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RFI - Engineering Plans · MCU22/0197
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
PROPOSED RESIDENTIAL DUPLEX 73 SOUTHERN CROSS PARADE SUNRISE BEACH QLD 4567 LOT 672 ON RP225123 CIVIL WORKS DR XCEN DRAWING SCHEDULE N BEN LE ED DRAWING NUMBER DRAWING TITLE W AR DS 001 COVER SHEET AND LOCALITY PLAN ST EENIE C REEK R 002 GENERAL NOTES D 003 EXISTING SERVICES AND DEMOLITION LAYOUT PLAN 010 DRIVEWAY LAYOUT PLAN HE ATH 020 BULK EARTHWORKS LAYOUT PLAN LA ND DR 021 EARTHWORKS LONGITUDINAL SECTIONS 030 EROSION AND SEDIMENT CONTROL LAYOUT PLAN DR XCEN 031 EROSION AND SEDIMENT CONTROL DETAILS 040 STORMWATER LAYOUT PLAN BEN LE 045 STORMWATER CATCHMENT LAYOUT PLAN 046 STORMWATER LONGITUDINAL SECTIONS 060 VEHICLE SWEPT PATHS PLAN SHEET 1 OF 8 061 VEHICLE SWEPT PATHS PLAN SHEET 2 OF 8 ED W 062 VEHICLE SWEPT PATHS PLAN SHEET 3 OF 8 AR LOT 672 DS SOUTHERN CROSS PARADE 063 VEHICLE SWEPT PATHS PLAN SHEET 4 OF 8 ON RP 225123 ST 064 VEHICLE SWEPT PATHS PLAN SHEET 5 OF 8 065 VEHICLE SWEPT PATHS PLAN SHEET 6 OF 8 066 VEHICLE SWEPT PATHS PLAN SHEET 7 OF 8 HE CEN DR 067 VEHICLE SWEPT PATHS PLAN SHEET 8 OF 8 AT HLA 068 ND VEHICLE SWEPT PATHS VERTICAL PLAN DR BEN LEX LOCALITY PLAN SCALE 1:2000 CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED RESIDENTIAL DUPLEX TITLE: STATUS: IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE COVER SHEET AND FOR APPROVAL - NOT FOR SUNRISE BEACH QLD 4567 CONSTRUCTION © ABN 89 647 469 707 B 23/02/23 INFORMATION RESPONSE QT JB JB NATHAN WAGSTAFF LOCALITY PLAN 37 MARY ST RPEQ: 26443 A 25/10/22 FOR APPROVAL QT JB JB SCALE: NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV: REV DATE DESCRIPTION DWN CHK APP +61 7 5211 1003 1:2000 DATE: 23/02/23 SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220237 A1 B
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Section 2
GENERAL NOTES ANDSTOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR THE GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC.
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR
MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE. BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT THE GEOTECHNICAL ENGINEER.
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES
TO ACCURATELY SETOUT THE WORKS. FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT TMP. ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AS1289. 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. ACCORDANCE WITH OPW APPROVALS BY COUNCIL. 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN STRUCTURAL ENGINEER.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED 22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ANY HEAVY MOBILE PLANT ON THE SITE. ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
ADDITIONAL COSTS INCURRED BY RECOR. 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED SATISFACTION.
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
AND CONSTRUCTION CODE (2013).
THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL REQUIRED BULK EARTHWORKS SURFACE.
COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND STANDARD SIGNS AND LINE MARKING NOTES
25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 1. GENERAL 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
a. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH CONTENT FOR STANDARD COMPACTION. FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC UNDERTAKE THE PRELOADING OPERATIONS.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS CONTROL DEVICES (CURRENT EDITION). 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
2. SIGNS 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS
a. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL NOTED OTHERWISE.
STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE
WORKS. b. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. INSPECTIONS:
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FACE OF KERB. CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN
ROAD PAVEMENTS. c. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING
10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF
SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL
AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR HEADLIGHT. PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 3. SIGN SUPPORTS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / a. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS a. PRESTART
AUTHORITY/COUNCIL. SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER
WHERE THEY ARE IN A PAVED SURFACE.
4. LINEMARKING THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL REPORT. SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
a. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
b. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED
c. SIDE AND CUT OFF DRAINS
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR JOINTING NOTES OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION). d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE REQUIREMENTS OF AS3727.1:2016.
12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS 2. SAW CUT JOINTS MUST BE:
TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
REQUIRED. a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE
f. STORMWATER STRUCTURE BASE SLABS
4 3 ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. g. SEWER RETICULATION
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT
TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS. ACCORDANCE WITH LANDSCAPE DRAWINGS. h. WATER RETICULATION
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. i. PAVEMENT SUBGRADE
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB j. PAVEMENT REINFORCING
MANAGEMENT PLANS.
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH SURFACE.
RELEVANT APPROVALS. 6. DOWEL BARS ARE TO BE k. PAVEMENT PRIOR TO SEALING (PRESEAL)
16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES
a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 400MM CENTRES FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL l. RETAINING WALL FOOTING REINFORCING
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL
b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT PLAN
CONSTRUCTION.
300MM CENTRES m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR
BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
DEMOLITION WORKS COMMENCING ON SITE. 300MM CENTRES n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, o. PRACTICAL COMPLETION
18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM EARTHWORKS NOTES UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
SITE U.N.O.
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS p. ON MAINTENANCE
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE PRACTICAL TO RESTRICT DUST MOVEMENT.
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO q. OFF MAINTENANCE
COMMENCEMENT OF ANY WORKS ON SITE. EARTHWORKS COMMENCING. 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. DEVELOPMENT APPROVAL)
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION STRUCTURAL FILL. RELEVANT TO THEIR CERTIFICATION SCHEME
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CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS WARNING: OPTIC FIBRE NOTE: ALL SIGNS & LINE MARKING TO BE IN
SERVICE AUTHORITIES TO VERIFY THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
LOCATION OF ALL EXISTING SERVICES PRIOR PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
TO THE START OF CONSTRUCTION SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
SUNRISE BEACH QLD 4567 NATHAN WAGSTAFF CONSTRUCTION
B 23/02/23 INFORMATION RESPONSE QT JB JB
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
NTS DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220237 A1 B
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1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND
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EXISTING BUILDING, STRUCTURES EXISTING SEWER SERVICE TO
AND IMPERVIOUS SURFACES TO BE DISCONNECT AND CAPPED 2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING
BE REMOVED U.N.O OFF DURING CONSTRUCTION FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT
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SHOWN ON THIS PLAN ARE INCLUDED IN THE CONTRACT.
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37
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E E EXISTING ELECTRICITY
S
TBM (Screw in Kerb)
RL41.09 AHD SW SW EXISTING STORMWATER
SW
W
41.40
W W EXSTING WATER
S S EXISTING SEWER
S
.51
SW
1 ELECTRICITY SERVICE
41
2
W
SP194330 SP194330 41.53 EXISTING STORMWATER MANHOLE
.63
41
EXISTING WATER FIRE HYDRANT
S
EXISTING WATER METER
SW
W
EXISTING SEWER CHAMBER
EXISTING TREE
EXISTING CONCRETE
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
EXISTING SERVICES AND FOR APPROVAL - NOT FOR
SUNRISE BEACH QLD 4567
© ABN 89 647 469 707
B 23/02/23 INFORMATION RESPONSE QT JB JB
NATHAN WAGSTAFF DEMOLITION LAYOUT PLAN CONSTRUCTION
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
003 20220237 A1 B
Section 5
N
S
SW
CP 671
SP111801 RP225123
SW
W
S
NEW CONNECT TO EXISTING
3
.09
.2
SW
SEWER SERVICES
37
37
8
.7
38
2
2
.5
37.5
38
W
2
1
37.6
.4
37
38
2
.5
.4
9
.6
S
38
SW
37
38
.96
UP
37.92
37
.93
SW
4W
37.83
SWIMMING
.2
FFL 40.45
38
POOL
FFL 40.43
TBM (Nail in Kerb)
SW
RL38.17 AHD
FFL 40.43
38
S
.5
UP 2
W
7 3
UNIT 2 38. .6
8
38
SW
FFL 40.50 38.53
PROPOSED NEW CHANNEL MATCH
NEATLY TO EXISTING LEVELS
S
GARAGE
W
SW
FFL 40.50
PROPOSED RESIDENTIAL DRIVEWAYTO
BE CONSTRUCTED IN ACCORDANCE
WITH (IPWEA RS-049 & RS-050)
NOTE:
CP
39
SW
SP111802 EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
.3
0
39.20 ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
31
39.
W
BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
S
ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
CRAZY REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
PAVED AREA
SW
TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
SOUTHERN CROSS PARADE
39.
RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
UNIT 1 UP
39.9
81
GARAGE
39.70
9
FFL 41.50 FFL 40.50
W
S
SW
UP
40
BINS
LEGEND:
.41
40
42.77 FFL 41.48
SW
ADJACENT BOUNDARY
Edge of Bitumen
LAWN
W
FFL 40.43 PROPOSED BOUNDARY
S
EXISTING FENCE
SW
EXISTING BUILDING
42.97 SWIMING POOL
FFL 41.45 FFL 40.25
40.8 EXISTING KERB AND CHANNEL
6
40.
NEW CONNECT TO EXISTING
W
88
40.74 E E EXISTING ELECTRICITY
WATER SERVICES
SW
43.59
S
SW SW EXISTING STORMWATER
W W EXSTING WATER
TBM (Screw in Kerb)
S S EXISTING SEWER
RL41.09 AHD
SW
ELECTRICITY SERVICE
W
41.40
EXISTING STORMWATER MANHOLE
S
EXISTING WATER FIRE HYDRANT
.51
SW
1
41
2 EXISTING WATER METER
SP194330 SP194330 41.53
EXISTING SEWER CHAMBER
.63
W
41
EXISTING TREE
SW
S
PROPOSED CONCRETE
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
PROPOSED STORMWATER PIT
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
DRIVEWAY LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
SUNRISE BEACH QLD 4567 NATHAN WAGSTAFF CONSTRUCTION
B 23/02/23 INFORMATION RESPONSE QT JB JB
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220237 A1 B
Section 6
N
CUT/FILL DEPTH RANGE
LOWER VALUE UPPER VALUE COLOUR
-1.80 TO -2.00 m
-1.60 TO -1.80 m
-1.40 TO -1.60 m
S
SW
-1.20 TO -1.40 m
CP 671
SP111801 RP225123
-1.00 TO -1.20 m
-0.80 TO -1.00 m
D
SW
C -0.60 TO -0.80 m
W
TOW 40.16 021
021
S
BOW 38.90 -0.40 TO -0.60 m
H = 1.29m
TOW 39.78
-0.20 TO -0.40 m
3
BOW 38.44 .09
.2
SW
37
37
H = 1.34m 0 TO -0.20 m
TOW 38.70
BOW 38.40
2
37.5
0 TO 0.20 m
39.4
39.6
H = 0.30m
39.8
W
2
37.6
37
.5 0.20 TO 0.40 m
S
SW
0.40 TO 0.60 m
UP
0.60 TO 0.80 m
37.92
37
.93
0.80 TO 1.00 m
38.6
SW
4W
37.83
SWIMMING
.2
FFL 40.45 1.00 TO 1.20 m
38
POOL
38.8
FFL 40.43 1.20 TO 1.40 m
1.40 TO 1.60 m
SW
39.0
FFL 40.43
S
1.60 TO 1.80 m
39
UP
W
.2
1.80 TO 2.00 m
39.
B 7 3
UNIT 2 38. .6
8
4
38
SW
021
40.0
FFL 40.50 38.53
39.6
40
40.2
S
GARAGE
W
SW
FFL 40.50 EARTHWORKS VOLUMES
TOW 41.41
EARTHWORKS VOLUMES FROM EXISTING
40.4
BOW 40.45
H = 0.96m SURFACE TO DESIGN SURFACE
39
CP
.4
39
SW
SP111802 CUT = 249m³
.3
39
0
39.20
31
.6
TOW 41.47 FILL = 281m³
39
39.
W
S
.8
BOW 41.35 BALANCE = 32m³
40
H = 0.12m CRAZY
.0
PAVED AREA
40
SW
.2
SOUTHERN CROSS PARADE
39.
UNIT 1 UP
39.9
81
GARAGE
39.70 LEGEND:
9
FFL 41.50 FFL 40.50 TOW 40.35
W
S
SW
BOW 40.18
H = 0.17m ADJACENT BOUNDARY
UP
40
A PROPOSED BOUNDARY
BINS
021
.41
40.5 EXISTING CONTOUR MAJOR
40
FFL 41.48
SW
Edge of Bitumen
LAWN EXISTING CONTOUR MINOR
W
FFL 40.43
EXISTING FENCE
S
EXISTING BUILDING
SW
SWIMING POOL EXISTING KERB AND CHANNEL
FFL 41.45 FFL 40.25
40.8
6
E E EXISTING ELECTRICITY
40.
42.5
W
88
40.74
SW SW EXISTING STORMWATER
SW
S
42.5 W W EXSTING WATER
TOW 43.52 TOW 41.45 TOW 42.52 S S EXISTING SEWER
BOW 41.30 BOW 40.25 BOW 40.25
H = 2.22m H = 1.20m H = 2.27m TOW 41.26 ELECTRICITY SERVICE
SW
BOW 40.39
W
41.40
H = 0.87m EXISTING STORMWATER MANHOLE
EXISTING WATER FIRE HYDRANT
S
EXISTING WATER METER
.51
SW
1
41
2
SP194330 SP194330 EXISTING SEWER CHAMBER
41.53
.63
W
41
EXISTING TREE
SW
S
40.5 PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED RETAINING WALL
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL IN-GROUND SERVICES
WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER DRAINAGE,
SEWERAGE, WATER, GAS, ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES. SERVICES TO BE CAPPED 1 0 1 2 3 4 5
IN ACCORDANCE WITH RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
BULK EARTHWORKS FOR APPROVAL - NOT FOR
SUNRISE BEACH QLD 4567 CONSTRUCTION
© ABN 89 647 469 707
B 23/02/23 INFORMATION RESPONSE QT JB JB
NATHAN WAGSTAFF LAYOUT PLAN
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220237 A1 B
The text continues on section 7.
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