PART Response to Information Request · OPW11/0335

 
 

 

 

REFER JO STRUCTURAL
ENGINEERS PLANS FOR
PIERING OF BUILDINGS

RELOCATE. EXISTI
WHICH ARE WITHIN. THE SEWER MANHOLE 1.5m 3
ZONE OF INFLUENCE OF FROM. BUILDING & ‘
SEWER SERVICES i PROVIDE NEW 9150 4
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4

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NOTE: 4
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HCB CONNECTION

181,054

 
 

 

PROVIDE NEW #150
HCB TO EXISTING
MANHOLE.

VIL 8.300

DIL 8.240

110

 

   

 

 

 

 

KEY PLAN

NTS

 

GENERAL NOTES

1) OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION
AND PAY ALL FEES DUE.

 

 

 

it
DECOMMISSION--EXiS we
HOSE ORANGE AMO. F 2) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY

P HAVING JURISDICTION AND WITH THE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN
STANDARDS.

 

 

 

 

 

3) CONFIRM INVERT LEVELS AND LOCATIONS OF ALL EXISTING SERVICES PRIOR TO THE
INSTALLATION OF ANY ASSOCIATED SERVICES,

 

 

4) AS~CONSTRUCTED DRAWINGS IN DIGITAL FORMAT ARE TO BE LODGED WITH
COUNCIL IN ACCORDANCE WITH COUNCIL'S ENGINEERING GUIDELINES.
DETAILED COSTINGS OF AS~CONSTRUCTED WORKS SHALL ALSO BE SUBMITTED
WITH THIS DATA., WITH COST DISSECTIONS BEING COMPLETED IN ACCORDANCE
WITH STANDARD FORMS OF THE GUIDELINES,

5) THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE
FOR THE COST OF RECTIFICATION OF ANY DAMAGE WHICH MAY OCCUR. THE LOCATION
OF EXISTING SERVICES SHOWN ON THIS DRAWING IS REPRODUCED FROM LOCAL AUTHORITY,
RECORDS ETC. FOR WHICH NO OPINION IS EXPRESSED.AS TO THE ACCURACY OF SAME.

 

 

6) ’AS=CONSTRUCTED' DRAWINGS— WHERE REQUIRED BY THE LOCAL AUTHORITY- ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL
CHANGES TO ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF
"AS—CONSTRUCTED' DRAWINGS IN AN APPROVED ELECTRONIC FORMAT.

7) ASA CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE
AND SHALL BE DEEMED TO BE FULLY AWARE OF SITE CONDITIONS.
ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF SITE
CONDITIONS SHALL NOT BE ACCEPTED.

8) WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED,
OTHER MANUFACTURERS PRODUCTS MAY BE SUBSTITUTED.
SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE AND LONGETIVITY
CRITERIA EQUAL TO OR GREATER THAN THE SPECIFIED PRODUCT.
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED.

9) ANY FENCING AROUND THE PERIMETER OF THE PROPERTY THAT IS REMOVED OR
DAMAGED AS A RESULT OF WORKS ASSOCIATED WITH THE SEWER RELOCATION IS TO
BE RESTORED TO ITS PRESENT CONDITION AT THE CONTRACTORS EXPENSE,

 

10) UNLESS PRIOR PERMISSION HAS BEEN GRANTED BY COUNCIL, THE CONTRACTOR
SHALL ARRANGE FOR LIVE SEWER WORK TO BE UNDERTAKEN BY COUNCIL
DAY LABOUR. ALL COSTS SHALL BE MET BY CONTRACTOR.

CONFIRM. ANY:
WIRED -WORKS
NG | 11) CONTRACTOR TO MAKE ARRANGMENTS TO DIVERT SEWAGE FROM. UPSTREAM SEWER

MAIN WHILST CONSTRUCTION OF SEWER DIVERSION TAKES PLACE.

12) ALL SEWERS SHALL BE 150¢ uPVC CLASS SN8& R.RuJ. TO AS 1260 UNO.
SEWERS DEEPER THAN 3m SHALL BE uPVC CLASS 12 PRESSURE PIPE TO AS 1477
OR PRIOR APPROVED EQUIVALENT. INSIDE EDGE OF CLASS 12 PIPE SHALL BE
CHAMFERED TO PROVIDE A SMOOTH TRANSITION TO OTHER CLASSES OF PIPE.

13) ALIGNMENT: — WITHIN LOT
FRONT '& REAR BOUNDARIES: 1.5m
SIDE BOUNDARIES: 1.0m :
FOOTPATH: 2.80m FROM FRONT ALIGNMENT

14) BEDDING SHALL BE TYPE 1 UNO AND PLACED AS PER STD DWG 9813.
IN COASTAL SAND TERRAIN, EXCAVATED MATERIAL MAY BE USED SUBJECT TO
APPROVAL BY MANAGER. IN OTHER AREAS USE 5~10mm WASHED SCREENINGS
OR 20mm WASHED SCREENINGS AS ORDERED BY LOCAL AUTHORITY'S MANAGER
MINIMUM LOVER SHALL BE 1.00m FOR ALLOTMENTS & FOOTPATHS & 1.50m FOR
OADWAYS.

15) MANHOLES SHALL BE 1050¢ PRE—CAST UNO & CONSTRUCTED
IN ACCORDANCE WITH LOCAL AUTHORITY STD DWGS

 

 

 

 

 

16) MANHOLE LIDS SHALL BE FINISHED:
FOOTPATHS — FLUSH WITH SURFACE
ALLOTMENTS ~ FLUSH WITH SURFACE
ALL MUST FOLLOW THE SLOPE AND BATTER OF ADJOINING TERRAIN.

NOTE:
ALL WORKMANSHIP IS TO BE TO THE SATISFACTION OF THE
SUNSHINE COAST REGIONAL COUNCIL ENGINEER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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