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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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2.8
2.4
END 72.302
2.3 CONTROL LINE MC02 SITE BYPASS REFER BELOW FOR CONTINUATION
2 .0
REFER DRG 226 Q2 = 0 L/s
CH60.00
TREES MAY BE REQUIRED TO BE REMOVED.
CH20.00
CH40.00
LEGEND Q100 = 23 L/s
CH60.00
CH40.00
APPROVAL TO BE SOUGHT FROM COUNCIL
2.7
2.6
2.0
2.7 ARBORIST PRIOR TO CONSTRUCTION.
2.0 EXISTING CONTOURS
0
0 .0
2.8
4.0 EARTHWORKS CONTOURS EXISTING GULLY PIT TO BE
2.2
2.6
CH
RECONSTRUCTED. 2.4 2.3
PROPOSED DRIVEWAY EDGE D D D D D
D
2.5
PROPOSED BARRIER KERB AND CHANNEL ExS ExS ExS ExS ExS ExS 2.4
2.90 2.80
PROPOSED STORMWATER PIPE
0
PROPOSED ROOFWATER CONNECTION 2.9
3.0 T.
EM
GREEN AREAS REFER TO
0m
HATCH DRIVEWAY PAVEMENT OVERLAND
LANDSCAPE ARCHITECTURE
FLOW ROUTE
2.5
DRAWINGS
3.40m
EXTENT OF PROPOSED WORKS
EMT.
3.00
(OFFSET FOR CLARITY)
2.6
2.7 GREEN AREAS REFER TO
LANDSCAPE ARCHITECTURE SCOUR PROTECTION AT SITE BOUNDARY AND
PROPOSED EASEMENT DRAWINGS ENSURE FLOWS ARE DIRECTED AWAY FROM
3.10 ADJACENT PROPERTY. 100mm GAP UNDER FENCE
6 3.40
7 DRIVEWAY CROSSOVERS 3.1
3.30
3.20
PROPOSED SEWER REQUIRED TO ALLOW FREE DRAINING OF FLOWS.
2.8
REFER IPWEA STD DRG RS-049 & RS-050
2.9
PROPOSED WATER 3.50m SITE BYPASS
3.00m 3.20 EMT.
3.30 3.20
PROPOSED ROAD CENTERLINE EMT. 3.40 Q2 = 0 L/s
2.8
Q20 = 194 L/s
PROPOSED CONCRETE SLEEPER 3.0
Q100 = 257 L/s
RETAINING WALL
2.9
CONTROL LINE MS01
3.0
3.30 Q100 = 257 L/s,
PROPOSED BLOCKWORK 3.1 REFER DRG 225
Q100 VELOCITY
3.20
RETAINING WALL
3.20
3.40
3.3
= 0.81 m/s
ELECTRICAL MAIN AND PILLARS
2.9
(SCHEMATIC AND INDICATIVE ONLY.
3 0
3.4.3
0
3.3
REFER TO ELECTRICAL DRAWINGS FOR
3.30
3.2
3.20
CONNECTIONS AND ALIGNMENTS)
3.40
3.4
3.50
3.5
3.00m
EMT.
5
NOTE:
NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN PASSING BAY
3.60
ON THE JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE
CH60.00
BUTLER STREET
3.1
SUPERINTENDENT OR THE PRINCIPAL FOR THIS INFORMATION WHICH HAS 3.70 3.0
BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION
ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY
UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR
MAKING GOOD ANY DAMAGE THERETO.
GREEN AREAS REFER TO
3.00m LANDSCAPE ARCHITECTURE
3.8
0 END 54.104
3.5
EMT. 3.9 DRAWINGS
3.2
3.6
3.6
0
3.3
3.7 3.4
4
3.00m
3.00m
3.00m
EMT.
EMT.
EMT.
3.7
3.8
0
3.9
2.8
4.20 3.90
CH40.00
3.6
3.7
4.30 4.00
3.5
4.10 1.8
4.0
2.12.2
4.40 4.30 CONTROL LINE MC01
4.20
REFER DRG 225
1.9
PASSING BAY 4.0
3.9 EXISTING HEADWALL
4.40 4.30 4.1 OUTLET.
1.8
4.2 4.50
1 2 3
4.3
4.40
4.50 CONSTRUCT NEW 2.4m
GREEN AREAS REFER TO LINTEL SAG GULLY 3.1
3.6
4.3
LANDSCAPE ARCHITECTURE OVER EXISTING.
4.60
4.50
DRAWINGS CH20.00
2.6
2.0
4.60
4.60
4.4
0
0.0
2.6
DRIVEWAY CROSSOVERS
4.1
3.2
CH
4.70 4.70 4.70 2.4
3.8
REFER IPWEA STD DRG RS-049 & RS-050 D
4.2 D
4.80 4.3 3.4
ExS 2.4 3.9
4.6
4.90 4.4
0
4.9
4.5
4.6
4.5 4.8
4.5
3.7
3.3
3.36m 4.6
CH0.00
DRIVEWAY CROSSOVERS 4.0 REFER ABOVE FOR CONTINUATION
4.7
3.12m REFER IPWEA STD DRG RS-049 & RS-050
NOT FOR CONSTRUCTION 4.7
GYMPIE STREET 4.1
4.1
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN ROADWORKS AND DRAINAGE LAYOUT PLAN
N
---- ---- ---- ---- ---- 31423 23.02.26
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
5 0 5 10 SUNSHINE COAST | BRISBANE
B 23.02.26 REISSUED FOR OPW APPROVAL CS EW SCALE (metres) www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
1 : 250 (FULL SIZE) Project Number Drawing Number Revision
A 11.11.25 ISSUED FOR OPW APPROVAL AY EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0198-25-001 C200 B
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