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1856-S01_S18
WORKPLACE AND HEALTH SAFETY
SEWER RETICULATION NOTES
ALL WATER AND SEWER CONSTRUCTION WORK IS TO
COMPLY WITH THE REQUIREMENTS OF QUEENSLAND WORK
VEGETATION PROTECTION HEALTH AND SAFETY ACT 2011
CONTACT YOUR NEAREST OFFICER OF THE DIVISION OF
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO WORKPLACE HEALTH & SAFETY FOR INFORMATION
CONSTRUCTION, OR REPLACE IF DESTROYED. PHONE:1300 362128
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL
BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES
NOTE FOR OWNER
PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
SURVEY/BOUNDARY PEGS TO BE IN GROUND BEFORE
C. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THA.N SEVERED. IF ROOTS
SEWER CONSTRUCTION
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT ARBORIST FOR FURTHER ADVICE.
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
ARBORIST. TRAFFIC PLAN
PRIOR TO COMMENCEMENT OF WORK, ARRANGE FOR
SOIL APPROVED TRAFFIC PLAN AND SEEK APPROVAL FROM
PLANNING & TRAFFIC BRANCH. TELEPHONE 340 34180 FOR
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. DETAILS. WORK MAY BE REQUIRED TO BE CARRIED OUT
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE DURING WEEKENDS AND/OR LATE AT NIGHT ONLY”
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.
C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE RISK
DBYD **CAUTION**
ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL TECHNICAL
Approx. location of public utilities only. Exact location and depth
MANUAL REQUIRES THAT ACID SULPHATE SOILS BE MANAGED AS FOLLOWS.
to be determined on site by relevant authority personnel prior to
commencing work.
CREEK CROSSINGS TELSTRA - Ph 1800 653 935
ENERGEX - Ph 3664 5400
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY UW - Ph 1300 086 489
EXCAVATION WORK. GAS - Ph 3323 7684
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5M OF THE CREEK. DISCLAIMER
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT
THE INFORMATION PROVIDED IN THIS DRAWINGS/DESIGN
REHABILITATION WAS ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF
THE COUNCIL'S "AS CONSTRUCTED" RECORDS, IT REMAINS
A. PRE-DISTURBED SOIL PROFILES AND COMPACTION LEVELS SHALL BE THE RESPONSIBILITIES OF PROPERTY OWNERS AND THEIR
REINSTATED. CONTRACTORS, SUB- CONTRACTORS, EMPLOYEES,
B. PRE-DISTURBED VEGETATION PATTERNS SHALL BE RESTORED. SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO
GENERAL NOTES ASCERTAIN THE PRECISE LOCATION OF EXISTING
INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND
DRAINS BEFORE UNDERTAKING EXCAVATION OR
G1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST
QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS. CONTRACTION WORK.
G2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE USERS OF THE INFORMATION SHOULD BE AWARE THAT
RELEVANT AUSTRALIAN STANDARDS. SINCE THE ORIGINAL RECORDING OF THE DEPTHS IN
G3 THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE RELATION TO GROUND LEVELS, CHANGES MAY HAVE
SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT OCCURRED AS A RESULT OF SUBSEQUENT WORK OR
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE SEQ ACTIVITIES INVOLVING FILLING OR EXCAVATION.
SERVICE PROVIDER SEWERAGE SYSTEM. CONSEQUENTLY, QUU TAKES NO RESPONSIBILITY FOR ANY
G4 ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED
APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO
OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.
EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT
G5 ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE "ACCEPTED
PRODUCTS AND MATERIALS" LIST. A LATER DATE.
G6 EACH NEW ALLOTMENT SHALL BE SERVED BY A DN150 PVC PROPERTY CONNECTION. THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF
G7 PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE OTHER PUBLIC UTILITIES.
DRAWING.
G8 PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF
750MM. UNITY WATER REQUIRES MINIMUM EXTENSION OF 500MM INTO PROPERTY.
G9 WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD
EXCEEDING 300MM (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS BE IMPLEMENTED PRIOR TO COMMENCING ANY
NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN CONSTRUCTION WORK INCLUDING CLEARING.
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 THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE PRODUCED
CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
G10 WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
G11 THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
G12 SEWERS SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN
THE SEQ SEWER CODE.
G13 BENCH MARK AND LEVELS TO AHD. CAUTION -
G14 PLACE DETECTABLE MARKER TAPE OVER ALL SEWER MAINS. EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
G15 ALL SEWER MAINS OF 150DIA OF GREATER TO UNDERGO CCTV INSPECTION. LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
CONSTRUCTION NOTES THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
1. ALL PIPEWORK SHALL BE IN ACCORDANCE WITH SEQ EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
ACCEPTED CIVIL PRODUCTS AND MATERIALS .
2. CONTRACTOR TO CONFIRM WITH UNITYWATER
3. SUPERINTENDENT FOR ANY REQUESTED CHANGES TO
MATERIALS/CONSTRUCTION.
4. DESIGN TO COMPLY WITH CURRENT SEQ CODE AND
UNITYWATER REQUIREMENTS.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MS CL AT NOOSA CIVIC, WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: 2 OF 20
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MS Director: CAMERON LANDRETH
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 GENERAL NOTES S02 A
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 18-03-20 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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