Original source · versioned page text
Attachment C - Amended Engineering Plans
Very large file: it may take a few minutes
The original of this document is very large (17.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 16, section 3. 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>
5.0
> > > >
//
//
RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM E/UG RM E/UG RM E/UG RM E/UG RM E/UG RM E/UG RM
// // // // // // // // // // // // // // // // // // // // // //
E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG
E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG
E/UG
57
-2.5%
98
E/UG
75
-2.5%
57
09
85
00
54
-2.5%
00
01
FH W
4.5
W
4.3
4.9
W100 W W100 W100 W100 W100 W100W W100 W100 W W
5.0
W100 W100 W W100 W100 W100 W100 W W100
5.5
5.6
W W W W W W W W W W W W W W W W W W W
6.0
W W W W W W W W W W W W W W W W W W W
6.4
T
4.1
T
4.3
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
97
T T T T T T
63
4.9
4.9
E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH
E/UG
E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH
E/UG
E/OH E/OH E/OH
40
20
60
75
0
D
E/UG
E/UG
DOONELLA STREET
D
E/UG
E/UG
CONTRACTOR TO CONFIRM THE TRENCH GRATE
EXISTING STORMWATER PIT INVERT
TRAFFICABLE CLASS D
LEVEL PRIOR TO COMMENCEMENT
D
OF CONSTRUCTION TO DISCHARGE TO
E/UG
SWALE
D
450 x 450 GRATED INLET PIT
600 x 600 GRATED INLET PIT 450 x 450 GRATED INLET PIT 450 x 450 GRATED INLET PIT
E 2011.694
E 2025.551 E 2036.082 E 2059.032
N 2008.399
N 2005.020 N 2005.065 N 2004.907
SL 5.45
SL 5.14 SL 4.85 SL 4.05
150Ø uPVC (SN8)
225Ø uPVC (SN8) 150Ø uPVC (SN8) 150Ø uPVC (SN8)
14.240m [email protected]%
3.591m [email protected]% 10.513m [email protected]% 3.354m [email protected]%
USIL 4.65
USIL 4.40 USIL 4.50 USIL 3.43
DSIL 4.50
DSIL 4.37 DSIL 4.40 DSIL 3.35
0 2 4 6 8 10 Meters
PLAN
SCALE 1:100 (A1), 1:200 (A3)
SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 STORMWATER DRAINAGE SETOUT PLAN
FOR APPROVAL Date: DEC 2017 26 Memorial Avenue, Cotton Tree PROPOSED COMMERCIAL DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 30-32 DOONELLA STREET, TEWANTIN QLD DRAWING No:
A6035/21/D03 B 3 of 3
STEPHEN ROBERTS
Email: [email protected]
B
A
25/05/2021
06/05/2021
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
S.T.
S.T.
S.R.
S.R.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for DONNELLA STREET PTY LTD
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6035 - D03 STORMWATER SETOUT PLAN.dwg - DATE : 25/5/21 - 12:22pm - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR Council Ref: ...................
[OCR of page images]
un 18
Pa
Pat
COMMERCIAL
l Par |
COMMERCIAL
cL
AS28901
user Class 4
Pwo
UNIT 35
P2 AS28001
user Class 14,
RL57
AS26901 PI
user Class 1A UNIT 13,
Ps
= »
Vv
SS. SS
esau
AS28901
user Class 3
AS28901
user Class 3
|
S
“a,
IRL 5.70]
UNISEX PWD
JAMENITIES
COMMERCIAL
DOONELLA STREET
CONTRACTOR TO CONFIRM THE
TRENCH GRATE |
EXISTING STORMWATER PIT INVERT
'
1 TRAFFICABLE CLASS D
i LEVEL PRIOR TO COMMENCEMENT
' OF CONSTRUCTION TO DISCHARGE TO
SWALE
'
450 x 450 GRATED INLET PIT
, E 2011.694 600 x 600 GRATED INLET PIT 450 x 450 GRATED INLET PIT 750x450 GRATED INLET PIT
N 2008.399 E 2025.551 E 2036.082 E 2059.032
SL5.45 N 2005.020 wen, 086 N 2004.907
1500 uPVC (SN8) SL 5.14 : SL 4.05
44.240m [email protected]% 2250 uPVC (SN8) 150 uPVC (SN8) 1500 uPVC (SN8)
USIL 4.65 3.591m [email protected]% 10.513m [email protected]% 3.354m [email protected]%
DSIL 4.50 USIL 4.40 USIL 4.50 USIL 3.43
DSIL 4.37 DSIL 4.40 DSIL 3.35
PLAN 0 2 4 6 8 10 Meters
SCALE 1:100 (A1), 1:200 (A3)
SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUGFION PURPOSES. Design: sWwT ALTA PROJECTS PROJECT: STORMWATER DRAINAGE SETOUT PLAN
Drawn: SWT
FORAPPROVAL] sn Sen Al Tra asnctiassco | | PROPOSED COMMERCIAL DEVELOPMENT
PO Box 559, Cotton Tree, QLD, 4558 Revision eet
r Tel (07) 5475 4125 Fax (07) 5479 1607 at 30-32 DOONELLA STREET, TEWANTIN QLD DRAWING No: 6935/21/D03 B | 3 of 3
pChecked: Email: [email protected] = ; - 5
ENGINEERING : DESIGN : MANAGEMENT ig! @: © This plan is Copyrigl er than for the purposes of and subject to the condit prescribed under the
[ge] scare & |e Sama Web: hipaa ret au for DONNELLA STREET PTY LTD Ca ro ae carvan eng ear ee, P
rev | Date DESCRIPTION sy | cio ATSHEET SIZE LEME: hse DOUSTORINATERSETOUT Many DME, ETT apn Hera Kone Komey eyperensh owas [Counc REE «HGR RRS of UM Pols A Stet) property zesty in AUT Pj A emus ta
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
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.