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Attachment 2 - OPW Engineering Plans
Plans and drawings
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CP RP69150
SP159366
Emt A
SP155157
Timber Retaining Wall RL:2.35 (Top of Wall)
Scrub 14.464
90°00'10"
Sewer M/H
LL: 1.58
IL: -0.39
IL from
Garden UnityWater records.
Shed BM: Peg
RL: 1.67
Box
Timber & Iron
Garage
1.7
5
11
653m² (Deed)
655m² (Calc)
45.261
60
180°02'20"
1.
s
ep
St 5
60 RP69150
2.
45.263
0°02'20"
Timber
Deck
1.75
FFL: 2.66
Single Storey
Fibro House
69
1.
St
ps e
Palm
1.75
Palm
Palm
Palms
Palm Exotic
14.464
269°59'40"
Bottlebrush
Paperbark BM: Nail in Kerb
RL: 1.59
Rev. - 10.06.16
DEBUILD T/A
.A.
Title:
Revision
Project
Issue:
Checked:
Date: Aug 2018
Description
Noosaville
9 Ann Street
Drg No.
Drawn: CK
.RETAINING WALL REVISED.
OPERATIONAL WORKS:
ABN 40 098 481 899
28204-SW1
Date
Rev.
STORMWATER MANAGEMENT
.27.09.21
Design: TH
A
Noosa Heads
web:www.scg-engineers.com
email:[email protected]
Ph (07) 5455 5604
Unit 1/11 Project Ave,
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