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Attachment 2 - Revised Civil Engineering Plans
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Plans and drawings
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NOT FOR CONSTRUCTION
INDUSTRIAL UNIT DEVELOPMENT
NOOSAVILLE
62 GATEWAY DRIVE, NOOSAVILLE, QLD 4566
Lot 12 SP 216079
CIVIL WORKS
NOTE: VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS,
THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A WORKS CAN COMMENCE.
MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS
CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE
ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS.
RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. SUBJECT SITE
SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR. OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION.
a. PRESTART 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND EROSION COMMENCING ON SITE.
CONTROL MEASURES UNSUITABLE GROUND 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
c. SIDE AND CUT OFF DRAINS SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
f. STORMWATER STRUCTURE BASE SLABS APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
g. SEWER RETICULATION AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
h. WATER RETICULATION OR REMOVE FROM SITE AS DIRECTED.
i. PAVEMENT SUBGRADE 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
j. PAVEMENT REINFORCING CONSULTANTS/CONTRACTORS DRAWINGS:
k. PAVEMENT PRIOR TO SEALING (PRESEAL) SURVEYOR: LAND SURVEYING DYNAMICS
l. RETAINING WALL FOOTING REINFORCING ARCHITECT: SPROUT ARCHITECTS
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL HYDRAULICS: TBA
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES STRUCTURAL: RECOR
o. PRACTICAL COMPLETION LANDSCAPE: TBA
p. ON MAINTENANCE 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD
OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL
q. OFF MAINTENANCE ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT IMPLEMENTATION OF THE TMP.
APPROVAL) 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS BEN PARRY
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO THEIR RECEIVED FOR THE PROJECT RPEQ: 28084
CERTIFICATION SCHEME 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY CPEng NER
COUNCIL. DATE: 26/09/2022
GENERAL NOTES 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT
FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND
DO NOT SCALE, IF IN DOUBT ASK!
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. APPROVALS ON SITE AT ALL TIMES. LOCALITY PLAN
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE NOT TO SCALE
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013).
SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES,
ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE
TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY
REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY
ADDITIONAL COSTS INCURRED BY RECOR.
2 26/09/22 RFI UPDATE BP JB
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR 1 01/02/22 ISSUE FOR APPROVAL BP NW
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE
PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE DRAWING SCHEDULE Rev Date Description By Chk
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY DRAWING NUMBER DRAWING TITLE REVISION
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO C01 COVER SHEET AND LOCALITY PLAN 2
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS.
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL
C10 EXISTING SITE SERVICES PLAN 2
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS C20 STORMWATER CATCHMENTS PLAN 2 [email protected]
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR C30 ROADS AND DRAINAGE PLAN 2 37 MARY ST NOOSAVILLE, QLD
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 07 5211 1003
C31 DRIVEWAY SECTIONS 2
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE Client
RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, RICHARD KLINGE
GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. Project Name
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO INDUSTRIAL UNITS DEVELOPMENT
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE 62 GATEWAY DRIVE
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE NOOSAVILLE
OWNER/MANAGER / AUTHORITY/COUNCIL.
Title
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE COVER SHEET AND LOCALITY PLAN
HEALTH AND SAFETY REQUIREMENTS.
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO
NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN
SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY
OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW
Project No. Discipline Status
20210216 CIVIL PRELIMINARY
Designed By Drawn By Scale
BRP BRP NTS (at A3)
Drawing No. Revision
C01 2
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