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ADAMS+SPARKES Town Planning Report
Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - IDAS Forms, Cover letter & Report - MCU17/0076 & OPW17/0224.
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NOTE:
THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
COLOUR SEPARATION FOR GREATER CLARITY. WORKING
PROPOSED DEVELOPMENT
WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
HAVE THE CORRECT PRESENTATION AND SHOULD
CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
25 EDWARD ST, NOOSAVILLE
CIVIL OPERATIONAL WORKS PACKAGE
FOR THE PROPERTY CLINIC
GENERAL NOTES
1. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT FOR THE WORKS AND
DRAWING INDEX 2.
NOTIFY ALL RELEVANT PARTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE.
DRG. DO NOT SCALE OFF THESE DRAWINGS. IF IN DOUBT ASK SUPERINTENDENT FOR
DESCRIPTION CLARIFICATION.
NO. 3. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH THE DEVELOPMENT
GENERAL CONDITIONS, CURRENT COUNCIL (AND OTHER RELEVANT AUTHORITY) GUIDELINES
AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE.
C001 TITLE SHEET, DRAWING INDEX AND LOCALITY PLAN 4. THE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH RELEVANT LOCAL
AUTHORITY SPECIFICATIONS (OR INERTIA ENGINEERING SPECIFICATIONS IF
EROSION AND SEDIMENT CONTROL SUPPLIED). ANY POINT OF CONFLICT IS TO BE IDENTIFIED BY CONTRACTOR AND
C100 EROSION AND SEDIMENT CONTROL LAYOUT PLAN WILL BE RESOLVED BY THE SUPERINTENDENT. THE ACCURACY AND
COMPLETENESS OF EXISTING SERVICES INFORMATION SHOWN ON THE DRAWINGS
C110 EROSION AND SEDIMENT CONTROL DETAILS IS NOT GUARANTEED.
C120 EROSION AND SEDIMENT CONTROL NOTES 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL EXISTING SERVICES ON
SITE PRIOR TO CONSTRUCTION AND LAYING OF ANY SERVICES AND ADVISE THE
BULK EARTHWORKS SUPERINTENDENT OF ANY DIFFERENCES FROM THE DRAWINGS. ANY DAMAGE TO
EXISTING SERVICES WILL BE REPAIRED AT THE CONTRACTORS COST.
C200 BULK EARTHWORKS LAYOUT PLAN
6. REFER TO HYDRAULIC, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL
C210 BULK EARTHWORKS SITE SECTIONS SITE SERVICES TO BE CO-ORDINATED FOR CONSTRUCTION.
7. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
ACCESS AND GRADING REQUIREMENTS OF THE COMMONWEALTH WORK HEALTH AND SAFETY ACT 2011.
C300 ACCESS AND GRADING LAYOUT PLAN 8. ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO WORKS
COMMENCING ON SITE. THE SUPERINTENDENT'S SURVEYOR SHALL PEG ALL
STORMWATER DRAINAGE ALLOTMENT BOUNDARIES, PROVIDE CO-ORDINATE INFORMATION TO THESE PEGS
AND PLACE BENCH MARKS. THE CONTRACTOR SHALL SET OUT THE WORKS FROM
SITE OF WORKS C400
C405
STORMWATER DRAINAGE PRE-DEVELOPMENT CATCHMENT LAYOUT PLAN
STORMWATER DRAINAGE POST-DEVELOPMENT CATCHMENT LAYOUT PLAN
AND MAINTAIN THESE PEGS.
9. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS
EITHER BY DUST, NOISE, FLOODING OR DISCONNECTION OF SERVICES. (FOR
C410 STORMWATER DRAINAGE LAYOUT PLAN MARKETING REASONS IT IS ESSENTIAL THE SITE IS KEPT IN A TIDY STATE EVEN
DURING CONSTRUCTION. THE CONTRACTOR SHALL ALLOW IN HIS TENDER TO
SEWER CONNECTION
CLEAN-UP THE SITE INCLUDING REMOVAL OF RUBBISH AND EXCESS SOIL,
C500 SEWER CONNECTION LAYOUT PLAN STACKING OF LOOSE PIPES AND GRADING OF DISTURBED AREAS AS DIRECTED
EACH FRIDAY AFTERNOON TO PRESENT THE SITE IN THE MOST ATTRACTIVE
WATER CONNECTION MANNER AT ALL TIMES).
C600 WATER CONNECTION LAYOUT PLAN 10. TRANSPORTATION ROUTES FOR IMPORTED AND EXPORTED MATERIALS TO BE
APPROVED BY THE LOCAL COUNCIL.
11. UNDERTAKE ACTIVITIES ASSOCIATED WITH THE OPERATION OF THE USE ONLY
BETWEEN THE HOURS OF 6.30am TO 16.30pm MONDAY TO FRIDAY UNLESS STATED
OTHERWISE IN THE DEVELOPMENT CONDITIONS.
12. ALL ROAD DIMENSIONS ARE TO NOMINAL SETOUT LINE OF KERBS OR EDGE OF
PAVEMENT UNLESS SHOWN OTHERWISE.
13. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED
WITH SUPERINTENDENTS APPROVAL AS REQUIRED TO ACHIEVE SATISFACTORY
CONNECTIONS.
14. ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION WORKS TO BE TOPSOILED
(100mm MINIMUM THICKNESS) AND GRASS SEEDED.
15. EXISTING TREES TO BE RETAINED SHALL BE NO CLOSER THAN 450mm FROM THE
TRAVEL PATH.
REFERENCED GUIDELINES & STANDARDS 16. IF APPLICABLE - ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH A.S. 3798 -
WITH LEVEL TWO SUPERVISION UNLESS NOTED OTHERWISE BY THE
SUPERINTENDENT. FOR ADDITIONAL EARTHWORKS NOTES REFER EARTHWORKS
WATER SERVICES ASSOCIATION OF AUSTRALIA DESIGN DRAWINGS WHICH SUPERSEDES THIS NOTE.
WSA CODE - WATER SUPPLY CODE OF AUSTRALIA - PARTS 0 TO 4 17. IF APPLICABLE - NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN
ON THE CROSS SECTIONS THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE BY
LOCALITY PLAN WSA CODE - SEWER CODE OF AUSTRALIA - PARTS 0 TO 4 THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE FINISHED
SURFACE CONTOURS MAY BE ADJUSTED BY THE SUPERINTENDENT DURING
EXTRACTED FROM GOOGLE MAPS © 2017 SEQ CODE FOR WATER SUPPLY AND SEWER DESIGN AND CONSTRUCTION CONSTRUCTION.
NOT TO SCALE 18. ANY REQUIRED SERVICE CONDUITS FOR THE DEVELOPMENT SHALL BE INSTALLED
SEQ WS&S D&C CODE - DESIGN CRITERIA
TO COUNCIL,ENERGEX, TELSTRA, OPTUS AND GAS AUTHORITY STANDARDS AT
SEQ WS&S D&C CODE - AMENDMENT TO SEWERAGE CODE OF AUSTRALIA LOCATIONS DETERMINED BY THE RELEVANT AUTHORITIES WITH COSTS BORNE BY
THE DEVELOPER.
SEQ WS&S D&C CODE - AMENDMENT TO WATER SUPPLY CODE OF AUSTRALIA
19. SUBGRADE TEST RESULTS TO BE FORWARDED TO THE SUPERINTENDENT FOR
AUSTRALIAN STANDARDS (AS) PAVEMENT DESIGN DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION.
TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS AS REQUESTED BY THE
AS 3798 - 2007 EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS SUPERINTENDENT.
AS 1289.1.1 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES 20. TEMPORARY WARNING DEVICES TO BE ERECTED AS PER "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES" AND RELEVANT COUNCIL GUIDELINES TO ENSURE
AS 2890.1 OFFSTREET CARPARKING SAFE WORKING CONDITIONS FOR WORKERS, PEDESTRIANS AND PASSING TRAFFIC.
AS 3500-2003 PLUMBING AND DRAINAGE 21. SURVEY BENCHMARKS ARE TO BE CONFIRMED ONSITE PRIOR TO CONSTRUCTION
AND USED AS REFERENCE FOR ALL CONSTRUCTION SETOUT AND PERMANENT
INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) SURVEY MARKS ARE TO BE INSTALLED AS PER COUNCIL STANDARDS.
IECA AUSTRALIA GUIDELINES AND STANDARD DRAWINGS
NOTE:
1. ALL PLANS TO BE READ IN CONJUNCTION WITH
RELEVANT CONSTRUCTION SPECIFICATIONS. REFER
GENERAL NOTE 4.
2. ALL PLANS TO BE READ IN CONJUNCTION WITH
GENERAL NOTES ON THIS DRAWING.
PRELIMINARY
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT TITLE SHEET, DRAWING 7508
ICON BUILDING THE PROPERTY
25 EDWARD STREET, INDEX & LOCALITY PLAN JOB No.
DESIGN CLINIC
Unit 5B/85 Hudson Road
Albion, QLD 4010
NOOSAVILLE, QLD, 4566.
01 PRELIMINARY ISSUE 13.06.17 IE
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C001 01
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED IERNST DWG. No. REVISION
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