Original source · versioned page text
Revised 8256 Eumundi Noosa Road TENDER ISSUE electronically signed 2024-04-11
Relevant Design
Design Element Reference Adopted Additional Explanation
Guideline
Project Scope / Understanding
Operational works to Minimal works to achieve Council approval and meet client expectations
1 suit proposed
boundary realignment
Earthworks
Finished surface Earthworks as necessary to achieve minimum falls of 1 in 200 in each direction falling to NE Corner
levels
Uncontrolled fill To be treated as per recommendation from geotechnical Engineers (refer report from Protest
Engineering)
3
Imported fill Material properties to comply with recommendations from geotechnical Engineers (refer report from
Protest Engineering)
Retaining walls Blockwork walls to required heights to suit earthworks falls and stormwater drainage requirements.
Footings designed so as not to place additional loads on existing walls in adjacent properties.
Drainage
Overland Flow Allotment falling to rear at 1 in 200 fall to NE cnr and raised wall at rear to contain 1% AEP flows and
direct flows to underground drainage system with collection pit in NE corner and bypass directed down
driveway of proposed lot 2
4
Underground drainage 225 diameter piped drainage system connecting to existing 225 pipe which runs to pit on E-N rd east of The drainage system has been designed to direct less flow to the rear than has been proposed with any
system property boundary, combined with 2 lots of 2 no. 125x75 SHS's running to E-N rd via kerb adaptors. previously approved scenarios or the existing situation. Further explanation included in minor works
application.
B
Sewerage
Property Connection Gravity Sewerage Code Sec 6.3.3 The existing sewer connection in the NE cnr is > 600mm and < 1500mm deep, and the earthworks has We have assumed that there is an existing inspection tee is just inside the proposed property boundary
of Australia - SEQ been designed to ensure that this minimum depth is achieved. Therefore this existing connection is where the survey shows a change in pipe direction as shown on the approved plans from B&W.
Edition Version 2 (Jul7 Manhole Connections: Std Dwg: considered suitable to serve this development. Anything upstream of this connection will be sewer house drain and will need to be certified by a
5
2019) SEQ-SEW-1303-1 D and plumber.
SEQ-SEW-1104-1 The existing connection in the NW cnr is proposed to be capped.
Location of Property Adopt approved layout. The new property boundary is less than 1.5m from the existing sewer. We have assumed that this has
Boundary been approved by Unity Water as per the Connection approval dated 27/07/2022
Water
Property Connection There is three (3) existing water meters at the front of proposed lot 1. Two of these are proposed to be The existing connections will need to be designed by a hydraulics engineer to suit whatever future
6 removed and capped. It is understood that one of the connections near the eastern boundary of development is proposed. Accordingly there is no point in undertaking any work at this stage.
B
proposed lot 1 is a 40mm diameter service. It is proposed that this service/meter be maintained to
service Lot 1. Note that Lot 2 has its own service on the eastern property boundary which is to remain untouched.
Electrical & Comms B
N/A Design being looked at by Cavill & Associates This includes the existing Telstra services crossing the lot which may or may not be present.
7
Typical Services in Verge
Avoidance of clashes Re-use of existing stormwater outlet, plus new kerb adaptors at minimum cover under footpath to pass
with existing services over existing services
8
Structural
9
Miscellaneous
10
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
BASIS OF DESIGN CERTIFICATION
commissioned and in accordance Drawn Drawing Approved Date 11/04/2024
B MINOR AMENDMENTS MADE TO TABLE PM PM 11/04/24 with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 NOT TO SCALE 8256-013 B
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
The download may take up to a minute.