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20240072 40 Cullinane St Combined
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40 CULLINANE STREET, TEWANTIN 40 CULLINANE STREET, TEWANTIN WALT CONSTRUCTION LOCALITY PLAN E ET R STR BUTLE DRAWING LIST McK SITE LOCATION INNON DWG NO. DESCRIPTION DRI VE C001 COVER SHEET AND LOCALITY PLAN C005 GENERAL NOTES C020 LAYOUT PLAN C030 STORMWATER LONG SECTION AND DETAILS C045 EROSION AND SEDIMENT CONTROL PLAN CULLIN C046 EROSION AND SEDIMENT CONTROL DETAILS ANE ST R EET T STREE T STREE R TEWANTIN BUTLE WERIN © NEARMAP POINCI ANA AV ENUE © METROMAP North Point Approved Project Address Title 40 CULLINANE STREET, TEWANTIN COVER SHEET AND LOCALITY PLAN N ADAM BROUGHTON RPEQ 8915 For and on behalf of RECOR Pty Ltd. Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size SUNSHINE COAST | BRISBANE B 23.07.24 RFI AMENDMENTS AB MP NTS www.recor.au | ABN 89 647 469 707 WALT CONSTRUCTION 40 CULLINANE STREET, TEWANTIN A1 A 08.05.24 ISSUE FOR APPROVAL AB MP COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision 20240072 C001 B client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
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Full text of sections 2 to 5 (of 8)
Section 2
GENERAL NOTES c. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO
KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. NORMAL TO APPROACHING HEADLIGHT. WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND
3. SIGN SUPPORTS LEGISLATION.
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR a. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS,
PAVED SURFACE.
ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST
4. LINEMARKING GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND a. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO MORETON WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
b. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
BAY REGIONAL COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY
GUIDELINES, ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE
JOINTING NOTES CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS
CAN COMMENCE.
TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF
REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY AS3727.1:2016. 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF
ADDITIONAL COSTS INCURRED BY RECOR. 2. SAW CUT JOINTS MUST BE: THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE GEOTECHNICAL INVESTIGATION
REPORT. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE
a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR 4 3
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY GEOTECHNICAL ENGINEER.
b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW SHORING WILL BE REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE EXPANSION AND CONTRACTION MOVEMENTS.
AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN
COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL MISMATCHED JOINTS. AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR 6. DOWEL BARS ARE TO BE CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO
b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES THEIR SATISFACTION.
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE RESTORED c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL
GRASSED AREAS AND ROAD PAVEMENTS. LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
EARTHWORKS NOTES THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE FOR
DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE 1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE REPORT BY GEOTECHNICAL ENGINEER. IT IS RECOMMENDED THAT THE GEOTECHNICAL 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL
OWNER/MANAGER / AUTHORITY/COUNCIL. CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR THE IMPORT AND REMOVAL OF
COMMENCING. ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING OPERATIONS.
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH
AND SAFETY REQUIREMENTS. 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN
NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN
SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 3.
STRUCTURAL FILL.
UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS INSPECTIONS
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE PREPARATION FOR BULK
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE
VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A MINIMUM OF
EXPENSE.
72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS, REQUEST AN INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO ALLOW
THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT
WORKS CAN COMMENCE. WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO FAIL ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
ENSURE THERE ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE CONTRACTOR.
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289.
IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE a. PRESTART
ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL
SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY.
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND EROSION
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION AND
TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE. CONTROL MEASURES UNSUITABLE GROUND
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION. 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE c. SIDE AND CUT OFF DRAINS
UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
COMMENCING ON SITE. GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE
SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE
SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND SERVICES
SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
f. STORMWATER STRUCTURE BASE SLABS
7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
STANDARD COMPACTION. g. PAVEMENT SUBGRADE
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY h. PAVEMENT REINFORCING
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE
APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING WALLS ARE TO BE PREPARED
AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. i. PAVEMENT PRIOR TO SEALING (PRESEAL)
IN ACCORDANCE WITH STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT.
OR REMOVE FROM SITE AS DIRECTED.
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, HYDRAULICS, ETC. j. RETAINING WALL FOOTING REINFORCING
CONSULTANT AND CONTRACTOR DRAWINGS. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING
WALL COLOUR AND FINISH. k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD
OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL ENGINEERING
l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED
IMPLEMENTATION OF THE TMP. GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL
EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE m. PRACTICAL COMPLETION
DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE
21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS
TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED n. ON MAINTENANCE
RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
BY THE GEOTECHNICAL REPORT.
22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT o. OFF MAINTENANCE
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD
FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT
MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT LEAST 75% IN ACCORDANCE WITH
LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT
COMPACTION). APPROVAL)
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND
APPROVALS ON SITE AT ALL TIMES.
12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL
LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798.
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN ACCORDANCE WITH
WITH THE UNITYWATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013). GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
STANDARD SIGNS AND LINE MARKING NOTES 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH
LANDSCAPE DRAWINGS.
1. GENERAL
a. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).
2. SIGNS 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
a. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
b. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED
LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH
MOUNTABLE KERB 500 FROM FACE OF KERB. EROSION AND SEDIMENT CONTROL PLAN
North Point Approved Project Address Title
40 CULLINANE STREET, TEWANTIN GENERAL NOTES
ADAM BROUGHTON RPEQ 8915
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 23.07.24 RFI AMENDMENTS AB MP NTS www.recor.au | ABN 89 647 469 707 WALT CONSTRUCTION 40 CULLINANE STREET, TEWANTIN A1
A 08.05.24 ISSUE FOR APPROVAL AB MP COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20240072 C005 B
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Section 3
dWM
LEGEND - EXISTING
dTU
dTU
dTU
PROPERTY BOUNDARY
BUTLER STREET
dWM
//// //// //// //// ////
EDGE OF PAVEMENT
dTU
dTU
25.0 MAJOR CONTOURS (1m INTERVAL)
dTU
MINOR CONTOURS (0.25m INTERVAL)
dWM
dTU
dTU
/ / / / / / / / FENCE
dTU
D D STORMWATER DRAINAGE
EXISTING STREET
dWM
E E E ELECTRICITY - ABOVEGROUND
dTU
dTU
TREE TO BE REMOVED
WATER (BYDA)
dTU
dWM dWM
3
1 SP254372
dE dE ELECTRICITY - UNDERGROUND (BYDA) JOIN NEW KERB AND CHANNEL SP254372
dWM
dTU
dTU
dTU dTU TELSTRA (BYDA) NEATLY TO EXISTING
dTU
S S S SEWER (BYDA) JOIN NEATLY TO EXISTING FOOTPATH
DRIVEWAY TO BE CONSTRUCTED GRADE IN EMT A EMT F
SP254372 SP254372
ACCORDANCE WITH NOOSA SHIRE COUNCIL
dTU
dTU
dWM
0.50
LEGEND - PROPOSED
5
47
S S S S S S S
.
MH
10
STANDARD DRAWING RS-049
RL
dTU
RT
/ / / / / / / / / / / / / / / / / / / / /
VE
IN
PROPERTY BOUNDARY (W) (W) (W) (W)
PROPOSED 3m WIDE EASEMENT
////
/ / / / / / /
/
AS PER UNITYWATER
E
dTU
dTU
/
EASEMENT
dWM
/
(S)
/
REQUIREMENTS
////
NEW WATER SERVICE AS PER
/
dTU
5.00
3.00
/
KERB AND CHANNEL
/
UNITYWATER REQUIREMENTS
E
/
/
////
/ / /
/
FILL DRAIN AND TURF
/
/
/
EXISTING TREE TO BE
dTU
/
dTU
/
/
/
dWM
/ /
////
/ / / / / / /
/
E
NEW SEWER CONNECTION TO
/
/
/
ASPHALT PAVEMENT REMOVED
/
dTU
/
(S)
0.50
/
/
NEW TYPE M1 KERB AND CHANNEL IN ACCORDANCE BE PROVIDED
/
/
/
/
////
/ / /
CONCRETE DRIVEWAY / FOOTPATHS
/
/ /
WITH IPWEAQ STD DWG RS-080
/
E
dTU
dTU
STORMWATER DRAINAGE
////
(D) (D) (D)
dWM
dTU
E
(S) SEWER
////
NO EARTHWORKS PROPOSED
(S)
(W) WATER 25
dTU
dTU
E
////
M37808
dWM
GRUB AND BACKFILL EXISTING SWALE DRAIN. AREA
dTU
////
TO GRADE SMOOTHLY FROM EXISTING FOOTPATH
E
1
RP127953
TO NEW BACK OF KERB. REINSTATE WITH TURF.
(S)
////
dTU
dTU
E
dWM
dTU
JOIN NEATLY TO EXISTING FOOTPATH
////
2
EXISTING CONCRETE FOOTPATH TO BE RETAINED 10 RP127953
1/A
E
////
dTU
dTU
(D)
10
NEATLY SAWCUT EXISTING PAVEMENT AND
dWM
dTU
//
E
//
MATCH TO EXISTING PAVEMENTS LEVELS. / / /
(D)
/ / /
REFER TO TYPICAL SECTION FOR DETAILS
/ / / / / / /
/
/
dTU
dTU
E
/
/
ANNEX STRUCTURE TO
/
/
dWM
dTU
//
(D)
/
BE DEMOLISHED.
/
//
DRIVEWAY TO BE CONSTRUCTED IN
E
/
/
ACCORDANCE WITH NOOSA SHIRE COUNCIL
////
/
/
dTU
dTU
/
/
STANDARD DRAWING RS-049 EXISTING DWELLING
dTU
dTU
(D)
0.50
/
E
/
/
////
dTU
TO BE RETAINED
dWM
/
dTU
/
/ / / /
/
/
(W) (W)
////
/ (W)
/
/
(D)
E
/
////
dTU
dTU
E
/
/
dE
E
dTU
dTU
////
/
/
dE
////
dTU
dWM
/
/
E
E
dTU
5.00
3.00
(D)
dTU dE dT
/
/
/ / / / / / / / /
U
07
///
Section 4
E
dE
.4
dWM
////
9
dTU
RL
/
E
dE
RT
dTU
dWM
E
VE
dTU
dTU
dTU
(D)
IN
dE
/ /
////
E
dTU
dTU
E
dWM
/
dTU dE
/
dTU
dWM
0.50
/
dTU
/
dWM dE 6m TRUNCATION FROM
E
dTU
/
////
E
/
dE / /
(D)
dTU 2/A EXISTING PROPERTY
E
7
dWM
08
dTU
dE
dTU
9.
dTU
dTU
RL
dTU dE BOUNDARY.
////
dTU
RT
dE
dWM
E
dTU
VE
dTU dE
dT
DRIVEWAY DIMENSIONS
IN
U dWM
dWM dTU dE
)
(D
dTU MH
dE
E
dTU dWM dTU dE
dTU
dT MH
TRANSITION TO EXISTING KERB AND CHANNEL TO
dE
)
(D
dWM
dTU U
dTU dE dWMdE dE dE dE dE dE dE
dTU
dE
ENSURE UNINTERUPTED DRAINAGE AND FLOW INTO dWM dWM dWM dWM dWM dWM dWM dWM dWM dWM dWM
E
dTU dWM
dWM
dTU d dTU
)
DOWNSTREAM PIT
(D
dTU
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dTU dTU dTU dTU dTU dTU dTU
dTU dTU
dE
dTU
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)
dT
(D
dT
dTU dTU U
3/A
E
EXISTING KERB AND CHANNEL
dE
dTU dTU dTU
dT
NOTES
U
E
1. SURVEY UNDERTAKEN BY BENNETT AND BENNETT DATED BREAK INTO BACK OF EXISTING GULLY ALL EXISTING SERVICES IN VICINITY OF PROPOSED
dT
E
PIT AND CONNECT ROOFWATER PIPE
U
5/4/24 ROOFWATER LINE TO BE ACCURATELY LOCATED
PRIOR TO COMMENCING CONSTRUCTION
E
dT
dTU dTU dTU
U
dE CULLINANE STREET
E
dE
dE
dE
E
dE
dE
E
North Point Approved Project Address Title
40 CULLINANE STREET, TEWANTIN LAYOUT PLAN
N
ADAM BROUGHTON RPEQ 8915
For and on behalf of RECOR Pty Ltd.
C 23.07.24 RFI AMENDMENTS AB MP Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 05.07.24 RFI AMENDMENTS JB MP 1:200 0 2 4 6 8m www.recor.au | ABN 89 647 469 707 WALT CONSTRUCTION 40 CULLINANE STREET, TEWANTIN A1
A 08.05.24 ISSUE FOR APPROVAL AB MP COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20240072 C020 C
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Section 5
NOTES
STRUCTURE 1. GRATED INLET PITS TO BE CONSTRUCTED IN ACCORDANCE WITH IPWEAQ STD
1/A
2/A
3/A
DWG DS-050
NAME 2. STORMWATER PIPES TO BE LAID IN ACCORDANCE WITH IPWEAQ STD DWG
DS-030. PIPES TO BE PVC U.N.O.
3. STORMWATER DRAINGE INVERT LEVELS TO BE CONFIRMED ONCE EXISTING
900mm x 600mm TYPE 2
900mm x 600mm TYPE 2
GRATED FIELD INLET
GRATED FIELD INLET
EXISTING GULLY PIT
SERVICES ACCURATELY LOCATED
STRUCTURE
DESCRIPTION
E
dWM
dTU
dE
dTU
E
dTU
E
E dWM E
dE
dTU
E
dTU
dTU
BREAK INTO BACK OF EXISTING GULLY PIT
AND CONNECT NEW ROOFWATER PIPE
INVERT LEVELS OF PIPE TO BE CONFIRMED
ONCE SERVICES ACCURATELY LOCATED
PIPE SIZE (mm) 225 225
PVC PVC BUTLER STREET
PIPE CLASS
PIPE GRADE (%) 2.55% 1.00% 0.60 FILL EXISTING SWALE AND
39.17 100.00 NOMINAL EXISTING FOOTPATH
PIPE SLOPE (1 in X) TURF. ENSURE FREE
DRAINING TOWARD KERB
0.15 MIN 3% NOMINAL
EXISTING EDGE OF PAVEMENT CROSSFALL
DATUM RL2.0 SAWCUT EXISTING PAVEMENT
1.100
2.109
1.209
1.209
1.075
DEPTH TO INVERT
30mm DG10 ASPHALT
INVERT LEVEL
7.391
9.000
8.400
7.260
7.260
TYPE M1 KERB AND CHANNEL
OF DRAIN LEAN MIX CONCRETE BASE COURSE
150mm TYPE 2.3 CBR 45 SUBBASE
EXISTING / DESIGN
9.500
8.469
E 2015.254 10.075
SURFACE LEVEL
TYPE D SUBSOIL DRAIN
N 563.272
E 2015.254
N 596.333
N 572.829
E 2006.335
SETOUT
COORDINATES TYPICAL SECTION
PAVEMENT WIDENING
0.000
23.503
36.576
SCALE 1:20
CHAINAGE 23.503 13.073
LINE A
North Point Approved Project Address Title
40 CULLINANE STREET, TEWANTIN STORMWATER LONG SECTION AND DETAILS
ADAM BROUGHTON RPEQ 8915
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
1:1000 0 10 20 30 40m www.recor.au | ABN 89 647 469 707 WALT CONSTRUCTION 40 CULLINANE STREET, TEWANTIN A1
A 23.07.24 RFI AMENDMENTS AB MP COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20240072 - 00 C030 A
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
The text continues on section 6.