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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 1, section 1. The text section number identifies this passage in the reader.
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00
5.00
LEGEND
4.
1.800 9. N12 BARS 500 LAP
9.00
00
>
00
EXISTING STORMWATER DRAINAGE CONCRETE PATH
7.0
5.00
(DESIGN BY BARLOW SHELLEY) 0.45 1.00 0.35
>
0
0
8.
4.0
00 N72 MESH 40 COVER
>
PROPOSED STORMWATER DRAINAGE
9.00
100
200
KERB AND CHANNEL
(DESIGN BY CALIBRE)
>
400
EXISTING STORMWATER DRAINAGE TO BE
>
GROUT FILLED
6 .0
N12 400 TIE BARS
>
0
EXISTING FOOTPATH 200 N12 LONGITUDINAL BAR
BATTER 1 IN 2
00
3
4.
>
EXISTING SEWER MAIN BIO-POD
4.
600mm FILTER MATERIAL
00
>
10.0
0
EXISTING WATER MAIN
M
100mm TRANSITION LAYER
W
9.00
M
4.0
W
0
PROPOSED DRAINAGE STRUCTURE NUMBER
9.0
0
00
200mm DRAINAGE LAYER
7.00
8.0
4.
0
REFER BARLOW SHELLEY FOR
5.00
CATCHMENTS AND FLOWS EXTENDED FOOTING DETAIL (SECTION A-A)
9.0
0
NOT TO SCALE
0
3.0 VARIES 1.50 VARIES
REFER BARLOW SHELLEY DESIGN
00
4.
APPROX
300mm
FOR CATCHMENT FLOWS
10
E
.0
0
6.00
4. EXISTING HEADWALL AND PIPE TO
00
4.0 BE REMOVED AND AREA REINSTATED
0
TO EXISTING TURFED BATTER
Q10 = 0.543 m³/sec SLOPE 1 IN 4 TURFED SWALE TURFED BATTER
0
BIO-POD
9.0
SLOPE 1 IN 4
26.0m²
4.00
9.00
8.00
0
4.0
7.0
0
4.0
9.0
0
3.00
0
4.
5.00
PIPE AND HEADWALL TO BE REMOVED 00
6.00
3.
0
AND REBUILT AT HIGHER LEVEL 0
Ø450 AT I.L 3.00. NEW Ø450 HEADWALL
4.
00
ON COMPLETION OF LINE 1 E
7.00
4.0
0
3.0
5.00
8.00
0
8.0
M
0
W
6.00
4
E
.0
>
0
>
0
9.0 E
9.00
9.0
0 0
5.0
8.0
7.00
0
6 9.00
>
3.00
EXISTING WATER AND ELECTRICAL
W
TO BE RAISED OVER NEW M
>
W
8.0 M
STORMWATER
8.0
2.0 0 E
ADJUST PATH ALIGNMENT
0
0
4.00
8.0
>
E
TO 1.8m BEHIND KERB BACK
0
2.
CONSTRUCT NEW GULLY PIT 1A/7 PROVIDE EXTENDED FOOTING 00
00
8.0
8.
>
TO EDGE OF PATH (REFER DETAIL)
0
0
OVER EXISTING LINE 7 E
1.8
8.0 8
>
0
8.00
BIO-POD
5.00
8.0
10.25m²
>
7.0
0
M
0
W
6.00
M
>
W
8.00
9
>
7.0
0
3.0
3.00
>
8.0
0
0
8.0
>
0
5.0
0
E
>
00
4.00
6.00
8.
WM
E
WM 8.00
5.0
7.00
0
>
6.00
WM
E
>
8.00
5.
4.00
00
8.0
0
>
3.00
>
8.00
5.00
>
FILE: 20-000713-620.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 B WP WP SP SP 17.12.21 SWALE SECTION ADDED NOT FOR CONSTRUCTION 0 5 10 15 20 25 30 35 40 STOCKWELL DEVELOPMENTS Telephone 07 5314 2520
Facsimile 07 5314 2522
STORMWATER NEW LINE 5 OUTLET
E
N
D APPROVED RPEQ 14593 SCALE 1:500 (A1) SCALE 1:1000 (A3) AMENDMENTS DETAIL PLAN
M
E
BY: Shaun Pilcher DISCLAIMER
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
PROJECT No. DRAWING No. REVISION
N
T
S
17-12-2021 C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
20-000713 620 B
SIGN: DATE: DO NOT SCALE.
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