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20651_20210302 - C1000 - C1100_[A]
Attached to the e-mail Operational Works Application OPW21/0063 - Cover letter - DA Form 1 - Plans - Correspondence with Unitywater - 16 Myles Street Cooroy.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
SURVEY EROSION & SEDIMENT CONTROL 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY MAX WATTERSON & ASSOCIATES. OBJECTIVES: TRENCHES AND STRUCTURES.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. MAINTENANCE PERIOD.
3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE. 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
MANAGEMENT PRINCIPLES: PARTIES.
EXISTING SERVICES
4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL
EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION BLOCKAGES.
BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES.
(IECA). THE BASIC PRINCIPLES ARE TO:
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR ● MINIMISE THE AREA OF DISTURBANCE;
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; SUBSOIL DRAINAGE
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. ● MINIMISE EROSION; 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
SITE 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING
● MINIMISE SEDIMENTATION;
● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE. 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
WORKS.
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
CONSTRUCTION PRE-START MEETING: 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
APPROPRIATE AUTHORITIES.
5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE
AS:
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS.
● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
● REQUIRED WATER QUALITY OBJECTIVES;
SITE ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; CONCRETE
CLEARING, GRUBBING AND DISPOSAL ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; 1. CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600 CONCRETE STRUCTURES.
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND 2. CONCRETE SHALL BE BATCHED USING BLENDED CEMENT: 25% FLYASH & 75% PORTLAND CEMENT. ANY ALTERNATIVE
● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION PROPORTIONS SHALL BE SUBMITTED FOR APPROVAL.
OF THESE CONTROL MEASURES. 3. CONCRETE TEMPERATURE AT PLACEMENT;
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. SITE INSPECTION AND MONITORING: ● NO CONCRETE SHALL BE PLACED IF THE TEMP OF THE CONCRETE IS LESS THAN 10°C OR EXCEEDS 35°C.
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. 6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF ● CONCRETE SHALL BE PLACED AND COMPACTED WITHIN 1 HOUR OF CHARGING THE MIXER FOR CONCRETE
CONTROL MEASURES (E.G. SITE FOREMAN). TEMPERATURES UP TO 32°C & WITHIN 45 MINUTES OF CHARGING THE MIXER FOR CONCRETE TEMPERATURES
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. UP TO 35°C.
16 MYLES STREET, TEWANTIN 5.
6.
CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.
A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
● AT LEAST DAILY WHEN RAIN IS OCCURRING;
● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
4.
5.
ALL CONCRETE SHALL BE VIBRATED UNO.
PROVIDE 20mm FILLETS OR CHAMFERS FOR EXPOSED CONCRETE EDGES HAVING CONTAINED ANGLE OF LESS THAN
URBAN DRIVEWAY 7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL; 120° UNO
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● WITHIN 18 HOURS OF A RAINFALL EVENT.
6. SUPPORT REINFORCEMENT ON PLASTIC CHAIRS AND SPACERS TO GIVE CORRECT CONCRETE COVER.
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW WHERE PLASTIC CHAIRS ARE TO BE TEMPORARILY SUPPORTED BY SOIL:
LOCAL AUTHORITY. CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION. ● FOR MESH REINFORCEMENT, PROVIDE 'PIE PLATE' SUPPORT UNDER EACH CHAIR OR POUR 50mm MINIMUM
CIVIL ENGINEERING DRAWINGS 9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES. BLINDING CONCRETE
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. 10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE 7. POUR JOINTS
for J. WHITE MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS. ● SCABBLE THE FACE OF POUR JOINTS AND CLEAN OFF DUST AND CONTAMINANTS BEFORE NEW POUR
● COAT FACE WITH BONDING AGENT
11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY
CORRECTIVE ACTIONS TAKEN. 8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS AND WITH AS3600 CONCRETE
EARTHWORKS / EXCAVATION
STRUCTURES;
GENERAL: PERFORMANCE CRITERIA:
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. ● CRACKS IN CONCRETE (90 DAYS AFTER PLACEMENT) SHOULD NOT EXCEED 0.3mm AT THE SURFACE.
DRAWING INDEX 2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE ROAD PAVEMENT CONCRETE WITH CRACKS EXCEEDING LIMIT SHALL BE REPAIRED.
OBTAIN SUPERINTENDENT APPROVAL FOR REPAIR METHODS PREFERRED CURING METHOD.
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN GENERAL:
● WHILST PLACING, SPRAY CONCRETE WITH ALIPHATIC ALCOHOL AFTER FIRST SCREED & AGAIN DURING
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE 1. ASPHALT PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS30. FINISHING WORKS:
DRG NO REVISION DRAWING TITLE ENGINEER.
2. WHERE APPLICABLE, THE ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB AND CHANNEL FOLLOWING EDGE ● COMMENCE CURING TOP SURFACE OF SLABS ONCE FINISHING OPERATIONS COMPLETE.
3. STOCKPILES SHALL BE COVERED WITH TARPS. COMMENCE CURING ALL OTHER SURFACES WITHIN 1 HR OF STRIPPING FORMWORK.
20651-C1000 B LOCALITY PLAN, DRAWING INDEX & GENERAL NOTES PLANING.
4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. ● CURE FOR 7 DAYS MINIMUM.
3. UNBOUND PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS05.
20651-C1100 B GENERAL ARRANGEMENT, CROSS SECTIONS & DETAILS 5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 4. BASE COURSE AND SUB BASE TO BE STEPPED, AT JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT, IN
EARTHWORKS. ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-170.
B 6. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. REINFORCEMENT
5. ALL PAVING OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION PROCEDURES AND TESTING
REQUIREMENTS SHALL BE IN ACCORDANCE WITH TMR STANDARDS AND SPECIFICATIONS. 1. REINFORCEMENT SHALL CONFORM WITH TMR MRTS71 'REINFORCEMENT STEEL' .
STANDARD DRAWINGS TOPSOIL: 2. ALL REINFORCEMENT SHALL BE ACRS (AUSTRALIAN CERTIFICATION AUTHORITY FOR REINFORCING STEEL) CERTIFIED.
7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY EXISTING PAVEMENT: 3. REINFORCEMENT SHALL BE 'N' GRADE D500N HOT ROLLED HIGH YIELD BARS TO AS 4671. U.N.O.
NOOSA SHIRE COUNCIL / INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA, QLD (IPWEAQ) ROOT AFFECTED AREAS MUST BE REMOVED.
6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS WHERE 'R' BARS ARE SPECIFIED, THESE SHALL BE ROUND BARS GRADE R250N.
RS-049 DRIVEWAYS, RESIDENTIAL DRIVEWAYS, PLAN 1 OF 2 8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR PER STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF 4. BAR SHAPES SHALL BE PER TMR STANDARD DRAWING 1043, U.N.O. HOOKS AND COGS SHALL BE DETAILED PER TMR
RS-050 DRIVEWAYS, RESIDENTIAL DRIVEWAYS, PLAN 2 OF 2 DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. THIS PROCEDURE. STANDARD DRAWING 1044.
7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO 5. DO NOT CUT REINFORCEMENT TO CLEAR PENETRATIONS, SLEEVES OR H.D BOLTS. DISPLACE REINFORCEMENT
SUBSOILS: APPLICATION OF SEAL. SLIGHTLY AS NECESSARY AND PROVIDE CORRECT COVER TO THE PENETRATIONS, SLEEVES OR H.D BOLTS.
9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE 8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT 6. REINFORCEMENT LAP SPLICE LENGTHS (mm) UNO ON DRAWINGS.
GENERAL NOTES
THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. WITH A MINIMUM THICKNESS OF 100mm.
1. DO NOT SCALE DRAWINGS. D500N BAR DIAMETER (mm)
9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE BAR LOCATION 12 16 20 24 28 32
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING.
SUBGRADES: AFFECTED AREA. LAP LENGTH (mm)
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY ALL OTHER BARS 450 600 850 1200 1400 1750
CLARIFICATION OF THE DISCREPANCY.
SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. WELDED MESH 225mm LAP
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE
11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE TRAFFIC MANAGEMENT
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS.
ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT 1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC
12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER CONTROL PLAN.
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY
CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF
AND THE SUPERINTENDENT. 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE
DEFORMATION UNDER PROOF-ROLLING.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN WITHIN THE APPROVED HOURS STIPULATED.
13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED
THIS INSPECTION.
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE TRAFFIC CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
REQUIREMENTS THEREOF.
4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. STOCKPILE MANAGEMENT: MANAGEMENT ISSUES.
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A
5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS,
GUTTER, DRAIN OR WATER BODY, SUCH AS: INCLUDING MOTORISTS AND PEDESTRIANS.
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF
● ON A ROAD PAVEMENT;
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
● WITHIN AN OVERLAND FLOW PATH;
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE ● ADJACENT TO STREAM BANKS.
AND SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. STORMWATER DRAINAGE
15. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH
● CONSTRUCTION PRE-START MEETING STANDARD DRAWING IPWEAQ DS-0030 (TYPE 2).
16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
● SET OUT
CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES. 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
● DEMOLITION
● SUBGRADE PROOF-ROLLS 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
● PRE-SEAL PROOF-ROLLS SITE REHABILITATION: STANDARD DRAWING IPWEAQ DS-019.
● CONCRETE PRE-POURS 17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
J:\2020\20651ID1_16 Myles Street Tewantin - Driveway\4.CADD\#ACAD\20651_CIVIL.dwg
● FINAL INSPECTION COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. WITH STANDARD DRAWING IPWEAQ DS-020.
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF MINIMUM DEPTH OF 300mm. STRUCTURES.
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.
19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE
20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with J. WHITE DRIVEWAY LOCALITY PLAN, DRAWING INDEX NTS A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's AR DR 16 MYLES STREET, TEWANTIN & GENERAL NOTES Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 3 RP108538 20651-C1000
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D.REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 24.02.21 ISSUE FOR APPROVAL AR MCU APPROVAL HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 16.02.21 ISSUE FOR APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 24.02.21 OPW APPROVAL RL DATUM PM27355 RL5.125 MEASUREMENT BAR - INCREMENTS IN mm 1 of 2 B
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Full text of the other 2 sections
Section 2
EXISTING O/H ELECTRICAL
LEGEND
EXISTING U/G TELSTRA (INDICATIVE ONLY)
STOP TOP LAYER OF MESH EACH 25 SAW CUT JOINT TO BE CREATED
E
EXISTING U/G150Ø PVC-U SEWER
SIDE OF JOINT (50 COVER TO JOINT) WITHIN 8 HRS OF POUR. SEAL JOINT WITH EXISTING CONTOUR (0.1m INCREMENTS)
T
COLOUR MATCHED APPROVED SEALANT.
PROPOSED CONTOURS (0.1m INCREMENTS)
CORNER OF PROPERTY SL72 MESH (50 TOP COVER)
PROPERTY BOUNDARY
E 999.9969 EXISTING KERB & CHANNEL
E
N 1015.7716
PROPOSED INTERFACE / TOP OF BATTER
T
150
EXISTING SEWERAGE
E
0
5.1
EXISTING STORMWATER DRAINAGE
EXISTING ELECTRICITY (OVERHEAD)
T
E
T EXISTING TELCO
0
ER
5.0
T
MWA EXISTING CONCRETE FOOTPATH
T OR DPM; ON 30mm SAND BEDDING; ADDITIONAL LOWER LAYER OF SL72 MESH,
PS
RC ON 125mm SUBBASE MATERIAL N12 SPACER BARS 800 WIDE. CUT EVERY ALTERNATE WIRE AT PROPOSED CONCRETE DRIVEWAY
T
E
0Ø
4.90
60 CLASS 2.3 QTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMWORK.
U/G CUT FILL PROPOSED EARTHWORK AREAS
G
TIN
EX
IS
CONTROL JOINT (CJ)
1 ON 10
E
EXISTING RETAINING WALL
T
4.80
0 0.1 0.2 0.3 0.4 0.5 m
CONTROL JOINT (CJ) DETAIL
EXISTING STORMWATER KERB INLET
TEMP BATTER
SCALE 1:10
E
DRAINAGE PIT
(1 ON 2)
0
4.7
T
E
0
4.6
000
2.342
R2.
TIE NEATLY & SMOOTHLY INTO BACK OF
T
EXISTING RETAINING WALL
E
0.829
0
4.5
RL 4.579
B
2.000
4.40
T
RL 4.450
E
TEMP BATTER EXISTING TREE TO BE REMOVED (BY OTHERS)
000
(1 ON 2) 02
R2.
RL 4.303 3.673 SAWCUT EXISTING KERB & CHANNEL -
PROPERTY BOUNDARY
01 4.30
E
-
5.50
3.673 6.000
4.10
1.500
4.20
1.500
E
T
ROLLOVER 1.500 1.500 ROLL OVER
JOIN SMOOTHLY AND NEATLY
R VARIES TO NATURAL SURFACE
3.5m WIDE DRIVEWAY
5.00
CROSSOVER GENERALLY IN NATURAL SURFACE
E
ACCORDANCE WITH IPWEAQ CJ REFER DETAIL
4.000
CJ
CJ
CJ
STD DRGS RS-049 & RS-050 ER
T
CJ REFER DETAIL ATT
PB 2)
4.60
CJ REFER DETAIL B TEM 1 ON
VARIES (
E
KERB & CHANNEL RL 4.60
INVERT 0.5%
1 ON 6
T
2.342 1.233 TIE IN NEATLY AND
R6.000
2.5%
SMOOTHLY TO EXISTING 1 ON 8 4.000
E
ASPHALT LEVEL RL 4.00
0.500
DOUBLE SL72 MESH
R6.000 RL 4.348 4.40 SAWCUT EXISTING KERB & CHANNEL
150mm THICK CONCRETE (GRADE N32)
4.000 WITH SL72 MESH (50mm TOP COVER),
PROPERTY BOUNDARY
RL 4.579 50mm SAND BLINDING LAYER (MAX)
E
DOUBLE SL72 MESH RL 4.450
TEMP BATTER
EXISTING U/G TELSTRA,
4.50
T
LOCATION TO BE CONFIRMED PRIOR TO COMMENCING WORKS
(1 ON 2)
150mm THICK CONCRETE (GRADE N32)
WITH SL72 MESH (50mm TOP COVER), FOR BREAKAOUT DETAIL EXISTING U/G 150Ø PVC-U SEWER
E
50mm SAND BLINDING LAYER (MAX) 4.60 REFER STD DRG RS-050
FOR ADDITIONAL DETAILS
REFER BLADE PIER DETAIL
1 ON 6
T
5.0
EXISTING U/G 525Ø RCP STORMWATER 0 0.5 1 1.5 2 2.5 m
END OF EXISTING PATH
SECTION 1
0
4.70 IL APPROX
4.9
E
4.8
EXISTING PATH TO REMAIN
0
0
SCALE 1:50
B EWE
R
C-U S
Ø PV
T
/G150
E
GU
E XISTIN
EXISTING RETAINING WALL TO REMAIN
S E
T
EXISTING 1070Ø MANHOLE SEWER EXISTING U/G 600Ø RCP STORMWATER 01
SCREW IN KERB -
E
E 1003.6001 PROPERTY BOUNDARY PROPERTY BOUNDARY
N 998.5369
T
E
02 B
T
0 0.5 1 1.5 2 2.5 m -
GENERAL ARRANGMENT 3.500 3.500
E
EXISTING RETAINING WALL
SCALE 1:50 TO Section 3
REMAIN
JOIN NEATLY & SMOOTHLY
TO END OF EXISTING FOOTPATH & NATURAL SURFACE
CJ REFER DETAIL CJ REFER DETAIL
B JOIN SMOOTHLY AND NEATLY
0.150
TO NATURAL SURFACE NATURAL SURFACE
1 ON 6 RL 4.324
SL72 MESH (50mm TOP COVER) ~1 ON 7
2.5% RL 4.265
(IN ROAD
RESERVE) 1 ON 10
1 ON 8 SERVE)
(IN ROAD RE
1.33%
0.298 TO
0.300
NOM
0.473
RL 4.00 EXISTING U/G TELSTRA (INDICATIVE ONLY) T T T T T T T T T
T T T
T T T
T T T T T T T T T T T T T T T T T
~0.297
EXSITING150Ø EXISTING U/G 150Ø PVC-U SEWER
PVC-U SEWER
B
DIAL BEFORE
J:\2020\20651ID1_16 Myles Street Tewantin - Driveway\4.CADD\#ACAD\20651_CIVIL.dwg
EXISTING 1070Ø
0.751 0.300 0.369 0.300 MANHOLE SEWER
YOU DIG RL 3.415 RL 3.415
(IL 3.36)
www.1100.com.au WARNING
0 0.2 0.4 0.6 0.8 1.0 m PROPERTY BOUNDARY 0 0.5 1 1.5 2 2.5 m
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE OVERHEAD POWER BLADE PIER DETAIL SECTION 2
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. IN VICINITY OF WORKS SCALE 1:20 SCALE 1:50
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY LOOK UP & LIVE
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with J. WHITE DRIVEWAY GENERAL ANRRANGEMENT, 1:50 UNO A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's AR DR 16 MYLES STREET, TEWANTIN CROSS SECTIONS & DETAILS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 3 RP108538 20651-C1100
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D.REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 24.02.21 ISSUE FOR APPROVAL AR MCU APPROVAL HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 16.02.21 ISSUE FOR APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 24.02.21 OPW APPROVAL RL DATUM PM27355 RL5.125 MEASUREMENT BAR - INCREMENTS IN mm 2 of 2 B