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Stormwater Amendment Plans Attachment 2_20-000713-620-623 & 628
Attached to the e-mail Minor Change Application OPW20/0145 - Cover letter - Stormwater Plans - Line 5 Tech Memo - Owner's Consent - DA Form 5.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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00
5.00
LEGEND
4.
9.
9.00
0
>
00
0
EXISTING STORMWATER DRAINAGE
7.0
5.00
(DESIGN BY BARLOW SHELLEY)
>
0
0
8.
4.0
00
>
PROPOSED STORMWATER DRAINAGE
9.00
(DESIGN BY CALIBRE)
>
EXISTING STORMWATER DRAINAGE TO BE
>
GROUT FILLED
6.0
>
0
00 EXISTING FOOTPATH
3
4.
>
EXISTING SEWER MAIN
4.
00
>
10.0
0
EXISTING WATER MAIN
M
W
9.00
M
4.0
W
0
PROPOSED DRAINAGE STRUCTURE NUMBER
9.0
0
00
7.00
8.0
4.
0
REFER BARLOW SHELLEY FOR
5.00
CATCHMENTS AND FLOWS
9 .0
0
0 1/1
3.0 2.1397ha (Existing Conditions)
REFER BARLOW SHELLEY DESIGN
00
1/27
4.
FOR CATCHMENT FLOWS
10
E 0.0627ha
.0
Tc 20 mins
0
6.00
C 0.70 Tc 5 mins
1/2
4. EXISTING HEADWALL AND PIPE TO 10% IMPERVIOUS C 0.86
00 0.1511ha 2/27
4.0 BE REMOVED AND AREA REINSTATED 80% IMPERVIOUS 0.0688ha
0
Tc 5 mins TO EXISTING
C 0.86 Tc 5 mins
0
BIO-POD Q10 = 0.543 m³/sec
9.0
26.0m² C 0.86
4.00
9.00
80% IMPERVIOUS
8.00
0
4.0
.79 1/27C
7.0
0
H2
4.0
IDT 0.0761ha
9.0
0
3.00 WW
FLO
0
4.
5.00
PIPE AND HEADWALL TO BE PULLED OUT 00
Tc 5 mins
6.00
3.
00
AND REBUILT AT HIGHER LEVEL 1/F C 0.86
4.
0.2372ha 80% IMPERVIOUS 3/27
00
E
Tc 10 mins 0.0461ha
7.00
4.0
C 0.86 Tc 5 mins
0
80% IMPERVIOUS C 0.86
3.0
5.00
8.00
0
8.0
80% IMPERVIOUS
M
0
W
6
2.0
6.00
H
DT
WI
4
E
1/7
.0
> W
FLO
0
E
9.00
> 9.0
0.2312ha 1/24 0
9.0
0 0.1205ha 0
5.0
8.0
Q10 FLOW WIDTH Tc 10 mins
7.00
4/27
0
4 C 0.86 6 Tc 5 mins
1.9 0.0606ha 9.00
>
H 80% IMPERVIOUS 1/10 C 0.86
3.00
IDT
WW 0.2474ha 80% IMPERVIOUS W
M
FLO Tc 5 mins
>
W
8.0 M
8.0
2.0 1/4 Tc 10 mins
0 E
C 0.86
0
0
.58
4.00
0.1120ha
8.0
>
C 0.86 80% IMPERVIOUS
H2
E
0
2.
80% IMPERVIOUS 00
DT
00
8.0
Tc 5 mins CHANGE PATH ALIGNMENT 8.
>
WI
0
FLOW WID
C 0.86 E
1A/7 1/15
8
OW
TO 1.8m BEHIND KERB BACK
80% IMPERVIOUS
8.0
0.1128ha
FL
>
0.1311ha
0
BIO-POD
8.00
10.25m²
5.00
Tc 5 mins
8.0
Tc 5 mins REFER BARLOW SHELLEY DESIGN FOR
>
TH 0.95
7.0
0
C 0.86
M
0 C 0.86 LOTS 8 AND 9 CATCHMENTS
W
6.00
M
80% IMPERVIOUS 80% IMPERVIOUS
>
W
8.00
FLO 9
>
7.0
WW
IDT
0
1/8 H1
3.0
.79
3.00
>
8.0
0
0.0548ha
0
8.0
>
0
5.0
Tc 5 mins
1.57
0
C 0.86 E
3/11
IDTH
>
80% IMPERVIOUS 0.1056ha
1.36
00
4.00
6.00
WW
8.
WM
Tc 5 mins
FLOW WIDTH
E
1/9
FLO
WM C0
8.0 0.86
5.0
0.1122ha 80% IMPERVIOUS
7.00
0
>
6.00
2/8 Tc 5 mins WM
E
C 0.86 2/11
>
0.0656ha
8.00
0.0334ha
5.
80% IMPERVIOUS
4.00
00
8.0
REFER BARLOW SHELLEY DESIGN FOR Tc 5 mins 0
>
LOTS 14 AND 15 CATCHMENTS Tc 5 mins
C 0.86
C 0.86
3.00
80% IMPERVIOUS REFER BARLOW SHELLEY DESIGN FOR
>
80% IMPERVIOUS
8.00
LOT 16 CATCHMENT
5.00
>
FILE: 20-000713-628.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE lINE 5 STORMWATER AMENDMENTS, 1856 Design, X-20-000713-Combined Contours
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE WP WP SP SP 29.11.21
FOR APPROVAL Level 3, 16 Innovation Parkway NOOSA CIVIC STORMWATER AMENDMENTS
A WP WP SP SP 08.12.21 GULLY ON LINE 10 DELETED. FLOW WIDTH ADJUSTED Birtinya QLD Australia 4575
A
M NOT FOR CONSTRUCTION 0 5 10 15 20 25 30 35 40 STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
STORMWATER STORMWATER CHECK LINE 5
E
N
D APPROVED RPEQ 14593 SCALE 1:500 (A1) SCALE 1:1000 (A3) AMENDMENTS CATCHMENT PLAN
M
E
BY: Shaun See the original
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