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Attachment D - SCG Turning details
1.6
6 1.6
GYMPIE TERRACE
line marking 5 1.5
9 1.5
1.6 4
1.6 7
4 1.6
ele 3 1.6
2 1.5
ctr ca
rp
1.5
8 0
icit 1.5
ark ca ca
1.4
9
yp 1.5
8 1.5
6 1.5
rpark
1.5
rpa
rk ca
ole 1.6
4 6 5 1.4 1.4
8 1.4
rpa
rk
bu
s
7 1.5 9
4 2 1.3
7
1.6 1.6 1.4
5 5 4 1.4
tre
tre
e co
1.5
6 1.5 1
1.5
1.4
7
e tel
str
a
dri nc.
ve
1.6
8 6 3
te
el
#P ectri
pit wa 75 city
1.7 y co pit lstra 93 p
1 1.6 co dri nc. 94 ole
7 1.6 dri nc. ve
5 1.6 ve wa
concrete path 5 wa 1.5 y
1.6 y 1.5 1.5
1.7 2 9 7 6
2 1.7 WM
0 1.5
4
boundary line EP
1. 8 1.6 L
3 1.7 9
5 1.6 fenceline 1.6
7 2 1.6
5
1.6
6 1.6 1.5
5
1.6 9
8
1.6
6
1.6 1.6
SP
1
0 9
1.7
4
1.7
5
9
33
4 89
1.6
9
1.6
8
1.6 1.7 1.7
3 1.7 5
8 5
RESIDENTIAL
DEVELOPMENT
1.6
9
1.7
1.6 5
5 1.6 1.8
1. 7 8 1 1.7
7 0
fen
h
ce
hig
e lin
m
cl
pa ump
2.8
d6 lms
00
to
1.8
.8
0
ll 1
wa
1.6 1.6
1.6
ck
3 9
1.6 6 SM
blo
7 S H
1.7
1.6 8 IL L 1.8
7 -1. 7
1.7 09
1.6 5
8
cl
tre ump
d1 es 2.0
20 0
0
1.5
1.6 1.4 1.5 6
6 8 0 fenceline
2.0 1.8 1.9
1.5 m 0 2 8
block wall 2.8m high 8 d8 ango
00
0 ap
xS
MH
po
sit
io np
lot
ted
fro
m
. . .
A. AUSDRAIN CELLS MOVED. 17.04.2019.
Revision Description Date
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: CIVIL WORKS:
STORMWATER MANAGEMENT
Project 217-219 GYMPIE TCE
NOOSAVILLE
Date: Mar 2019 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
28292 -SW1.1 A.
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