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Approved Plans MCU18/0120, RAL18/0013, OPW18/0197
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DATE PLOTTED: 5 June 2018 10:26 AM BY : MARK TABER
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TAYLOR COURT COOROY NOOSA COUNCIL
APPROVED PLAN
MCU18/0120 RAL18/0013 OPW18/0197
21 NOV 2018
PROPOSED VEHICLE ACCESS
ENGINEERING WORKS
GENERAL NOTES: EARTHWORKS NOTES:
SCHEDULE OF DRAWINGS G.1. ALL ELEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN EW.1. EARTHWORKS SHALL BE IN ACCORDANCE WITH JOB SPECIFICATIONS AND AS 3798-2007
DRAWING No. DESCRIPTION STANDARDS, COUNCIL DEVELOPMENT GUIDELINES AND IPWEA STANDARD DRAWINGS. ('GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS').
250660-CI-001 TITLE SHEET AND DRAWING SHEDULE G.2. ALL PRODUCTS AND MATERIALS TO BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY EW.2. FILL SHALL BE PLACED AND COMPACTED TO THE FOLLOWING STANDARDS:
SPECIFICATIONS (I) COHESIVE MATERIALS:- ALLOTMENT FILL SHALL ACHIEVE A MINIMUM DRY DENSITY
250660-CI-002 SITE PLAN
G.3. WHERE PROVIDED, THE ACCOMPANYING BILLS OF QUANTITIES SHALL ONLY SERVE AS A RATIO (M.D.D.R.) OF 95% STANDARD. COMMERCIAL ALLOTMENT FILL SHALL ACHIEVE A 98%
250660-CI-003 LAYOUT PLAN
SUPPLEMENT FOR PRICING PURPOSES. THE CONTRACTOR SHALL ALLOW FOR ALL WORKS STANDARD. DENSITY RATIO (M.D.D.R.)
250660-CI-004 DETAIL PLAN - SHEET 1 REQUIRED TO COMPLY WITH THE DRAWINGS. THIS INCLUDES ANY TEMPORARY, ROAD EMBANKMENTS SHALL ACHIEVE THE FOLLOWING MINIMUM STANDARDS.
250660-CI-005 DETAIL PLAN - SHEET 2 INTERMEDIATE OR PROTECTIVE WORKS REQUIRED TO FACILITATE FINAL CONSTRUCTION. (A) GREATER THAN OR EQUAL TO 0.3m BELOW PAVEMENT SUBGRADE: 95% STD.
250660-CI-006 PAVEMENT JOINTING PLAN G.4. ALL SERVICES WITHIN THE WORKS AREA TO BE IDENTIFIED, DESIGNATED AND DEACTIVATED, M.D.D.R.
250660-CI-007 PAVEMENT JOINTING DETAILS WHERE PRACTICAL (B) LESS THAN 0.3m BELOW PAVEMENT SUBGRADE: 100% STD. M.D.D.R.
250660-CI-010 VEHICLE TURN PATHS G.5. SERVICES SHOWN ON THESE PLANS ARE ONLY THOSE EVIDENT AT THE TIME OF SURVEY, (II) NON COHESIVE MATERIALS:- FILL SHALL ACHIEVE A MINIMUM DENSITY INDEX RATIO OF
FROM AS CONSTRUCTED SURVEY AND FROM 'DIAL BEFORE YOU DIG' SEARCHES. THERE MAY 75%.
BE MORE SERVICES NOT SHOWN ON THESE DRAWINGS. EW.3. GEOTECHNICAL CERTIFICATION SHALL BE 'LEVEL 1' AS PER AS.3798.
G.6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE RELEVANT SERVICE EW.4. ALL ALLOTMENTS TO FALL TO ROADWAY WITH A MINIMUM GRADE OF 1%.
UTILITY PROVIDERS TO CONFIRM THE LOCATION OF ALL EXISTING SERVICES PRIOR TO EW.5. EXCESS SPOIL TO BE TRANSPORTED TO A LOCATION CONFIRMED BY SUPERINTENDENT.
COMMENCEMENT OF WORKS. EW.6. PRELIMINARY INVESTIGATION INTO ROAD CORRIDORS. TEST PIT EXCAVATION WITHIN NEW
G.7. ANY DAMAGE TO SERVICES SHALL BE REPAIRED BY THE CONTRACTOR OR THE RELEVANT ROAD CARRIAGEWAYS SHALL BE UNDERTAKEN TO INVESTIGATE SUBGRADE MATERIALS,
AUTHORITY AT THE CONTRACTOR'S EXPENSE. PRIOR TO IMPORT OF ANY FILL TO IDENTIFY.
EROSION AND SEDIMENT CONTROL NOTES:
G.8. THIS PROJECT HAS BEEN DESIGNED GDA94 (MGA56) AS SUPPLIED BY AAM SURVEY.
- THE SITE IS TO BE MANAGED AND STAGED TO KEEP THE EROSION RISK G.9. ALL SETOUT DATA TO BE SUPPLIED ELECTRONICALLY.
POTENTIAL AS LOW AS PRACTICAL AT ALL TIMES. IT IS THE CONTRACTORS CONCRETE NOTES:
RESPONSIBILITY TO ENSURE THAT THE GENERAL ENVIRONMENTAL DUTY, C.1. NON-VEHICULAR PATHS ONLY MAY USE DANLEY 'EXPANDA' JOINT SYSTEMS
SITE OF WORKS CONCRETE PAVEMENTS <1X10^6 ESA TO BE DETAILED IN ACCORDANCE WITH CPAA RESIDENTIAL
AS DEFINED IN THE ACT, IS OBSERVED FOR THE DURATION OF THE WORKS. ROADWORKS AND INTERSECTION NOTES: STREETS / AUSTROADS LIGHT TRAFFIC DESIGN GUIDES.
- ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED IN R.1. FOR DETAILS OF KERBS AND CHANNELS REFER TO IPWEA STANDARD DRAWING RS-080. C.2. CONCRETE PAVEMENTS ≥ 1X10^6 ESA TO BE DETAILED IN ACCORDANCE WITH NSW TRANSPORT
ACCORDANCE WITH I.E. AUST. SOIL EROSION AND SEDIMENT CONTROL R.2. ALL CO-ORDINATE SETOUT POINTS OF KERB AND CHANNEL ARE TO THE LIP LINE AND ROADS AND MARITIME SERVICES (RTA) STANDARD DRAWINGS (JRCP AND SFCP SERIES) AND
MANUAL, NSC MANUAL FOR EROSION AND SEDIMENT CONTROL, IECA BEST NOMINATED LEVELS ARE LIP LEVELS. RESPECTIVE SPECIFICAITONS (AS REFERENCED IN AUSTROADS AGPT02 - STRUCTURAL DESIGN).
PRACTICE EROSION AND SEDIMENT CONTROL AS DETAILED ON THIS PLAN, R.3. ROOFWATER PIPES UP TO 225 DIA. ARE UPVC, S.W. UNLESS NOTED OTHERWISE. ANY DISCREPENCY BETWEEN THE TRMS (RTA) STANDARDS & THE PROJECT SPECIFICATION IS TO
STORMWATER PIPES BETWEEN 300 AND 600 DIA. ARE R.C.P. CLASS 3, R.R.J. BE BROUGHT TO THE ATTENTION OF THE DEISGN ENGINEER.
OR AS REQUIRED FOR COMPLIANCE WITH THE REQUIREMENTS OF THE
STORMWATER PIPES 675 DIA. AND OVER ARE R.C.P. CLASS 2, R.R.J. C.3. GRANULAR SUB-BASE UNDER CONCRETE TO BE CRUSHED ROCK, ROADBASE OR APPROVED
ENVIRONMENTAL MANAGEMENT PLAN
R.4. FOR RESIDENTIAL AND COMMERCIAL DRIVEWAY CROSSOVERS, REFER TO IPWEA ALTERNATIVE (CBR15 MIN.) FOR VEHICLE PAVEMENTS. 'CRUSHER DUST' TO BE USED UNDER
STANDARD DRAWINGS RS-050 AND RS-051. PATHS AND NON TRAFFICABLE CONCRETE TO PROVIDE DETAILED SHAPE AND FALLS TO
LOCALITY PLAN R.5. PROVIDE KERB RAMPS WHERE SHOWN. REFER TO IPWEA STANDARD DRAWINGS CONCRETE PAVEMENTS AS NECESSARY.
SCALE A1 - N.T.S. RS-090 TO R-094. C.4. GRANULAR SUB-BASE SHALL BE COMPACTED AS SPECIFIED, TO A UNIFORMLY SMOOTH, FLAT
A3 - N.T.S. R.6. FOR DETAILS OF CONCRETE FOOTPATHS, REFER TO IPWEA STANDARD DRAWING SURFACE TO THE SATISFACTION OF THE SUPERINTENDENT PRIOR TO CONCRETE PLACEMENT.
RS-065. C.5. ARCHITECTURAL FINIHSES TO VEHICULAR PAVEMENT SHALL NOT COMPROMISE THE NOMINATED
R.7. REFER TO ELECTRICAL CONTRACTOR'S DRAWINGS FOR ELECTRICAL CONDUIT AGGREGATE SIZE (20mm), LIMIT THE EFFECTIVENESS OF LINEMARKING OR COMPROMISE SKID
ENERGY SERVICE PROVIDERS LOCATIONS. RESISTANCE. FULL DEPTH COLOUR TREATMENTS AND BROOM FINISHES ARE GENERALLY
ACCEPTABLE. ANY OTHER TREATMENTS MUST BE APPROVED PRIOR TO USE.
AGL C.6. ALL SERVICE COVERS WITHIN SHARED / BICYCLE PAVEMENTS TO BE INFILL TYPE, WHERE
ERGON.
ENERGY
energex PAVEMENT NOTES: POSSIBLE, TO MINIMISE SLIP HAZARD. CONCRETE INFILL COVERS ARE NOT ACCEPTABLE FOR
origin P.1. ALL PAVEMENT DEPTHS SHALL BE CONFIRMED BY SUBGRADE TESTING PRIOR TO UNITYWATER ASSETS.
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM CONSTRUCTION, IN ACCORDANCE WITH IN ACCORDANCE WITH THE SPECIFICATION. C.7. FIXED INTERNAL PENETRATIONS AND EDGES ABUTTING STRUCTURES TO BE ISOLATED WITH A
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED IN-SITU DCP SAMPLES TO USE DTMR METHOD Q114B. 10mm FLEXIBLE (ABLEFLEX) JOINT. VALVE COVERS AND OTHER 'FLOATING' SERVICES MAY BE
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
P.2. IN CUT, MINIMUM TREATMENTS FOR CBRS LOWER THAN 3% ARE AS FOLLOWS; (EITHER DIG CAST DIRECLTY INTO THE SLAB.
AND REPLACE OR ADD BELOW LOWER SUB-BASE) C.8. ALL INTERNAL CORNERS AND PENETRATIONS REQUIRE 2X PARALLEL N12 TRIMMERS (900mm
BEFORE YOU DIG P2.1. CBR 2 = +200mm ROCKFILL OR CBR10 FILL LONG) ACROSS EACH CORNER TO CONTROL CRACKING, UNLESS ALIGNED WITH AN APPROPRIATE
SERVICE LOCATIONS TELECOMMUNICATIONS P2.2 CBR 1 = +400mm ROCKFILL OR CBR10 FILL. FORMED OR INDUCED JOINT.
It is the responsibility of the Foreman to SERVICE PROVIDERS P.3. ALL ASPHALT SHALL BE UNDERLAIN WITH A SEAL AS FOLLOWS; C.9. FOR SLABS ≤100mm THICK, SUFFICIENT COMPACTION IS ACHIEVED THOUGH SCREEDING
contact the relevant service authorities P.3.1.1. MINOR ROADS (ESA's <1.0x106) 7mm EMULSION PRIMER-SEAL. PROCESS. FOR >100mm THICK AN IMMERSION VIBRATOR MUST BE USED TO ADEQUATELY DISPEL
' yes' Telstra visionstream
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-001 TITLE SHEET.dwg
to ascertain the exact location of OPTUS P.3.1.2. MAJOR ROADS (ESA's ≥1.0x106) AMC00 PRIME AND 10mm C170 SEAL. ENTRAINED AIR
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-HR Design Logo
services prior to construction. P.4. WHERE STENCIL PRINT/STAMPED AC FINISH IS TO BE CONSTRUCTED, USE AN ADDITIONAL C.10. SURFACE SHALL BE TREATED WITH A MOISTURE EVAPORATION RETARDANT (ALIPHATIC ALCOHOL)
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
10mm DENSE GRADED AC ON TOP OF THE SPECIFIED AC SURFACING DEPTH AND SUB-BASE AFTER SCREEDING AND PRIOR TO FLOATING.
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
Manual of Uniform Traffic Control Devices PRIOR TO START OF CONSTRUCTION. PHONE DBYD ADJUSTED TO MAINTAIN OVERALL PAVEMENT THICKNESS. C.11. AN ADDITIONAL CURING COMPOUND MUST BE APPLIED OVER FINISHED WORKS. THE PRODUCT
SERVICE LOCATIONS ON 1100 FOR DETAILS. P.5. FINAL SURFACING DESIGN TO BE PROVIDED FOR APPROVAL BY THE SUPERINTENDENT. MUST BE APPROPRIATE FOR THE NOMINATED ARCHITECTURAL FINISH AND APPLIED IN
DESIGNS NOMINATED ON THE PROJECT DRAWINGS TO BE ADJUSTED TO SUIT SITE ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS
PLEASE CONTACT THE NSC'S C.12. LMC SUB-BASE TO BE CURED BY THE APPLICATION OF A WAX EMULSION HYDROCARBON RESIN.
CONDITIONS.
ARBORIST PRIOR TO ANY C.13. CONCRETE CUTTING SHALL BE UNDERTAKEN WITHIN 8 HOURS OF PLACEMENT. A SOFF-CUT SAW
NOTE: ALL SIGNS & LINE MARKING TO BE IN P.6. CLEAN OUT PITS SHALL BE PROVIDED TO BLIND ENDS OF 100mm DIA. SUBSURFACE
CONSTRUCTION FOR ADVICE ON TREE IS RECOMMENDED TO ENSURE CORRECT DEPTH OF CUTS, MINIMISE SPALLING AT ARRISES AND
DRAINAGE PIPES IN ACCORDANCE WITH IPWEA STANDARD DRAWING NO RS-140.
ACCORDANCE WITH THE MANUAL OF ROOT PROTECTION IN THE VICINITY PERMIT CUTTING WITHIN THE APPROPRIATE TIME.
UNIFORM TRAFFIC CONTROL DEVICES. OF THE WORKS TO BE CARRIED OUT. C.14. FINISHED SURFACE SHALL NOT BE TRAFFICKED EARLIER THAN 10 DAYS AFTER PLACEMENT.
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
This document is produced by Cardno Limited solely for the
A.R.
Designed
6/06/2018
Date
FOR APPROVAL
benefit of and use by the client in accordance with the PROPOSED VEHICLE ACCESS NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
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D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au TITLE SHEET AND DRAWING SHEDULE 250660-CI-001 1
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