Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

 

 

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

Lot 2

Lot 1

   

 
  

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ZA CARE COUNCIL
iT OPERATIONAL WORKS No.2

ASTANCES MAY

ZE DEPARTED FROM _ WiTH
POVAL of the NANAGER LAN

 
 
   
 

og

  
    
  

THE PLAN

 

D BEVELCPMENT

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

     
  

Ie

Electricity to be relocated

  
    

—_—

 

 

 

 

NEW SERVICES
FH sv Water Main #150, Fire Hydront ond Sluce
+4 icive ITEM] DESCRIPTION |
— Underground Electricity/Telstra mains/cable © BEND
Road crossing conduit @ "
22” BEND
EXISTING SERVICES © | 45° Beno
Existing 100mm rising mai ® 150x150x150 TEE
_— mm: m— oxi ain
sv fH ®© Connection to existing #150 Woter

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

Moin and #150 Sluce Valve

 

 

 

 

:—__— Existing electricity supply

WATER RETICULATION:

8.
9.
40.

WwW

12.
13.

. 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 maintained 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

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 accordance with Std Drg No. 9608D and contained 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.

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.

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

 

1.

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

 

 

 

 

 

 

 

 

[NSC REQUESTED CHANGES: ce | 09/07
C_ [NSC REQUESTED CHINGES: cc | 07/07
B {ISSUE FOR TENDER ce [07/07
‘A_ {PREFERRED TRANSFORNER LOCATION cay | 05/07
REY.

 

 

 

 

 

 

 

 

 

 

 

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

 

36