Original source · versioned page text
Change to OPWks Plans 2018068 Rev G
Original PDF page 24, section 1. 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 SEWER RETICULATION NOTES WATER RETICULATION NOTES
MAINTENANCE HOLE / SHAFT NAME 1/1 2/1 3/1 4/1 5/1
MH B
MH B
MH B
MH B
MS B
MH / MS COVER TYPE
MH / MS TYPE
DS MH / MS DROP TYPE
LINE DEFLECTION & BRANCHES
PROPERTY CONNECTION TYPE
MH STUB 'B'
HCB IL105.98
MH STUB
CLEARANCE 0.49m
300 SW IL 106.15
EX 600 SW IL 103.91
CLEARANCE 0.37m
EX 150 WATER
EX TELSTRA
DATUM RL 90.000
PROPERTY DESCRIPTION ROAD RESERVE
PIPE SIZE (mm), CLASS 150 uPVC (SN8)
GRADE (1 IN X) 1 IN 100.00 1 IN 14.321 1 IN 100.00 1 IN 100.00
LENGTH 49.502m 29.392m 12.527m 24.538m
UNITYWATER AND CONTRACTOR LIVE SEWER WORK
EMBEDMENT TYPE TYPE 3
THE CONTRACTOR IS TO CONTACT UNITYWATER SCHEDULE & DESPATCH PRIOR TO COMMENCEMENT OF
(104.502)
(106.348)
(107.280)
(106.926)
(107.087)
CONSTRUCTION (CONTACT DETAILS TO BE ARRANGED AT PRE-START MEETING) TO ARRANGE FOR THIS
104.502
106.348
107.280
106.926
107.087
FINISHED (& EXISTING)
WORK TO BE CARRIED OUT. (EXCAVATION, SAFE SHORING AND ASSOCIATED WORK BY CONTRACTOR). SURFACE LEVEL
No. DESCRIPTION (AS SHOWN ON SEQ-SEW-1100-1 & 1100-2) Dia Sewer MH NO. MH/MS COVER LOT NO. F.S.L. E.S.L I.L. DEPTH
1.563
1.543
2.894
2.874
1.754
1.734
1.254
1.234
1.150
DEPTH OF INVERT BELOW FSL
TYPE TYPE TO INVERT
1 Contractor to construct a MH over exisitng Sewer Line
102.939
102.959
103.454
103.474
105.526
105.546
105.672
105.692
105.937
150 1/1 MH B 104.502 104.502 102.94 1.563
INVERT LEVEL
2 5.00m from stub end cap, contractor to lay new Line 1 and install new HCB for Development. After 150 5/1 MH B 107.106 107.106 106.106 1.000
cleansing, testing and inspecting, notify agency. 150 HCB 107.106 107.106 106.126 1.000
115.959
3 Unity Water (UW) to install 5.0m line between MH and Line 1. Make live connection after
49.502
78.894
91.421
CHAINAGE
0.000
successful "on maintenance" inspection.
LINE 1
Datum AHD Scale As Shown Status FOR APPROVAL
ABN: 13 609 593 339 Project Proposed Unit Development Drawing Title Sewer & Water Reticulation Notes
Date March 2019 Drawn JAG Checked BG D 18-10-19 Floor Levels Changed JAG BG PO Box 5028 and Details Plan
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved BG
C 13-10-19 Design Changed JAG BG
Location 25 Kauri St, Cooroy
Client in accordance with the Terms of Agreement.
B 04-07-19 Sewer alignment amended JAG BG
QLD 4558
BEATRICE GIBBERD RPEQ 14557 A 15-05-19 Retaining wall and footpath adjusted JAG BG
No responsibility or liability will be assumed to any third Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Original Issue
Issue Date Description
JAG
By Chkd
Email: [email protected] Client Calezac Pty Ltd Project No. 2018068 Dwg No. 30 of 25 Issue D
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
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.