2016008949 Approved Drawings - Signed

2016008949

Nov 22, 2016


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PLOTTED 14112016

 

 

 

 

 

 

 

    
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2 es NE ee Ne SE NER CONSTRUCTION WORK UNDERTAKEN ) SERVICE PROVIDER AND CONSTRUCTOR LIVE SEWER WORKS
TREES LOCATED ALONG THE FOOTPATH SHALL BE, WHERE POSSIBLE TRANSPLANTED BY THE SUB-CONTRACTOR SHALL COMPLY WITH ALL DEPTH
PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED. APPLICABLE WORKPLACE HEALTH AND SAFETY LEGISLATION No. | DESCRIPTION SEWER | uno, | MHS | COVER | totno. | Fs. | ESL IL TO
WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE DIA. - TYPE TYPE .
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM INVERT
REMANONTC CORTE eee ae OCONEE STON ANE, ALL ENVIRONMENT PROTECTION MEASURES SHALL BE [AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE EX/1 AND
WHERE POSSGLE, TREE ROOTS SHALL Be TUNNELED UNDER RATHER THA SEVERED F IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK, 1h | CONSTRUCT A 150mm STUB (TEMPORARILY END CAPPED) PRIORTO | 150 | EX/ 8 5790 | 5790 | 3520 | 2270
FUNGIGIDE CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE INCLUDING CLEARING,COMMENCING. SPENT OF CONS HESTON
ANY TREE LOPPING REQUIRED SHALL BE UNDERTAKEN ACCORDING TO COUNCIL'S (0.5m FROM STUB END CAP, CONSTRUCTOR TO LAY NEW LINE 1.
a ET noo PRCANER 1B | AFTER CLEANSING, TESTING AND INSPECTING, NOTIFY AGENCY. ca
TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION PROVIDED
CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER IN THIS DRAWING/DESIGN WAS ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF 4c ae Ne ctcceera ai SERENA
SUSTEM THIS MAY RVOLVE FLAGING APEROERIATE: SEDIMENT: CONTROLS: AROUND: THE LOCAL COUNCILS “AS CONSTRUCTED" RECORDS, IT REMAINS THE RESPONSIBILITY OF
a SORES aa PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-CONTRACTORS, EMPLOYEES, INSPECTION.
SILTATION CONTRO SERVANTS AND AGENTS AS APPROPRIATE IN THE CIRCUMSTANCES TO MAKE ALL
SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY EXCAVATION REASONABLE EFFORTS TO ASCERTAIN THE PRECISE LOCATION OF EXISTING 1D CONSTRUCTOR TO RECONNECT EXISTING HOUSE DRAINAGE TO NEW
INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND DRAINS BEFORE PROPERTY CONNECTIONS.
APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT FROM UNDERTAKING EXCAVATION OR CONSTRUCTION WORK. |
ENTERING THE CREEK. 1E
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL RECORDING
1, NQSOI SHALL BE STOCKPILED WITHIN Sm OF THE CREEK OF THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY HAVE OCCURRED AS A ‘AGENCY MEANS GOLD COAST CITY COUNCIL OR ta Lay COM REDCANTCTY COUNGL oR OEE AG Rea UTES mnnrywnTen (APPROVAL VALID FOR 12 MONTHS FROM DATE
PRE-DISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE TO BE REINSTATED. RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING OR EXCAVATION.

 

CONSEQUENTLY, THE LOCAL GOVERNMENT AUTHORITY AND vT CONSULTING ENGINEERS.

 

  

PRE-DISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. FOR FURTHER TAKES NO RESPONSIBILITY FOR ANY APPARENT ERROR OR INACCURACIES THAT ARE

INFORMATION CONTACT COUNCIL ECOLOGICAL ASSESSMENT OFFICER ‘SHOWN TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT A LATER DATE. LaxepooueLa

 

1 MEMORIAL AVE,

NAME OF ESTATE TEWANTIN QLD 4565

NOTE: ALL ENVIRONMENT PROTECTION MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES
‘CONSTRUCTION WORK, INCLUDING CLEARING, COMMENCING.

 

 

 

 

APPLICATION No.

 

‘ALL SEWER CONSTRUCTION WORK UNDERTAKEN BY THE CONTRACTOR IS TO COMPLY Ke DoONELLA

 

WITH THE REQUIREMENTS OF THE QUEENSLAND HEALTH AND SAFETY ACT 2011,

 

A U nitywater SP DELEGATE APPROVAL DATE

FOR INFORMATION CONTACT THE Div.W.H & S ON 1300 369 915 DRAWING/ PLAN No. C003

 

 

 

 

 

 

APPROVED PLANS No. OF ALLOTMENTS 4

 

 

 

 

 

STE RE HURTERT pm Brh corms wore sores » _ . 2016008949 TEA HECTARES

‘QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS LOCALITY PLAN LENGTH OF 400mm

 

 

 

   

UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE
% RELEVANT AUSTRAGAN STANDARDS nn NO NORKSHALLCOWPLY wt NOT TO SCALE SEWERS 450mm 89.2m
3, THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE

 

 

 

 

SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT
‘COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE
SEQ SERVICE PROVIDER SEWERAGE SYSTEM,
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED :
OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.
5. 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 PVC) PROPERTY
CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN160 PE (OR DN150
PVC) PROPERTY CONNECTION SHALL BE PROVIDED.
7. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE
DRAWINGS.
8 PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF
300mm AND A MAXIMUM OF 750mm. UNITYWATER REQUIRES MINIMUM EXTENSION OF 500mm
INTO PROPERTY.
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 MATERIALS MAXIMUM COMPACTION WHEN TESTED IN
ACCORDANCE WITH A'S, 1289 (MODIFIED COMPACTION), TESTING SHALL BE CARRIED OUT
‘AFTER EACH ALTERNATE LAYER. IN ALL SUCH GASES APPROVAL OF CONSTRUCTED
‘SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE
PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
40. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
11, THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
RELEVANT AUTHORITIES BEFORE COMMENCING WORKS,
12. SEWERS SHALL BE DISUSED JABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN
‘THE SEQ SEWER CODE.
13. BENCH MARK AND LEVELS TO AHO.
14 EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS
SHALL BE PROVIDED BY THE SEQ SERVICE PROVIDER AT THE DEVELOPERS COST.

NOTES: ‘
REFER TO PROJECT COVER SHEET FOR GENERAL NOTES

REFER TO DWG No, C004 FOR SEWER LONGITUDINAL SECTION

ALL LEVELS, CHAINAGES & DISTANCES IN METRES.

REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS.

REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND DROPS AND FOR

NUSEWER COMPLIANT APPURTENANCES,

PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY NUSEWERS (PE).

REFER SEQ-SEW-1106 SERIES FOR PROPERTY CONNECTION TYPES,

8 DETAILS OF COMPOUND BENDS ARE TO BE SHOWN ON DESIGN DRAWINGS,

 

 

 

 

 

‘ALL WATER AND SEWER CONSTRUCTION WORK UNDERTAKEN BY THE CONTRACTOR SHALL
COMPLY WITH ALL APPLICABLE WORKPLACE HEALTH AND SAFETY LEGISLATION.

 

 

PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE REQUIRED SERVICE
AREA OF EACH LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH OF PROPERTY CONNECTION
AT 1.5 m, UNLESS OTHERWISE STATED. FOR JUNCTION DETAILS REFER SEQ-SEW-1106-1 TO
SEQ-SEW-1106-7

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‘APPROVED DRAWING TITLE ‘DRAWING No REV

SEWER RETICULATION NOTES c002 B

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