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RESIDENTIAL SUBDIVISION DEVELOPMENT 14 WYANDRA STREET, NOOSA HEADS QLD 4567 Lot 44 ON RP139776 CIVIL WORKS DRAWING SCHEDULE SHEET TITLE 001 COVER SHEET 002 GENERAL NOTES 003 EXISTING FEATURES AND DEMOLITION PLAN 010 PROPOSED LAYOUT 020 EARTHWORKS PLAN 030 EROSION SEDIMENT CONTROL PLAN 031 EROSION SEDIMENT CONTROL DETAILS SITE 040 STORMWATER LAYOUT PLAN 041 STORMWATER DETAILS 060 VEHICLE SWEPT PATHS PLAN SHEET 1 OF 4 061 VEHICLE SWEPT PATHS PLAN SHEET 2 OF 4 062 VEHICLE SWEPT PATHS PLAN SHEET 3 OF 4 063 VEHICLE SWEPT PATHS PLAN SHEET 4 OF 4 064 DRIVEWAY VERTICAL PROFILE LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: 14 WYANDRA STREET, NOOSA HEADS MOLTI INVESTMENTS TITLE: STATUS: COVER SHEET FOR APPROVAL © ABN 89 647 469 707 14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION 02 03/11/2022 REISSUED FOR APPROVAL MVP JB JB 75 NOOSA DR RPEQ: 2693 01 24/08/2022 ISSUED FOR APPROVAL MVP JB JB SCALE: NOOSA HEADS, QLD 4567 CPEng +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP AS INDICATED DATE: 24/08/2022 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220171 A1 01
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Full text of sections 2 to 5 (of 33)
Section 2
GENERAL NOTES 18. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING 300MM CENTRES SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER
CONSULTANTS/CONTRACTORS DRAWINGS: OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. DUST MOVEMENT.
SURVEYOR: NOOSA COOLOOLA LAND SURVEYS PTY LTD EARTHWORKS NOTES
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 20. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY ARCHITECT: BLACKWOOD ARCHITECTURE 1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
SETOUT THE WORKS. HYDRAULICS: TBC VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. CONFIRMATION THAT WORKS CAN COMMENCE.
2. FOR DETAILED GEOTECHNICAL INFORMATION, IT IS RECOMMENDED THAT THE 21. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT STRUCTURAL: RECOR GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
LANDSCAPE: ELEMENT DESIGN GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD 19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
DRAWINGS AND SPECIFICATIONS U.N.O. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. ENGINEER.
ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND 4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT 22. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE SPECIALIST SHORING CONTRACTOR.
APPROVALS BY COUNCIL. REMOVED FROM SITE AT CONTRACTORS EXPENSE. 23. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE 5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON ENGINEER.
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL RESERVE, PARKS/OPENSPACE, EASEMENTS. SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE 24. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY WITH GEOTECHNICAL REPORT AND AS1289. CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE
22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. 6. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
PROPOSED WORKS. 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED 25. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND
CONSTRUCTION CODE (2013). THE SITE. BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES 7. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY STANDARD SIGNS AND LINE MARKING NOTES NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL
26. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
PRIOR TO COMMENCING CIVIL WORKS. 1. GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND THE PRELOADING OPERATIONS.
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED 27. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, DEVICES (CURRENT EDITION). STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM
2. SIGNS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS C.B.R. OF 10%. INSPECTIONS:
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT NOTED OTHERWISE. 8. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO CONTENT FOR STANDARD COMPACTION.
BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE 9. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF INSPECTIONS. SHOULD THE
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. OF KERB. RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT.
RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, REQUIREMENTS OF GEOTECHNICAL REPORT.
BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES 10. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
HEADLIGHT.
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND OF RETAINING WALL COLOUR AND FINISH. a. PRESTART
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION 3. SIGN SUPPORTS
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE 11. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798.
THEY ARE IN A PAVED SURFACE. AND EROSION CONTROL MEASURES UNSUITABLE GROUND
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE
4. LINEMARKING c. SIDE AND CUT OFF DRAINS
DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
CONFIRMATION THAT WORKS CAN COMMENCE. 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO JOINTING NOTES THE GEOTECHNICAL REPORT. f. STORMWATER STRUCTURE BASE SLABS
NOTE COUNCILS ADAC REQUIREMENTS. 12. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
g. SEWER RETICULATION
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF h. WATER RETICULATION
REQUIREMENTS OF AS3727.1:2016.
APPROVALS. 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
2. SAW CUT JOINTS MUST BE: i. PAVEMENT SUBGRADE
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 13. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 2.1. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN j. PAVEMENT REINFORCING
4 3
CONSTRUCTION. 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL k. PAVEMENT PRIOR TO SEALING (PRESEAL)
EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. l. RETAINING WALL FOOTING REINFORCING
AND LOCAL AUTHORITY REQUIREMENTS.
WORKS COMMENCING ON SITE. 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO
14. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
ACCORDANCE WITH LANDSCAPE DRAWINGS. n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
15. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN o. PRACTICAL COMPLETION
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 16. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT MANAGEMENT PLANS. p. ON MAINTENANCE
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY
OF ANY WORKS ON SITE. 17. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE q. OFF MAINTENANCE
AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE.
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC
6. DOWEL BARS ARE TO BE r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT DEVELOPMENT APPROVAL)
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND 18. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
400MM CENTRES
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT AUSTRALIAN STANDARDS AND LEGISLATION.
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE RELEVANT TO THEIR CERTIFICATION SCHEME
300MM CENTRES
AS DIRECTED. 19. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
MOLTI INVESTMENTS TITLE: STATUS:
GENERAL NOTES FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
02 03/11/2022 REISSUED FOR APPROVAL MVP JB JB
75 NOOSA DR RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220171 A1 02
Section 3
NOTES
N
WYANDRA STREET
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE
EXISTING FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL
1 35.2
0 .31 .28 WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
34.9 35 35 4
35.1 CONTRACT.
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY,
DBYD AND COUNCIL RECORDS. IT IS THE CONTRACTORS
RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND DEPTH
PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING
WORKS.
EXISTING WATER SERVICES TO BE 4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES
34. .20 ON SITE PRIOR TO COMMENCEMENT OF WORKS.
34.
34.
76 94 35.
14
35 Edge of Bitumen 35.
24
35.
09DISCONNECTED AND CAPPED OFF DURING
86 35.31 35 CONSTRUCTION 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO
35.25 20
35
35.
05 Back of Kerb 35. ANY DEMOLITION WORKS COMMENCING ON SITE.
TBM 5.3
35. 8 32
23 35.2
RL.334
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED,
35
W W W W W W W W W W W W W W W
(Sc2 AH
MULCHED AND REMOVED FROM SITE IN ACCORDANCE WITH
Telstra PTit 35.4
3
35.4
3 35.3
6
T PAL
rew D
T T T T T T T T T T TW T T APPROVED VEGETATION CLEARING PLAN (BY OTHERS) OR IF
M PAL ater PAL SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
in
35.2
5
M Met M
W
er 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND
K
Water Meter PALM PAL
erb
8
35.6
5.4
2
35.5
4 61°39'00" 35.7
6 35.
78 M MAKE SUITABLE ARRANGEMENTS TO HAVE DISCONNECTED PRIOR
)
3
WAT Rock TO DEMOLITION WORKS BEGINNING.
0.41 35
.17 27.167 Water
35
.69
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED
EXISTING DRIVEWAY AND CARPORT TO BE Feature
35.
010 ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND
35.
75
35.
35.
DEMOLISHED AND REMOVED FROM SITE 35.4
8 35.5
6
77
66
67
35.2
7 RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
RLP3ond Rock
Pump
35.66
2 35.
56 Edg 9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR
EXISTING ELECTRICAL CONNECTION 35.3 5.83 35.54
e ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR
TO BE REMOVED. REMOVAL AND
35.
35.5
8 TO COMMENCEMENT OF ANY WORKS ON SITE.
58
REPLACEMENT TO BE ARRANGED P
BY SITE SUPERINTENDANT 35.4
0 35.14 PAL Cop ool 10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING
M RL3 ing STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF WORKS AND
35.1
7
Paving 35.5
2 5.53
35.6
4
7 REMOVE FROM SITE U.N.O.
35.4
5 35.5
11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL
35.
PALM 26
Roof RL39.84
35
53
5. NECESSARY APPROVALS TO CARRY OUT SERVICES RELOCATION
.52
35.5
3 18 1
35 35.2 35.6
1
Rock
Edge
5.15 0
3 35.5 OR ALTERATIONS.
1
PALM
35 35.48
Gutter RL37.73
35
.54
6
.47
TT PALM 35
.4
TREE 0.31006
0. 9
35.7
1 35.50
Pavi
68 12 ng 35.44
5 35.
35.2
10 35 PA
. 5 1
LM
35
3
.14
35.4 2
RP1 45
6 35.4
35.5 .49
35
6 35
.37
35.17 35.2 35.4 35.43
4 35.3
6
Ridge RL41.79
397
0
Gutter RL40.30
35
35.0 35.1
4
.33
0 3 35.3
35.1
35
35.
35.31
PAL
35.
76
.28
35.12
39
Paving M
31
Deck Paving 35.26
331°39'00"
RP1 43
151°39'00"
5.07 5.15 4
30.175
3 35.08 3 35.2
30.175
35.1 Roof RL40.48 Stairs
397
8 8 35.20
35.1 8 35.1
44 Roof RL39.98
Roof RL37.20
35.02
7
4 35.0
Stairs
.98
35.0
6
3
34
TREE 0.30707 Floo Floo
RL3 r Lev PAL
35.04 RL3 r Lev U 5.28 el M
5.19 el Lev pper 2
el R Flo 35.1
L38 or 34.9
9
35.11
FL35.03
Shed
.06 34.9
6
35 .02
35
34 Ridge RL41.48 35 34.9
2
35
.89
.03
34
Gas
.9
2
34.6
9 35.0
Concrete H
Gutter RL40.50 W
8
Deck 35.20 4.94
3
34.87
EXISTING WALLS, BUILDING, POOL, DECK,
Store Gutter RL40.33 35.07 34. Stairs
97
Concrete 34.8
2
CARPORT, SHED AND PAVED AREAS TO BE
35.1
34
.82
34.9
6 35.17 7 DEMOLISHED AND REMOVED FROM SITE
8
34.6
3
3 4.7 9
34.7 34.8
8
34.8
6
34.
TREE 0.20603
34.6
6 34 .67 34.7
9 69
1
34.76 34.6 EXISTING SEWER SERVICE TO BE
34
Con Sew.5e2r M
DISCONNECTED AND CAPPED OFF DURING
FL3Shed
7
34.7
cret 34.5
7
Unable t anhole CONSTRUCTION
4.67 e 08 Measure o
6
34.6
1 5
0.3 Invert S S S S
S
GREV 0.51510 34.5
GU M
S
4.57 8 PAL
3
.5 2 M 1 34.
34.5
4 34 34.5 40
241°39'00"
EXISTING TREES TO BE REMOVED, Roo 27.167
MULCHED AND DISPOSED OF OFF-SITE fR
L37 RP1 133 132
.00 RP1
Ridg
604
RP1 134 eR
L37 25
604
2
604 .46 Ro of 5
25 CLIENT DETAILS:
6
RL3
6.0
PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
MOLTI INVESTMENTS TITLE: STATUS:
EXISTING FEATURES FOR APPROVAL
14 WYANDRA STREET, NOOSA HEADS NOT FOR CONSTRUCTION
© ABN 89 647 469 707
02 03/11/2022 REISSUED FOR APPROVAL MVP JB JB
JARO BAULEKA AND DEMOLITION PLAN
75 NOOSA DR RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
Section 4
003 20220171 A1 02
Section 5
N
WYANDRA STREET
34.9
1 35.2
0 .31 .28
35 35 4
35.1
PROVIDE 1.5m WIDE CONCRETE PROPOSED RESIDENTIAL DRIVEWAY
FOOTPATH FOR LENGTH OF CROSSOVER IN ACCORDANCE WITH
STREET FRONTAGE. REFER IPWEA RS-049 & 050
NSC STD DWG RS-065.
34. .20 NEW CONNECTION TO EXISTING WATER
34.
34.
76 94 35.
14
35 Edge of Bitumen 35.
24 09
35. SUPPLY
86 35.31 35
35.25 20
35
35.
05 Back of Kerb 35.
TBM 5.3
35. 32
2 5.28
RL.334
W3 W3
35
W W W W W W W W W W W W W
(Sc2 AH
Telstra PTit 35.4
3
35.4
3 35.3
6
T PAL
rew D
SW
T T
SW
T T T T T T T T TW T T
M PAL ater PAL
in
35.2
5
M Met M
W
er
Ker
Water Meter 35.6
8
PALM PAL
.42
61°39'00" 35. M
b)
35 4 6
35.5 35.7 78
SW
SW
WAT 27.167 Rock 35
0.41 35
.17 Water .69
Feature
35.
010
35.
75
35.
35.
8 6
35.4 35.5
77
66
67
7
35.2
RLP3ond Rock
SW
Pump
35.66
56 Edg
SW
2 35.
35.3 5.83 3 5.54
e
35.
8
35.5
58
P
PAL Cop ool
SW
0 35.14
SW
35.4
M RL3 ing
35.1
7
Paving 4 35.5
2 5.53
35.6 7
5 35.5
SW
35.4
SW SW
35.
PALM 26
Roof RL39.84
35
53
.
SW
35
.52
35.5
18 1
35 35.2 35.6
1
Rock
Edge
5.15 0
3 35.5
1
PALM
35 35.48
Gutter RL37.73
35
.54
6
.47
PALM
SW
.4
TT 35
TREE 0.31006
0. 9
35.7
1 35.50
Pavi
SW
68 12 ng 35.44
5 35.
35.2
10 35 PA
. 5 1
LM
35
RP1 45
3
.14
35.5
6 35.4 35.4
2
.49
35
SW
6 35
.37
35.17 35.2 35.4 35.43
4 6
Ridge RL41.79
397
0 35.3
Gutter RL40.30
35
35.0 35.1
4
.33
0 3 35.3
35.1
76
35
35.
35.31
PAL
35.
.28
35.12
39
Paving M
31
Deck Paving 35.26
SW
RP1 43
331°39'00"
SW
151°39'00"
7 5 4
30.175
35.0 35.08 35.1 35.2
30.175
Roof RL40.48
397 8 35.1 8 35.20 Stairs
35.1 8 35.1
44 Roof RL39.98
Roof RL37.20
76
35.02
SW
4 35.0
Stairs
.98
35.0
SW
3
34
TREE 0.30707 Floo Floo
RL3 r Lev PAL
35.04 RL3 r Lev U 5.28 el M
5.19 el Lev pper 2
el R Flo 35.1
SW
L38 or
SW
9
34.9
35.11
FL35.03
Shed
.06 34.9
6
35 .02
35
34 Ridge RL41.48 35 34.9
2
35
.89
.03
34
Gas
.9
2
35.0 H 8 3
34.6
9
3 4.87
Concrete Gutter RL40.50 W Deck 35.20 4.94 NEW CONNECTION TO EXISTING SEWER
Store Gutter RL40.33 35.07 Concrete 2 SERVICE
34. Stairs 34.8
97
35.1
34
.82
34.9
6 35.17 7
8
34.6
3
3 4.7 9
34.7 34.8
8
34.8
6
34.
TREE 0.20603
34.6
6 34 .67 34.7
9 6 9 1
34.76 34.6
34
FL3Shed
Con
cret 34.7
7
34.5
7 Sew.5e2r M
4.67 e 08 Unable t anhole
Measure o
6
34.6
1 5
0.3 Invert S S S S
S
GREV 0.51510 34.5
GU M
S
34.5
7 8 PAL
.52 M 1 34.
34.5
4 34 34.5 40
241°39'00"
Roo 27.167
fR
L37
.00 RP1 133 1
RP1 32
RP1 134
Ridg
eR 604 604
604
L37
.46 Roo
25 25
25 CLIENT DETAILS:
6
f RL3
6.0
PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
MOLTI INVESTMENTS TITLE: STATUS:
PROPOSED LAYOUT FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
02 03/11/2022 REISSUED FOR APPROVAL MVP JB JB
75 NOOSA DR RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220171 A1 02
The text continues on section 6.