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RESIDENTIAL SUBDIVISION DEVELOPMENT 15 ROSS CRESCENT, SUNSHINE BEACH QLD 4567 Lot 571 ON RP48112 CIVIL WORKS DRAWING SCHEDULE DRAWING NUMBER DRAWING TITLE REVISION 001 COVER SHEET & LOCALITY PLAN 001 002 GENERAL NOTES 001 020 EARTHWORKS LAYOUT PLAN 001 Lot 571, RP48112 021 EARTHWORKS SECTIONS 001 (15 Ross Crescent) 040 STORMWATER LAYOUT PLAN 001 ROAD LAYOUT PLAN AND DRIVEWAY VERTICAL 060 001 CLEARANCE CHECK 061 VEHICLE SWEPT PATH LAYOUT PLANS - 1 OF 3 001 062 VEHICLE SWEPT PATH LAYOUT PLANS - 2 OF 3 001 063 VEHICLE SWEPT PATH LAYOUT PLANS - 3 OF 3 001 LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED RESIDENTIAL DEVELOPMENT MARK BAIN CONSTRUCTIONS TITLE: STATUS: PTY LTD 15 ROSS CRESCENT, COVER SHEET AND RFI RESPONSE © ABN 89 647 469 707 SUNSHINE BEACH, QLD 4567 JARO BAULEKA LOCALITY PLAN 75 NOOSA DRIVE RPEQ: 2693 01 02/09/22 RFI RESPONSE ISSUE JAC MVP JB SCALE: NOOSA HEADS, QLD 4567 CPEng +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP N.T.S. DATE: 02/09/22 DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220072 A1 01
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Page 2
GENERAL NOTES COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND EARTHWORKS NOTES ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. PRACTICAL TO RESTRICT DUST MOVEMENT.
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
SETOUT THE WORKS.
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS
20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN COMMENCING.
REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED TMP. OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN
20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN STRUCTURAL FILL. ENGINEER.
OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION ACCORDANCE WITH OPW APPROVALS BY COUNCIL. 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE
RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF OF A SPECIALIST SHORING CONTRACTOR.
INCURRED BY RECOR. MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
RESERVE, PARKS/OPENSPACE, EASEMENTS. SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE STRUCTURAL ENGINEER.
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY AS1289.
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE AND CONSTRUCTION CODE (2013). 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN SATISFACTION.
AS REQUIRED DURING PROPOSED WORKS. AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN
24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
STANDARD SIGNS AND LINE MARKING NOTES WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY
INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND HEAVY MOBILE PLANT ON THE SITE.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 1. GENERAL DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC REQUIRED BULK EARTHWORKS SURFACE.
AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR CONTROL DEVICES (CURRENT EDITION). 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 2. SIGNS GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO
NOTED OTHERWISE. UNDERTAKE THE PRELOADING OPERATIONS.
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND
ROAD PAVEMENTS. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE INSPECTIONS:
FACE OF KERB. CONTENT FOR STANDARD COMPACTION.
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
AUTHORITY/COUNCIL. TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN
HEADLIGHT. CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH INSPECTIONS. SHOULD THE
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3. SIGN SUPPORTS STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN WHERE THEY ARE IN A PAVED SURFACE. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR 4. LINEMARKING CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' CONTRACTOR.
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF a. PRESTART
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
REQUIRED. JOINTING NOTES HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE c. SIDE AND CUT OFF DRAINS
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE TO THE REQUIRED BEARING CAPACITY UNDER THE
REQUIREMENTS OF AS3727.1:2016. d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
2. SAW CUT JOINTS MUST BE: 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1. BETWEEN
1 AND 1 OF CONCRETE PAVEMENT DEPTHS. TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF
AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN
f. STORMWATER STRUCTURE BASE SLABS
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR
TO NOTE COUNCILS ADAC REQUIREMENTS.
4 3 LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION). g. SEWER RETICULATION
2.2.
CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO h. WATER RETICULATION
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH 2.3.
PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
RELEVANT APPROVALS. i. PAVEMENT SUBGRADE
POURS. 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL j. PAVEMENT REINFORCING
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS. ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
k. PAVEMENT PRIOR TO SEALING (PRESEAL)
CONSTRUCTION. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES ACCORDANCE WITH LANDSCAPE DRAWINGS. l. RETAINING WALL FOOTING REINFORCING
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
DEMOLITION WORKS COMMENCING ON SITE.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB MANAGEMENT PLANS.
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE SURFACE. 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE o. PRACTICAL COMPLETION
U.N.O. 6. DOWEL BARS ARE TO BE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE p. ON MAINTENANCE
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
q. OFF MAINTENANCE
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO 400MM CENTRES 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS
COMMENCEMENT OF ANY WORKS ON SITE. 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
300MM CENTRES AUSTRALIAN STANDARDS AND LEGISLATION. DEVELOPMENT APPROVAL)
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE 300MM CENTRES UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT RELEVANT TO THEIR CERTIFICATION SCHEME
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, GENERAL NOTES RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA
75 NOOSA DRIVE RPEQ: 2693
01 02/09/22 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S. DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220072 A1 01
Page 3
CUT/FILL DEPTH RANGE
Lower_value Upper_value Colour
-2.25 to -2.5 M
-2. to -2.25 M
-1.75 to -2. M
-1.5 to -1.75 M
-1.25 to -1.5 M
-1. to -1.25 M
-0.9 to -1. M
-0.8 to -0.9 M
-0.7 to -0.8 M
-0.6 to -0.7 M
-0.5 to -0.6 M
-0.4 to -0.5 M
-0.3 to -0.4 M
C D -0.2 to -0.3 M
21 21 -0.1 to -0.2 M
0 to -.1 M
0 to .1 M
36.25 36.5 36.75 37.00 37.25 240o00'00"
40.233 0.1 to 0.2 M
0.2 to 0.3 M
0.3 to 0.4 M
A A
D01
0.4 to 0.50 M
21 37.50 37.25
21
36.00 0.5 to 0.6 M
0.6 to 0.7 M
35.75 0.7 to 0.8 M
Ross Crescent
37.25
0.8 to 0.9 M
1 2 3 4 5 6 0.9 to 1 M
35.50
B B
330o00'00"
330o00'00"
21 21
15.088
15.088
35.25
EARTHWORKS VOLUMES
37.50 EARTHWORKS VOLUMES FROM
EXISTING SURFACE TO DESIGN
240o00'00"
34.95 34.95 35.25 35.50 35.75 36.00 36.5 36.75 37.00 37.25 40.233 37.25 SURFACE
36.25
CUT = 577m³
FILL = 49m³
BALANCE = 527m³
C D NOTES
1. FOR GENERAL AND EARTHWORKS NOTES
21 21 REFER DWG 002, WHICH IS TO BE REQUESTED
AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, EARTHWORKS PLAN RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220072 A1 01
Page 4
BASEMENT
FFL 35.1
D BULK EARTHWORKS
- SECTION SCALE 1:100
DRIVEWAY CARPARK
FFL 35.7
C BULK EARTHWORKS
- SECTION SCALE 1:100
CARPARK BED 4 BASEMENT BACKYARD
FFL 37.35 FFL 37.75
FFL 35.7
FFL 35.1
B BULK EARTHWORKS
- SECTION SCALE 1:100
DRIVEWAY BASEMENT BACKYARD
FFL 35.1
-6.255 % -7.203 %
FFL 35.1
A BULK EARTHWORKS
- SECTION SCALE 1:100
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, EARTHWORKS SECTIONS RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
021 20220072 A1 01
Page 5
LEGEND
PROPOSED STORMWATER DRAINAGE
PROPOSED GRATE
PROPOSED FIELD INLET PIT
PROPOSED STORMWATER TANK
GRATED TRENCH DRAIN ACO
KLASSIKDRAIN 100 OR SIMILAR. DRAIN
DRAINAGE NOTES
TO UNDERGROUND STORAGE TANK
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
2.5KL UNDERGROUND STORAGE TANK AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE
WITH PUMP OUT. PUMP AND OUTLET BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
DETAILS TO TO HYDRAULIC
ENGINEERS SPECIFICATIONS.
WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO
BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø150
GRADE BASEMENT PAVEMENT TO SN8 uPVC OR APPROVED EQUIVALENT.
SUMP. DRAIN TO STORAGE TANK FOR 7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
PUMP OUT.
AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
AS1992.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
36.25 36.5 36.75 37.00 37.25 240o00'00"
1.0% 12.7m 24.6m 3.2% FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
40.233
Ø150 Ø150
CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
m 8.8m 1.0 10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
2.5
D01
%
% 0 Ø150 37.25 FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
5.4m 6.5% 3.9 Ø15 37.50
36.00 Ø150 STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE
CLASS "D" IN ACCORDANCE WITH AS3996.
5)
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
x7
25
35.75
BE LOOSE OR MOVE UNDER WHEEL LOADS.
(1
D 1m
S
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
RH
Ross Crescent
SE 6.
37.25
NI % 1
ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
VA 0.5
GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
1 2 3 4 5 6
MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
L
GA
35.50
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
2x
UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
TO.
330o00'00"
330o00'00"
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
15.088
15.088
35.25 THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
CONTRACTORS EXPENSE.
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
37.50
ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS
240o00'00"
34.95 34.95 35.25 35.50 35.75 36.00 36.5 36.75 37.00 37.25 40.233 37.25 TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD
36.25
CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
REPLACING AT THEIR COST.
16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL
PROVIDE NEW KERB ADAPTOR
OUTLET AS PER NSC STD DWG RS-081 SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE
SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS
IDENTIFIED IN THESE PLANS IMMEDIATELY.
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH
THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND
SAFETY ACT 2011.
19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND
CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE
FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE
FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
20.ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM
THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED
TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
AS1289.6.2.
21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE
WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
SPECIFICATIONS.
22.INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED
TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72
MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE
WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF INTERNAL
CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, STORMWATER LAYOUT RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA PLAN
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220072 A1 01
Page 6
REMOVE EXISTING DRIVEWAY
CROSSOVER AND REPLACE WITH B1
TYPE KERB AS PER NSC STD DWG
RS-080
MC01
PROVIDE NEW DRIVEWAY CROSSOVER
IN ACCORDANCE WITH NSC STD DWG
RS-049 & RS-050
ROAD LAYOUT PLAN
PROPERTY BOUNDARY
SCALE 1:100
RL 36.617
RL 36.655
RL 36.605
RL 36.355
RL 36.68
RL 35.779
RL 35.769
RL 35.549
RL 35.1
B99
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
12.5% 2.5% 5% -5% -16.7% -11.3% -0.8% -6.1% -6%
1500 1500 500 1500 1500 5100 1230 3580 7450 Ground Clearance (units: mm)
Part # Front Wheelbase Rear
#1 120 120 120
DRIVEWAY VERTICAL CLEARANCE CHECK - MC01 LONG SECTION
SCALE 1:100
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, ROAD LAYOUT PLAN AND RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA DRIVEWAY VERTICAL
RPEQ: 2693
75 NOOSA DRIVE
NOOSA HEADS, QLD 4567
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
CPEng
CLEARANCE CHECK
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
060 20220072 A1 01
Page 7
STA
B85 B85 B85
NDA ST
STANDARDS 2004 (AU_NZ) STANDARDS 2004 (AU_NZ) STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
RDASN
B8D2A50R0D4 (AU STANDARDS 2004 (AU_NZ)
B8200 NZ)
S
5 (A
4
_
U_
STANDARDS 2004 (AU_NZ)
NZ
)
B85
B85
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
ENTRY B99 - PARKING BAY 1 EXIT B99 - PARKING BAY 1
B99 _NZ
) B99
B920904 (AU STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
RDS
NDA
STA
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
B99
B99
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All
rights reserved.
ENTRY B99 - PARKING BAY 2 EXIT B99 - PARKING BAY 2
B99 Z) B99
B920904 (AU_
N STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc.
All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
RDS
NDA
STA
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
B99
B99
reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights
ENTRY B99 - PARKING BAY 3 EXIT B99 - PARKING BAY 3
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, VEHICLE SWEPT PATH RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA LAYOUT PLANS - 1 OF 3
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
061 20220072 A1 01
Page 8
B99 U_
NZ) B99
B9904 (A
STANDARDS 2004 (AU_NZ) STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
20
DS
DAR
S TAN
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
B99
B99
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
ENTRY B99 - PARKING BAY 4 EXIT B99 - PARKING BAY 4
Z)
B99 U _N B99
STANDARDS 2004 (AU_NZ) 9 (A STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
B92004
DS
DAR
AN
ST
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
B99
B99
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
ENTRY B99 - PARKING BAY 5 EXIT B99 - PARKING BAY 5
Z)
_N
B85 B85
(AU
STANDARDS 2004 (AU_NZ) STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved. (c) 2022 Transoft Solutions, Inc. All rights reserved.
DS 85
04
20
AR B
ND
STA
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
B85
B85
(c) 2022 Transoft Solutions, Inc. All rights reserved.
(c) 2022 Transoft Solutions, Inc. All rights reserved.
ENTRY B99 - PARKING BAY 6 EXIT B99 - PARKING BAY 6
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, VEHICLE SWEPT PATH RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA LAYOUT PLANS - 2 OF 3
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
062 20220072 A1 01
Page 9
B99
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions,
Inc. All rights reserved.
B99 B99
STANDARDS 2004 (AU_NZ) STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
B99
B99
Inc. All rights reserved.
Inc. All rights reserved.
(c) 2022 Transoft Solutions,
(c) 2022 Transoft Solutions,
ENTRY B99 - VISITOR PARKING BAY EXIT B99 - VISITOR PARKING BAY
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, VEHICLE SWEPT PATH RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA LAYOUT PLANS - 3 OF 3
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
063 20220072 A1 01