEEN
ASSESSED AND COMPLY WITH CROSSOVER
TYPE A PER STD DRG RS-051
BLAKESLEY STREET
0
RP845244
EXISTING SEWER MAIN UPSTREAM OF MH ASSET
2661786 TO BE TRANSFERRED TO INTERNAL
DRAINAGE, REFER TO HYDRAULICS DRAWINGS.
EXISTING DRIVEWAY CROSSOVERS ARE TO
REMAIN AND BE PROTECTED DURING
PROTECTION - CROSSOVERS HAVE BEEN
ASSESSED AND COMPLY WITH CROSSOVER
TYPE A PER STD DRG RS-051
FH
POINCIANA AVENUE
10.70
EP
10.60
0
10.5
0
10.4
REFER HYDRAULIC DRG'S .30
10 PROPOSED ASPHALT
FOR INTERNAL WATER. .20
10.20
10
10
10.20
10.20 PAVEMENT WORKS - REFER
.20
.10
DETAIL ON DRAWING C0300
10
OPTIONAL KERB TYPE ER2 EDGE
10.00
RESTRAINT WITHIN ASPHALT EXTENT
FH
AS PER IPQWEAQ STD DRG RS-808
0
9.80
9.9
9.70
9.7
0
3
RP40197
10.90
10.70
10.80
10.60
10.30
10.50
10.40
10.20
10.10
PROPOSED TRENCH DRAIN TO PROPOSED GRAVEL
CAPTURE CARPARK RUNOFF - REFER PAVEMENT WORKS - REFER
10.20
TO HYDRAULICS FOR DETAILS DETAIL ON DRAWING C0300
.000
80
9.0.970
9 0
10.30
.6
19
9.00
9.50
0
9.4
0
9.3
0
PROPOSED FOOTPATH TO HAVE PEBBLECRETE
9.2
0
9.1
0
9.0
.90
FINISH AS PER COUNCIL REQUIREMENT. REFER
0
8.8
0
08
8.7
0
8.50
TO IPWEAQ DRG RS-065.
8.6
8.9
REFER STRUCTURAL 8.4
0
8.30
8.20
8.20
MASS CONCRETE
DRAWINGS FOR DETAILS BELOW FOOTING
0
ALL SETOUT (HORIZONTAL AND VERTICAL)
8.8
TO ENSURE NO WILL BE PROVIDED BY 3D DIGITAL FILE IN
LOADING ON THE PROJECT SURVEY COORDINATES.
EXISTING PROPERTY SERVICE AND FIRE PIPE
0
STORMWATER STUB - REFER TO
8.7
10.90
10.80
10.70 SERVICE TO BE REUSED. REFER HYDRAULICS DRGS FOR CONTINUATION 1.1
EXISTING FIRE HYDRANT TO BE HYDRAULIC CONSULTANT DRAWINGS. 1.3 THIS DRAWING IS BEST
VIEWED IN COLOUR AND
0
UPGRADED - REFER HYDRAULICS
8.6
10.60
10.50
10.40
10.30
10.10
10.20
10.00
9.90
9.80
CONSULTANT DRAWINGS.
FH
1.2 ON AN ELECTRONIC DEVICE
0
8.5
FH
9.70
9.60
9.50
9.409.30 PROJECT NORTH
0
9.20 8.4
9.10
0
9.0
FH
V
V
0
8.9 0
V
V
8.3
EP
0
8.8
40
EP
10.
0
8.7 8.60 8.10
8.50 8.20
8.10
PROPOSED STORMWATER QUALITY EX 1.4 DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2023\23169\05_DRAWINGS\DRG\C0310.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
TREATMENT DEVICE IN AN SIZES IN MILLIMETRES A3 REDUCED
UNDERGROUND CHAMBER TO SERVICE EX 1.5 SCALES UNREDUCED / REDUCED
THE PROPOSED BEER GARDEN.
CHANGE THIS FIELD WHEN --->
APPLYING TO A NEW ---> 5
0 2 4 6 8 10 m VIEWPORT (OBJECT) --->
1:200 / 1:400
JOINS DRG C0311 STATUS
PLAN
SCALE 200 FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
30/07/2025 5:14:09 PM
H 30.07.25 FOR COUNCIL SUBMISSION #2 KHN KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, ROADWORKS AND 23169
CONFIRM CURRENT G 22.07.25 CONTRACTOR RFI RESPONSE AMENDMENTS #2 AR KHN SG NR
7729 COMPANY PTY LTD TEWANTIN, QLD DRAINAGE LAYOUT SHEET 1 DRAWING No. REVISION
DRAWING REVISION F 15.07.25 CONTRACTOR RFI RESPONSE AMENDMENTS AR KHN SG
RPEQ
http://docs.bornhorstward.com.au/revision/ E 30.06.25 AMENDED AS PER ARCHITECTS UPDATE AR KHN SG ---- ---- C0310 H
D 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR DATE 04/07/2025 DATE 04/07/25
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