Engineering Drawings Part 3

 

 

 

NOTE:
REFER TO N13078-200 FOR
SEWERAGE RETICULATION LEGEND.

 

 

 

x

FILE: NIBO78-202.dwq_ DATE: 16-04-20% TIME: 10.08

 

STAGE ¢
von GEFER DRG NIS0T8-201 FOR CONTINUATION

"MICROFILM No.

PXref's: X-NBBOI8-TIT X-NB078-BASE X-NEBOT8-SEWER RETICULATION X-N13078-CONTOURS USR: nathan 1

  
  
   

 

 

 

 

SURVEYOR: RPS

 

70

{| EXISTING 150 uPVC SEWERMAIN )
I eo

EXISTING
STAGE B

117

EXISTING 1508 uPVC
SE WERMAIN

 

 

 

(A) | CONSTRUCT 160% STUB (CAPPED) PRIOR TO START OF

SEWER LIVEWORKS TABLE
SEW MH/MS | COVER | LOT
No. DESCRIPTION pia {MH No.| "Type | Type | No. E.S.L.] LL. | DEPTH
UNITYWATER TO BREAK INTO EXISTING MH EX.1/1 AND
160 fEXA/1] F - 8.652 | 6.900 | 1.752

CONSTRUCTION.

 

0.50m FROM STUB END CAP, CONTRACTOR TO LAY ALL
RETICULATION SEWERS. AFTER CLEANSING, TESTING AND

 

 

2(A)_ | CONSTRUCT 160% STUB (CAPPED) PRIOR TO START OF

1(B)
INSPECTION, NOTIFY UNITYWATER.
UNITYWATER TO REMOVE TEMPORARY END CAP IN MH EX.1/1 AND
1(C)_ |MAKE LIVE CONNECTION AFTER SUCCESSFUL ‘ON MAINTENANCE’
INSPECTION.
UNITYWATER TO BREAK INTO EXISTING MH EX.1/2 AND
160 EX.1/2 F - 10.76 8.75 2.010

CONSTRUCTION.

 

0.50m FROM STUB END CAP, CONTRACTOR TO LAY LINES 14 AND
15. AFTER CLEANSING, TESTING AND INSPECTION, NOTIFY

 

 

2(B)
UNITYWATER.
UNITYWATER TO REMOVE TEMPORARY END CAP IN MH EX.1/2
2(C) |AND MAKE LIVE CONNECTION AFTER SUCCESSFUL ‘ON
MAINTENANCE’ INSPECTION.

 

 

 

 

 

 

 

 

 

 

 

 

 

SEWER RETICULATION NOTES

ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH FOLLOWING CURRENT SPECIFICATIONS AND STANDARDS (IN

ORDER OF PRIORITY):
- SOUTH EAST QUEENSLAND SEWERAGE CODE (SEQ-SP’s)

- SEWERAGE CODE OF AUSTRALIA WSA02-2002 V2.3.
UNLESS SPECIFIED OTHERWISE, ALL WORK AND MATERIALS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.

2. *
THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING MUST HAVE CONTRACT ADMINISTRATION

3.
UNDERTAKEN BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORK NOT COMPLYING WITH THIS REQUIREMENT WILL NOT

BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY THE SEQ SERVICE

PROVIDER AT THE DEVELOPERS COST.

ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE ‘ACCEPTED PRODUCTS AND MATERIALS’ LIST.

6. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 uPVC) PROPERTY CONNECTION. FOR ALLOTMENTS OTHER
THAN SINGLE RESIDENTIAL, A DN160 PE (OR DN150 uPVC) PROPERTY CONNECTION SHALL BE PROVIDED.

PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.

PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 500mm (UNITYWATER) AND A

MAXIMUM OF 750mm.
9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH
AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE MATERIAL'S MAXIMUM COMPACTION
WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH
ALTERNATE LAYER. IN ALL SUCH CASES, APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

SEQ-SP’'s.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE

COMMENCING WORKS.
SEWER SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ-SP’s.

12.

13. BENCH MARK AND LEVEL TO AHD.
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS SHALL BE PROVIDED BY THE SEQ

SERVICE PROVIDER AT THE DEVELOPERS COST.

 

NOTE:
NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB DRAWINGS,

NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION
WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION ONLY.
THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA
AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.

 

 

 

~~

‘DRAWING TITLE

SEWER RETICULATION
LAYOUT PLAN

 

 

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FIRST [CALCS [DRAWN] _OATE
AMENDMENT DETAILS.

 

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PROJECT No.

N13078

 

1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED.

[a

SHAUN PILCHER RPEQ. 14593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD

~ QM PROPERTIES B R OW N ~~

 

 

FRORCT
Brown Consuthg (QLD) ty Ltd

Race Cabeen Meme Syity

STAGE C1 - C6

 

SHEET 3 OF 3

 

Level 3, 16 Imovetion Parkway Biri GLD Australia 4575

LAKE DOONELLA NOOSA Smart Consulting cheaaair ent

 

‘DRAWING NUMBER

N13078-202