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Residential driveway design plans
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Log in to see the plans as drawn MATT BRADLEY DESIGNS PTY LTD
411 BLACK PINCH ROAD, COOTHARABA
RESIDENTIAL DRIVEWAY DESIGN
41-12592247
MO
FF
AT
RO
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ROAD
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IAM
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DRAWING LIST
DRAWING NO DRAWING TITLE
12592247-C001 COVER SHEET, DRAWING INDEX AND LOCALITY PLAN
12592247-C011 GENERAL NOTES
12592247-C021 ROADWORKS PLAN AND DETAILS - SHEET 1
12592247-C022 ROADWORKS PLAN AND DETAILS - SHEET 2
COOTHARABA
12592247-C041 EARTHWORKS AND SEDIMENT CONTROL PLAN AND DETAILS
D
ROA
12592247-C061 CONTROL LINE SETOUT TABLE
PIN
CH
12592247-C081 ROAD LONGITUDINAL SECTION
KIN
BLA
12592247-C101 ROAD CROSS SECTION SHEET 1
CK
N
KI
NA
12592247-C102 ROAD CROSS SECTION SHEET 2
ROAD
MO
LOT 411
PO
1SP297286 12592247-C103 ROAD CROSS SECTION SHEET 3
KIN KIN
PINBARREN EXTENT OF WORK
D
ROA
NBU
LL
TUR
Registered Professional
Registration
RPEQ
Registration Discipline
CIVIL
LOCALITY PLAN
SCALE 1:5000
Signature No. 27812
C.BASE Date 08.09.22
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title COVER SHEET, DRAWING INDEX Size
0 50 100 150 200 250m GPO Box 668 Brisbane QLD 4001
AND LOCALITY PLAN A1
R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA CB MG 08.09.22 SCALE 1:5000 AT ORIGINAL SIZE 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-C001 B
Plot Date: 8 September 2022 - 8:39 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-C001.dwg
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Full text of sections 2 to 6 (of 11)
Section 2
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
Section 3
AD
PINCH BLACK RO
148
N
168
149
CONTROL LINE ROAD 1
TMR TYPE 28 CONCRETE CHANNEL FROM COUNCIL APPROVAL REQUIRED FOR WORKS WITHIN CONTROL LINE RETURN 2
CH0-29. MATCH OUTLET NEATLY TO EXISTING ROAD RESERVE. WORKS TO BE DONE IN ACCORDANCE
150 SURFACE WITH NOOSA COUNCIL DRAWING RS-056 AND RELEVANT
SPECIFICATIONS. MATCH NEATLY TO EXISTING ROAD
SURFACE LEVELS CONTROL LINE RETURN 1
152 0.5m SHOULDER WIDENING WITH TIMBER
151 BOLLADS AS PER IPWEA DRAWING GS-042
FROM CH30-47
153
169
TMR TYPE 28 CONCRETE CHANNEL FROM
CH53-78. MATCH OUTLET NEATLY TO EXISTING
SURFACE
9.244
SCOUR PROTECTION d50 100mm
00
0.000
5.0
ROCK WITH GEOFABRIC BASE WRAP
R-
RD01
.000
CONTINUED ON 12592247-C022
5
170
R - 1
R-5.0
00
160
16 R15.000
CH
4
R10
TC CH20
6.043
CT 18.483
0.0
00
00
811
00
0.0
0.0
3.6 00
688
17.
CH
48
T 2.5
40
50.
CT 4 PINC
C
1
3. H
TC 4 522 BLA
CT
.363
C K RO
3.96
40
0 AD
142
CH1
R-15.000
TC
R15.00
0
R15.000
CH80
.912
06
000
R15.
8
CT 85
.069
.9
.90
TC 119.739
CH120
125
CH100
CT 97.312
9
72
.81
TC 93
CT
TC
70
CT
CH60
TMR TYPE 28 CONCRETE CHANNEL FROM
CH32-50. MATCH OUTLET NEATLY TO EXISTING
SURFACE
SCOUR PROTECTION d50 100mm
LEGEND
TMR TYPE 28 CONCRETE CHANNEL FROM
CH72-92. MATCH OUTLET NEATLY TO EXISTING ROCK WITH GEOFABRIC BASE WRAP
EXISTING PROPERTY BOUNDARY
SURFACE
SCOUR PROTECTION d50 100mm FINISHED SURFACE MAJOR CONTOUR (1.0m) 56
ROCK WITH GEOFABRIC BASE WRAP
0.5m SHOULDER WIDENING WITH TIMBER FINISHED SURFACE MINOR CONTOUR (0.25m)
BOLLADS AS PER IPWEA DRAWING GS-042
FROM CH54-65 TOP OF BATTER
TOE OF BATTER
BATTER SYMBOL
TIMBER BOLLARD
0.000
CONTROL LINE ROAD
PLAN
0.000
CONTROL LINE RETURN
SCALE 1:500
PAVEMENT TYPE 1 (REFER TO 12592247-C022)
TURFED FINISH ON ALL PAVEMENT TYPE 2 (REFER TO 12592247-C022)
BATTER SLOPES
2.00 2.00 0 TO 0.5m SAFETY SHOULDER
WHERE NOMINATED 2.00m 2.00m
1 % VARIES % VARIES
5% TYP. MAX. 1 IN 4 WITHIN % VARIES
3 MAX. 5% TYP. % VARIES
1 COUNCIL ROAD RESERVE 5% TYP. 5% TYP.
3 MAX. 2.5 MAX.
MAX. 1 IN 4 WITHIN
MAX. 1 IN 4 WITHIN COUNCIL ROAD RESERVE 1 2.5 MAX.
COUNCIL ROAD RESERVE
CENTRE LINE/CROWN
1
0.3
CENTRE LINE/CROWN
TMR TYPE 28 CONCRETE
0.3 MAX. 1 IN 4 WITHIN
CHANNEL AS NOMINATED PAVEMENT EXTENTS AS COUNCIL ROAD RESERVE
NOMINATED IN PLANS.
PAVEMENT EXTENTS AS REFER TO 12592247-C022
NOMINATED IN PLANS. FOR PAVEMENT DETAILS
DN100 PERFORATED PIPE
REFER TO 12592247-C022 WITH TEXTILE SLEEVE
FOR PAVEMENT DETAILS SURROUND. FREE Registered Professional
DRAINING MATERIAL
WRAPPED IN GEOFABRIC Registration
RPEQ
Registration Discipline
TYPICAL SECTION 01 - CUT TYPICAL SECTION 02 - FILL CIVIL
SCALE 1:25 SCALE 1:25 Signature No. 27812
C.BASE Date 08.09.22
0 2.5 5 7.5 10 12.5m
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title ROADWORKS PLAN Size
GPO Box 668 Brisbane QLD 4001
AND DETAILS A1
SCALE 1:250 AT ORIGINAL SIZE R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA
A ISSUE FOR REVIEW
CB
CB
MG
MG
08.09.22
05.09.22
G COLOURED INFORMATION
COPIES OF THIS DRAWING MUST BE
E [email protected] W www.ghd.com
Project
411 BLACK PINCH ROAD DRIVEWAY SHEET 1
0 0.25 0.5 0.75 1.0 1.25m www.ghd.com
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
SCALE 1:25 AT ORIGINAL SIZE
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-C021 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-C021.dwg
Section 4
139 134
153
APPROXIMATE LOCATION OF PROPOSED HOUSE. TO BE
N CONFIRMED BY CONTRACTOR ONSITE PRIOR TO 135
139
DRIVEWAY CONSTRUCTION
136
140
137
138
CONTROL LINE RETURN 3
154
155
141
427
P 56.
158
CT
156
142
R-
15
R9.000
37
.0 00
159
66.8
143
163
144
160
161
162
R-50
246.877
145
. 000
173 CH240
RD02
235
146
CONTROL LINE ROAD 1 147
CT CT 237.
4 .
P1
0
217 220
0.00
9
CH
.87
148
TC
CONTINUED ON 12592247-C021
149
JOINT SEALANT OVER BOND BREAKER. 20
200
REFER TO EXPANSION JOINT SEALANT
DETAIL 1
CH
SL72 MESH 150
R2
00.
3
.48
000 152
194
125mm 32MPa CONCRETE SLAB
151
CT
153
DOWELMASTER (OR SUITABLE STAINLESS STEEL DOWEL (R16 400 AT 450 CENTERS)
EQUIVALENT) SLEEVE CAST INTO SLAB.
179 180
6
.91
CH
EXPANSION JOINT DETAIL
TC
MAXIMUM 17.5m CENTRES
SCALE 1:10
50mm SAW CUT WITH JOINT SEALANT. REFER
TO JOINT SEALANT SHOWN IN DETAIL 1 SIKAFLEX 11 FC OR
SUITABLE EQUIVILANT
SL72 MESH (MIN. 50 TOP
15mm
160
AND SIDE COVER) CLOSED CELL
16
CH
4
BACKING ROD R10
0.0
0
125
0
8
.68
JOINT SEALANT DETAIL
150
1 DETAIL
CT
PLAN LEGEND
TRANSVERSE CONTRACTION: SAWN - SCALE 1 : 2 SCALE 1:250
MAXIMUM 3.5m CENTRES EXISTING PROPERTY BOUNDARY
SCALE 1:10 FINISHED SURFACE MAJOR CONTOUR (1.0m) 56
FINISHED SURFACE MINOR CONTOUR (0.25m)
TOP OF BATTER
TOE OF BATTER
BATTER SYMBOL
TIMBER BOLLARD
0.000
FINISHED PAVEMENT LEVEL CONTROL LINE ROAD
125mm CONCRETE BASE (32 MPA) WITH SL72 MESH (50 TOP & SIDE COVER)
0.000
CONTROL LINE RETURN
ROUGH BROOM FINISH
PAVEMENT TYPE 1 (REFER TO DETAIL)
150mm TYPE 2.1 BASE COURSE (HIGH QUALITY CRUSHED ROCK BASE)
SUBGRADE (MIN CBR5%) TRIMMED AND COMPACTED IN FINISHED PAVEMENT LEVEL PAVEMENT TYPE 2 (REFER TO DETAIL)
ACCORDANCE WITH MRTS04, SECTION 18. 100mm TYPE 2.1 UNBOUND GRANULAR BASE COURSE (COMPACTED TO MINIMUM 102%
STANDARD COMPACTION IN ACCORDANCE WITH MRTS05, SECTION 8.3.3.)
NOTES:
1. PAVEMENT IS TO CONSIST OF A 4m WIDE CONCRETE BASE WITH A 125mm THICKNESS OF 32 MPa CONCRETE, CONTINUOUS LAPPED SL72 150mm TYPE 2.1 OR 2.3 UNBOUND GRANULAR SUBBASE COURSE. COMPACTED AS PER
MESH AND TRANSVERSE JOINTS SAW CUT AT 3.5 M CENTRES TO 50mm DEEP. MRTS05
2. EXPANSION JOINTS ARE REQUIRED AT EVERY FIFTH TRANSVERSE JOINT (EVERY 17.5m). SUBGRADE (MIN CBR5%) TRIMMED AND COMPACTED IN Registered Professional
ACCORDANCE WITH MRTS04, SECTION 18.
3. PAVEMENT HAS BEEN DESIGNED WITH A SUBGRADE OF CBR 5% MINIMUM. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH Registration
TECHNICAL SPECIFICATION MRTS04.
RPEQ
Registration Discipline
PAVEMENT TYPE 1 - CONCRETE BASE PAVEMENT TYPE 2 - GRAVEL BASE CIVIL
SCALE 1:10
SCALE 1:10
Signature No. 27812
C.BASE Date 08.09.22
0 2.5 5 7.5 10 12.5m
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title ROADWORKS PLAN Size
GPO Box 668 Brisbane QLD 4001
AND DETAILS A1
SCALE 1:250 AT ORIGINAL SIZE R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA
A ISSUE FOR REVIEW
CB
CB
MG
MG
08.09.22
05.09.22
G COLOURED INFORMATION
COPIES OF THIS DRAWING MUST BE
E [email protected] W www.ghd.com
Project
411 BLACK PINCH ROAD DRIVEWAY SHEET 2
0 0.1 0.2 0.3 0.4 0.5m www.ghd.com
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
SCALE 1:10 AT ORIGINAL SIZE
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-C022 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-C022.dwg
Section 5
139 134
153
167
139
135
136
140
mm
DT
H 300
WI
137 138
N MIN
154
m
155
141 3.0
4.0
mM
IN
158
156
LE
AD
mm NG
142 300 TH
PINCH BLACK RO
159
143
163
144
160
161
162
145
146 147
CHAINS
148
168
149
EXISTING
100Ø HARDWOOD LOGS OR ROAD
150
50Ø METAL RODS 25mm (MIN)
152 SPACING.
151
153
169
SHAKEDOWN GRID (OR APPROVED EQUIVALENT)
170
16
4 SHAKEDOWN GRID (OR APPROVED EQUIVILENT)
NOT TO SCALE
ROAD 1
0.1m SPILLWAY
0.1m
EXISTING SURFACE PROFILE
.
MAX
0.6m MAX
2.0m
0.2m
FLO
W
PLAN
SCALE 1:500
D50 = 150mm NOM WELL
GRADED COARSE AGGREGATE
LEGEND
STAR PICKET POSTS (OR EXISTING PROPERTY BOUNDARY
0.5m MIN.
EQUIVALENT) DRIVEN 0.5m - 0.7m
OVERLAP DETAIL INTO GROUND FINISHED SURFACE MAJOR CONTOUR (1.0m) 56
CHECK DAM DETAIL
GRASSED BUFFER FINISHED SURFACE MINOR CONTOUR (0.25m) NOT TO SCALE
ZONE
TOP OF BATTER
TOE OF BATTER
GEOTEXTILE EMBEDDED 0.2m INTO DRAINAGE AREA 4Ha MAX.
0.2m MIN.
GROUND ON UPSLOPE SIDE OF BATTER SYMBOL HEIGHT 0.6m MAX.
FENCE SPILLWAY AT LEAST 0.1m
TIMBER BOLLARD BELOW SIDES
CHECK DAM
PERSPECTIVE - SEDIMENT FENCE SEDIMENT FENCE BATTER SLOPE
NOT TO SCALE 1 : 2 OR LESS
CUT AREA (292 m3)
DIRE
CTIO
N
OF FL
FILL AREA (433 m3) OW
GEOT
RL818 MESH FABRIC TIED TO MESH E
WITH TIE WIRE EMBE XTILE
0.2m DDED
VEHICLE SHAKE DOWN MIN
0.5m MIN.
A DISTURBED AREA
-
GRASSED BUFFER
FLOW ZONE
20m MAX.
N.S
PERSPECTIVE - CHECK DAM
1.0m
STAR PICKET POSTS OR EQUIVALENT
DRIVEN 0.5m - 0.7m INTO GROUND
NOT TO SCALE
0.2m
GEOFABRIC
FLOW
GEOTEXTILE EMBEDDED 0.2m
INTO GROUND
0.1m
STAR PICKETS SEDIMENT FENCE ON OR
NEAR CONTOUR
Registered Professional
Registration
PLAN - SEDIMENT FENCE A SECTION RPEQ
Registration Discipline
NOT TO SCALE - NOT TO SCALE
CIVIL
Signature No. 27812
C.BASE Date 08.09.22
0 5 10 15 20 25m
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title EARTHWORKS AND Size
GPO Box 668 Brisbane QLD 4001
SEDIMENT CONTROL PLAN A1
SCALE 1:500 AT ORIGINAL SIZE 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-C041 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-C041.dwg
Section 6
CONTROL LINE ROAD 1 SETOUT TABLE CONTROL LINE RETURN 1 SETOUT TABLE
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RADIUS LENGTH ANGLE PT CHAINAGE EASTING NORTHING HEIGHT BEARING RADIUS LENGTH ANGLE
IP 1 0.000 488843.252 7089864.077 181.697 319°58'25.75"
IP 1 0.000 488842.128 7089870.030 181.612 239°43'26.62"
IP 2 3.021 488841.031 7089866.721 181.810 R = -5.000 6.043 69°14'46.55"
IP 2 2.500 488839.969 7089868.769 181.738
IP 3 6.043 488837.772 7089865.581 181.711 250°43'39.20"
TC 3.648 488838.945 7089868.250 181.704 243°06'41.27"
IP 3 10.729 488832.115 7089864.787 180.656 R = 15.000 14.162 54°05'47.07"
CONTROL LINE RETURN 2 SETOUT TABLE
CT 17.811 488825.303 7089868.288 179.240 297°12'28.34"
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RADIUS LENGTH ANGLE
TC 18.483 488824.705 7089868.596 179.105 297°12'28.34"
IP 1 0.000 488832.543 7089868.634 180.652 88°19'01.68"
20.000 488823.323 7089869.220 178.802 291°24'48.19"
IP 2 4.622 488839.167 7089868.829 181.183 R = -5.000 9.244 105°55'49.13"
IP 4 31.002 488809.982 7089876.165 176.601 R = -15.000 25.039 95°38'24.15"
IP 3 9.244 488837.162 7089875.145 181.076 342°23'12.55"
40.000 488805.562 7089863.863 174.802 215°01'08.45"
CT 43.522 488803.897 7089860.769 174.097 201°34'04.18"
CONTROL LINE RETURN 3 SETOUT TABLE
TC 43.960 488803.736 7089860.362 174.010 201°34'04.18"
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RADIUS LENGTH ANGLE
IP 5 57.390 488796.854 7089842.951 170.997 R = 15.000 26.860 102°35'46.19"
IP 1 0.000 488638.698 7089903.318 143.716 292°33'36.63"
60.000 488791.657 7089850.993 170.349 262°50'14.04"
IP 2 7.087 488631.619 7089906.259 143.321 R = -15.000 14.173 54°08'16.60"
CT 70.819 488781.363 7089853.464 167.666 304°09'50.38"
CC 14.173 488625.089 7089902.245 143.191 238°25'20.03"
TC 72.908 488779.635 7089854.637 167.148 304°09'50.38"
20.000 488619.511 7089900.954 143.111 275°30'58.61"
IP 6 79.410 488773.890 7089858.536 165.536 R = -15.000 13.004 49°40'20.00"
IP 3 21.216 488617.466 7089897.560 143.097 R = 9.000 14.085 89°39'52.97"
80.000 488773.058 7089857.112 165.389 277°04'26.34"
CC 28.258 488612.736 7089905.155 143.037 328°05'13.00"
CT 85.912 488767.201 7089856.680 163.923 254°29'30.38"
IP 4 35.300 488608.006 7089912.750 143.011 R = 9.000 14.085 89°39'52.97"
TC 93.069 488760.304 7089854.766 162.281 254°29'30.38"
40.000 488613.777 7089916.032 143.014 42°50'24.84"
IP 7 95.191 488758.246 7089854.195 161.843 R = 15.000 4.243 16°12'29.56"
CC 42.342 488615.574 7089917.524 143.021 57°45'05.97"
CT 97.312 488756.110 7089854.221 161.428 270°41'59.94"
IP 5 49.385 488623.141 7089922.298 143.064 R = 9.000 14.085 89°39'52.97"
100.000 488753.423 7089854.254 160.934 270°41'59.94"
CC 56.427 488627.959 7089914.759 143.142 147°24'58.93"
TC 119.739 488733.685 7089854.495 158.395 270°41'59.94"
60.000 488630.222 7089912.005 143.195 133°46'03.64"
120.000 488733.424 7089854.500 158.371 271°41'47.90"
IP 6 61.632 488630.881 7089910.188 143.222 R = -15.000 10.411 39°45'56.08"
IP 8 122.823 488730.558 7089854.533 158.109 R = 15.000 6.167 23°33'25.44"
IP 7 66.837 488636.050 7089908.543 143.321 107°39'02.85"
CT 125.906 488727.706 7089855.818 157.823 294°15'25.38"
140.000 488714.857 7089861.608 156.517 294°15'25.38"
TC 142.363 488712.702 7089862.579 156.298 294°15'25.38"
IP 9 146.525 488708.905 7089864.290 155.912 R = 100.000 8.325 4°46'11.91"
CT 150.688 488705.263 7089866.311 155.526 299°01'37.29"
160.000 488697.121 7089870.830 154.563 299°01'37.29"
TC 179.916 488679.707 7089880.493 151.461 299°01'37.29"
180.000 488679.633 7089880.534 151.447 299°03'04.31"
IP 10 187.199 488673.335 7089884.029 150.270 R = 200.000 14.567 4°10'23.38"
CT 194.483 488667.238 7089888.019 149.079 303°12'00.67"
200.000 488662.621 7089891.040 148.177 303°12'00.67"
TC 217.879 488647.661 7089900.829 145.254 303°12'00.67"
220.000 488645.862 7089901.953 144.907 300°46'09.29"
IP 11 227.557 488639.460 7089906.196 143.675 R = -50.000 19.357 22°10'51.73"
CT 237.235 488629.840 7089908.070 143.281 281°01'08.94"
240.000 488627.126 7089908.598 143.253 281°01'08.94"
IP 12 246.877 488620.376 7089909.912 143.184 281°01'08.94"
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 CONTROL LINE Size
GPO Box 668 Brisbane QLD 4001
SETOUT TABLE 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-C061 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-C061.dwg
The text continues on section 7.