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16-003302-3307(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
2/AB
IL100
375(2
.099
)
0.12m
MIN.
TER
OFWA
3/T 1050(2) H O U SE RO 00(2)
CLUB ECTIO
N3
CONN
IL98.278
IL98.675
1050(2)
0.20m
0.16m
MIN.
1/V - 600 x 900 'V' GRATE
IL99.315
SCALE (A1): 1:20
375(2)
SCALE (A3): 1:40
2/T - 1800 dia
1/T 1050(2)
IL98.655
SCALE (A1): 1:20
SCALE (A3): 1:40
R20 GALV. DOWEL (CENTRAL)
ACCESS LID AT 300 CRS. x 600 LONG.
0.15m
0.15m
TYPICAL FOR ALL FACES
0.20m
CONCRETE PAVEMENT SL99.175 CONCRETE PAVEMENT
2.00m
0.99m
PROVIDE 200mm THICK EDGE
THICKENING AROUND GPT WITH
ADDITIONAL 2 LAYERS OF SL82
OUT/V 450Ø 4/V 450Ø
MESH WITH 40mm BOTTOM COVER.
I.L.98.015 I.L.98.015
HUMES DESIGN BASIS
1. DESIGN SPECIFICATION AS 3600 CONCRETE STRUCTURES
2. DESIGN LOADS 0-2m FILL WITH M1600 VEHICLE LOAD TO
AS5100 BRIDGE DESIGN.
3. DESIGN FOR UP TO B2 EXPOSURE CLASSIFICATION TO
AS3600 CONCRETE STRUCTURES
GPT/V - HUMEGARD HG15/R
SCALE (A1): 1:20
SCALE (A3): 1:40
N.S.C. REF NO. MCU15/0111 & REC15/0031
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 21.12.16 ORIGINAL ISSUE HT BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT STORMWATER DRAINAGE
2 NOT FOR CONSTRUCTION STAGE 3
3 1:20 0.2 0 0.2 0.4 0.6 0.8 1 A1 STRUCTURE DETAILS
4 DESIGN APPROVED 1:40 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 3307 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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