Council archive · source document
20563-C001-C002_[A] · OPW20/0149
Original PDF page 1, section 2. The text section number identifies this passage in the reader.
SUPPLIED.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE 2. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS.
CLARIFICATION OF THE DISCREPANCY. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO
SITE PLAN 4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE COMMENCING WORKS.
SCALE 1:12500 SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 4. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT APPROPRIATE AUTHORITIES.
RELEVANT AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE
LOCAL AUTHORITY AND THE SUPERINTENDENT. EARTHWORKS / EXCAVATION
6. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. GENERAL:
2.500 7. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. 1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF
CROSSFALL TO MATCH EXISTING (MAX 5%)
8. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS EXCAVATION.
1.600 CTC OF THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO
2.500
9. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; BE UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT
CROSSFALL TO MATCH EXISTING (MAX 5%) 0.390 1.210 0.390
● CONSTRUCTION PRE-START MEETING AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL
NATURAL SURFACE NATURAL SURFACE ● SET OUT AUTHORITY AND THE ENGINEER.
● FINAL INSPECTION 3. STOCKPILES SHALL BE PROPERLY STABILISED.
10. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 4. EARTHWORKS SHALL AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES.
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND
25mm BEDDING SAND GEOHEX PLASTIC GRID TURF CELLS FILLED WITH SITE WON MATERIAL (TYP) ADBRI MASONARY 'TURFSTONE' 5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO
APPROVAL OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.
MARY RIVER SAND AND COVERED WITH TURF. TRACKS FILLED WITH MARY RIVER COMMENCEMENT OF EARTHWORKS.
100mm TYPE 2.3 SUBBASE FOUNDATION INSTALLED IN ACCORDANCE WITH 75mm TYPE 2.3 SUBBASE FOUNDATION SAND & COVERED WITH TURF. 11. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO
6. EARTHWORKS SHALL BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
J:\2020\20563SD1_Bates Road, Como - Subdivision\4.CADD\#ACAD\20563_CIVIL.dwg
MANUFACTURER'S SPECIFICATION. INSTALLED IN ACCORDANCE WITH THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
MANUFACTURER'S SPECIFICATION.
TOPSOIL:
SURVEY
NOT FOR CONSTRUCTION
TYPE SECTION 1 : START TO CH 325 TYPE SECTION 2 : CH 325 TO END 1. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).
1. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND
SEVERELY ROOT AFFECTED AREAS MUST BE REMOVED.
SCALE 1:25 SCALE 1:25 2. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with ABOUT TIME HOLDINGS P/L 299 & 619 BATES RD, COMO QLD 4571 PROPOSED ACCESS WORKS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's JF DR LOTS 9 & 10 ON RP15022 GENERAL ARRANGEMENT, DETAILS & Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION L9 & L10 RP15022 LONGITUDINAL SECTION 20563-C001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 02.09.2020 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL20/0006 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 02.09.2020 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 1 of 2 A
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