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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 4, section 1. The text section number identifies this passage in the reader.
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 1.800 N12 BARS 500 LAP
CONCRETE PATH
0.45 1.00 0.35
N72 MESH 40 COVER
100
200
KERB AND CHANNEL
400
N12 400 TIE BARS
BATTER 1 IN 2 200 N12 LONGITUDINAL BAR
BIO-POD
600mm FILTER MATERIAL
100mm TRANSITION LAYER
200mm DRAINAGE LAYER
EXTENDED FOOTING DETAIL
SETOUT COORDS NOT TO SCALE
BIO-PODS
LEGEND
4.00 1 504855.09 7077996.67 3.70 EXISTING STORMWATER DRAINAGE
2 504852.38 7077995.40 3.70 (DESIGN BY BARLOW SHELLEY)
3 504850.66 7077999.13 3.70
4 504851.49 7078001.46 3.70 PROPOSED STORMWATER DRAINAGE
16 5 504852.57 7078001.98 3.70 (DESIGN BY CALIBRE)
CP 6 504851.21 7078003.43 4.00
15 CP
7 504849.97 7078002.84 4.00 EXISTING STORMWATER DRAINAGE TO BE
BIO-POD 26.0m² 8 504848.61 7077999.03 4.00 GROUT FILLED
RL 3.700 9 504851.05 7077993.75 4.00
4.0
10 504852.50 7077990.62 4.73 EXISTING FOOTPATH
0
11 504876.66 7078011.74 3.70
12 504874.74 7078010.84 3.70 EXISTING SEWER MAIN
BUND AROUND BIO 13 504871.73 7078016.99 3.70
RL 4.00 MIN 14 504873.63 7078017.87 3.70 EXISTING WATER MAIN
14 Ø100 SUBSOILS 15 504869.07 7078022.13 3.70
13 16 504870.78 7078023.14 3.70 PROPOSED DRAINAGE STRUCTURE NUMBER
0 17 504919.65 7077939.99 4.25
0.5
18 504920.18 7077940.88 4.25 REFER BARLOW SHELLEY FOR
19 504911.50 7077945.75 4.25
0
20 504912.15 7077946.55 4.25
4.0
0
0 1.0
0.5
0
4.0
900 X 900 PIT
GRATE 3.900
I.L 2.700
11
4.
00
12
EXISTING Ø375 PIPE
(LOT 5 PROPERTY
CONNECTION)
ADJUST PATH ALIGNMENT
TO 1.8m BEHIND KERB BACK
20
PROVIDE EXTENDED FOOTING
0
19 TO EDGE OF PATH (REFER DETAIL)
4.0
6
7
0
1.8
CP NEW LIP IN LINE GULLY PIT BIO-POD 10.25m²
5
OVER EXISTING Ø375 PIPE
4 0.75 1.0m CHUTE RL 4.250
Ø100 SUBSOIL
CP
Ø100 SUBSOILS
0
0.5
8
3
1.50
0
900 X 900 PIT
1.0
0 18
0.75 GRATE 3.900
1 I.L 2.700 17
4.
00
2
STREET LIGHT
9
M
W
10
FILE: 20-000713-623.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE lINE 5 STORMWATER AMENDMENTS, 1856 Design, X-20-000713-Combined Contours 1-100
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 16.12.21
FOR APPROVAL Level 3, 16 Innovation Parkway NOOSA CIVIC STORMWATER AMENDMENTS
A 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 NEW LINE 5 OUTLET
E
N
D APPROVED RPEQ 14593 SCALE 1:500 (A1) SCALE 1:1000 (A3) AMENDMENTS AMENDED BIOPOD DETAILS
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 623 -
SIGN: DATE: DO NOT SCALE.
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