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Appendix J - Civil Engineering Report and SBSMP.pdf
WORKPLACE AND HEALTH SAFETY
WATER RETICULATION NOTES
ALL WATER AND SEWER CONSTRUCTION WORK IS TO
COMPLY WITH THE REQUIREMENTS OF QUEENSLAND WORK
VEGETATION PROTECTION EXISTING WATER MAIN HEALTH AND SAFETY ACT 2011
· EXISTING WATER MAINS SHOWN FROM DBYD INFORMATION AND CONTACT YOUR NEAREST OFFICER OF THE DIVISION OF
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO SCHEMATIC RECORDS. EXACT LOCATION AND SIZES SHALL BE WORKPLACE HEALTH & SAFETY FOR INFORMATION
CONSTRUCTION, OR REPLACE IF DESTROYED. CONFIRMED BY UNITYWATER PRIOR TO ANY CONSTRUCTION WORK. PHONE:1300 362128
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL · ALL WORKS ON EXISTING ON EXISTING WATER MAINS TO BE
BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED CARRIED OUT BY UNITY WATER AT THE DEVELOPERS EXPENSE
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 WATER MAIN NOTE WATER CONSTRUCTION
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT ARBORIST FOR FURTHER ADVICE.
· WATER MAIN THRUST BLOCKS SHALL BE LOCATED AND INSTALLED
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
AS PER SEQ WATER STANDARD DRAWINGS AND/OR UNITYWATER TRAFFIC PLAN
ARBORIST.
STANDARD DRAWINGS. REFER UNITYWATER SUPERINTENDENT FOR
PREFERRED INSTALLATION. PRIOR TO COMMENCEMENT OF WORK, ARRANGE FOR
SOIL · PLACE DETECTABLE MARKER TAPE OVER ALL WATER MAINS APPROVED TRAFFIC PLAN AND SEEK APPROVAL FROM
· LEVEL AND ALIGNMENT OF NEW MAIN TO SUIT LOCATION & DEPTH PLANNING & TRAFFIC BRANCH. TELEPHONE 340 34180 FOR
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. OF EXISTING MAIN 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
CONTRACTION WORK.
EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND STANDARDS
USERS OF THE INFORMATION SHOULD BE AWARE THAT
G2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
SINCE THE ORIGINAL RECORDING OF THE DEPTHS IN
THE RELEVANT AUSTRALIAN STANDARDS.
RELATION TO GROUND LEVELS, CHANGES MAY HAVE
G3 ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
OCCURRED AS A RESULT OF SUBSEQUENT WORK OR
G4 COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN SEQ-WAT-1200-2
ACTIVITIES INVOLVING FILLING OR EXCAVATION.
G5 CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS.
CONSEQUENTLY, QUU TAKES NO RESPONSIBILITY FOR ANY
G6 A WATER METER SUPPLIED AT THE DEVELOPERS COST, IS TO BE INSTALLED AT
APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO
THE SERVICE POINT OF EACH LOT IN ACCORDANCE WITH THE STANDARD
EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT
DRAWING FOR THE SEQ-SP.
A LATER DATE.
G7 ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP'S
THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF
ACCEPTED PRODUCTS AND MATERIALS LIST OR BE APPROPRIATELY SHOWN,
OTHER PUBLIC UTILITIES.
LISTED AND DEFINED IN THE ENGINEERING SUBMISSION SO THAT THE
ALTERNATIVE PRODUCT OR MATERIAL CAN BE ASSESSED AND IF APPROPRIATE
SEQ-SP.
G8 TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH STANDARD ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD
DRAWING NO.SEQ-WAT-1410-1 BE IMPLEMENTED PRIOR TO COMMENCING ANY
G9 THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS CONSTRUCTION WORK INCLUDING CLEARING.
DRAWING MUST BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ
REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
G10 ALL WATER MAINS SHALL HAVE APPROVED DETECTABLE MARKER TAPE LAID ON NOTE:
TOP OF THE BEDDING. WATER METERS TO
G11 FH TEE'S AND RISERS TO BE DN100
G12 WATER MAINS ARE NOT PERMITTED TO BE CONSTRUCTED WITHIN THE ROAD
BE MIN 600mm APART
BOXING AND THAT ROAD CROSSING DESIGN IS TO ACCOUNT FOR CONSTRUCTION
PHASE OF DEVELOPMENT
G13 WATER MAIN DEPTH OR PIPE CLASS TO BE ADJUSTED UNDER ROAD CROSSING S CAUTION -
TO TAKE INTO ACCOUNT CONSTRUCTION LOADINGS. WATER MAINS ARE NOT TO EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
BE LAID WITHIN ROAD PAVEMENT. LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
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
B 27-11-20 REVISED AS PER COUNCIL RFI MEETING MM CL DATUM AHD SHEET: 2 OF 17
0 1.0 2.0 3.0 4.0 5.0m
FOR STOCKWELL PTY LTD
C 08-02-21 FOR CONSTRUCTION JP TS DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MS Director: CAMERON LANDRETH
SCALE 1:100 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 LOCALITY PLAN, SCHEDULE OF DRAWINGS W02 C
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR CONSTRUCTION a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 AND GENERAL NOTES
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