2576 - SBSMP-01 (Feb 2026)

 

 

Cod File: G:\41\.17021\ Document _Trancfer\ Incoming\ 45—113\ CMA ACAD 45113-C28C_Services.dvg]29)

Lot 2

Lot 1

   

 
  

RECCM

 

AMEND OND BY.
DEG FOR APP.

  
  

 
 
  
    
  

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LAPP AOVED

ZY.

7

Ly SAE COUNCI

 

SGUMSTANCES MAY
OE NEPARTED FROM

    
   
 

POVAL of the MANAGER LAN

2077

L

iT OPERATIONAL WORKS tio Zs PL.

THE PLAN
Wit
D DEVELCPMENT

 

Existing Fire Hydrant to
be modified to suit FLS

 

 

Existing Overhead

Lot 6

‘250 Woter Meter

  
    

   
 
 
 

Transformer Location

Existing 150¢ water main/100¢ sewer rising
main to Noosa Shire Council infrostructure

 

 

NEW SERVICES
FH Sv Water Main #150, Fire Hydrant ond Stuce
+4 icive ITEM] DESCRIPTION |
= Underground Electricity/Telstra mains/cable 41° BEND
Road crossing conduit
227 BEND
45° BEND

  
 
 

Sv

1.

2.

   

3.

>

Ie
“

12.
13.

14,

EXISTING SERVICES

—~m

—bg——— w —_9— Existing water main #150

ei 150x150:
=— Existing 100mm rising main m150x150 TEE

 

m

 

Connection to existing #150 Woter
Moin and 6150 Stuce Valve

© Q©©@©®8

 

 

 

 

:—__— Existing electricity supply

WATER RETICULATION:

Alt works shall be constructed, flushed and tested in accordance with current Noosa Shire Council Standard
Drawings ond specifications.
Reticulation mains shall be laid on on alignment 1.5m from the property boundary unless otherwise directed by

Shire Engineer
Horizontal ond vertical alignment shall be maintcined using pipe joint deflections unless noted otherwise. Moximum
allowable defection to be as per manufacturers recommendations.

. 100 dia. to 200 dio. shall be uPVC Closs (R.R.J) 0.1. compatable.
. 250 dio. and greater pipes shall be DICL Closs K9 to AS2200 polyethylene wrapped to AS3680. Contrector to

hove TYCO ‘Century Plus’ quality accreditation.

. Minimum cover for mains shail be as follows;
MAIN. DIA, ACCESS WAYS, FOOTPATHS URBAN ROADS
100-200 600 100
250-375 750 1000
450 and over 100 1200

. In coostel sand terrain no special bedding is required. In all other soil types, sond bedding and surround shall

8.
9.
40.

WwW

be washed Mary River sond clean free of silt or clean washed Smm screenings. For 100 to 200 dia. pipes, a
minimum of 100mm bedding ond 100mm of sand over the pipe is required.
Suitably designed concrete thrust blocks shall be placed on all tees, bends and dead end caps.
All volves and reducers at water main junctions shall be flange — flange jointed.
. Fire Hydrant spacing shall be 80m maximum and located opposite property boundaries. Hydrants shall be located
adjacent to dead end caps end at sags and crests for scouring and air release.
Hydrants to be in accordance with with AS3952-1991 and be F8e or thermoplastic polyamide coasted to the
monvtacturers specifications.
Valves to be Rilson Nylon 11 cooted, resilient seated OBR ‘Elypso'. Tubeline ‘Series 500', or AMC ‘Tefglide’,
Hydrants ond valves shall be instotled in accordance with Std Org No. 9606F and marked with posts and
pavement morkers as required.
Water service connections shall be installed in occordance with Std Drg No. 9608D and contoined under road
pavement in 100 dia. uPVC Class 9 conduits as per Std Drg. No. 9606D.

15, Brass plaques marked 'W' are to be placed in the kerb where conduits cross the kerb (refer to Std Org No.

Electricity to be relocated

902A)

16. Water service connections to be located on alternote building lines to Energex meter boxes unless shown

otherwise.

17. All cut-ins and other works on existing mains to be performed by Council. Actual cost including plant Jabour and

materials sholl be met by the developer.

18. All ‘As Constructed’ information shall be recorded in accordance with Councils requirements prior to backfilling of

trenches.

49. Reflective blue road hydrant markers are to be installed in accordance with Noosa Council Std Drg 9606F.
20. Water service and meter shall be provided (by the developer) to each residential allotment as part of this

contract. All woter service connections to be corried out by an approved licensed plumber under direct council
supervision and be in accordance with Std Orgs No. 9608D, 9609D, 9610.

TELSTRA

1.

2.
3.

1.

—_—

The contractor shall licse with Telstra and the cpproved installation agency ond co~ordinate all works associated
with installation of Telstra infrastructure,

No work shall be carried out within 3 metres of Telstra cables without first consulting Telstra.

The Civil works contractor will be responsible for the trenching for Telstra installation

ELECTRICITY SUPPLY

 

For installation details refer Electrical Consultant's drawings and relevant Energex specifications.

COMMUNICATION CONDU

¢100mm Communication conduit to be laid with Telstra installation for extent of internal reticulation.

EXISTING SERVICES

The location of existing services shown cre indicative only and the coniroctor shall be responsible for the location
of all existing services on site.

 

 

Plot_Dote: 07/09/07 — 15:18

 

09/07

 

07/07

 

07/07

 

05/07

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ACH O10 B55 607

 

 

feddy sergiacomi &
associates pty. Itd.

ENGINEERING & ENVIRONMENTAL CONSULTANTS
PROJECT MANAGERS & PLANNERS ©
SOXSHNE COAST OFNICE > lecsuncocs Pietzerg.com.og
2.0. BOX 1255 CALOUNDSA, QLD. 4551
FA (G7 54928340 FAX. (07) 54928825
OFPCES A:S9 AT BUNDAGERS, amISBINE & HERVEY Bay L76Q R7

LOCATION

DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA “45143-C29

 

 

PROPOSED INDUSTRIAL “eo |"

ESTATE

REV.

TME ‘SHEET
SERVICES LAYOUT PLAN 29

 

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