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20619-C001_[A]
Attached to the e-mail Operation Works Application OPW20/0246 - 1 of 2.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
#12
[16 SP152345]
CORAL
SEA COURT
(CUL-DE-SAC) EXISTING DWELLING
EXISTING GARAGE
DEMOLISH EXISTING DRIVEWAY & REBUILD
TO NEW LEVELS. REFER JOINT DETAILS FOR
P
CONCRETE & REINFORCEMENT DETAILS.
CJ
CJ
SITE OF EX
Q
WORKS IS
TIN
G N
W R
AL
L
EXIS ADJUST ROOFWATER OUTLET
T
SWD ING TO SUIT NEW KERB LEVEL
PIT REBUILD TYPE M1
B 12m S
CJ
K&C TO NEW LEVELS #10
[17 SP152345]
M
CJ
A CJ
C REBUILD TYPE ER2 EDGE
2.1m
EXISTING
CJ
RESTRAINT TO NEW LEVELS
N
D STREET LIGHT T
IO
K&C
CJ
CT
EXISTING GATE TYPE M1 L
SE
CJ
TO REMAIN EXISTING K
CJ
L
NA
DI TAKE UP AND RELAY EXISTING PAVERS ON
EXIST I TU 30mm SAND BEDDING TO SUIT NEW LEVELS.
A
OM
E
ING NG
LO BUILD UP SUBSTRATE USING TYPE 2.1 GRAVEL.
4.3m N
- J
ER
SAW CUT EXISTING K&C. REF G
DRIVEWAY H
JOIN NEW WORK NEATLY
NEW INDENTED PARKING. TO EXISTING (TYP) POINT EASTING NORTHING LEVEL
REFER DETAIL. F A 999.882 997.191 64.612
EXIST
ING B 1002.611 997.846 64.956
TYPE S
M3 C 1007.651 994.595 66.010
KERB D 1013.070 992.030 67.132
E 1013.966 989.464 67.405
LOCALITY PLAN F
G
1024.205
1029.586
982.917
982.672
69.427
70.566
NOT TO SCALE
RIGHT OF ACCESS EASEMENT
EMT J SP152345 H 1031.894 981.621 71.050
J 1034.356 981.822 71.600
#6 REBUILD TYPE SM3
[19 SP152345] K 1024.626 987.103 69.318
KERB TO NEW LEVELS
L 1026.578 986.931 69.793
M 1033.828 986.998 71.600
GENERAL NOTES #8 N 1035.710 989.631 72.040
1. DO NOT SCALE DRAWINGS. [18 SP152345] P 1033.120 994.126 72.040
CONCRETE Q 1030.450 992.589 71.450
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING.
1. CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600 CONCRETE STRUCTURES. R 1028.450 991.587 71.087
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION
OF THE DISCREPANCY. 2. CONCRETE SHALL BE BATCHED USING BLENDED CEMENT: 25% FLYASH & 75% PORTLAND CEMENT.
GENERAL ARRANGEMENT S 1028.001 989.305 70.380
SCALE A T 1026.622 987.529 69.903
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE SUPERINTENDENT ANY ALTERNATIVE PROPORTIONS SHALL BE SUBMITTED FOR APPROVAL.
FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 3. CONCRETE TEMPERATURE AT PLACEMENT;
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT ● NO CONCRETE SHALL BE PLACED IF THE TEMP OF THE CONCRETE IS LESS THAN 10°C OR EXCEEDS 35°C.
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ● CONCRETE SHALL BE PLACED AND COMPACTED WITHIN 1 HOUR OF CHARGING THE MIXER FOR CONCRETE 73
SUPERINTENDENT. TEMPERATURES UP TO 32°C & WITHIN 45 MINUTES OF CHARGING THE MIXER FOR CONCRETE TEMPERATURES UP TO 35°C.
4. ALL CONCRETE SHALL BE VIBRATED UNO. EXISTING TAKE UP & RELAY EXISTING PAVERS TO NEW LEVELS REBUILD CONCRETE DRIVEWAY TO NEW LEVELS EXISTING GARAGE
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO 5. PROVIDE 20mm FILLETS OR CHAMFERS FOR EXPOSED CONCRETE EDGES HAVING CONTAINED ANGLE OF LESS THAN 120° UNO RL 72.04
OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE REQUIREMENTS THEREOF. 72
6. SUPPORT REINFORCEMENT ON PLASTIC CHAIRS AND SPACERS TO GIVE CORRECT CONCRETE COVER.
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. WHERE PLASTIC CHAIRS ARE TO BE TEMPORARILY SUPPORTED BY SOIL:
1.5m ROLL OVER
● FOR MESH REINFORCEMENT, PROVIDE 'PIE PLATE' SUPPORT UNDER EACH CHAIR OR POUR 50mm MINIMUM
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. 23.1%
JOIN NEATLY TO EXISTING
BLINDING CONCRETE
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF THE 71
7. POUR JOINTS CE
NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. URFA
ING S
● SCABBLE THE FACE OF POUR JOINTS AND CLEAN OFF DUST AND CONTAMINANTS BEFORE NEW POUR EXIST
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND SITE ● COAT FACE WITH BONDING AGENT
SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT.
8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS AND WITH AS3600 CONCRETE
70
20.5%
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STRUCTURES;
● CONSTRUCTION PRE-START MEETING PERFORMANCE CRITERIA:
● SET OUT ● CRACKS IN CONCRETE (90 DAYS AFTER PLACEMENT) SHOULD NOT EXCEED 0.3mm AT THE SURFACE.
● DEMOLITION 16.5%
CONCRETE WITH CRACKS EXCEEDING LIMIT SHALL BE REPAIRED.
● CONCRETE PRE-POURS OBTAIN SUPERINTENDENT APPROVAL FOR REPAIR METHODS PREFERRED CURING METHOD. 69
-1
1
11
0
2
3
4
6
7
10
12
14
5
8
9
13
15
● FINAL INSPECTION ● WHILST PLACING, SPRAY CONCRETE WITH ALIPHATIC ALCOHOL AFTER FIRST SCREED & AGAIN DURING FINISHING
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL
MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF PRINCIPAL AND
WORKS:
● COMMENCE CURING TOP SURFACE OF SLABS ONCE FINISHING OPERATIONS COMPLETE.
DRIVEWAY LONGITUDINAL SECTION
SUPERINTENDENT, PRIOR TO CONSTRUCTION. COMMENCE CURING ALL OTHER SURFACES WITHIN 1 HR OF STRIPPING FORMWORK. SCALE B
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE ● CURE FOR 7 DAYS MINIMUM.
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
REINFORCEMENT 2.100 STOP TOP LAYER OF MESH EACH 25 SAW CUT JOINT TO BE CREATED
SIDE OF JOINT (50 COVER TO JOINT) WITHIN 8 HRS OF POUR. SEAL JOINT WITH
EXISTING LIP K&C
SURVEY 1. REINFORCEMENT SHALL CONFORM WITH TMR MRTS71 'REINFORCEMENT STEEL' .
COLOUR MATCHED APPROVED SEALANT.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY DTS URBAN PLANNING, SURVEYING & DEVELOPMENT. 2. ALL REINFORCEMENT SHALL BE ACRS (AUSTRALIAN CERTIFICATION AUTHORITY FOR REINFORCING STEEL) CERTIFIED. NEW TYPE B2 KERB FORM INVERT TO MATCH RETAIN EXISTING
EXISTING ADJACENT K&C DRIVEWAY SL72 MESH (50 TOP COVER)
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 3. REINFORCEMENT SHALL BE 'N' GRADE D500N HOT ROLLED HIGH YIELD BARS TO AS 4671. U.N.O.
WHERE 'R' BARS ARE SPECIFIED, THESE SHALL BE ROUND BARS GRADE R250N. 30mm
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. 70mm FALL FALL
4. BAR SHAPES SHALL BE PER TMR STANDARD DRAWING 1043, U.N.O. HOOKS AND COGS SHALL BE DETAILED PER TMR STANDARD TURF STRIP
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND ANY
125
DRAWING 1044. INTERFACE
DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
5. DO NOT CUT REINFORCEMENT TO CLEAR PENETRATIONS, SLEEVES OR H.D BOLTS. DISPLACE REINFORCEMENT SLIGHTLY AS
NECESSARY AND PROVIDE CORRECT COVER TO THE PENETRATIONS, SLEEVES OR H.D BOLTS. 125mm THICK CONCRETE BREAK OUT AND
EXISTING SERVICES
J:\2020\20619ID1_10-12 Coral Sea Court Sunshine Beach_Driveway Design\4.CADD\#ACAD\20619_CIVIL.dwg
6. REINFORCEMENT LAP SPLICE LENGTHS (mm) UNO ON DRAWINGS. SL72 MESH (50 TOP COVER) REMOVE EXISTING K&C
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL BEFORE YOU
DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. D500N BAR DIAMETER (mm) DPM ON 30mm N12 SPACER BARS ADDITIONAL LOWER LAYER OF SL72 MESH,
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE BAR LOCATION 12 16 20 24 28 32 INDENTED PARKING DETAIL SAND BEDDING TIED BETWEEN MESH 800 WIDE. CUT EVERY ALTERNATE WIRE AT
JOINT LOCATION. MARK LOCATION ON FORMWORK.
ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. LAP LENGTH (mm)
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. ALL OTHER BARS
WELDED MESH
450 600 850 1200
225mm LAP
1400 1750
SECTION A ALL CONCRETE SHALL BE CONTROL JOINT (CJ)
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING WORKS. EXPOSED AGGREGATE AND
SCALE C - SCALE D
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE APPROPRIATE COLOURED TO MATCH EXISTING
AUTHORITIES.
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE NECESSARY TO 0 1 2 3 4 5m 0 0.5 1 1.5 2 2.5 m 0 0.4 0.8 1.2 m 0 0.1 0.2 0.3 0.4 0.5 m
SUIT FINAL FINISHED SURFACE LEVELS.
SCALE A SCALE B SCALE C SCALE D
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
J FINN D REYNOLDS
This drawing is subject to
copyright in accordance with THÉRÈSE REIN 10-12 CORAL SEA COURT PROPOSED DRIVEWAY WORKS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's J FINN D REYNOLDS SUNSHINE BEACH Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOTS 16 & 17 SP152345 20619-C001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 17.12.20 PRELIMINARY ISSUE JF [email protected] See the original
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