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Approved Plans OPW20-0108
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GP 1
EX1
ENV1
GP 1
GP 1
MH
MH
GP 2
GP 2
GP 2
GP 4
MH 3
MH 5
MH 5
STRUCTURE
NAME
INLE
IL 0.8
Ø375
T2
EXISTING
MANHOLE
PROPRIETARY MANHOLE
MANHOLE
PROPRIETARY MANHOLE
45° BEND
45° BEND
MANHOLE
INLET
INLET
INLET
INLET
INLET
DETENTION TANK
STRUCTURE
12
DESCRIPTION 1.3
5m
m
A
2
1.1
1
T LET
OU 375
Ø 12
.6
A IL 0
INLET 1 ACCESS COVER
Ø375
IL 0.762 Ø2250
Ø2470
OCEAN PROTECT 7 CARTRIDGE
STORMFILTER SYSTEM DN2250
PROPOSED BULK HEAD AT
MH5/1
PROPERTY BOUNDARY TO PREVENT NTS.
CONTRACTOR TO INSTALL ONE TRENCH SEEPAGE. EXTEND 300mm FOR NOTES AND DETAILS
WAY VALVE TO PREVENT EACH SIDE OF SWD PIPE REFER TO OCEAN PROTECT
BACKFLOW FROM TANK
0.10m
900 SQUARE CAST-IRON SOLID TOP
ACCESS COVER SUPPLIED LOOSE RL1.828
CONTRACTOR
TO SEAL AS
0.20m
REQUIRED
OVERFLOW WEIR
INLET 2
Ø375
INLET 1
Ø375 OUTLET 1
Ø375
1.12m
640
IL0.812
IL0.762
IL0.612
RL0.412
UNDER DRAIN
SECTION A-A
DATUM RL -13.0 -13.0 -13.0
PIPE SIZE (mm) ENGINEER'S CERTIFICATION
225 300 300 300 375 375 225 375 225 225 225 This drawing has been assigned an electronic code that
HDPE HDPE HDPE HDPE 4 4 4 4 4 4 4
PIPE CLASS signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
PIPE GRADE (%) 0.50% 0.50% 0.50% 0.50% 0.50% 0.40% 0.50% 0.50% 0.50% 0.50% 0.50% RPEQ No: 9330
200.00 200.00 200.00 200.00 200.00 250.00 200.00 200.00 200.00 200.00 200.00
PIPE SLOPE (1 in X) SIGNED:
0.721
0.541
0.871
0.871
1.232
1.232
0.712
0.924
0.974
0.920
0.860
0.860
0.860
0.860
0.526
0.556
0.556
0.857
0.857
0.907
1.065
1.215
0.715
1.015
1.215
DEPTH TO INVERT NOTE
· CONTRACTOR TO INSTALL OCEAN PROTECT
OCEAN GUARD WITHIN ALL CIVIL DRAINAGE PITS.
1.071
1.071
1.212
0.762
0.612
0.812
0.612
0.914
0.914
0.570
1.064
1.064
1.153
1.153
0.887
0.837
0.796
1.023
1.027
0.808
1.119
0.878
1.119
0.878
0.555
INVERT LEVEL REFER TO OCEAN PROTECT FOR DETAILS.
OF DRAIN
NOTE
1.771
1.811
1.931
1.802
1.710
1.840
1.660
1.738
1.828
1.739
1.828
1.739
1.715
1.935
DESIGN SURFACE · CONSTRUCTION TO NOTE PRESENCE OF GROUND
WATER TO 1.2m. TO ALLOW FOR DEWATERING OF
LEVEL ·
THE SITE TO ALL EXCAVATIONS AS NEEDED
CONTRACTOR TO ALLOW FOR DEWATERING AND
E 506836.941
E 506841.681
19.131 E 506839.801
E 506841.681
E 506839.801
N 7079960.202
9.717 E 506848.242
N 7079969.452
N 7079979.814
0.000 E 506849.804
11.017 E 506847.190
0.000 E 506787.903
11.674 E 506789.723
N 7079977.186
N 7079969.708
64.949 E 506836.088
N 7079964.306
70.784 E 506835.088
N 7079958.558
N 7079957.519
0.000 E 506849.756
N 7079970.618
N 7079957.519
N 7079979.807
N 7079970.217
N 7079970.618
N 7079965.655
88.038 E 506851.915
SHORING OFF ALL TRENCHES DEEPER THAN 1m.
SETOUT
COORDINATES 0 400 800 1200mm
NOOSA COUNCIL SCALE 1:20 @ A1
59.480
32.364
18.497
77.459
CHAINAGE 11.674 47.806 5.469 5.835 6.675 10.580 19.131 13.234 9.717 1.300 7.481
APPROVED PLAN 0 10 20 30m
LINE 1 2 3 OPW20/0108 13 OCT 2020 SCALE 1:500 @ A1
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR INFORMATION
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd STORMWATER DRAINAGE LONG
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE SECTION
C RFI RE-ISSUE 01/09/20 BVZ SS South Brisbane QLD 4101
B RFI RE-ISSUE 28/08/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
A RFI ISSUE 26/08/20 BVZ SS BVZ MAR 2020 AS SHOWN SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C4.06 C
Document Set ID: 21249393
Version: 1, Version Date: 29/09/2020 Print Date: 13 October 2020, 1:39 PM
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