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Appendix C - Amended Engineering Plans
Attached to the e-mail MCU17/0551 - Information Response - 20 Trading Post Rd Cooroy.
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Log in to see the plans as drawnDocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03
2/AB
IL100
375(2
.099
)
FITTED WITH ECOSOL LITTER BASKET
OR APPROVED EQUIVALENT.
0.12m
MIN.
ER
FWAT
E ROO (2)
3/T 1050(2) HOUS 300
CLUB ECTION
IL98.675 CO N N
0.20m
1050(2)
IL98.278
0.16m
MIN.
1/V - 600 x 900 'V' GRATE
SCALE (A1): 1:20
SCALE (A3): 1:40
375(2)
IL99.315
2/T - 1800 dia
SCALE (A1): 1:20
SCALE (A3): 1:40
IL98.655
1/T 1050(2)
R20 GALV. DOWEL (CENTRAL)
ACCESS LID AT 300 CRS. x 600 LONG.
TYPICAL FOR ALL FACES
0.15m
0.15m
0.20m
CONCRETE PAVEMENT SL99.175 CONCRETE PAVEMENT
2.00m
PROVIDE 200mm THICK EDGE
THICKENING AROUND GPT WITH
0.99m
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 PALM LAKE WORKS PTY LTD PALM LAKE RESORT STORMWATER DRAINAGE
B 23.02.17 ECOSOL NOTE ADDED TO STRUCUTRE 2/T. NY PA
FOR CONSTRUCTION
1 06.04.17 ISSUED FOR CONSTRUCTION BF BF 1:20 0.2 0 0.2 0.4 0.6 0.8 1 A1 STAGE 3 STRUCTURE DETAILS
DESIGN APPROVED 1:40 A3 19 TRADING POST ROAD - COOROY
ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
DISCLAIMER
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
16-003302 3307 1
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
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