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S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
CONCRETE NOTES: PAVEMENT PREPARATION NOTES:
STOP MESH 75mm
225mm 225mm
SHORT OF JOINT 28mm DIA. 450mm LONG GRADE
1. ALL CONCRETE SUPPLY AND WORK SHALL MEET THE REQUIREMENTS OF 1. MATERIAL EXCAVATED FROM CUT AREAS SHALL NOT BE USED AS FILLING FOR
250R STEEL BARS AT 300 CTRS 5mm
2.4m-2.5m AS3600. ROADS WITHOUT THE SUPERINTENDENTS APPROVAL.
AS INDICATED 2. CONCRETE GRADE SHALL BE N32. 2. SELECT FILL UNDER PAVEMENT TO BE PLACED AND COMPACTED IN 200mm
3. AGGREGATE FOR CONCRETE SHALL BE CLEAN AND FREE OF CLAY PARTICLES. DEEP LOOSE LAYERS TO SPECIFIED COMPACTION.
4. NO ADMIXTURES TO THE CONCRETE SHALL BE PERMITTED WITHOUT THE 3. ALL WORKS ARE TO BE GRADED TO PROVIDE DRAINAGE DURING
ROADSEAL SL OR APPROVED EQUIVALENT JOINT
SEALENT RECESSED 3mm BELOW SURFACE LEVEL PRIOR APPROVAL OF THE SUPERINTENDENT. CONSTRUCTION.
35mm
5. COMPLIANCE OF CONCRETE SUPPLY SHALL BE IN ACCORDANCE WITH THE 4. MIN. DEPTH OF COURSES TO PAVEMENTS ARE DETAILED ON CROSS SECTIONS.
REQUIREMENTS OF SECTION 20 OF AS3600. ACTUAL PAVEMENT DEPTHS ARE TO BE DETERMINED FOLLOWING SOAKED CBR
5.400
REFER DETAIL B 6. CONCRETE SURFACE SHALL BE BROOM FINISHED. TESTS ON SUBGRADE.
CLOSED CELL POLYETHYLENE 100mm NOM HIGH WHEELSTOP 7. CONCRETE SHALL NOT BE PLACED WHEN HOT DRY WIND CONDITIONS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT
BACKING ROD IN ACCORDANCE WITH AS2890.1 PREVAIL. AUTHORITIES BEFORE COMMENCING WORK, FOR LOCATIONS OF SERVICES &
DOWEL JOINT (DJ) 6mm SAW CUT PLACED CENTRALLY 8. CONCRETE PLACED IN TEMPERATURES OVER 25 CENTIGRADE SHALL FOR REPAIR OF ANY DAMAGED SERVICES AS A RESULT OF THE WORK.
1.100
IMMEDIATELY AFTER PLACEMENT BE COATED WITH AN EVAPORATION 6. ALL WORK SHALL BE CARRIED OUT IN STRICT ACCORDANCE WITH THE
NTS
DETAIL A RETARDANT AND/OR CURING OIL APPROVED BY THE ARCHITECT. RELEVANT LOCAL AUTHORITY REQUIREMENTS.
NTS 9. CONCRETE PAVEMENTS SHALL BE JOINTED AS DETAILED ON THE DRAWINGS. 7. SIDE DRAINS ARE TO BE CONSTRUCTED UNDER ALL EXTERNAL KERB &
EDGE OF KERB ALL SHRINKAGE CRACK CONTROL JOINTS SHALL BE SAWN WITHIN 24 HOURS CHANNEL IN ACCORDANCE WITH CURRENT BCC STANDARDS.
OF CONCRETE PLACEMENT. ALL JOINTS SHALL BE SEALED WITH A PURPOSE 8. REFER TO LOCAL AUTHORITY SPECIFICATIONS FOR COMPACTION
WHEELSTOP ARRANGEMENT DETAILS MADE PROPRIETARY SEALANT. JOINT SEALANT SHALL BE INSTALLED REQUIREMENTS AND TESTING FREQUENCIES.
SCALE 1:100 STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 9. REFER TO LOCAL AUTHORITY SPECIFICATIONS FOR TRENCH BACKFILL
20mm
5mm
10. CONCRETE SHALL BE FULLY COMPACTED BEFORE SCREEDING WITH REQUIREMENTS IN ROADS.
PARTICULAR CARE TAKEN AT EACH EXPANSION JOINT.
11. JOINT PREPARATION - BEFORE FRESH CONCRETE IS PLACED AT A
APPROVED MASTIC SEALANT
CONSTRUCTION JOINT ROUGHEN AND CLEAN THE HARDENED CONCRETE PAVEMENT CONSTRUCTION NOTES:
10mm
(SIKAFLEX ROAD SEAL OR APPROVED EQUAL)
SURFACE OF THE JOINT SO THAT ALL LOOSE OR SOFT FREE WATER, FOREIGN
150mm
REFER DETAIL A BOND BREAKER MATTER IS REMOVED. ALL JOINTS HOWEVER MADE SHALL BE PROVIDED
R20mm 1. UNBOUND, SOFT OR OTHERWISE DELETERIOUS MATERIAL AT SUBGRADE SHALL
SAW CUT JOINTS WITHIN 6 HOURS WITH A GROOVE TO ACCOMMODATE SEALING MATERIAL. BE EXCAVATED AND REPLACED WITH IMPORTED MATERIAL WITH A MINIMUM
Y12 TRIMMER
CUT 200mm LONG PIECE OUT OF CASTING SLAB BACKING ROD 12. DIMENSIONAL TOLERANCES.
R10 @ 400mm CTRS CBR 10%.
200mm
OF EVERY SECOND WIRE
MAX.
LENGTH SLAB (UP TO 18m): +or- 6mm 2. MATERIAL EXCAVATED FROM CUT AREAS SHALL NOT BE USED AS FILLING
REFER LANDSCAPE ARCHITECT
FILLER DETAIL FOR GARDEN BED AREA WIDTH SLAB: +or- 6mm WITHOUT THE CERTIFYING ENGINEERS APPROVAL.
THICKNESS SLAB: + 10mm - 3mm 3. SELECT FILL UNDER PAVEMENT TO BE PLACED AND COMPACTED IN 200mm
13. CURING. DURING THE CURING PERIOD MAINTAIN THE CONCRETE AT A MAXIMUM LOOSE THICKNESS LAYERS TO 95% MODIFIED COMPACTION.
REASONABLY CONSTANT TEMPERATURE, NOT EXCESSIVELY HOT OR COLD, 4. ALL COMPACTION TO BE SUBJECTED TO TESTING IN ACCORDANCE WITH THE
TO MINIMISE MOISTURE LOSS, BY A SUITABLE METHOD WHICH MAY INCLUDE:
REFER TO STRUCTURAL
RELEVANT S.A.A. CODE.
ENGINEER'S DRAWINGS
- PONDING OR CONTINUOUS SPRINKLING WITH WATER (MOIST CURING)
DETAIL B - AN IMPERMEABLE CLEAR MEMBRANE, TAPED AT JOINS AND SEALED
5. ALL WORKS ARE TO BE GRADED TO PROVIDE DRAINAGE DURING
CONSTRUCTION.
NTS NOTE: CONTINUE AT THE EDGES 6. SUBGRADE IS TO BE COMPACTED AT OPTIMUM MOISTURE CONTENT TO ACHIEVE
SAW CUT JOINT (SJ) CONSTRUCTION JOINT IN SLAB - AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET 98% STANDARD FOR THE TOP 300mm & 95% STANDARD BELOW THE TOP
NTS THROUGH INTEGRAL KERB - AN APPROVED CURING COMPOUND (SUBMIT DETAILS FOR APPROVAL 300mm.
PRIOR TO CONCRETING OPERATIONS TAKING PLACE, APPLIED IN 7. ALL TRENCHES IN ROADWAYS ARE TO BE BACKFILLED TO BOX LEVEL USING
8mm
7mm
INTEGRAL KERB DETAIL ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. APPROVED MATERIAL WITH A MINIMUM CBR 15. THIS BACKFILL SHALL BE
TRIMMERS ARE NOT TO EXTEND
(IK) CURING PERIOD: CURE CONTINUOUSLY UNTIL THE CUMULATIVE NUMBER OF
PLACED IN LAYERS NOT EXCEEDING 300mm LOOSE AND COMPACTED UNTIL THE
DRY DENSITY IS NOT LESS THAN 95% OF THE MATERIALS DRY DENSITY
ACROSS PROPOSED JOINTS. SCALE 1:10
DAYS OR FRACTIONS THEREOF (NOT NECESSARILY CONSECUTIVE) DURING (MODIFIED COMPACTION). COMPACTION TESTS ARE TO BE CARRIED OUT IN EACH
SILICONE SEALANT WHICH THE AIR TEMPERATURE IN CONTACT WITH THE CONCRETE IS ABOVE LAYER OF BACKFILL, ONE TEST EVERY 50m OR PART THEREOF. ONE IN FIVE
DEBONDING STRIP 10°, TOTALS NOT LESS THAN 7 DAYS. TESTS TO BE LOCATED BESIDE A MANHOLE OR GULLY.
7mm
NOTE: 8. SIDE DRAINS SHALL CONNECT TO A FREE DRAINAGE OUTLET SUCH AS
2-N12 2.0m LONG TRIMMERS TO RE-ENTRANT REFER TO STRUCTURAL ENGINEER STORMWATER GULLY, KERB AND CHANNEL OR GROUND.
CORNERS, PITS, COLUMNS AND THE LIKE. JOINT FILLER DETAILS FOR SUSPENDED CARPARK
DESIGN.
ROADWORKS GENERAL NOTES:
1 LAYER N32 SL82 MESH 50mm TOP COVER
1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. JOINT NOTES
TRIMMER BAR DETAIL (TB)
180mm
2. ALL LEVELS ARE TO THE LIP OF KERB AND CHANNEL.
NTS 3. ROAD WIDTH DIMENSIONS REFER TO NOMINAL KERB LINE. 1. ALL DOWELS TO BE CONSTRUCTED AT MINIMUM SPACING SPECIFIED.
DETAIL C UNBOUND GRANULAR SUB-BASE
4. CO-ORDINATES FOR KERB/KERB & CHANNEL REFER TO NOMINAL KERB 2. DOWELS TO BE CONSTRUCTED PERPENDICULAR TO JOINT.
NTS
150mm
CONSISTING OF CLASS 1 LINE/LIP OF CHANNEL RESPECTIVELY. 3. CONTRACTOR TO ENSURE MINIMUM 50mm COVER TO OUTER MOST REINFORCING
GRANULAR MATERIAL 5. TOPSOIL IS TO BE STRIPPED AND REPLACED ON ALL DISTURBED BAR.
EARTHWORKS AREAS WITHIN FOOTPATH AREA. EXCESS TOPSOIL SHALL 4. REFER SITE CONDITIONS FOR LOCATIONS OF ISOLATION JOINTS (IJ's)
BE DISPOSED OFF-SITE. 5. SPACING OF DOWEL JOINTS (CONCRETE POURS) TO BE NO GREATER THAN
STOP MESH 75mm SHORT OF CONNECTION
6. ALL TEMPORARY AND PERMANENT SIGNAGE AND LINEMARKING TO BE IN 24.00m
PROPOSED CONCRETE REFER DETAIL C
ACCORDANCE WITH MAIN ROADS STANDARDS (MANUAL OF UNIFORM 6. SAWN JOINTS TO BE EVENLY SPACED IN BETWEEN CONCRETE POURS AT
CONCRETE STRUCTURE TOP 150mm OF SUBGRADE TO BE COMPACTED TO TRAFFIC CONTROL DEVICES). NOMINAL 6.00m - 7.00m SPACINGS.
SL92 STEEL MESH 50mm TOP COVER
100% STD COMPACTION AS PER AS3798
7. ALL DIMENSIONS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES. 7. CONTRACTOR TO PROVIDE TRIMMER BARS TO ALL SERVICES PITS,
TRAFFICABLE CONCRETE 8. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING. RE-ENTRANT CORNERS, AND AS DIRECTED ON-SITE.
9. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED
PAVEMENT DETAIL TO ENSURE SAFE PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE
SCALE 1:10 WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY.
ASSUMED CBR 5% 10. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
S.A.A. CODES & BY-LAWS AND ORDINANCES OF THE RELEVANT LOCAL
SUBGRADE NOTE: AUTHORITY AND WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
ISOLATION JOINT SAFETY FENCE TO BE FIXED TO TOP OF SUBGRADE TO BE TEST ROLLED PER AS 3798
PRIOR TO CONSTRUCTING PAVEMENT LAYERS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT
NTS RETAINING WALL. TYPE TO BE AUTHORITIES AND PAYING ALL FEES NECESSARY BEFORE COMMENCING
NOT FOR CONSTRUCTION
BOUNDARY
PROPERTY
CONFIRMED BY SUPERINTENDENT.
WORK, FOR LOCATING ALL EXISTING SERVICES AND FOR REPAIR OF ANY
PROPOSED CARPARK. REFER SERVICES DAMAGED AS A RESULT OF THE WORKS.
STRUCTURAL ENGINEERS DRAWING 12. DAMAGED FOOTPATHS AND PRIVATE PROPERTY SHALL BE REINSTATED
FOR SUSPENDED CARPARK DESIGN.
SAFETY FENCE. TYPE AND FIXING TO THEIR ORIGINAL CONDITION.
PROPOSED INTEGRAL KERB (IK).
LOCATION TO BE CONFIRMED BY 13. CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE LEVELS, COVER
SUPERINTENDENT. EXISTING
OVER DRAINAGE LINES, AND MINIMUM FALLS ARE CORRECT & OBTAINABLE
SURFACE
PRIOR TO COMMENCEMENT OF WORK. WORKPLACE HEALTH AND SAFETY NOTE:
PROPOSED INTEGRAL 14. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
STRUCTURAL ENGINEERS DRAWING KERB (IK). WORKPLACE HEALTH AND SAFETY ACT 2011. ALL WORK IS TO BE CARRIED REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
FOR SUSPENDED CARPARK DESIGN. OUT IN ACCORDANCE WITH THIS ACT AND IN PARTICULAR THE CONTRACTOR CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
PROPOSED CARPARK PROPOSED
EXISTING SURFACE IS TO ENSURE THE REQUIREMENTS OF THIS SPECIFICATION WITH REGARD TO SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
SURFACE PROPOSED RETAINING WALL. REFER TO
STRUCTURAL DRAWINGS FOR DETAIL. 'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT' ARE FULFILLED.
15. ALL MANHOLE AND GULLIES DEEPER THAN 1.200m SHALL BE FITTED WITH DIAL BEFORE YOU DIG:
STEP IRONS. REFER TO STANDARD DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
16. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCEMENT OF WORK. ALL EXISTING SERVICES AND ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
STRUCTURES ARE TO BE MAINTAINED IN GOOD ORDER FOR THE DURATION BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
BASEMENT LEVEL FFL 8.050 OF THE CONTRACT. ANY COST ASSOCIATED WITH REPAIRING DAMAGE TO
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR. EXISTING SERVICES NOTE:
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
SECTION B SECTION A RESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.
SCALE 1:50 0 2 4 6m
SCALE 1:50 CR01 SCALE 1:100 (A1)
REAL PROPERTY DESCRIPTION
CR01 LOT 59 ON RP228906
© MILANOVIC NEALE CONSULTING ENGINEERS
(SCALE BEFORE REDUCTION)
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
STORE LOCAL - NOOSAVILLE CHECKED APPROVED
STORELOCAL PTY LTD ROADWORKS NOTES AND DETAILS DH
BRISBANE IPSWICH
STAGE 3 DRAWING No. REV.
SYDNEY GOLD COAST
PH No. (07) 3255 1877 PH No. (07) 3281 6603 PH No. 1300 827 901 PH No. 1300 827 901 S12884 - CR04 B
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