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BR190571 - Civil Set
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PROPOSED BP SERVICE CENTRE
NOOSAVILLE
CIVIL WORKS
MARY STR & WEYBA ROAD, NOOSAVILLE, QLD 4566
FOR: WESSEL PETROLEUM
DRAWING INDEX No. OF LOTS = 2
DWG No. Sheet Title
GENERAL
AREA OF SITE = 0.2497 HA
C0.01 COVER SHEET AND LOCALITY PLAN
RP DESCRIPTION
C0.02 GENERAL NOTES
EROSION AND SEDIMENT
C1.01 EROSION AND SEDIMENT CONTROL DETAILS RP131598 & RP72829
C1.02 EROSION AND SEDIMENT CONTROL PLAN
EARTHWORKS
DATUM LEVEL
C2.01 BULK EARTHWORKS LAYOUT PLAN
SITEWORKS
P.S.M. 56227 RL 1.635m AHD
C3.01 SITEWORKS PLAN
C3.02 EXTERNAL SITEWORKS PLAN
C3.03 DRIVEWAY LONG SECTIONS SURVEYOR DETAILS
STORMWATER
C4.01 STORMWATER DRAINAGE PLAN INSITE SJC
C4.06 STORMWATER DRAINAGE LONG SECTION
PAVEMENT
CONTACT DETAILS:
C5.01 PAVEMENT PLAN ADDRESS: 67 BAROLIN STREET,
C5.02 SIGN AND LINEMARKING PLAN BUNDABERG, QLD, 4670
C6.01 CIVIL DETAILS SHEET 1 OF 2 PHONE: 07 4151 6677
C6.02 CIVIL DETAILS SHEET 2 OF 2
CONSTRUCTION NOTE
- CONTRACTOR TO CONFIRM THE LOCATION AND INVERT
OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION
- ALL PLANS TO BE READ IN CONJUNCTION WITH
PROJECT SPECIFICATIONS
CONSTRUCTION HOLD POINT
PRIOR TO CONSTRUCTION THE CONTRACTOR
SHALL VERIFY LEVELS OF ALL EXISTING
CROSSINGS AND CONNECTION POINTS.
SITE OF
CONSTRUCTION NOTE WORK
THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH:
- ALL PLANS TO BE READ IN CONJUNCTION WITH PROJECT
SPECIFICATIONS
- LANDSCAPE ARCHITECTS PLANS
- STORMWATER QUALITY MANAGEMENT REPORT
- SEDIMENT AND EROSION HAZARD ASSESSMENT
- GEOTECHNICAL REPORT
- VEGETATION MANAGEMENT PLAN (VMP)
- ENVIRONMENTAL MANAGEMENT PLAN (EMP)
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
CONSTRUCTION HOLD POINT LOCALITY PLAN
ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND
N.T.S.
FIELD INLETS FOR STORMWATER DRAINAGE AND SEWER
RPEQ No: 9330
RETICULATION HAVE BEEN POURED, FURTHER CONSTRUCTION
SHALL NOT PROCEED UNTIL THE SUPERINTENDENT AND OR
SIGNED:
ENGINEER HAVE INSPECTED THE WORKS FOR FINISHED LEVELS
AND APPROVED CONSTRUCTION TO CONTINUE.
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd COVER SHEET AND LOCALITY PLAN
North
LEVEL 4, 43 PEEL STR
B RFI ISSUE 26/08/20 BVZ SS South Brisbane QLD 4101
PROPOSED BP SERVICE CENTRE
A FOR APPROVAL 30/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 N.T.S SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C0.01 B
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Full text of sections 2 to 5 (of 18)
Section 2
GENERAL EARTHWORKS EXISTING SERVICES AND FEATURES REINFORCED CONCRETE ASPHALTIC CONCRETE
ORIGINAL SITE SURVEY PREPARED BY: INSITE SJC 1. FOLLOWING DEMOLITION OF EXISTING STRUCTURES, ALL VEGETATION, 1. THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION GENERAL GENERAL
DATUMS USED: AHD SOILS CONTAINING ORGANIC AND DELETERIOUS MATERIAL, CONCRETE AND REMOVAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS 1. CARRY OUT ALL CONCRETE WORK IN ACCORDANCE WITH AS 3600 AND 1. ASPHALTIC CONCRETE MIX DESIGN, MANUFACTURE, PLACING AND
VERT: RL1.635 SLABS, CONCRETE BUILDING FOOTINGS AND PAVEMENT AREAS SHALL BE AFFECTED BY THE WORKS WITHIN THE CONTRACT AREA, AS SHOWN ON THE SPECIFICATION. KEEP A COPY OF THE DOCUMENTS ON SITE. COMPACTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR
ORIGIN: PSM56227 STRIPPED AND REMOVED FROM SITE. THE DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT. 2. VERIFY ALL SETTING OUT DIMENSIONS WITH THE SUPERINTENDANT AC10 MIX AND AS 2734 - 1984 ASPHALT (HOT MIXED) PAVING - A GUIDE TO
CONTOUR INTERVAL: 0.20m 2. ALL EXISTING TREE STUMPS AND ROOTS SHALL BE GRUBBED OUT TO A ALL TO REGULATORY AUTHORITY STANDARDS AND APPROVAL. AND/OR THE SURVEYOR. GOOD PRACTICE. MINERAL FILLER TO COMPLY WITH AS 2357-1980 MINERAL
REAL PROPERTY DESCRIPTION: MINIMUM DEPTH OF 750mm. 2. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL 3. DO NOT OBTAIN DIMENSIONS BY SCALING THE DRAWINGS. FILLERS FOR ASPHALT.
LOT 1 ON RP131598 7 LOT 21 RP 729829 3. DEPRESSIONS FORMED BY REMOVAL OF UNDERGROUND ELEMENTS AND BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED. CONCRETE PAVEMENT PREPARATION
1. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON OR WEAKENED AREAS SHOULD BE CLEANED OUT AND FILLED WITH 3. PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL 4. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS 3600 2. THE EXISTING SURFACE TO BE SEALED SHALL BE DRY AND BROOMED
SITE PRIOR TO COMMENCEMENT OF WORK. COMPACTED IMPORTED FILL MATERIAL. OBTAIN THE SUPERINTENDENT'S APPROVAL FOR HIS PROGRAMME FOR CURRENT EDITIONS WITH AMENDMENTS, EXCEPT WHERE VARIED BY THE BEFORE COMMENCEMENT OF WORK TO ENSURE COMPLETE REMOVAL OF
2. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 4. IN AREAS OF EXISTING FILL WHERE THE DEPTH OF THE FILL IS DEEPER THE RELOCATION/CONSTRUCTION OF TEMPORARY SERVICES. CONTRACT DOCUMENTS. ALL SUPERFICIAL FOREIGN MATTER.
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT IS THE THAN 0.5m ALLOW FOR PARTIAL SUBGRADE REPLACEMENT TO 0.5m AS 4. EXISTING BUILDINGS, EXTERNAL STRUCTURES, AND TREES SHOWN ON 5. CONCRETE CHARACTERISTICS: 3. ALL DEPRESSIONS OR UNEVEN AREAS ARE TO BE TACK-COATED AND
RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THE LOCATION AND PER SECTION 6.2.5 OF THE SOILS SURVEY GEOTECH REPORT DATED FEB THESE DRAWINGS ARE FEATURES EXISTING PRIOR TO ANY SEPARATE BROUGHT UP TO GENERAL LEVEL OF PAVEMENT WITH ASPHALTIC
ELEMENT COMPRESSIVE STRENGTH SLUMP MAX AGG
LEVEL OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF ANY 2020. AND PRECEDING DEMOLITION WORKS. CONCRETE BEFORE LAYING OF MAIN COURSE.
F'c - 28 DAYS (MPa) (mm) SIZE (mm)
WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE 5. EXPOSED CONSTRUCTION AREAS SHALL BE PROOF ROLLED USING A 5. CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN TACK COAT
SUPERINTENDENT. VEHICLE WITH A TARE OF AT LEAST 5 TONNES PER AXLE IN THE PRESENCE EXISTING SUPPLY TO BUILDINGS REMAINING IN OPERATION DURING ALL KERBS, PITS ETC 20 80 20 4. THE WHOLE OF THE AREA TO BE SHEETED WITH ASPHALTIC CONCRETE
3. THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT BY A LICENSED OF THE NOMINATED GEOTECHNICAL TESTING AUTHORITY AND A WORKS TO THE SATISFACTION AND APPROVAL OF THE SUPERINTENDENT. FOOTPATH 25 80 20 SHALL BE LIGHTLY AND EVENLY COATED WITH RAPID SETTING BITUMEN.
LAND SURVEYOR. CONFIRM SETOUT WITH ARCHITECT. REPRESENTATIVE OF ACOR QLD PTY LTD. AREAS DEMONSTRATING ONCE DIVERSION IS COMPLETE AND COMMISSIONED THE CONTRACTOR CARPARK PAVEMENT 32 65 20 JOINTS
4. ALL SERVICE TRENCHES UNDER VEHICULAR PAVEMENTS SHALL BE EXCESSIVE MOVEMENT SHALL BE TREATED IF POSSIBLE, OR REMOVED TO SHALL REMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO 5. THE NUMBER OF JOINTS BOTH LONGITUDINAL AND TRANSVERSE SHALL BE
BACKFILLED WITH APPROVED FILL MATERIAL AND COMPACTED TO 100% COMPETENT MATERIAL AND REPLACED WITH COMPACTED IMPORTED FILL THE SATISFACTION OF THE SUPERINTENDENT. OSD TANK BASE AND LID 40 80 20 KEPT TO A MINIMUM.
STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 E1.1. MATERIAL. CONTRACTOR TO ALLOW A PROVISIONAL SUM FOR REMOVAL 6. INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS 6. NO 'BRECCIA' TYPE AGGREGATE IS TO BE USED. 6. THE DENSITY AND SURFACE FINISH AT JOINTS SHALL BE SIMILAR TO
5. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS OF UNSUITABLE MATERIAL AND REPLACEMENT WITH COMPACTED NOT TO CAUSE ANY INCONVENIENCE TO THE ADJACENT RESIDENCES. 7. CEMENT TO BE TYPE SL TO AS 3972 U.N.O. MAX CONCRETE SHRINKAGE TO THOSE OF THE REMAINDER OF THE LAYER.
SHALL BE RESTORED TO ORIGINAL, INCLUDING KERBS, FOOTPATHS, IMPORTED FILL MATERIAL. ALLOW A PROVISIONAL QUANTITY OF 375m³. CONTRACTOR TO GAIN APPROVAL OF THE SUPERINTENDENT FOR TIME OF BE 600 MICRON TO AS1012. COMPACTION
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD 6. ALL SOFT, WET OR UNSUITABLE MATERIAL IS TO BE REMOVED AND INTERRUPTION. 8. NO ADMIXTURES ARE TO BE USED WITHOUT THE APPROVAL OF THE 7. ALL COMPACTION SHALL BE UNDERTAKEN USING SELF PROPELLED
PAVEMENTS. REPLACED WITH APPROVED MATERIAL SATISFYING THE REQUIREMENTS ENGINEERS. ROLLERS.
6. WHERE NEW WORK ABUTS EXISTING, THE CONTRACTOR SHALL ENSURE LISTED BELOW FOR IMPORTED FILL MATERIAL. 9. A VIBRATOR IS TO BE USED FOR THE COMPACTION OF ALL CONCRETE. 8. INITIAL ROLLING SHALL BE COMPLETED BEFORE THE MIX TEMPERATURE
THAT A SMOOTH EVEN PROFILE FREE FROM ABRUPT CHANGES, IS
OBTAINED.
7. PLACE IMPORTED FILL MATERIALS SATISFYING THE REQUIREMENTS
LISTED BELOW TO NOMINATED BULK EARTHWORKS LEVELS ON BULK
STORMWATER 10. ALL CONCRETE PLACEMENT TO UTILISE ALIPHATIC ALCOHOL APPLIED TO
THE CONCRETE AFTER THE INITIAL SCREED. CONCRETE SHALL BE CURED
FALLS BELOW 105°C.
9. SECONDARY ROLLING SHALL BE COMPLETED BEFORE THE MIX
7. CARE TO BE TAKEN WHEN EXCAVATING ELECTRICAL, COMMUNICATIONS EARTHWORKS PLAN. 1. ALL 300 DIA. DRAINAGE PIPES AND LARGER SHALL BE CLASS "3" IN ACCORDANCE WITH AS3600 FOR A MINIMUM OF 7DAYS AFTER POURING, TEMPERATURE FALLS BELOW 60°C.
AND ORIGIN GAS SERVICES. NO MECHANICAL EXCAVATION TO BE 8. ALL IMPORTED FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY APPROVED SPIGOT AND SOCKET RCP PIPES WITH RUBBER RING JOINTS, UTILISING AN APPROVED, NON-OIL BASED CURING COMPOUND OR THE FINISHED PAVEMENT PROPERTIES
UNDERTAKEN OVER ELECTRICAL, COMMUNICATIONS AND GAS; HAND THE SUPERINTENDENT AND SHALL COMPLY WITH THE FOLLOWING: (U.N.O.). ALL DRAINAGE PIPES UP TO AND INCLUDING 225 DIA. SHALL BE COVERING OF THE ENTIRE SLAB WITH A CLEAR PLASTIC SHEET. 10. FINISHED SURFACES SHALL BE SMOOTH, DENSE AND TRUE TO SHAPE AND
EXCAVATE IN THESE AREAS. LIAISE WITH RELEVANT LOCAL AUTHORITY. a) FREE FROM ORGANIC AND PERISHABLE MATTER SEWER GRADE uPVC WITH SOLVENT WELD JOINTS, (U.N.O.). 11. ALL CONCRETE SHALL BE SUBJECT TO PROJECT CONTROL SAMPLE AND SHALL NOT VARY MORE THAN THE SPECIFIED TOLERANCES.
8. ALL WORKS SHALL BE IN ACCORDANCE WITH RELEVANT THE LOCAL b) MAXIMUM PARTICLE SIZE 100mm 2. EQUIVALENT STRENGTH FRC PIPES MAY BE USED. TESTING TO AS 3600.
AUTHORITY STANDARDS, DETAILS SHOWN ON THE DRAWINGS, THE c) PLASTICITY INDEX MAXIMUM 15% 3. ALL PIPE JUNCTIONS UP TO AND INCLUDING 450 DIA. AND ALL TAPERS 12. THE CONTRACTOR MAY ADD AN APPROVED SUPERPLASTICISING
ADMIXTURE TO INCREASE SLUMP OF PAVEMENT CONCRETE TO NOT MORE
SPECIFICATION AND THE DIRECTIONS OF THE ARCHITECT.
9. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING SURVEY BENCH
d) LIQUID LIMIT, MAX OF 45%
e) PASSING 19mm SIEVE, MAX 80%
SHALL BE VIA PURPOSE MADE FITTINGS.
4. MINIMUM GRADE TO STORMWATER LINES TO BE 1%. (U.N.O.). THAN 100mm. QUALITY AND MIXING PROCEDURE TO BE IN ACCORDANCE CONCRETE PAVEMENT JOINT
MARKS OR REFERENCE MARKS (UNLESS INDICATED FOR REMOVAL) f) MINIMUM CBR 10% 5. CONTRACTOR TO SUPPLY AND INSTALL ALL FITTINGS AND SPECIALS WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.
1. WHERE NOMINATED, JOINTS TO BE SAWN AS SOON AS CONCRETE HAS
WITHOUT DEPT. OF NATURAL RESOURCES APPROVAL IN WRITING. g) SHRINK/SWELL INDEX, MAX OF 1.0% INCLUDING VARIOUS PIPE ADAPTORS TO ENSURE PROPER CONNECTION 13. SLIP JOINTS TO BE USED ON ALL LOAD-BEARING MASONRY WALLS. USE 2
HARDENED SUFFICIENTLY THAT IT WILL NOT BE DAMAGED BY SAWING. IF
10. THE CONTRACTOR SHALL OBTAIN ALL RELEVANT AUTHORITIES 9. CONTRACTOR TO PROVIDE CERTIFICATION TO SUPERINTENDENT FROM TO DISSIMILAR PIPEWORK. LAYERS OF GALVANISED FLAT STEEL WITH GRAPHITE GREASE BETWEEN.
AN UNPLANNED CRACK OCCURS THE CONTRACTOR SHALL REPLACE
APPROVALS. (PRIOR TO COMMENCEMENT AND UPON COMPLETION). NATA REGISTERED LAB THAT THE FILL MATERIAL IS FREE OF ACTUAL OR 6. ALL CONNECTIONS TO EXISTING DRAINAGE PITS SHALL BE MADE IN A FINISHING
WHOLE SLABS EITHER SIDE OF THE UNPLANNED CRACK, UNLESS
11. WORK ON EXISTING EXTERNAL STORMWATER SERVICES BY CONTRACTOR POTENTIAL ACID SULFATE SOILS AND MEETS CURRENT DPI REGULATIONS TRADESMAN-LIKE MANNER AND THE INTERNAL WALL OF THE PIT AT THE 14. THE CONCRETE SHALL BE SCREEDED TO THE REQUIRED CROSS SECTION
DIRECTED OTHERWISE.
ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY. FOR THE CONTROL OF RED IMPORTED FIRE ANTS (RIFA). POINT OF ENTRY SHALL BE CEMENT RENDERED TO ENSURE A SMOOTH PROFILE, FREE OF DEPRESSIONS AND HIGH AREAS TO SATISFY THE
2. a) PROVIDE JOINTS AS DETAILED
12. THE CONTRACTOR SHALL LOCATE AND CONFIRM LEVELS OF ALL EXISTING 10. ALL ENGINEERED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm FINISH. REQUIREMENTS OF AN INITIAL FINISH.
b) ALL LONGITUDINAL JOINTS SHALL BE FORMED AND INCLUDE TIE BARS
SERVICE CONNECTIONS PRIOR TO COMMENCING WORK. THICK LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (+ OR - 7. WHERE SUBSOIL DRAINAGE LINES PASS UNDER FLOOR SLABS AND 15. FINAL FINISHING SHALL COMMENCE ONLY AS SOON AS THE WATER SHEEN
OR DIAMOND DOWELS AS SPECIFIED. ALL TRANSVERSE CONSTRUCTION
13. THE CONTRACTOR SHALL REFER TO LANDSCAPE DRAWINGS FOR DETAILS 2%) TO ACHIEVE THE FOLLOWING MINIMUM COMPACTION VALUES: VEHICULAR PAVEMENTS UNSLOTTED uPVC SEWER GRADE PIPE SHALL BE HAS LEFT THE PAVEMENT SURFACE AND NOT IN ANY AREA WHERE THERE
JOINTS SHALL BE FORMED AND INCLUDE PLATES OR DIAMOND DOWELS
OF TREATMENT OF BATTERS, SWALE DRAINS AND ANY OTHER AREAS LOCATION COHESIVE COHESIONLESS USED. IS FREE SURFACE WATER. REFER ARCHITECTURAL SPECIFICATIONS FOR
AS SPECIFIED.
DISTURBED AS PART OF CIVIL WORKS. SOILS SOILS 8. PROVIDE 3.0m LENGTH OF 100 DIA. SUBSOIL DRAINAGE PIPE WRAPPED IN FINISHES TO SURFACES.
c) UNO BOND BREAKER TO BE PROPRIETARY DANLEY PLATE AND
14. ROAD OPENINGS: FABRIC SOCK, AT UPSTREAM END OF EACH PIT.(UNO) REINFORCEMENT
BUILDING AREAS DIAMOND DOWEL COVERS.
THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF 9. BEDDING SHALL BE TYPE HI (U.N.O.) IN ACCORDANCE WITH CURRENT 16. COVER TO REINFORCEMENT FOR CORROSION PROTECTION SHALL BE AS
· FOUNDATION SUPPORT 98% 80% 3. DOWELS, PLATES AND TIE BARS SHALL BE:
THE LOCAL AUTHORITY. WHERE THE WORK IS LOCATED IN A ROAD AUSTRALIAN STANDARDS. DETAILED OR AS A MINIMUM 40mm TO TOP REINFORCEMENT, 50mm TO
· FLOOR SLABS 98% 80% · STRAIGHT
RESERVE OR CROSSES THE PAVEMENT OF A PUBLIC ROADWAY OR 10. AT CONNECTION TO PITS, INVERT OF SUBSOIL DRAINS TO BE ABOVE MAIN BOTTOM REINFORCEMENT.
PAVEMENT AREAS · TO LENGTH SPECIFIED
FOOTWAY, OBTAIN A CONSENT COVERING THE NECESSARY OPENINGS STORMWATER PIPE OBVERT. 17. PIPES OR CONDUITS SHALL NOT BE PLACED WITHIN THE COVER TO
· TOP 300mm BELOW SUBGRADE LEVEL 98% 80% · CLEAN AND FREE FROM MILL SCALE, RUST AND OIL
AND COMPLY WITH ALL THE CONDITIONS COVERING THE ISSUE OF SUCH A 11. EQUIVALENT STRENGTH PRECAST STORMWATER PITS AND MANHOLES REINFORCEMENT.
· BELOW THE TOP 300mm 95% 75% · SAWN TO LENGTH NOT CROPPED
CONSENT. A CHARGE IS MADE FOR PERMITS ISSUED IN RESPECT OF MAY BE USED. 18. REINFORCEMENT QUALITY
LANDSCAPE AREAS 95% 75% · HOT DIPPED GALVANISED AFTER SAWING TO LENGTH
PAVEMENT OPENINGS. CONTRACTOR TO OBTAIN DETAILS FROM THE 19.1 BAR REINFORCEMENT
4. DIMENSIONS OF SEALANT RESERVOIR DEPENDANT ON THE SEALANT TYPE
LOCAL AUTHORITY, MEET ALL REQUIREMENTS AND PAYMENTS, AND WHERE THE ABOVE VALUES ARE DETERMINED IN ACCORDANCE WITH AS
SYMBOL BAR SHAPE STRENGTH DUCTILITY TO COMPLY ADOPTED. ENGINEERS APPROVAL TO BE OBTAINED FOR SEALANT AND
CARRY OUT ALL LIAISON AT NO EXTRA COST. ALL PAVEMENT SURFACING 1289.5.1.1 (STANDARD COMPACTION) FOR COHESIVE SOILS AND AS
GRADE CLASS WITH AUST. RESERVOIR DIMENSIONS AND DETAIL PROPOSED BY THE CONTRACTOR.
IS TO BE UNDERTAKEN BY THE CONTRACTOR. ALL PAVEMENT 1289.5.6.1 (STANDARD METHOD) FOR COHESIONLESS SOILS.
(MPa) STANDARD REFER TO DETAILS FOR TYPICAL ARRANGEMENT AND SEALANT.
REINSTATEMENT TO BE UNDERTAKEN BY THE CONTRACTOR. 11. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1'
5. PRIOR TO THE PLACEMENT OF CONCRETE IN THE ADJACENT SLAB, SELF
15. REFER ALSO TO HYDRAULIC, LANDSCAPING, MECHANICAL AND ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS N DEFORMED RIBBED BAR 500 NORMAL AS 4671 10mm ABELFLEX WITH RIPOFF STRIP SHALL BE ADHERED TO THE ALREADY
ELECTRICAL CONSULTANTS' DRAWINGS FOR ADDITIONAL SITE SERVICES 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL BE R PLAIN ROUND BAR 250 NORMAL AS 4671 CAST AND CLEANED CONCRETE FACE USING AN APPROVED
TO BE CO-ORDINATED FOR CONSTRUCTION UNDER PROPOSED CARPARK SOIL SURVEYS ENGINEERING PTY LTD. SOIL SURVEY SHALL PROVIDE
Y DEFORMED BAR 410 NORMAL AS 1302 WATERPROOF ADHESIVE. ADHESIVE SHALL BE LIBERALLY APPLIED TO
PAVEMENTS. CERTIFICATION AS NOTED IN THE GEOTECHNICAL REPORT THAT ALL
*SEE NOTE THE FULL FACE OF THE CONCRETE SLAB TO BE COVERED BY THE FILLER,
16. A GEOTECHNICAL INVESTIGATION FOR THE ORIGINAL SITE HAS BEEN GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
AND ON THE FULL FACE OF THE FILLER TO BE ADHERED.
PREPARED BY SOIL SURVEYS, PROJECT No. 1-22276 DATED FEBRUARY ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE ALL BARS TO BE "N" UNLESS NOTED OTHERWISE THE NUMBER FOLLOWING
6. REFER TO EARTHWORKS NOTES FOR PREPARATION OF SUB-BASE AND
2020. THE CONTRACTOR SHALL ENSURE THAT THEY ARE FAMILIAR WITH CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM 100 KPa THE SYMBOL IS THE NOMINAL BAR SIZE IN mm. FOR EXAMPLE, N16
SUB-GRADE.
THE CONTENTS OF THIS REPORT AND THE REPORT DOES FORM PART OF BEARING CAPACITY UNDER THE BUILDING. ALL CERTIFICATIONS DENOTES A DEFORMED RIBBED BAR, OF GRADE 500MPa NORMAL DUCTILE
7. CONTRACTION, LONGITUDINAL, ISOLATION AND CONSTRUCTION JOINTS
THE CONTRACT. RECOMMENDED IN SOIL SURVEYS REPORT, PROJECT No. 1-22276 DATED STEEL, WITH A NOMINAL 16mm DIAMETER.
SHALL BE LOCATED AS SPECIFIED.
17. ALL CONSTRUCTION WORK SHALL BE CARRIED OUT SO THAT AT ANY TIME FEBRUARY 2020 ARE TO BE PROVIDED BY THE CONTRACTOR. *NOTE: Y BARS MAY BE REPLACED WITH N BARS OF SAME SIZE.
8. SAWCUTTING SHALL COMMENCE AS EARLY AS POSSIBLE UTILISING
ADJOINING PROPERTY OWNERS ARE NOT DEPRIVED OF AN ALL-WEATHER 12. THE CONTRACTOR SHALL PROGRAMME THE EARTHWORKS OPERATION SO 19.2 MESH REINFORCEMENT
SOFTCUT TO AVOID UNCONTROLLED SHRINKAGE CRACKING, BUT NOT SO
ACCESS OR SUBJECTED TO ADDITIONAL STORM WATER RUN-OFF DURING THAT THE WORKING AREAS ARE ADEQUATELY DRAINED DURING THE
EARLY AS TO CAUSE UNACCEPTABLE RAVELING OF JOINT EDGES.
THE PERIOD OF CONSTRUCTION. PERIOD OF CONSTRUCTION. THE SURFACE SHALL BE GRADED AND SYMBOL DENOTES STRENGTH DUCTILITY TO COMPLY
PROGRAM SITE AND TIME OF CONCRETE POURS TO PERMIT SAWING TO BE
18. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO SEALED OFF TO REMOVE DEPRESSIONS, ROLLER MARKS AND SIMILAR GRADE CLASS WITH AUST.
CARRIED OUT WITHOUT CAUSING NOISE POLLUTION.
THE LOCAL AUTHORITY'S INFRASTRUCTURE. SUCH REPAIR OR WHICH WOULD ALLOW WATER TO POND AND PENETRATE THE (MPa) STANDARD
9. CONCURRENTLY WITH THE SAWING OPERATIONS THE SAWN GROOVE
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION UNDERLYING MATERIAL. ANY DAMAGE RESULTING FROM THE RL RECTANGULAR MESH OF 500 LOW AS 4671 SHALL BE WASHED FREE OF MATERIAL.
OF THE SUBDIVISION AND DEVELOPMENT MANAGER OF THE LOCAL CONTRACTOR NOT OBSERVING THESE REQUIREMENTS SHALL BE DEFORMED RIBBED BARS 10. SAWN GROOVES FORMING THE RESERVOIR FOR A JOINT SEALANT SHALL
AUTHORITY. RECTIFIED BY THE CONTRACTOR AT THEIR COST.
SL SQUARE MESH OF 500 LOW AS 4671 BE FORMED IN TWO STAGES. THE SECOND SAWCUT SHALL BE MADE AS
19. SITE INSPECTIONS REQUIRED AS SPECIFIED. 13. TESTING OF THE SUBGRADE SHALL BE CARRIED OUT IN ACCORDANCE
DEFORMED RIBBED BARS LATE AS POSSIBLE.
20. FOR CIVIL SETOUT INFORMATION CONTACT ACOR QLD PTY LTD (PH +61 7 WITH AS 3798 BY AN APPROVED NATA REGISTERED LABORATORY AT THE
3844 5900) AND AN AUTOCAD DRAWING FILE WILL BE ISSUED FOR SITE CONTRACTOR'S EXPENSE. F RECTANGULAR OR 450 AS 1304
SETOUT. 14. ALL BASE AND SUB-BASE MATERIALS SHALL BE PLACED IN MAXIMUM SQUARE MESH OF PLAIN
21. CONTRACTOR IS TO ALLOW TO INCLUDE ANY REQUIRED THE LOCAL
AUTHORITY INSPECTION AND COMPLIANCE FEES IN THE CONTRACT.
150mm THICK LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT
OF (+ OR - 2%) TO ACHIEVE A DRY DENSITY IN ACCORDANCE WITH AS
WIRE *SEE NOTE DANLEY DOWEL JOINT
1289.5.2.1 OF NOT LESS THAN THE FOLLOWING: THE NUMBERS FOLLOWING THE SYMBOL DENOTE THE PRODUCT CODE. 1. WHERE NOMINATED THE CONTRACTOR IS TO ALLOW FOR ALL
FOR EXAMPLE, SL92 DENOTES A SQUARE MESH OF 9mm (NOMINAL COMPONENTS OF DANLEY DOWEL JOINT SYSTEM INCLUDING TEMPLATES
LAYER MODIFIED DRY DENSITY
DIAMETER) DEFORMED RIBBED BARS AT 200mm CENTRES, OF GRADE & PEGGING TO ENSURE THAT ALL DOWEL BARS REMAIN IN THE CORRECT
BASE COURSE 98% MODIFIED (AS 1289.5.2.1) 500MPa LOW DUCTILITY STEEL. ALIGNMENT & POSITION REFER DETAILS.
SUB-BASE COURSE 95% MODIFIED (AS 1289.5.2.1) *NOTE: F MESH MAY BE REPLACED WITH RL OR SL MESH OF THE SAME
15. CONTRACTOR TO ENSURE VIA THE APPROPRIATE SELECTION OF FILL CONFIGURATION.
MATERIAL AND EARTHWORKS THAT, UPON COMPLETION OF THE 19. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY; IT IS NOT
EARTHWORKS, THAT THE BUILDING PLATFORM HAS A CLASS 'S
20.
NECESSARILY SHOWN IN TRUE PROJECTION.
SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITION
LINEMARKING
16. ANY SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF SITE AT
AN APPROVED TIP SITE. CONTRACTOR TO ALLOW TO COMPLY WITH SHOWN. THE WRITTEN APPROVAL OF THE ENGINEER SHALL BE OBTAINED 1. ALL LINEMARKING TO BE IN ACCORDANCE WITH AS 1742 PARTS 1 AND 2.
CURRENT DEPARTMENT OF AGRICULTURAL AND WATER RESOURCES FOR ANY OTHER SPLICE. 2. ALL INTERNAL CARPARK LINE MARKING SHALL BE 90mm WIDE UNO AND BE
REGULATIONS FOR THE CONTROL OF RED IMPORTED FIRE ANTS. 21. WELDING OF REINFORCEMENT WILL BE PERMITTED ONLY AFTER COMPLETED USING WHITE REFLECTORISED PAINT UNO IN ACCORDANCE
17. ANY CONTAMINATED MATERIAL SHALL BE MANAGED AND DISPOSED OF APPROVAL BY THE ENGINEER. WITH AS 1742 AND AS SPECIFIED IN THE ARCHITECTURAL SPECIFICATION.
ACCORDING TO THE LOCAL AUTHORITY AND EPA REQUIREMENTS 22. SITE BENDING OF Y OR N BARS SHALL BE DONE COLD WITH POWER OR 3. THE INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON A BLUE
INCLUDING CERTIFICATION. MECHANICAL BENDING TOOLS. BACKGROUND IN ACCORDANCE WITH AS 1428. THE BLUE SHALL BE B21,
18. THE USE OF POTABLE WATER IS NOT PERMITTED IN ACTIVITIES 23. FABRIC LAPS ULTRAMARINE OF AS 2700, OR SIMILAR APPROVED.
FABRIC LAP
ASSOCIATED WITH ROAD AND PAVEMENT CONSTRUCTION, THE
COMPACTION OF FILL MATERIAL OR DUST SUPPRESSION CONTRACTOR TO
UTILISE RECYCLED OR SUITABLE NON POTABLE WATER FOR THESE 25mm
ACTIVITIES WITHIN THE CONTRACT. USE OF RECYCLED WATER MUST BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. 24. FABRIC TO EXTEND 70 WITH A CROSSWIRE ONTO WALLS UNLESS NOTED
19. AN ACID SULPAHTE REPORT HAS BEEN UNDERTAKEN FOR THE SITE. OTHERWISE.
CONTRACTOR TO ALLOW FOR LIMING. DESIGN LIMIT TO BE AS PER TABLE
E1 OF SOIL SURVEY ACID SOIL MANAGEMENT PLAN DATED MARCH 2020
20. CONSTRUCTION TO NOTE PRESENCE OF GROUND WATER TO 1.2m.
CONTRACTOR TO ALLOW FOR DEWATERING OF THE SITE TO ALL
EXCAVATIONS AS NEEDED
ENGINEER'S CERTIFICATION 21. CONTRACTOR TO ALLOW FOR DEWATERING AND SHORING OFF ALL
This drawing has been assigned an electronic code that
TRENCHES DEEPER THAN 1m.
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd GENERAL NOTES
North
LEVEL 4, 43 PEEL STR
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
PROPOSED BP SERVICE CENTRE
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 N.T.S SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C0.02 B
Section 3
EROSION AND SEDIMENT CONTROL MEASURES
WATERING SHOULD VARY DEPENDING ON WEATHER AND
SOIL CONDITIONS.
50 x 50 HARDWOOD STAKES
WIRE MESH OR GEOTEXTILE LOG FILLED WITH
CONTROL NOTES 10. WATERING SHOULD START IMMEDIATELY AFTER PLANTING
AND SHOULD COMPLY WITH THE FOLLOWING AS A
25-50mm GRAVEL (ELIPTICAL CROSS SECTION
1. FINAL SITE LANDSCAPING SHALL BE UNDERTAKEN AS 150mm HIGH X 400mm WIDE)
SOON AS POSSIBLE AND WITHIN 10 WORKING DAYS OF MINIMUM:
GENERAL INSTRUCTIONS CONSTRUCTION COMPLETION WEEK 1 3 WATERINGS/WEEK
WEEK 2-6 2 WATERINGS/WEEK FLOW
2. SEDIMENT LADEN WATER SHALL BE PREVENTED FROM LIP OF KERB RUNOFF WATER WOVEN GEOTEXTILE
1. THIS PLAN IS TO BE READ IN CONJUNCTION WITH THE ENTERING THE PERMANENT DRAINAGE SYSTEM BY USING WEEK 7-12 1 WATERING/WEEK
WITH SEDIMENT. SEDIMENT FENCE FABRIC
ENGINEERING PLANS, LANDSCAPING PLANS AND WRITTEN INLET PROTECTION. 11. EXCESSIVE VEGETATION GROWTH WILL BE CONTROLLED BACK OF KERB
MIN
300
INSTRUCTIONS RELATING TO THE SUBJECT 3. ALL PERIMETER BANKS AND CHANNEL DRAINS SHALL THROUGH MOWING OR SLASHING.
DEVELOPMENT. HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET. 12. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE
2. THE CONTRACTOR SHALL TAKE ALL NECESSARY INSPECTION, MAINTENANCE AND TESTING OF DEVICES IS LINTEL
4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL
PRECAUTIONS TO CONTROL EROSION AND DOWNSTREAM MEASURES SHALL ONLY BE REMOVED ONCE SITE IS UNDERTAKEN ON SITE.
SEDIMENTATION DURING ALL STAGES OF CONSTRUCTION STABILISED AND UPSTREAM WORKS HAVE BEEN 13. THE CONTRACTOR TO KEEP DETAILED AND LEGIBLE WRAP GRATE IN PROPEX SILTSTOP FIELD INLET WITH GRATE
INCLUDING THE MAINTENANCE PERIOD. COMPLETED. RECORDS OF ALL INSPECTION AND MAINTENANCE GEOTEXTILE OR EQUIVALENT.
BURIED FABRIC FILTERED WATER.
3. THE EXTENT AND POSITION OF THE EROSION AND 5. AT CONSTRUCTION COMPLETION ALL TEMPORARY EARTH UNDERTAKEN ON THE EROSION AND SEDIMENT CONTROL
SEDIMENT CONTROL MEASURES TO BE DETERMINED ON
SITE BY THE CONTRACTOR TO SUIT THE CONSTRUCTION
STRUCTURES, INCLUDING SOIL STOCKPILES ARE TO BE
TRACK ROLLED AND SEEDED. THE CONTRACTOR IS TO 14.
DEVICES.
ALL SITE WASTE INCLUDING GENERAL RUBBISH TO BE
TEMPORARY GULLY TRAP DETAIL
PROGRAM. DISPOSED OF IN AN ENVIRONMENTALLY RESPONSIBLE SCALE N.T.S.
ENSURE A 70% COVERAGE WITHIN 14 DAYS.
4. THESE PLANS PRESENT CONCEPTS ONLY AND THE
MEASURES SHOWN ON THIS DRAWING(S) ARE MINIMUM
MANNER IN ACCORDANCE WITH THE ENVIRONMENTAL
50mm NOMINAL AGGREGATE SEIVE SIZE % PASSING
SECTION
PROTECTION (WASTE MANAGEMENT) POLICY 2000 AND
REQUIREMENTS ONLY. DUST CONTROL ENVIRONMENTAL PROTECTION (WASTE MANAGEMENT) SIZE IN ACCORDANCE WITH
COARSE PARTICLE SIZE STAKES DROP INLET
5. THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE REGULATION 2000. 75.0 100
DISTRIBUTION IN TABLE. WITH GRATE.
FOR THE ESTABLISHMENT, MANAGEMENT AND 1. DURING WINDY AND DRY WEATHER ANY UNPROTECTED 15. THE CONTRACTOR SHALL CONSTRUCT AND IMPLEMENT 37.5 50-70
MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL AREAS SHALL BE KEPT MOIST (NOT WET) BY SPRINKLING ADDITIONAL MEASURES AS NECESSARY TO ENSURE 19.0 10-20
MEASURES TO MEET COUNCIL STANDARDS. WITH WATER TO KEEP DUST UNDER CONTROL. WHERE PROTECTION OF DOWNSTREAM ENVIRONMENTS. 2.36 0
6. LARGE OPEN AREAS OR STEEP BATTERS SHOULD NOT BE WATER IS NOT AVAILABLE IN SUFFICIENT QUANTITIES,
LEFT EXPOSED/UNSTABILISED FOR MORE THAN 10 DAYS SOIL BINDERS OR DUST RETARDANTS TO BE USED FOR SEDIMENT BASIN MAINTENANCE BERM (0.3M
OR IF WET WEATHER IS FORECAST. DUST SUPPRESSION. CONSTRUCTION SITE MIN. HIGH)
7. EXPOSED AREAS INCLUDING BATTERS WHICH REMAIN 2. EXPOSED SURFACES INCLUDING BATTERS SHOULD BE MIN L
UN-WORKED FOR MORE THEN 10 DAYS SHOULD BE LEFT ROUGH TO REDUCE WIND SPEEDS AND POTENTIAL 1. THE CONTRACTOR SHALL KEEP DETAILED AND ACCURATE ENGT
H 15M
STABILISED USING TEMPORARY HYDROMULCHING, FOR WIND EROSION. RECORDS OF THE MONITORING, TREATMENT, TESTING
HYDROSEEDING OR MULCHING, EVEN IF AREAS WILL BE 3. USE OPEN WEAVE BARRIER FENCING ON WINDWARD SIDE AND MAINTENANCE OF THE SEDIMENT BASIN INCLUDING
400mm MAX
900 MIN
WORKED AT A LATER TIME. OF SITE IF REQUIRED (REFER DETAIL). FENCING IS RECORDED RAINFALL VOLUME, FLOCCULATING AGENTS 0.2m
8. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE GENERALLY REQUIRED WHERE AREA OF DISTURBANCE IS USED AND TEST RESULTS PRIOR TO DEWATERING.
M
WITH THE LATEST VERSION OF THE INSTITUTION OF >5000m². 2. THE STORMWATER RUNOFF COLLECTED IN THE SEDIMENT IDTH 3
BASIN SHALL BE MONITORED, TREATED AND TESTED MIN W
ENGINEERS AUSTRALIA, 'SOIL EROSION AND SEDIMENT
PRIOR TO DISCHARGE, INCLUDING WATER TO BE REUSED WOVEN OR NEEDLE-PUNCHED
CONTROL - ENGINEERING GUIDELINES FOR QUEENSLAND OTHER MATTERS ON SITE. GEOTEXTILE FABRIC. MINIMUM ROADWAY
CONSTRUCTION SITES. SEDIMENT FENCE
9. THE CONTRACTOR SHALL BE AWARE OF ITS 3. WATER TESTING TO BE UNDERTAKEN BY A SUITABLY CBR BURST STRENGTH (AS FABRIC
1. ACCEPTABLE RECEPTORS AND DISPOSAL PRACTICES WILL
RESPONSIBILITIES FOR PROTECTING THE DOWNSTREAM BE USED FOR CONCRETE AND MORTAR SLURRIES, PAINTS, 4.
QUALIFIED PERSON.
ALL LABORATORY TESTING TO BE UNDERTAKEN BY A
3706-90) OF 2500N ELEVATION
ENVIRONMENT AND RECEIVING WATER FROM POLLUTION ACID WASHERS, LITTER AND GENERAL WASTE MATERIALS. NATA ACCREDITED LABORATORY. RUNOFF FROM PAD DIRECTED
AND ENVIRONMENTAL HARM, UNDER THE
ENVIRONMENTAL PROTECTION ACT. 1994.
2. ANY EXISTING TREES WHICH ARE NOT REQUIRED OR
APPROVED TO BE CLEARED FOR THE WORKS AND/OR
5. ALL WATER PUMPED FROM THE SEDIMENT BASIN SHALL TO SEDIMENT TRAP OR FILTER
STRIP.
GEOTEXTILE FILTER FABRIC
BE TESTED FOR ENVIRONMENTAL COMPLIANCE AGAINST
10. ADDITIONALLY THE CONTRACTOR SHALL BE AWARE OF ITS
DUTY TO NOTIFY THE LOCAL AUTHORITY AND THE
FORM PART OF THE FINAL LANDSCAPING PLAN SHOULD BE
PROTECTED FROM CONSTRUCTION ACTIVITIES BY:
THE RELEASE CRITERIA IN THE TABLE BELOW (AS A DROP INLET SEDIMENT TRAP
ENVIRONMENTAL PROTECTION AGENCY (QLD) OF A MINIMUM), UNLESS ALTERNATIVE (MORE STRINGENT) SCALE N.T.S.
a. PROTECTING THEM WITH BARRIER FENCING OR WOVEN GEOTEXTILE FASTENED
POTENTIAL OR ACTUAL INCIDENT OF ENVIRONMENTAL STANDARDS ARE SPECIFIED BY THE LOCAL AUTHORITY
MARKERS. TO TOP OF STAKE OR TIED TO
HARM, UNDER THE ENVIRONMENTAL PROTECTION ACT. PRIOR TO RELEASE.
b. ENSURING NOTHING IS NAILED TO THEM STEEL PICKET.
1994. c. PROHIBITING PAVING, GRADING OR PLACING OF
STOCKPILES WITHIN DRIP LINE. PARAMETER RELEASE CRITERIA TEMPORARY STABILISED SITE ENTRY/EXIT (ROCK) WOVEN GEOTEXTILE FABRIC
RECOMMENDED IMPLEMENTATION SCALE N.T.S. AND STEEL MESH (F42)
500-600 MIN
3. ALL VEHICLE AND EQUIPMENT WASHING SHOULD BE 50x50 HW STAKE OR
50mg/l MAX AND <10%
SEQUENCE: CONTAINED IN SPECIFIC BUNDED AREAS, DISCONNECTED NOTES: STEEL PICKET AT
INCREASE IN
FROM CONCENTRATED FLOW PATHS AND THE 1. STABILISED ACCESS SHOULD BE CLEANED AND MAINTAINED AFTER EVERY RAINFALL EVENT 2500mm CENTRES. MIN
SUSPENDED SOLIDS CONCENTRATION BETWEEEN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL STORMWATER SYSTEM. (>5mm) AND WHEN SEDIMENT ACCUMULATION IS NOTED. STAKE HEIGHT
UPSTRAM AND DOWNSTREAM
BE INSTALLED AND FUNCTIONAL PRIOR TO WORKS 4. ANY NECESSARY VEHICLE OR EQUIPMENT REFUELING 2. FINE ACCUMULATED SEDIMENTS SHOULD BE REMOVED FROM AGGREGATE REGULARLY. OVERLAN 1500mm.
OF THE DEVELOPMENT SITE D FLOW
COMMENCING AND IN THE FOLLOWING SEQUENCE. SHOULD BE UNDERTAKEN AWAY FROM CONCENTRATED
FLOW PATHS AND PREFERABLY WITHIN A BUNDED AREA. pH WITHIN RANGE 6.5 - 8.5
a. CONSTRUCT TEMPORARY STABILISED SITE ACCESS,
ENSURING ADJACENT STORMWATER RUN OFF IS 5. ANY ONSITE FUEL STORAGE AREAS SHOULD BE COVERED
200
VISUAL AMENITY NO VISUAL PLUME
DIVERTED AWAY FROM ACCESS AND BUNDED.
X
MA
600 MIN
b. INSTALL SEDIMENT FENCING AND/OR BARRIER 6. WATER TESTING TO BE UNDERTAKEN USING EITHER A
0
FENCING TO CONFINE INGRESS TO AND EGRESS MAINTENANCE OF PUBLIC ROADS HANDHELD PH/TURBIDITY METER OR SAMPLES F42 STEEL MESH 2 00
FROM THE SITE TO STABILISED ACCESS POINT(S) COLLECTED FOR LABORATORY TESTING PRIOR TO BASIN TO AS 1304 150mmX100mm TRENCH WITH
ONLY. 1. ALL CONSTRUCTION VEHICLES DEPARTING FROM THE DEWATERING. COMPACTED BACKFILL AND ON ROCK.
c. PROVIDE INLET PROTECTION TO STORMWATER SITE SHALL HAVE THEIR TYRES WASHED DOWN OR 7. THE SEDIMENT BASIN SHALL BE TREATED BY
INLETS AND GULLIES ON ALL ROADS ADJOINING THE SEDIMENT REMOVED BY A STABILISED SITE ACCESS FLOCCULATION AFTER ALL RAINFALL EVENTS (> 5MM)
DISTURBED AREA
SITE. DEVICE. USING GYPSUM OR ALUM. MANUAL DOSAGE OF BASIN
d. CONSTRUCT BARRIER FENCING AROUND RESTRICTED 2. THE STABILISED SITE ACCESS AREAS SHALL BE LOCATED SHALL BE UNDERTAKEN USING A MINIMUM RATE OF
'NO-GO' ZONES OF RETAINED VEGETATION, AREAS 32kg/100m3 FOR GYPSUM AND 1.5-8kg/100m3 FOR ALUM. DI
NOT TO BE DISTURBED AND AREAS WHICH WILL
SUCH THAT SILTED WATER IS FILTERED THROUGH A
SUITABLE SEDIMENT TRAP (SUCH AS A SEDIMENT FENCE) HIGHER DOSAGE MAY BE REQUIRED DEPENDING ON SOIL
RE
CT
IO
SECTION DETAIL
REMAIN UN-WORKED. TYPE AND APPLICATION TECHNIQUE. N
INSTALLED DOWNSTREAM OF ACCESS. OF
e. CONSTRUCT UPSTREAM DIVERSION CHANNELS TO 3. THE CONTRACTOR SHALL INSPECT THE PUBLIC ROADS 8. THE CHOSEN FLOCCULENT SHALL BE SPREAD EVENLY FL
OW
DIVERT CLEAN WATER AROUND WORKSITE, AND OVER THE BASIN SURFACE AREA. THE BASIN WILL WOVEN GEOTEXTILE ETURNS.
ADJACENT TO THE SITE DAILY AND MANUALLY REMOVE
SEDIMENT FENCE FABRIC 20m MAX R
INSTALL APPROPRIATE CHANNEL STABILISATION. ANY SEDIMENT DEPOSITS (BY SWEEPING NOT WASH REQUIRE A PUMP SYSTEM TO SPRAY SLURRY OF
f. CONSTRUCT LOW FLOW EARTH BANKS AS CATCH DOWN). FLOCCULANTS OVER SURFACE AT AN ANGLE OF 10 - 20
DRAINS PARALLEL TO CONTOURS TO LIMIT LARGE DEGREES.
SLOPE LENGTHS (SLOPES SHOULD BE LESS THEN 80M 9. THE TREATED BASIN SHALL BE DEWATERED WITH A PUMP
IN LENGTH).
SITE INSPECTION AND MAINTENANCE SYSTEM WITH A FLOATING INLET TO ENSURE SETTLED
50 x 50 HARDWOOD POSTS OR FLOW
STEEL STAR PICKETS DRIVEN
g. INSTALL ALL TEMPORARY SEDIMENT FENCES. SEDIMENT IS NOT ENTRAINED AND DISCHARGED.
600mm (MIN) INTO GROUND
600 MAX
h. CONSTRUCT ANY NOMINATED SEDIMENT BASINS AND 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL 10. BASIN DEWATERING SHALL OCCUR WITHIN 5 DAYS FROM DISTURBED
SEDIMENT TRAPS. BE INSPECTED REGULARLY, IMMEDIATELY BEFORE SITE CONCLUSION OF RAINFALL EVENT. AREA
i. STABILISE ALL DISTURBED AREAS ASAP AND CLOSURE, PRIOR TO PREDICTED LARGE STORM EVENTS 11. SEDIMENT BASINS WILL REQUIRE DEWATERING AND
PROGRESSIVELY AS WORKS ARE COMPLETED. AND AFTER EVERY SIGNIFICANT (> 5MM) RAINFALL EVENT SEDIMENT CLEANOUT ONCE STORAGE CAPACITY UNDISTURBED
150 MIN VERTICAL OVERLAP OF
TEMPORARY STABILISATION TO BE DONE USING OR AT LEAST ON A WEEKLY BASIS. REACHES 70%. AREA
MIN 1500m
FABRIC
MULCHING, HYDROMULCHING, HYDROSEEDEDING OR 2. THE CONTRACTOR WILL AS A MINIMUM CONDUCT EACH 12. CAPTURED SEDIMENT WILL BE DISPOSED OF IN AN
DIRECT SEEDING TO GIVE A 70% COVERAGE OF INSPECTION IN LINE WITH THE FOLLOWING ENVIRONMENTALLY RESPONSIBLE MANNER AS TO NOT
GROUND SURFACE WITHIN 14 DAYS OF WORKS a. RECORD TYPE OF DEVICE/CONTROL MEASURE BEING CAUSE FURTHER CONTAMINATION OR DOWNSTREAM BACKFILL UNDISTURBED AREA 50X50 HW STAKES OR STAR PICKETS AT MAXIMUM
COMPLETING (EVEN IF WORKS MAY CONTINUE LATER). INSPECTED AND ITS LOCATION; POLLUTION. SEDIMENT SHOULD NOT BE DISPOSED OF IN 2000MM SPACINGS
2. UNDERTAKE SITE DEVELOPMENT WORKS SO THAT LAND b. RECORD THE CONDITION OF EVERY CONTROL CONCENTRATED FLOWS, WHERE IT CAN BE RE-ENTRAINED
200
DISTURBANCE IS CONFINED TO MINIMUM WORKABLE MEASURE;
c. RECORD MAINTENANCE REQUIREMENTS FOR EVERY
OR WHERE THE RECEIVING WATER HAS A PH OF < 5.5. ELEVATION PLAN
AREAS. 13. THE BASIN AND ALL OTHER CONTROL DEVICES WILL BE
3. DISTURBED AREAS TO EXTEND NO MORE THAN 5 METRES
(PREFERABLY 2 METRES) FROM ESSENTIAL WORKS
CONTROL DEVICE;
d. RECORD SEDIMENT VOLUMES REMOVED FROM
MAINTAINED IN AN OPERATIONAL STATE UNTIL SITE
STABILISED. IN
SEDIMENT FENCE DETAIL
AREAS. SEDIMENT TRAPPING DEVICES; 14. REPAIR ANY SCOUR DAMAGE TO THE SEDIMENT BASIN 0M SCALE N.T.S.
50 SPILLWAY 150mm BELOW
4. WORK AREAS TO BE DELINEATED BY BARRIER FENCING e. RECORD DETAILS OF SEDIMENT BASIN TREATMENT, BATTERS AND EMERGENCY SPILLWAY FOLLOWING A OUTER EDGES OF DAM.
AND DIVERSION CHANNEL UPSLOPE AND SEDIMENT FLOCCULANT DOSAGE AND CLEANOUT; RAINFALL EVENTS.
f. RECORD SEDIMENT DISPOSAL PROCEDURES AND 15. SEDIMENT BASIN SHOULD NOT BE CONSTRUCTED WITH
-
FENCING DOWNSLOPE.
5. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING LOCATION. SMOOTH INTERNAL SLOPES AND BASIN BATTERS SHOULD
VEGETATION AND GROUNDCOVER IS RETAINED AS MUCH 3. REPAIRS AND MAINTENANCE OF ALL DEVICES AND NOT BE STEEPER THEN 3(H):1(V). 150mm MIN SPILLWAY
AS POSSIBLE. MEASURES INCLUDING DIVERSION CHANNELS SHALL BE 16. BASINS SHOULD BE APPROPRIATELY FENCED AND
6. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR UNDERTAKEN AS REQUIRED, ENSURING ALL MEASURES MARKED BY WARNING SIGNS IF UNSUPERVISED PUBLIC
LATER USE ONSITE. ARE FULLY FUNCTIONAL AT ALL TIMES. ACCESS IS LIKELY AND PUBLIC SAFETY IS AT RISK.
7. NATIVE SITE VEGETATION REQUIRED AND APPROVED FOR 4. ENSURE SEDIMENT LADEN WATER HAS NOT BEEN MAX HEIGHT 600mm
ER DUMP ROCK 150-300mm NOMINAL SIZE.
CLEARING SHOULD BE MULCHED AND STOCKPILED FOR DIVERTED AROUND DEVICES. W AT T.
LATER USE IN LANDSCAPING, STABILISATION AND/OR SITE 5. REPAIR SCOUR DAMAGE TO SEDIMENT CONTROL FF EN TOP OF ROCK CHECK DAMS TO FINISH
N -O EDIM 300-600mm FROM BASE OF DRAINS. ROCK TRENCHED
REHABILITATION WORKS. MEASURES AFTER RAINFALL EVENTS AND REINSTATE RU TH S 200mm INTO
8. AT ALL TIMES THE CONTRACTOR SHALL MONITOR THE DEVICES AS NECESSARY. WI
GROUND
PREVAILING WEATHER CONDITIONS AND PROTECT ANY 6. SEDIMENT FENCES WILL REQUIRE CLEANING WHEN
SEDIMENT REACHES 300MM DEPTH OR ONE-HALF THE ELEVATION SECTION A
DOWNSTREAM CONSTRUCTION AND RECEIVING
SCALE N.T.S. -
ENVIRONMENTS. HEIGHT OF THE FILTER FABRIC AND ALL OTHER SEDIMENT
9. EROSION AND SEDIMENT CONTROL PROTECTION TRAPS WILL REQUIRE CLEANING OUT WHEN 30% OF
MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR DESIGN CAPACITY IS REACHED.
ENGINEER'S CERTIFICATION
7. ALL INLET AND GULLY TRAPS TO BE CLEANED NOT HOSED This drawing has been assigned an electronic code that
THROUGHOUT CONTRACT.
signifies the drawing has been checked and approved by:
10. PLANS AND CONTROL MEASURES FOR LARGE SITES WILL AFTER EVERY RAINFALL EVENT, (1>5mm) OR AT LEAST ON
A WEEKLY BASIS.
CHECK DAM DETAIL SPACING OF CHECKDAMS TO ENSURE TOE OF NAME: SHANE SUFFOLK
NEED TO BE REVISED AND UPDATED TO REFLECT THE
8. SEDIMENT REMOVED FROM ANY TRAPPING DEVICE TO BE SCALE N.T.S. UPSTREAM DAM IS LEVEL WITH THE SPILLWAY
SITE STAGES AND PROGRESSION OF WORKS.
NOTES OF THE NEXT DOWNSTREAM DAM. RPEQ No: 9330
11. MEASURES INCLUDING SEDIMENT FENCES SHOULD BE RELOCATED, ENSURING FURTHER POLLUTION TO
MOVED AND REINSTATED AS WORKS PROGRESS. DOWNSTREAM ENVIRONMENTS WILL NOT OCCUR. 1. INSPECT DAMS REGULARLY FOR SIGNS OF SCOUR, UNDERCUTTING
9. ALL SEEDING, HYDROSEEDING AND TURFING REQUIRES AND SEDIMENT BUILD-UP. SIGNED:
12. FOOT AND VEHICULAR TRAFFIC TO BE RESTRICTED IN
RECENTLY STABILISED AREAS INCLUDING THOSE REGULAR WATERING, UNTIL EFFECTIVE COVER 2. MAINTAIN THE DAM SO THAT RUNOFF WILL FLOW THOUGH WASHED
HYDROSEEDED, TURFED OR SEEDED. ESTABLISHED AND PLANTS ARE GROWING VIGOROUSLY. ROCK OR OVER SPILLWAY AND NOT ERODE STREAM BANKS.
3. REMOVE SEDIMENT ACCUMULATED BEHIND DAM WHEN NOTED.
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or LONG SECTION FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd EROSION AND SEDIMENT CONTROL
North
LEVEL 4, 43 PEEL STR
B FOR APPROVAL 30/06/20 BVZ SS
PROPOSED BP SERVICE CENTRE
South Brisbane QLD 4101
DETAILS
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 N.T.S SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C1.01 B
Section 4
GTP3783 LEGEND
PROPOSED TEMPORARY STABILISED SITE ENTRY/EXIT - REFER EROSION
AND SEDIMENT CONTROL DETAIL SHEET C1.01.
FINAL LOCATION TO BE DETERMINED BY THE CONTRACTOR
PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
X PROPOSED SEDIMENT FENCE - REFER EROSION AND SEDIMENT CONTROL
DETAIL SHEET C1.01
PROPOSED TEMPORARY GEOTEXTILE FILTER FABRIC DROP INLET
SEDIMENT TRAP - REFER EROSION AND SEDIMENT CONTROL DETAIL
SHEET C1.01
26
PROPOSED TEMPORARY GULLY TRAP - REFER EROSION AND SEDIMENT
RP72829 CONTROL DETAIL SHEET C1.01
X X X X X X X X X X PROPOSED TEMPORARY CHANNEL TRAP - REFER EROSION AND SEDIMENT
CONTROL DETAIL SHEET C1.01
PROPOSED CHECK DAM (300mm HEIGHT SAND BAG). REFER EROSION AND
SEDIMENT CONTROL DETAIL SHEET C1.01
X
N1 PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
1.40
1.50
1.60
1.70
61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
80
1.
N1 REFER NOTE 1 FOR DETAILS
1.9
1.90
0
X
EXISTING SERVICES LEGEND
X
1.80
1.90
2
1.90
1.8
1.80
1.9
1.
DEVELOPMENT BOUNDARY
80
0
0
X
1.
61.00 EXISTING CONTOUR (0.25m INTERVAL)
80
20 EXISTING STORMWATER
RP131598
RP72829 EXISTING SEWER
X
RP72829 EXISTING WATER
X
EXISTING ELECTRICAL - OVERHEAD
1.8 EXISTING TELECOMMUNICATIONS
0
EXISTING FENCE
X
X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
X
1. 1.
1.90
8 90
0
1.80
0
1.80 1.8
X
X
NOTES
X
1.70
1. GRAVEL SHAKE DOWN AND WASH DOWN AREA. DISCHARGE TO SUITABLE SEDIMENT
X X 1.60
X X X X X X X X CAPTURE DEVICE. FINAL LOCATION TO BE DETERMINED BY THE CONTRACTOR.
2. SEDIMENT FENCES MUST BE LOCATED PARALLEL TO SUIT CONTOURS AT A MAXIMUM
LENGTH OF 50m.
1.50 3. TURNOUTS ARE TO BE INCORPORATED TO PREVENT CONCENTRATION OF FLOWS.
1.40 4. CONTRACTOR TO PROVIDE ROAD GULLY PROTECTION TO ALL DOWNSTREAM ROAD
GULLIES ON INTERNAL ROAD.
IMPORTANT
SEDIMENT AND CONTROL MEASURES SHOWN ON THIS PLAN ARE PREPARED AS A GUIDE FOR
CONSTRUCTION APPROVAL BY COUNCIL. IT DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR
OF HIS RESPONSIBILITY TO PLAN AND IMPLEMENT ENVIRONMENTAL PROTECTION MEASURES
AS REQUIRED BY LAW, THE COUNCIL AND THE CONTRACT THROUGHOUT THE WORKS.
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
0 4 8 12 m
SCALE 1:200 @ A1
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd EROSION AND SEDIMENT CONTROL
C RFI ISSUE 26/08/20 BVZ SS North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE PLAN
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C1.02 C
Section 5
GTP3783 LEGEND
ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH EARTHWORKS NOTES ON
GENERAL NOTES DRAWING INCLUDING STRIPPING, PARTIAL SUBGRADE REPLACEMENT OF TOP
500mm OF EXISTING FILL (AS PER SECTION 6.2.1 OF SOIL SURVEYS GEOTECH REPORT), PROOF
ROLLING AND FILLING WITH IMPORTED SELECT FILL MATERIAL TO ACHIEVE THE NOMINATED
BULK EARTHWORKS LEVELS. ALL AS SPECIFIED IN SECTION 6.0 OF SOIL SURVEYS REPORT,
PROJECT No. 1-22276 DATED FEBRUARY 2020.
BULK EARTHWORKS TO BUILDING AREA. PROVIDE 150mm THICK SUBBASE
(CBR45) LAYER COMPACTED TO 95% MODIFIED DRY DENSITY.
BULK EARTHWORKS TO PAVEMENT AREA
6
26 X1.
8 E BULK EARTHWORKS TO CONCRETE FOOTPATH AREA - REFER DETAIL ON
5 6 6 8 7 9
RP72829 94 7 1. 8
1. .7
EX
6 1. 8 7 C6.01 FOR FOOTPATH DEPTH
1. 1. 1. X 1. EX
1
X E EX
1.
X X X X
EX
E E E E E BE
61
BULK EARTHWORKS TO BIORETENTION AREA. ALLOW TO EXCAVATE 700mm
1.
1.
34
66
EX
5 BELOW FINISHED SURFACE LEVEL.
1.
6 1
8
1.
3
PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
X
EX
BE
E
BE
1.
BE
1.
1.
36
66
8
67
1.
BE
4
65
0
7
BULK EARTHWORKS TO LANDSCAPE AREA. ALLOW TO FINISH
21
5
70
52
57
9
1.
1.
1.
3
1.
1.
EARTHWORKS TO LANDSCAPE ARCHITECTS DETAILS. GENERALLY 300mm
52
BE
PROPOSED BUILDING
BE
BE
BE
3
BELOW FINISHED SURFACE LEVEL (UNO)
1.40
1.50
1.60
FFL RL1.90m
1.70
PROPOSED BULK EARTHWORKS LEVEL FOLLOWING CARRYING OUT
EX
80
1
BE12.50 WORKS IN ACCORDANCE WITH EARTHWORKS NOTES ON GENERAL NOTES
85
1.
.8
TOP OF 150mm SUBBASE LAYER = RL1.75 1.
6
DRAWING INCLUDING STRIPPING, PROOF ROLLING AND FILLING.
1.9
7 1.90
0
57 X
59
BE
. E
0
1 TOP OF BULK EARTHWORKS = RL1.60 48
1.
1.
BE BE 95 1.
PROPOSED EARTHWORKS TOP OF BATTER
70
6
1. 68 X PROPOSED EARTHWORKS TOE OF BATTER
6
.3 E
BE 1
5 BE
67
5
68 N1 REFER NOTE 1 FOR DETAILS
68
. 7 77
1 1. .
0
6
4
8
1.
X1 .
05
0
56
BE
5
5
52
43
X1
BE
BE
57
70
70
55 1.7
E
1.
1.
1.
EX
1.
E
1.
1.
BE
BE
BE
BE
BE
BE
BE
1.
1.80
50
1.90
2
1.90
1.8
1.80
98
0
0
2
1.9
1.
7
55
.5 51
49
80
N11
0
1 .
1.
1.
0
BE E1
1.
BE
BE
BE
B
1.
68
80
EXISTING SERVICES LEGEND
EX
.
X1
20
2.
02
00 E
RP131598
0
0
46
44
1 .5 DEVELOPMENT BOUNDARY
1.
1.
RP72829 BE
BE
BE
RP72829 50 28
61.00 EXISTING CONTOUR (0.25m INTERVAL)
1
4
5
5
7
51
54
52
54
54
.5 .5
0
8
1 1
1.
39
EXISTING STORMWATER
42
1.
1.
1.
1.
BE BE
BE
BE
BE
BE
BE
1.
1.
N12
BE
BE
EXISTING SEWER
9
46
1.
90 76
1.8
BE
4
6
15
5
EXISTING WATER
51
0
51
50
4 .4
1.
5
1
1.
1.
1.
1.
BE BE 85
BE
BE
BE
BE
5 X 1. EXISTING ELECTRICAL - OVERHEAD
8
X1. E
E EXISTING TELECOMMUNICATIONS
44
1
EX
0
8
7
5
51
5
55
52
54
54
.5 EXISTING FENCE
52
1.
1
1.
1.
1.
1.
1.
1.
BE
9
BE
BE
BE
BE
BE
6
BE
1. 1.
1.90
0
80 90 X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
1.80
1.80 The text continues on section 6.