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Attachment I - Updated Engineering Report & SWMP
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>
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: ...................
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EXISTING STORMWATER PIT INVERT
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1 TRAFFICABLE CLASS D
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' OF CONSTRUCTION TO DISCHARGE TO
SWALE
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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
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