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BR190571 - Civil Set
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GP 1
ENV1
GP 1
GP 1
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GP 4
MH 3
GP
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MH 5
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STRUCTURE
NAME
MANHOLE
MANHOLE
MANHOLE
INLET
INLET
INLET
INLET
INLET
INLET
INLET
TANK
STRUCTURE
DESCRIPTION REFER
TO C4.01 FOR DETAIL
PROPOSED BULK HEAD AT
PROPERTY BOUNDARY TO PREVENT
CONTRACOR TO INSTALL ONE TRENCH SEEPAGE. EXTEND 300mm
WAY VALVE TO PREVENT EACH SIDE OF SWD PIPE
BACKFLOW FROM TANK
DATUM RL -13.0 -13.0 -13.0 -13.0
ENGINEER'S CERTIFICATION
PIPE SIZE (mm) 300 375 375 375 375 375 300 375 300 300 300 This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
PIPE CLASS 4 4 4 4 4 4 4 4 4 4 4 NAME: SHANE SUFFOLK
PIPE GRADE (%) 0.50% 0.40% 0.40% 0.40% 0.40% 0.40% 0.50% 0.40% 0.50% 0.50% 0.50% RPEQ No: 9330
PIPE SLOPE (1 in X) 200.00 250.00 250.00 250.00 249.99 250.00 200.00 250.00 200.00 200.00 200.00
SIGNED:
1.031
0.632
1.232
1.232
0.652
0.652
1.232
0.990
0.990
0.900
0.900
0.900
1.000
0.653
0.686
0.949
0.949
1.003
1.053
1.123
1.209
1.209
0.767
0.507
1.325
1.325
DEPTH TO INVERT NOTE
· CONTRACTOR TO INSTALL OCEAN PROTECT
OCEAN GUARD WITHIN ALL CIVIL DRAINAGE PITS.
0.821
0.821
1.012
0.612
0.612
0.912
0.802
1.104
0.570
0.570
1.086
0.790
0.570
0.799
0.749
0.699
1.188
0.838
0.838
0.838
0.899
1.045
0.725
0.725
0.475
0.475
INVERT LEVEL REFER TO OCEAN PROTECT FOR DETAILS.
OF DRAIN
NOTE
1.821
1.821
1.802
1.802
1.802
1.736
1.770
1.716
1.840
1.800
1.698
1.738
1.678
1.738
1.405
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 506849.881
N 7079958.211
SHORING OFF ALL TRENCHES DEEPER THAN 1m.
N 7079960.202
N 7079960.202
0.000 E 506840.104
N 7079979.334
0.000 E 506837.624
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 506835.057
N 7079989.747
N 7079947.138
38.273 E 506869.707
N 7079953.793
N 7079965.655
88.038 E 506851.915
19.362 E 506851.915
SETOUT
COORDINATES 0 400 800 1200mm
SCALE 1:20 @ A1
20.462
59.480
0.000
77.459
32.419
14.755
CHAINAGE 11.674 47.806 5.469 5.835 6.675 10.580 20.462 11.957 14.755 19.362 18.911 0 10 20 30m
SCALE 1:500 @ A1
LINE 1 2 3 EX
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
South Brisbane QLD 4101
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 A
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