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Residential driveway design plans
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Plans and drawings
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Log in to see the plans as drawn GENERAL NOTES EROSION AND SEDIMENT CONTROL EARTHWORKS PAVEMENT NOTES
1. REFER TO CIVIL GEOTECHNICAL CONSULTANTS (CGS) SLOPE STABILITY REPORT NO. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN ACCORDANCE WITH 1. GENERAL 1. GENERAL
CGC-SR-2022-011-R02-REV01 FOR SITE CONSTRAINTS, PRECAUTIONS AND 'BEST PRACTICE EROSION AND SEDIMENT CONTROL' PUBLISHED BY INTERNATIONAL 1.1 ALL EARTHWORKS AREAS SHALL BE STRIPPED OF GRASS, SHRUBS, RUBBISH, 1.1 ALL EXISTING SERVICES SHALL BE LOCATED PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION RECOMMENDATIONS. EROSION CONTROL ASSOCIATION, AUSTRALASIA, 2008. DELETERIOUS MATERIAL AND UNSUITABLE TOPSOIL. ALL SUCH MATERIALS SHALL BE WORKS.
2. ROAD DESIGN IN ACCORDANCE WITH THE UNSEALED ROADS MANUAL, ROAD 2. STOCKPILES, BORROW PITS, STORAGE AREAS TO BE CONSTRUCTED IN DISPOSED IN A SUITABLE MANNER ON-SITE AS PER ENVIRONMENTAL PROJECT 1.2 THE PROPOSED SUBGRADE SHALL BE PROOF ROLLED IN THE PRESENCE OF THE
CLASSIFICATION 4C ACCESS. VERTICAL GRADE IN ACCORDANCE WITH AUSTRALIAN ACCORDANCE WITH PRINCIPLES DETAILED IN 'BEST PRACTICE EROSION AND SPECIFICATIONS. SUPERINTENDENT PRIOR TO ANY FILLING WORKS. SOFT AND OR COMPRESSIBLE
STANDARD AS2890.1 AND NOOSA COUNCIL STD. DRAWING RS-056. SEDIMENT CONTROL' PUBLISHED BY INTERNATIONAL EROSION CONTROL 1.2 ALL EXISTING SERVICES SHALL BE LOCATED PRIOR TO COMMENCEMENT OF ANY ZONES SHALL BE REMOVED AND REPLACED WITH SELECT SITE MATERIAL AND
3. CONSTRUCTION WORKS TO BE COMPLETED IN DRY WEATHER ONLY AS ASSOCIATION, AUSTRALASIA, 2008. WORKS. COMPACTED.
RECOMMENDED IN THE GEOTECHNICAL REPORT. 3. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFICIENT 1.3 THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LEVELS TO FULLY 1.3 PLACE PAVEMENT IN LAYERS OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF
4. ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH OTHER ENGINEERING OR FAILED IN SERVICE, DUE TO UNFORESEEN CIRCUMSTANCES, CORRECTIVE COMPLY WITH 'AS CONSTRUCTED' INFORMATION REQUIREMENTS. COMPACTION EQUIPMENT BEING USED. COMPACT EACH FILLING LAYER TO THE
DRAWINGS AND PROJECT SPECIFICATIONS. THE CONSTRUCTION NOTES SHALL ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE TOPSOIL SHALL BE STOCKPILED ON SITE AS DIRECTED BY THE SUPERINTENDENT. MINIMUM DENSITY SPECIFIED. THE MOISTURE CONTENT OF PAVEMENT MATERIAL TO
APPLY UNLESS OTHERWISE VARIED BY THE DRAWINGS OR PROJECT AMENDMENTS/ADDITIONS TO THE ORIGINAL APPROVED PLANS. SUCH ADDITIONS ARE BE MAINTAINED.
1.4 BULK EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH LOCAL
SPECIFICATIONS. TO BE APPROVED BY THE CONTRACTOR. 1.4 PAVEMENT PROFILES ARE TO BE TRANSITIONED UNIFORMLY.
AUTHORITY STANDARDS, THE REQUIREMENTS OF AS3798 AND THE PROJECT
5. REFER ANY DISCREPANCY TO THE SUPERINTENDENT BEFORE PROCEEDING WITH 4. THE SEQUENCE OF OPERATIONS SHALL BE AS FOLLOWS: 1.5 FOLLOWING COMPLETION OF BASE COURSE PAVEMENT THE CONTRACTOR IS TO
SPECIFICATIONS.
THE WORK. 4.1 DELINEATION OF BUFFER AREAS AND DRAINAGE RESERVES, ERECTION OF BARRIER NOTIFY THE SUPERINTENDENT THE DESIGN SURFACE IS TO BE PROOF ROLLED IN
1.5 THE PROPOSED FILL AREA SUBGRADE SHALL BE PROOF ROLLED IN THE PRESENCE THE PRESENCE OF THE SUPERINTENDENT PRIOR TO WEARING COURSE PLACEMENT.
6. DO NOT OBTAIN DIMENSIONS BY SCALING FROM THE DRAWINGS. ALL DIMENSIONS FENCING.
OF THE SUPERINTENDENT PRIOR TO ANY FILLING WORKS. SOFT AND OR 1.6 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THE PAVEMENT FROM
ARE IN METRES AND ALL LEVELS IN METRES, UNO. 4.2. LOCATION OF TOPSOIL STOCKPILES, STOCKPILES, AND ERECTION OF DOWNHILL
COMPRESSIBLE ZONES SHALL BE REMOVED AND REPLACED WITH SELECT SITE DAMAGE RESULTING FROM STORMWATER RUNOFF. TEMPORARY DIVERSION DRAINS
7. VERIFY SETTING OUT DIMENSIONS SHOWN ON THE DRAWINGS BEFORE SEDIMENT FENCE.
MATERIAL AND COMPACTED. AND OR OTHER DRAINAGE CONTROL DEVICES ARE TO BE IMPLEMENTED BY THE
CONSTRUCTION IS COMMENCED. 4.3. THE CONSTRUCTION OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
8. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE (E.G. SEDIMENT FENCES, SEDIMENT BASINS). 1.6 PLACE FILL IN LAYERS OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF CONTRACTOR DURING CONSTRUCTION TO MINIMISE THE EFFECTS OF WEATHER.
REQUIREMENTS OF THE STANDARDS ASSOCIATION OF AUSTRALIA CODES AND LOCAL 4.4. LAND CLEARING AND TOPSOIL STRIPPING. COMPACTION EQUIPMENT BEING USED AND IN ACCORDANCE WITH THE 1.7 ALL PAVEMENT MATERIAL PLACED ON THE SITE SHALL COMPRISE ONLY OF GRAVELS
COUNCIL SPECIFICATIONS. 4.5. CONSTRUCTION OF STORMWATER DRAINAGE FACILITIES. SPECIFICATION. COMPACT EACH FILLING LAYER TO THE MINIMUM DENSITY AS PER THE SPECIFICATION AND IS TO BE FREE OF CONTAMINANTS (AS DEFINED BY
9. UNO - UNLESS NOTED OTHERWISE. 4.6. LAND SHAPING. SPECIFIED. THE MOISTURE CONTENT OF FILL MATERIAL SHOULD BE MAINTAINED SECTION 11 OF THE ENVIRONMENTAL PROTECTION ACT 1994), NOXIOUS, HAZARDOUS,
10. ALL SERVICES TO BE LOCATED PRIOR TO COMMENCEMENT OF WORKS. 4.7. CONSTRUCTION OF ROADS AND ACCESS WAYS, INSTALLATION OF SERVICES. WITHIN THE RANGE OF +/- 2% OF THE OPTIMUM MOISTURE CONTENT. DELETERIOUS AND ORGANIC MATERIALS.
11. FOR DESIGN SURFACE TREATMENT OTHER THAN PAVEMENT REFER TO LANDSCAPE 4.8. FINAL REHABILITATION AND LANDSCAPING. 1.7 EARTHWORKS PROFILES ARE TO BE TRANSITIONED UNIFORMLY BETWEEN
ARCHITECTS DRAWINGS. 4.9. MAINTENANCE. PRESCRIBED SLOPES.
12. CONTOURS DISPLAYED ARE A COMBINED SURFACE OF EXISTING AND DESIGN. MAJOR 5. SEDIMENT BASIN IS TO BE DEWATERED WHEN REQUIRED. TO ENSURE AVAILABLE 1.8 FOLLOWING COMPLETION OF BULK EARTHWORKS OPERATIONS THE CONTRACTOR IS
INTERVAL 1m MINOR INTERVAL 0.25m VOLUME IS MAINTAINED WITH A WATER LEVEL NO GREATER THAN THE TOP OF THE TO NOTIFY THE SUPERINTENDENT. THE DESIGN SURFACE IS TO BE PROOF ROLLED IN
SEDIMENT STORAGE ZONE. PRIOR TO DEWATERING ENSURE WATER IS THE PRESENCE OF THE SUPERINTENDENT.
FLOCCULATED TO ACHIEVE 90TH/ PERCENTILE <50mg/l PRIOR TO DISCHARGE. INLET 1.9 STOCKPILED TOPSOIL IS TO BE SPREAD TO AN EVEN THICKNESS OVER ALL BATTERS
BAFFLES TO BE FORMED FROM WOVEN GEOFABRIC. PROVIDE 50mm DIAMETER AND SURROUNDING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. THE
EXISTING FEATURES AND CLEARING HOLES AT 300 CRS ACROSS THE FULL WIDTH AND DEPTH. SPACING OF POSTS IS 0.5m CONTRACTOR IS TO DISPOSE OF EXCESS TOPSOIL OFF SITE.
- 1.0m. 1.10 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THE SITE AND SURROUNDING
1. EXISTING VEGETATION TO REMAIN IS TO BE CLEARLY IDENTIFIED AND PROTECTED
6. ALL SEDIMENT FENCES ARE TO BE INSTALLED PARALLEL TO CONTOURS UNLESS AREAS FROM DAMAGE RESULTING FROM STORMWATER RUNOFF. TEMPORARY
PRIOR TO ANY CONSTRUCTION ACTIVITIES OCCURRING ON SITE.
SHOWN OTHERWISE. DIVERSION DRAINS AND OR OTHER DRAINAGE CONTROL DEVICES ARE TO BE
2. EXISTING TREES ARE NOT TO BE REMOVED UNLESS NOTED OTHERWISE. TREES TO
7. SEDIMENT FENCES ARE TO BE INSTALLED DOWNHILL AND DIVERSION BANKS UPHILL IMPLEMENTED BY THE CONTRACTOR DURING CONSTRUCTION TO MINIMISE THE
REMAIN ARE TO BE CLEARLY IDENTIFIED AND PROTECTED IN ACCORDANCE WITH
OF STOCKPILES. EFFECTS OF WEATHER.
AS4970 PRIOR TO ANY CONSTRUCTION ACTIVITIES OCCURRING ON SITE.
8. TOPSOIL STOCKPILES ARE TO BE MULCHED OR TEMPORARILY VEGETATED IF THEY
3. ALL MATERIALS TO BE DEMOLISHED/REMOVED ARE TO BE DISPOSED OFF SITE IN 1.11 EXCESS SPOIL MATERIAL GENERATED DURING CONSTRUCTION IS TO BE DISPOSED
ARE TO REMAIN FOR MORE THAN 30 DAYS.
ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY, STATE AND COMMONWEALTH OF.
9. MOVEMENT OF CONSTRUCTION EQUIPMENT SHALL BE LIMITED TO THE AREA OF
REQUIREMENTS. 1.12 ALL FILL MATERIAL PLACED ON THE SITE SHALL COMPRISE ONLY OF NATURAL EARTH
WORK AND EXISTING ROADS. CONTRACTOR TO CONSTRUCT ENTRY/EXIT SEDIMENT
4. EXISTING SERVICES ARE TO BE RETAINED UNLESS NOTED OTHERWISE. AND ROCK IS TO BE FREE OF CONTAMINANTS (AS DEFINED BY SECTION 11 OF THE
TRAP, REFER IECA STANDARD DRAWINGS. LOCATION TO BE CONFIRMED BY
CONTRACTOR TO TAKE DUE CARE TO PROTECT EXISTING SERVICES DURING ENVIRONMENTAL PROTECTION ACT 1994), NOXIOUS, HAZARDOUS, DELETERIOUS AND
SUB-CONTRACTOR.
CONSTRUCTION. ORGANIC MATERIALS. SUITABLE FILL MATERIAL IS DEEMED TO COMPLY WITH THE
10. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED AND
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM LOCATION OF EXISTING REQUIREMENTS OF CLAUSE 4.3, AS3798.
MAINTAINED AFTER EACH STORM EVENT AND AT REGULAR INTERVALS.
SERVICES PRIOR TO UNDERTAKING SITE WORKS. 1.13 SETOUT POINTS ARE DESIGN SURFACE LEVELS AND DENOTE THE LOCATION AND
11. ALL SEDIMENT CONTROL DETAILS SHOWN ARE INDICATIVE ONLY AND FINAL
6. CONTRACTOR TO CONFIRM ALL LEVELS AND SETOUT POINTS FROM ESTABLISHED LEVEL OF SPECIFIC SITE FEATURES TO THE TOP OF THE SURFACE TREATMENT OF
LOCATIONS ARE TO BE DETERMINED ONSITE AS CONSTRUCTION PROGRESSES BY
BENCH MARKS. SUCH FEATURE (I.E. LEVELS SHOWN AT TOP OF BATTERS INCLUDE TOPSOIL, TURFING
THE SUB-CONTRACTOR.
7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE RELEVANT AND/OR LANDSCAPING).
12. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL NEW GROUND IS ESTABLISHED
AUTHORITY TO CONFIRM THE LOCATION AND DEPTH OF ALL EXISTING SERVICES 1.14 ALL FINISHED WORKS ARE TO BE FREE DRAINING. WHERE REQUIRED EARTHWORKS
AND/OR REVEGETATED, OR UNTIL WRITTEN NOTICE FROM THE CONTRACTOR.
PRIOR TO COMMENCEMENT OF WORKS. CAN BE MODIFIED LOCALLY TO MAINTAIN A FREE DRAINING CONDITION.
13. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT DEVICES SHALL BE
8. EXTENT OF WORKS BOUNDARY GENERALLY POSITIONED BY EARTHWORKS AND
MAINTAINED AT A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION. 2. ENVIRONMENTAL CARE
ROADWORKS INTERFACE BETWEEN PROPOSED AND EXISTING SURFACE UNLESS
SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED BY 25%. 2.1 PROTECT MATURE "TREES TO REMAIN" WITHIN 3m OF OPERATIONS BY PROVISION OF
SHOWN OTHERWISE.
14. ALL DEVICES SHOWN ARE TO BE LOCATED INSIDE THE PROPERTY BOUNDARIES TREE GUARDS COMPRISING 1.8m RUBBER OR HARDWOOD GIRDLES ARRANGED
EXCEPT WHERE APPROVED. VERTICALLY.
15. WORK AREAS SHALL BE KEPT DAMP BY USE OF A WATER TRUCK TO CONTROL DUST 2.2 FILLING AROUND MATURE "TREES TO REMAIN" TO BE CARRIED OUT ONLY AFTER
ON SITE. PLACEMENT OF COARSE GRAVEL ENTIRELY SURROUNDING THE TREE AND
16. TOPSOIL AND EXCAVATED MATERIAL SHOULD BE STOCKPILED SEPARATELY. EXTENDING 500mm FROM TRUNK TO FULL DEPTH OF FILL.
17. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE 2.3 IN THE EVENT OF ROOT DAMAGE TO MATURE "TREES TO REMAIN," MAKE A CLEAN
STORMWATER SYSTEM. PLACE APPROPRIATE SEDIMENT CONTROLS INCLUDING CUT ABOVE THE SEVERED ROOT AND TREAT THE ROOT WITH A SUITABLE FUNGICIDE.
SEDIMENT FENCES AROUND STOCKPILES.
2.4 LIMIT CONSTRUCTION ACTIVITY OVER AREAS WHICH ARE NOT TO BE DISTURBED BY
18. EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH TECHNICAL
FENCING OFF WITH REGULARLY SPACED POSTS AND COLOURED PLASTIC TAPE.
SPECIFICATION AND AS3798.
19. APPROPRIATE SEDIMENT CONTROLS SHOULD BE USED TO PREVENT SEDIMENT FROM 2.5 ACCESS SHALL BE RESTRICTED TO PRE-EXISTING TRACKS OR THE PATH OF
ENTERING THE DOWNSTREAM WATERWAYS AND/OR STORMWATER SYSTEM. DISTURBANCE.
20. PRE-DISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE TO BE 2.6 CARE FOR STOCKPILES SO AS TO PREVENT EROSION AND SOIL LOSS. AVOID ENTRY
REINSTATED. E.G. REINSTATEMENT OF EXISTING FOLLOWING USE OF TEMPORARY OF SEDIMENTS INTO STORMWATER SYSTEM.
DEVICES 2.7 ENSURE DISTURBED AREAS REMAIN STABLE THROUGHOUT ESTABLISHMENT OF
21. EARTHWORK PROFILES ARE TO BE TRANSITIONED UNIFORMLY BETWEEN VEGETATION AS PER LANDSCAPE ARCHITECTS DRAWINGS.
PRESCRIBED SLOPES. 2.8 SEDIMENT AND EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO BEGINNING
OF EARTHWORKS OPERATIONS.
Registered Professional
Registration
RPEQ
Registration Discipline
CIVIL
Signature No. 27812
C.BASE Date 08.09.22
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title GENERAL NOTES Size
GPO Box 668 Brisbane QLD 4001 A1
R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA CB MG 08.09.22 COLOURED INFORMATION E [email protected] W www.ghd.com
G COPIES OF THIS DRAWING MUST BE
Project
411 BLACK PINCH ROAD DRIVEWAY
A ISSUE FOR REVIEW CB MG 05.09.22 www.ghd.com
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
DESIGN
Author N. BIRINDWA Drafting Check D. SIPPEL Project No. Drawing No. Rev
Conditions of Use. This document may only be used by GHD's client (and any other
Designer C. BASE Design Check R. ORTIZ person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose.
12592247
Status
ISSUE FOR DA Status
Code 12592247-C011 B
Plot Date: 8 September 2022 - 8:36 PM Plotted by: Cenn Base File Name: C:\12d\SW\data\P-00-12D-001\41-12592247 - 411 Black Pinch Road - Driveway Design_2099\CADD\Drawings\12592247-C011.dwg
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