Original source · versioned page text
Change to OPWks Plans 2018068 Rev G
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn LEGEND
107.0
IL109.51
10
G
.0
-
7
7.2
10
10
X
107.2 X
7.4
X X
107.6 107.8 X X
108.0 108.2 X X
108.4
X
108.6 X
108.8 X
109.0 109.2 109.
X X
107.0
4109.6109.8 110
X
.0110.2110.4 110 11
111.
11007X
111.
.6 0.8
111.
111.
111.8
107.0
7.6.8 107
F
0
2
F 109.8
4
6
-
11 12.2.0
U8
2
S.B. U7
2.4
11
U6
108.4
U5 X
X.0
1
FFL 108.45 U4 U3
PAD 108.15 FFL 108.90 U2 U1
FFL 109.45
110.8
PAD 108.60
X X
108.8
PAD 109.15 FFL 109.90
X 1 110X
PAD 109.60
11
X
107.4
2.4
07.61
11
108 109.4
070
110.6
71.6
2.2
. 2
106.8
7
.4
0.8
S.B.
7.8
112
107.2
X
.0
110.4
1.00 1.00
111
SWP
0
108.4
G
8.
10
72
.8
X STORMWATER RUN-OFF
C56013 U9
11
10
FFL 108.45 9. U17
1.6
2
108.6
X
PAD 108.15 FFL 109.30 F.S.L. 1:2 2:1
11
11
0.
PAD 109.00 TURF STRIPS (2.0m WIDE) OR
106.8
1.
2
110.0 GEOTEXTILE LINING TO INVERT
4
109.8
0
X
U10 CUT OFF DRAIN
.
109
111
U16 NOT TO SCALE
FFL 109.05
.2
6
.2
9.
108.2
PAD 108.75
0
10
X
FFL 108.60
111.0
11
PAD 108.30 0.30 1.00 1.00
U11 U15
110.
STORMWATER RUN-OFF
.0
FFL 109.05
X
9
10
PAD 109.75
X
8
108.8
1:2
1:2 2:1
108.8 F.S.L.
110
X
X
TURF STRIPS (2.0m WIDE) OR
10180.48.6
.6
U12
4
GEOTEXTILE LINING TO INVERT
107.0
109.
10
7.
110.
X
0 DIVERSION DRAIN/CUT OFF DRAIN
X
FFL 108.85
NOT TO SCALE
4
PAD 108.55
X
U13
110.2
X
108.0 X
RP BDY
X
110.0
IL108.92
107.6 X
X
107.4
U14
107.8
9.2
107.2
FFL 108.85
90
109
8.
10
10
PAD 108.55
IL
.8
109
0
X
9.
6
.6
X8.
4
10
8.
10
10 F
10
SECTION F
9.4
X
X
-
X108.8
SCALE 1:200
10
9.
.2
108
2
X
RP BDY
10
X
9.0
X
X
10
8.8
108
.6
108
G SECTION G
.4
- SCALE 1:200
108.2
10
8.
0
0 5.0 10 15 20 25m
108.0
107.8
.4
107
7.6
SCALE 1:500 A3
.2
10
107
G 01-11-19 Driveway Crossover widened & SW added JAG BG
Datum AHD Scale As Shown Status FOR APPROVAL F 18-10-19 Floor Levels Changed JAG BG
ABN: 13 609 593 339 Project Proposed Unit Development Drawing Title Preliminary Erosion & Sediment
E 13-10-19 Design Changed JAG BG
Date March 2019 Drawn JAG Checked BG PO Box 5028 Control Plan
D 06-09-19 Sediment Basin added JAG CAG
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved BG C 09-07-19 Changes to Retaining Wall JAG BG
Location 25 Kauri St, Cooroy
Client in accordance with the Terms of Agreement.
B 03-07-19 Changes as per Council RFI JAG BG QLD 4558
BEATRICE GIBBERD RPEQ 14557 A 15-05-19 Retaining wall and footpath adjusted JAG BG
No responsibility or liability will be assumed to any third Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description
Original Issue JAG
By Chkd
Email: [email protected] Client Calezac Pty Ltd Project No. 2018068 Dwg No. 21 of 25 Issue G
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.