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RFI - 20210153 Maple St Civil Plans
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COOROY NDIS RESIDENTIAL DEVELOPMENT
45 MAPLE ST, COOROY, QLD 4563
LOT 15 & 18 C5605, 1 & 2 RP99323
CIVIL WORKS
SCHEDULE OF DRAWINGS
ST
PLE
DWG No. TITLE
MA
OPAL ST
001 COVER SHEET & LOCALITY PLAN
002 GENERAL NOTES
003 EXISTING LAYOUT PLAN
ELM ST
GARNE
010 OVERALL LAYOUT PLAN - GROUND FLOOR T ST
011 OVERALL LAYOUT PLAN - BASEMENT FLOOR GARNE
T ST
020 BULK EARTHWORKS LAYOUT PLAN
021 EARTHWORKS SECTIONS
030 EROSION AND SEDIMENT CONTROL LAYOUT PLAN
031 EROSION AND SEDIMENT CONTROL DETAILS VICTOR
Y LN
040 ROADWORKS AND DRAINAGE LAYOUT PLAN
041 DRIVEWAY LONGITUDINAL SECTION RUBY ST
042 TYPICAL CROSS SECTIONS
ST
043 SETOUT PLAN - GROUND FLOOR
MYA
E
PL
044 SETOUT PLAN - BASEMENT FLOOR
E ST
LL S
MA
045 FOOTPATH DETAIL PLAN
AL LN
T
WATTL
046 FOOTPATH LONGITUDINAL SECTION SUBJECT SITE
HOSPIT
047 FOOTPATH CROSS SECTIONS ST
ELM
048 LINEMARKING LAYOUT PLAN
049 PAVEMENT DETAILS
050 STORMWATER CATCHMENT LAYOUT PLAN
051 STORMWATER LONGITUDINAL SECTION
052 STORMWARTER CALCULATION TABLE TOPAZ ST
053 DRAINAGE DETAILS SHEET 1 OF 2
ST
054 DRAINAGE DETAILS SHEET 2 OF 2
MAPLE
MY
AL
LS
T
LOCALITY PLAN
SCALE 1:2000
North Point Approved Project Address Title
BEN PARRY
RPEQ 28084 45 MAPLE ST, COOROY, QLD 4563 COVER SHEET & LOCALITY PLAN
N
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 28/04/23 RFI UPDATE QT BP www.recorconsulting.com | ABN 89 647 469 707 MARK MELVILLE COOROY NDIS RESIDENTIAL 20210153 A1
A 28/03/22 MCU ISSUE JAC BRP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DEVELOPMENT Drawing Number Revision
001 B
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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Full text of sections 2 to 4 (of 39)
Section 2
GENERAL NOTES ANDSTOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO PRACTICAL TO RESTRICT DUST MOVEMENT.
EARTHWORKS COMMENCING.
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF
TO ACCURATELY SETOUT THE WORKS. AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO STRUCTURAL FILL. REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE TMP. SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE. 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN GEOTECHNICAL ENGINEER.
ACCORDANCE WITH OPW APPROVALS BY COUNCIL. 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT 22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
ADDITIONAL COSTS INCURRED BY RECOR. ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. AS1289. 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND 23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN STRUCTURAL ENGINEER.
RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN
ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH ANY HEAVY MOBILE PLANT ON THE SITE.
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE
AND CONSTRUCTION CODE (2013). ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED
25. CONTOURS IN ADJACENT PROPERTIES HAVE BEEN GENERATED USING SATISFACTION.
PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
LIDAR TOPOGRAPHY DATA FROM THE NOOSA-GYMPIE 2015 PROJECT
AND JOINED TO SURVEY DATA FOR CONCEPTUAL PURPOSES ONLY. DUE LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND TO THE NATURE OF LIDAR TOPOGRAPHY, DISCREPANCIES BETWEEN MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SURVEY LEVELS AND ADJOINING LEVELS MAY ARISE. IN THESE PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING INSTANCES, SURVEY LEVELS ARE TO TAKE PRECEDENCE. COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL REQUIRED BULK EARTHWORKS SURFACE.
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL
STANDARD SIGNS AND LINE MARKING NOTES
WORKS. 1. GENERAL 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
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
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC
UNDERTAKE THE PRELOADING OPERATIONS.
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, CONTROL DEVICES (CURRENT EDITION). 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND 2. SIGNS PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
ROAD PAVEMENTS. 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
a. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS
NOTED OTHERWISE. IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR
b. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO
WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. INSPECTIONS:
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / 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
AUTHORITY/COUNCIL. FACE OF KERB. CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
c. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF
BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING
AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN HEADLIGHT. REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR 3. SIGN SUPPORTS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO a. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS a. PRESTART
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF WHERE THEY ARE IN A PAVED SURFACE. SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE 4. LINEMARKING THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS a. REDUNDANT LINEMARKING IS TO BE GROUND OFF. REPORT.
SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
REQUIRED. b. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX c. SIDE AND CUT OFF DRAINS
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND JOINTING NOTES OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION). d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF AS3727.1:2016.
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL 2. SAW CUT JOINTS MUST BE: 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE
4 3 f. STORMWATER STRUCTURE BASE SLABS
CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. g. PAVEMENT SUBGRADE
RELEVANT APPROVALS. 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. PAVEMENT REINFORCING
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
CONSTRUCTION. i. PAVEMENT PRIOR TO SEALING (PRESEAL)
IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB MANAGEMENT PLANS. j. RETAINING WALL FOOTING REINFORCING
DEMOLITION WORKS COMMENCING ON SITE. SURFACE.
6. DOWEL BARS ARE TO BE 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM 400MM CENTRES FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
SITE U.N.O. PLAN
b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
300MM CENTRES m. PRACTICAL COMPLETION
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
COMMENCEMENT OF ANY WORKS ON SITE. 300MM CENTRES n. ON MAINTENANCE
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON o. OFF MAINTENANCE
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. EARTHWORKS NOTES UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE 1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE DEVELOPMENT APPROVAL)
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CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS
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
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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
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North Point Approved Project Address Title
BEN PARRY
RPEQ 28084 45 MAPLE ST, COOROY, QLD 4563 GENERAL NOTES
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 28/04/23 RFI UPDATE QT BP www.recorconsulting.com | ABN 89 647 469 707 MARK MELVILLE COOROY NDIS RESIDENTIAL 20210153 A1
A 28/03/22 MCU ISSUE JAC BRP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DEVELOPMENT Drawing Number Revision
002 B
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
Section 3
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NOTES:
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND
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2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING
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EXISTING GRAVEL DRIVEWAY PP
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X
W
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( ( EXISTING CONCRETE
114.2
( (
\
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NOTE:
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E
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\
(
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(
X
\
119.8
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T
AND MAKE GOOD
( (
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122.2 ( EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
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EXISTING BUILDING TO BE
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(
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(
(
W
(
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( X IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT
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119.6
REMOVE AND EXISTING
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.2
DWELLING MADE GOOD (
(
( ( \
E
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0 NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
(
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12 CONTRACTOR TO EXCAVATE,
W
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114.0
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X
(
S
X ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
\
114
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W
4
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LOCATE AND REMOVE OR CAP
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2. (
( (
115
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119.4
12
115
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\ REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
S
X
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EXISTING SEWER CONNECTIONS
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(
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.8
115
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(
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.0
115
X
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\ TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
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115
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.4
0.0
116 \ \
18
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(
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(
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
(
(
.6
(
12
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/
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.8
(
(
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/X
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C5605
W
RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
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(
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3.8
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119.2
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(
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E\
X
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11
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S
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W
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1 ( \
(
122.6
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( \
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W
E
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RP99323 (
(
The text continues on section 5.