Council archive · source document
Engineering Report · MCU18/0094
Attached to the e-mail Multiple Housing Type 4 Conventional - 4 units (Covering letter, DA Form 1, Eng Plans, Eng Report, Owners Consent, Planning Report , Traffic Report) - MCU18/0094.
ENGINEERING REPORT
Proposed Multi Housing Development
at
15 Garnet Street, Cooroy
For
Watham Boys Property Trust
A6265/18/ENG
May 2018
SH/tk
Prepared by Brah101 Pty Ltd Trading As Alta Projects ABN 91 611 354 511
Civil and Structural Engineering
Project Management
26 Memorial Avenue
P. O. Box 559
Cotton Tree, Queensland, 4558
Telephone: (07) 5475 4125
Facsimile: (07) 5479 1607
e-mail: [email protected]
The content of this document is provided in strict commercial confidence. The content of this
document shall not be disclosed to any third party, without the express written authority of
Alta Projects.
Document Control
Revision A6265/18/ENG - Authorised for Issue
Author Signature
No. Date Reviewer Signature Document Status
- March 2018 William Millroy Steven Harrison A
R - Revision F - Final A - Approval P - Preliminary
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Page 2
- Contents - 1.0 INTRODUCTION ......................................................................................... 1 2.0 EXISTING SITE CONDITIONS ................................................................ 1 2.1 Flooding ....................................................................................................... 1 3.0 BULK EARTHWORKS................................................................................. 2 3.1 Cut and Fill and Erosion/Sediment Control .......................................... 2 3.2 Potential Acid Sulphate Soils (PASS) ....................................................... 2 4.0 SERVICES ....................................................................................................... 2 4.1 Water Reticulation ...................................................................................... 2 4.2 Sewerage ...................................................................................................... 2 4.3 Electricity and Telecommunications ........................................................ 3 5.0 ACCESS ........................................................................................................... 3 6.0 STORMWATER MANAGEMENT ............................................................ 3 6.1 Legal Point of Discharge ............................................................................ 3 6.2 Stormwater Quantity Management ......................................................... 3 6.3 Stormwater Quality Management............................................................ 5 APPENDICES APPENDIX A – Existing Survey and NC Flood Certificate APPENDIX B – Preliminary Engineering Drawings
Page 3
1.0 INTRODUCTION
This engineering report is lodged in support of an application seeking to develop
Multiple Housing at 15 Garnet Street, Cooroy.
The proposed development consists of two storey buildings and associated
carparking and landscaping.
This report addresses relevant civil engineering issues and should be read in
conjunction with attached engineering drawings and architectural, landscape
and planning documentation and traffic engineer’s report.
Importantly, this report seeks to address civil engineering issues at a level
appropriate for a Development Application.
2.0 EXISTING SITE CONDITIONS
The proposed development is over Lot 901 on C56011. The site is bounded by
Wattle Street to the East and Garnet Street to the South. Existing residential
housing lies to the North and a recently completed Multiple Housing
development abuts the Western boundary.
The land falls at moderate grades from South-east to North-west with Garnet
Street and Wattle Street road verges currently draining toward the site.
This site currently supports a single high-set timber dwelling.
There is no formal stormwater infrastructure in place on or adjacent the site and
runoff currently discharges as sheet flow toward the adjacent properties to the
North and West.
Garnet Street and Wattle Street both slope at moderate grades towards Cooroy
Creek to the West and North respectively. The site has a total area of 1,079m2..
2.1 Flooding
Noosa Council Flood Information search appears at Appendix A.
No flood information is available for the property.
Other than localised runoff, Cooroy Creek is expected to dominate in
terms of flood levels for the area.
___________________________________________________________________________________
A6265 -18- Engineering Report – Garnet Street, Cooroy Page 1 of 4
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Alta Projects P/L
Page 4
The site is elevated several meters above the high bank of Cooroy Creek
and hence, in the absence of definitive flood level data, it is considered
very unlikely that the site would be subject to inundation in a 100year ARI
event.
Runoff from Garnet Street and Wattle Street roadway verges currently
traverse the site and represents “nuisance flows” with the nuisance being
exacerbated once development density is increased. Minor earthworks as
discussed in the following section are necessary to address such nuisance
flows.
3.0 BULK EARTHWORKS
3.1 Cut and Fill and Erosion/Sediment Control
Minor earthworks are necessary over the site along with a low retaining
wall (less than 1m maximum height) along the Western and Northern
boundaries in order to make the site immune to “nuisance flows” and
allow suitable routing of developed runoff.
Very minor filling of the Wattle Street verge is necessary to ensure it
remains free draining post-development.
Preliminary earthworks drawings and erosion and sediment control plan
appear at Appendix B.
3.2 Potential Acid Sulphate Soils (PASS)
The site lies between RL113m and RL115m AHD and hence an Acid
Sulphate Soils Management Plan is not warranted.
4.0 SERVICES
4.1 Water Reticulation
There is an existing watermain along the Garnet Street frontage.
4.2 Sewerage
The site is commanded by a sewer connection point constructed as part of
the adjacent multiple housing development and located along the site’s
Western boundary.
___________________________________________________________________________________
A6265 -18- Engineering Report – Garnet Street, Cooroy Page 2 of 4
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Page 5
4.3 Electricity and Telecommunications
Power and telecommunications are both available from Wattle Street.
5.0 ACCESS
Vehicular access will be provided from a new crossover off Wattle Street,
adjacent to the site’s northern boundary
Refuse collection will from the kerb.
Refer Traffic Engineer’s report.
6.0 STORMWATER MANAGEMENT
6.1 Legal Point of Discharge
Whilst the site and adjacent verges currently slope toward adjacent
properties to the West and North, Wattle Street and Garnet Street road
reserves represent the only available Legal Point of Discharge.
A lack of underground stormwater infrastructure in either street in the
vicinity of the site make discharge to kerb the favoured method of
stormwater connection.
Garnet Street drains westward downstream of the site at continuous grade
directly toward Cooroy Creek with relatively recent roadworks providing
high flow capacities all the way to the creek.
In comparison Wattle Street drains northward toward Cooroy Creek but
via older established commercial and residential areas with an overland
flow path which is less-well defined.
As a result, the proposed development will direct all piped flows toward
the existing Garnet Street kerb.
Refer drawing at Appendix B.
6.2 Stormwater Quantity Management
With the additional catchment discharging to Garnet Street it is important
that design guidelines are followed in order to ensure any increase in peak
stormwater runoff does not exceed the existing drainage infrastructure
capacity.
___________________________________________________________________________________
A6265 -18- Engineering Report – Garnet Street, Cooroy Page 3 of 4
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Page 6
Existing Garnett Street Catchment:
Area: 33,476m2
Time of Concentration: 8.5min
Peak Flow (Q100/Q10): 2.15/1.39 m3/s
Additional Catchment from Subject Site:
Area: 375m2
Time of Concentration: 5min
Peak Flow (Q100/Q10): 0.028/0.019 m3/s
Combined Catchment:
Area: 33,851m2
Time of Concentration: 8.5min
Peak Flow (Q100/Q10): 2.17/1.41 m3/s
Peak Garnet Street Flow Increase:
(Q100/Q10): 1.3%/1.37%
Garnet Street Kerb Flow Capacity (Northern side):
Existing Catchment Additional Catchment
Q10 = 0.065 m3/s Q10 = 0.09 m3/s
d = 68mm d = 76mm
d*V = 0.14 m2/s d*V = 0.17 m2/s < 0.4 m2/s (QUDM 2017 – Table 7.04.1)
Flow Width = 1.43m Flow Width = 1.69m
Q100 = 0.095 m3/s Q100 = 0.132 m3/s
d = 77mm d = 85mm
d*V = 0.15 m2/s d*V = 0.17 m2/s < 0.4 m2/s (QUDM 2017 – Table 7.04.1)
Flow Width = 1.73m Flow Width = 1.99m
___________________________________________________________________________________
A6265 -18- Engineering Report – Garnet Street, Cooroy Page 4 of 4
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Page 7
The subject site represents a very small percentage of the Cooroy Creek
catchment conveyed by Garnet Street. The proposed development will
create an inconsequential increased discharge into Cooroy Creek of 1.3%
for a Q100 event and 1.37% for a Q10.
Existing infrastructure is adequate to convey additional discharge from
the proposed development via Garnett Street. Hence formal on-site
attenuation of stormwater is not proposed.
6.3 Stormwater Quality Management
The subject site is below the 2,500m2 threshold which triggers the need for
compliance with water quality objectives as outlined in the State Planning
Policy guidelines (Dec 2013) and hence formal on-site treatment of runoff
is not proposed.
___________________________________________________________________________________
A6265 -18- Engineering Report – Garnet Street, Cooroy Page 5 of 4
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Page 8
A
Appendix
Existing Survey &
NC Flood Certificate
[OCR of page images]
A
Existing Survey &
NC Flood Certificate
Page 9
916
C56011
CP
SP248154
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RL: 114.13
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Bottlebrush
BM: Nail in Kerb
LINETYPE LEGEND
BANK BOTTOM
BANK TOP
BATTER
CROWN
GUTTER
GRAVEL
BITUMEN
KERB
CONCRETE
ELECTRICAL
WATER
DAM/POOL
SEWER
DRAINAGE
TREELINE
GARDEN
TELSTRA
BUILDING
PAVING
RETAINING WALL
WALL
GUARDRAIL
FENCE
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MAJOR CONTOUR
MINOR CONTOUR
STREET
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WATER METER
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@ POWER POLE
LIGHT POLE Scale 1:250 - Lengths are in Metres
@ BENCH MARK }
Lust! | | | | | | | | |
25 0 25 5 75 10 12.5 15 17.5 20 22.5 25 27.5
: —— cient: B, WHATHAM Project: Plan 1 of 4 NOTE:
MAX WATTERSON
ASSOCIATES
12 Maple Street
PO Box 639
Cooroy Qld 4563
LOCAL GOVT: NOOSA S.C.
Ph. (07) 54426121
Fax. (07) 54425125
Email. [email protected]
LOCALITY: _COOROY
PLAN SHOWING DETAIL
& CONTOURS OF LOT
901 ON C56011.
Date: 22-01-18
Scale: 1:250
Datum: AHD
PM24980
RL 117.567
Cont.Int: 0.25m
Origin:
Ref:
16-4099AA
This plan has been prepared for building
design purposes only.
Underground services not located except
where evident on surface.
Boundary dimensions adopted from SP281569
& SP284154
Page 10
Noosa Council documents
Flood Information Certificate
This certificate is issued in response to an information request for a property which is located within the
geographical boundaries of Noosa Council.
Applicants Name Alta Projects Issue Date 24 January 2018
Applicants Address PO Box 559 Property Number 128854
COTTON TREE QLD Property Description Lot 901 C 56011
4558 Address 15 Garnet St Cooroy Qld 4563
Our Reference Cer18/0279
Email Address [email protected] Issuing Officer Mark Lewis
Your Reference A6265
This certificate is issued in response to an enquiry for the above property:
REGISTERED OWNER/S NAME: Hillhaven Investments P/L TTE
DEFINED FLOOD LEVEL: A flood level has not been defined for this property.
DEFINED FLOOD EVENT: 1% AEP Under 2100 Climate Change Conditions
SOURCE OF INFORMATION: A flood level has not been defined for this property.
HIGHEST HISTORICAL FLOOD A flood level has not been recorded for this property
LEVEL:
LOCATION DESCRIPTION OF
A flood level has not been recorded for this property
RECORDED HISTORICAL EVENT:
DATE OF HISTORICAL EVENT: A flood level has not been recorded for this property
FREEBOARD: Not applicable
MINIMUM FLOOR LEVEL: No flooding information available to define minimum floor level.
THIS CERTIFICATE IS VALID FOR 6 MONTHS FROM DATE OF ISSUE.
www.noosa.qld.gov.au [email protected] T 07 5329 6500
PO Box 141 Tewantin Qld 4565 ABN 97 969 214 121
Flood Information Certificate (FSCV3-0809) Page 1 of 3
Document Set ID: 20516371
Version: 2, Version Date: 24/01/2018 Print Date: 25 January 2018, 10:22 AM
Page 11
B
Appendix
Preliminary Engineering
Drawings
[OCR of page images]
Preliminary Engineering
Drawings
Page 12
PROPOSED MULTIPLE HOUSING DEVELOPMENT
at 15 GARNET STREET, COOROY
for THE WHATHAM BOYS PROPERTY TRUST
Emt A Job "A6097" DRAWING SCHEDULE
DESCRIPTION
SP248154
DWG
SP281569
CP
CP
PL01 PRELIMINARY LOCALITY PLAN AND SCHEDULE OF DRAWINGS
PEW01 PRELIMINARY EARTHWORKS LAYOUT PLAN
PEW02 PRELIMINARY RETAINING WALL DETAILS
IL:112.61
PR01 PRELIMINARY ROADWORKS OVERALL SITE PLAN & NOTES
PR02 PRELIMINARY ROADWORKS LAYOUT PLAN
PR03 PRELIMINARY ROADWORKS DETAILS
114
GARNET STREET
PR04 PRELIMINARY ROADWORKS SECTIONS
C56011
916
PROPOSED PROPOSED PROPOSED PROPOSED PD01 PRELIMINARY DRAINAGE LAYOUT PLAN
TOWNHOUSE 4 TOWNHOUSE 3 TOWNHOUSE 2 TOWNHOUSE 1
WM
PROPERTY DETAILS
115
Over lot 901 on C 56011
Note: Levels are to AHD Derived from
GPS Observations
H
E/O
11
4
H
E/O
115
H
E/O
/OH
WATTLE STREET
E
H
E/O
LOCALITY PLAN
SCALE 1 : 250 A1
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY LOCALITY PLAN & SCHEDULE OF DRAWINGS
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PL01 B 1 of 1
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-L01.dwg - DATE : 25/5/18 - 5:14pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B) Council Ref:
Page 13
569
SITE PREPARATION NOTES:
1. THE PLATFORM SHALL BE ROLLED WITH AN 8 TONNE AXLE LOAD,
R03
R03
E
F
ANY LOOSE SUBGRADE SHALL BE EXCAVATED AND REPLACED
WITH MATERIAL THAT WILL COMPACT TO A LEAST THE STANDARD
BELOW.
IL:112.61
2. FILL SHALL BE GRANULAR SOUND MATERIAL OF SOAKED CBR15
(MINIMUM), FREE OF ANY ORGANIC MATTER OR ANY MATERIAL
RL
0
4.1
11
PROPERTY BOUNDARY THAT WILL NOT FORM A STABLE FILL.
11
4.0
RW1
5
0
5
4.1
4.2
4.2
RL
70
11
11
11
3
RL
RL
RL
RL
3. PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF
4.3
1
114.15
RL
14
11
COHESIVE MATERIALTO A DRY DENSITY RATIO OF 95% OF THE MAX
11
.30
RL
114.30
4.0
114.20 DRY DENSITY AS DETERMINED BY TESTS E2.1 OF AS1289 IN CASE
80
PROPERTY BOUNDARY OF COHESIONLESS MATERIAL TO A DENSITY INDEX OF 75% AS
A 114.25 DETERMINED BY TESTS E6.1 OF AS1289.
50
5
4.3
4.2
R03
11
11 114.35
RL
RL
4.RW1 114.30 4. THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR
THE PERIOD OF CONSTRUCTION VIA THE USES OF TEMPORARY
114
114.35
0
35
SUMPS & PUMPING TO DISCHARGE TO THE EXTERNAL
11
STORMWATER SYSTEM.
RL
5
0
4.2
5
4.3
4.3 5. ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S
11
11
11
GARAGE GARAGE GARAGE GARAGE
RL
ANGLE OF REPOSE OR SHORED VIA SHEET PILING OR OTHER
RL
RL
FFL114.4 FFL114.4 FFL114.4 FFL114.4 APPROVED METHODS.
PROPERTY BOUNDARY
PROPOSED PROPOSED PROPOSED PROPOSED
EARTHWORKS NOTES:
RW1
0
TOWNHOUSE 4 TOWNHOUSE 3 TOWNHOUSE 2 TOWNHOUSE 1
.4 0
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL
4
11
MEASURES DETAILED. ALL PERIMETER CONTROL MEASURES SHALL BE
RL
INSTALLED PRIOR TO DISTURBANCE OF THE SITE.
0
4.4
11
WM
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING
RL
TOPSOIL FOR FUTURE USE. REFER SEDIMENT AND EROSION CONTROL
FFL114.5 FFL114.5 FFL114.5 FFL114.5 NOTES FOR TREATMENT DETAILS.
114.25
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF
D
RW2
AS 3798-2007 "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
R03 RESIDENTIAL DEVELOPMENTS" - LEVEL ONE (1) SUPERVISION AND
TESTING.
0
00
.40
4.4
4
4. MINIMUM RELATIVE COMPACTION:
11
11
RL
RL
- 95% STANDARD AS1289.S.1.1
73
.20
8
4.7
4.2
4
5. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY
115
11
11
11
RW2 PROPERTY BOUNDARY
RL
DENSITY RATIO (M.D.D.R.) OF 100% STD.
RL
RL
Ex
Ex
6. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA
PROJECTS STANDARD SPECIFICATION & LOCAL AUTHORITY
0
4.3
REQUIREMENTS.
11
RL
5
GENERAL NOTES:
114.2
R03
R03
B
C
0
114.2
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN
ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE
WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO COMMENCEMENT
OF CONSTRUCTION TO DETERMINE THE LOCATION AND LEVEL OF ALL
EXISTING SERVICE UTILITIES. THE CONTRACTOR SHALL BEAR THE
H COST OF ANY DAMAGE TO EXISTING SERVICES.
E/O
11
4
5
2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
4.2
0
5
4.2
4.1
11
ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO
11
11
RL
RL
RL
H BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A LICENCED
E/O
115 SURVEYOR TO THE REQUIREMENTS OF THE LOCAL AUTHORITY.
3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
H SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
E/O
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.
LEGEND
PROPOSED EARTHWORKS CUT
PROPOSED EARTHWORKS FILL
114.40 PROPOSED FINISHED SURFACE LEVEL
RW1 PROPOSED RETAINING WALL RW1
REFER EW05 FOR DETAILS.
RW2 PROPOSED RETAINING WALL RW2
REFER EW05 FOR DETAILS.
0 2.0 4.0 6.0 8.0 10.0m EXISTING SURFACE CONTOURS
S EXISTING SEWER RETICULATION
SCALE 1:100 A1, 1:200 A3
E/OH EXISTING OVER HEAD POWER LINE
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY EARTHWORKS LAYOUT PLAN
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PEW01 B 1 of 1
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-EW01.dwg - DATE : 25/5/18 - 4:46pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B) Council Ref:
Page 14
200HB SERIES 200HB SERIES
50 COVER 50 COVER
TOP OF WALL TOP OF WALL
SETOUT POINT 'TOP' WATERPROOFING & DRAINAGE SETOUT POINT 'TOP' WATERPROOFING & DRAINAGE
LAYER TO BUILDERS SPECS. LAYER TO BUILDERS SPECS.
1000 MAX.
NOTE:
MAX.
1000
N12 @ 400 E.W.
N12 @ 400 E.W. RETAINING WALL BACKFILL TO BE
SETOUT POINT 'BTM' GRANULAR BACKFILL. 100Ø AGG. DRAIN
IN GEO FABRIC SOCK. DISCHARGE TO
PLACED AT OR NEAR OPTIMUM
SETOUT POINT 'BTM'
100 STORMWATER. GRANULAR BACKFILL. 100Ø AGG. DRAIN MOISTURE CONTENT IN LIFTS NOT
IN GEO FABRIC SOCK. DISCHARGE TO
EXCEEDING 300mm AND COMPACTED
MIN.
N12 @ 400 E.W. 65 COVER.
MIN
200
250 200
STORMWATER.
100 TO 95% MDD USING LIGHTWEIGHT
250
N12 STARTERS @ 400. LAP 450.
N12 [email protected] COVER PLANT SUCH AS WALK-BEHIND
LAP 450. 65 COVER.
800 N12 @ 400 ROLLERS, VIBRATING PLATE..ETC.
700 65 COVER.
TYPICAL RETAINING WALL - RW1 TYPICAL RETAINING WALL - RW2
(0 TO 1000 HIGH) (0 TO 1000 HIGH)
SCALE 1:20 (A1) SCALE 1:20 (A1)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY RETAINING WALL DETAILS
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PEW02 B 2 of 2
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-EW02-EW03.dwg - DATE : 25/5/18 - 4:49pm - XREF's: Council Ref:
Page 15
Emt A
ROADWORKS NOTES: REINFORCED CONCRETE NOTES:
GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
AS 3600 "SAA CONCRETE STRUCTURES CODE".
SP248154
SP281569
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ &
CP
CP
LOCAL AUTHORITY STANDARDS. IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).
LANDSCAPE ARCHITECT'S DESIGN DRAWINGS. AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
IL:112.61
MATERIALS FOR USE WITH PORTLAND CEMENT.
RL
0
3. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY
4.1
AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
11
11
4.0
RW1
5
0
5
4.1
4.2
4.2
RL
70
11
11
11
3
DENSITY RATIO (M.D.D.R.) OF 100% STD.
RL
RL
RL
RL
CEMENT- FLY ASH.
4.3
11
RL
11
'B1'
4.3
11
RL
0
4.0
AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
80
50
5
4.3
AS 1302 STEEL REINFORCING BARS FOR CONCRETE.
4.2
4. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND
11
11
RL
RL
'B1' 'B1'
GARNET STREET
AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
114
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.
50
4.3
11
AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
RL
5
0
4.2
5
4.3
4.3
11
AS 3972 PORTLAND AND BLENDED CEMENTS.
11
11
C56011
GARAGE GARAGE GARAGE GARAGE
RL
RL
RL
916
FFL114.4 FFL114.4 FFL114.4 FFL114.4
5. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE
RW1
AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
PROPOSED PROPOSED PROPOSED PROPOSED CONTRACTOR IS TO CONSTRUCT A COMMERCIAL CROSS-OVER IN
RW1
AS 2758 PART 1 CONCRETE AGGREGATES.
00
TOWNHOUSE 4 TOWNHOUSE 3 TOWNHOUSE 2 TOWNHOUSE 1
4.4
ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051.
11
RL
AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
0
4.4
11
AS 3610 FORMWORK FOR CONCRETE.
WM
RL
FFL114.5 FFL114.5 FFL114.5 FFL114.5
6. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS & SUPPLY:
FOOTPATHS (IF REQUIRED).
RW2
· ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
BATCHING IS ACCEPTABLE.
00
00
4.4
4.4
7. CONTRACTOR TO INSTALL 2 No. "HAZARD" SIGNS AT THE END OF
11
·
11
MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
RL
RL
RW2
3
0
STAGED ROADWORKS. BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
.78
.27
4.2
115
14
14
11
L1
1
RL
RL
R
· ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
Ex
Ex
8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA AUSTRALIAN STANDARDS.
0
4.3
11
· ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
RL
PROJECTS STANDARD SPECIFICATION & LOCAL AUTHORITY
· ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
REQUIREMENTS.
· ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
· ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
11
4 9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
.25
0
5
H
14
4.2
4.1
1
E/O
11
11
FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA
RL
REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
RL
RL
115
PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY · ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
WATTLE STREET SHOULD CONFIRM THE CORRECT COORDINATES WITH THE · ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
H
E/O HORIZONTAL CURVE DATA PROVIDED ON THESE DRAWINGS. FORMWORK:
· ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
CARPARK/ INTERNAL PAVEMENT NOTES OR STEEL FORMS.
OVERALL SITE PLAN · ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.
· THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD · REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
SCALE 1:250 A1
SPECIFICATIONS, IPWEAQ, LOCAL AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS SHALL BE REFERRED TO THE · ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
ENGINEER FOR CLARIFICATION. BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
· ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK · ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
DESIGN AND LAYOUT WITH RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS, TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE SOUGHT IN THIS REGARD. WATERPROOF MEMBRANE.
SETOUT TRANSPORT:
· EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY · ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
MODELS PROVIDED. EXISTING LEVELS MUST BE CONFIRMED ON SITE BY THE CONTRACTOR · CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT
AND ANY DISCREPANCIES REFERRED TO THE ENGINEER. THE ENGINEER'S DISCRETION.
· ALL CARPARK SETOUT TO BE AS PER DIGITAL CO-ORDINATES OR DIMENSIONED DRAWINGS PLACEMENT, COMPACTION AND FINISHING:
PROVIDED. CONTRACTOR MUST NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF · CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE
DRAWINGS. PUMPING OR KIBBLING.
SUBGRADE · UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF
· SUBGRADE SHALL BE OF SOAKED CBR 5 MATERIAL OR BETTER, FREE FROM TOPSOIL, VIBRATORS.
· ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED
ORGANIC OR OTHER DELETERIOUS MATERIAL.
IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
· SUBGRADE SHALL BE COMPACTED TO 97% MDD (AS 1289 E1.1) AND SHALL NOT SHOW DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
MARKED DEFLECTION UNDER 8 TONNE AXLE LOAD AT PROOF ROLL. · ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
· ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH · SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE
SELECT MATERIAL FROM SITE OR TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION. SURFACE,
· SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
SHALL DRAIN TO SUBSOIL DRAINS. · ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
· SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
UNUSUALLY HOT, DRY OR WINDY CONDITIONS.
APPROVED ALL TEST RESULTS, SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE
· ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED. · BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
· · ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE.
GRANULAR PAVEMENT · NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
· FINAL PAVEMENT DESIGN SHALL BE DETERMINED BY THE ENGINEER UPON RECEIPT OF
SUBGRADE SOAKED CBR RESULTS AFTER THE COMPLETION OF BULK EARTHWORKS. TESTING:
· ALL GRANULAR PAVEMENT SHALL COMPLY STRICTLY WITH ALL CURRENT DTMR QUALITY · ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
STANDARDS FOR THE NOMINATED PAVEMENT TYPE AND SHALL BE SUPPLIED BY A DTMR
· THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
ACCREDITED QUARRY. OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
· PAVEMENT PLACEMENT SHALL NOT COMMENCE UNTIL MATERIAL QUALITY TEST RESULTS - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
HAVE BEEN APPROVED BY THE ENGINEER. GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
· PAVEMENTS SHALL BE PLACED AT DEPTHS NOT EXCEEDING 200mm AND SHALL BE - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
COMPACTED TO 100% MDD (AS 1289 E1.1), SLURRIED AND TRIMMED TO PROFILE REFLECTING GRADE CAST ON ANY GIVEN DAY.
FINAL DESIGN SUCH THAT A TIGHT PAVEMENT MATRIX IS ACHIEVED. - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THERE OF
· WHERE CEMENT TREATMENT IS NOMINATED BY THE ENGINEER CEMENT DESIGN AT THE CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
· ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
NOMINATED RATE MUST TAKE PLACE AT AN ACCREDITED PUG MILL. NO ON-SITE CEMENT
· IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
TREATMENT WILL BE ACCEPTED. SHALL BE TAKEN AFTER THE ADDITION OF WATER.
· ASPHALT PRIME SHALL NOT BE PLACED OVER BASE COARSE PAVEMENT UNTIL:
- ALL TEST RESULTS HAVE BEEN APPROVED. CURING:
- A SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT. ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
- AS CONSTRUCTED SURVEY HAS BEEN APPROVED. · CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
- ENGINEERS WRITTEN DIRECTION TO PROCEED IS OBTAINED. GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS :
- CONTINUOUS WATER PONDING.
- COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
- APPLICATION OF AN APPROVED CURING COMPOUND.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY ROADWORKS OVERALL SITE PLAN & NOTES
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PR01 B 1 of 1
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-R01-R02.dwg - DATE : 25/5/18 - 4:52pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B) Council Ref:
Page 16
569
EXISTING 3m
R03
R03
E
F
SEWER EASEMENT
IL:112.61
TAKE UP EXISTING
FOOTPATH.
RL
0
4 .1
11
PROPERTY BOUNDARY
11
4.0
RW1
5
0
5
4.1
4.2
4.2
RL
70
11
11
11
3
RL
RL
RL
RL
FALL
4.3
11
114.15
RL
11
'B1'
4.3
11
RL
FA FA 114.30 FA
0
4.0
L 114.20 LL LL
PROPERTY BOUNDARY
L
80
A
6.15m
114.25
50
5
BJ
DJ
DJ
4 .3
BJ
BJ
4.2
DJ
R03
11
114.35
11
RL
RL
114.30 'B1' 'B1'
114
50
114.35
4.3
FALL
11
DJ
RL
5
0
4.2
5
4.3
4.3
11
11
11
GARAGE GARAGE GARAGE GARAGE
RL
RL
RL
FFL114.4 FFL114.4 FFL114.4 FFL114.4
PROPERTY BOUNDARY
RW1
GARNET STREET
FA
PROPOSED PROPOSED PROPOSED PROPOSED LL
RW1
0
TOWNHOUSE 4 TOWNHOUSE 3 TOWNHOUSE 2 TOWNHOUSE 1
.40
14
1
RL
BJ
0
4.4
11
WM
RL
FFL114.5 FFL114.5 FFL114.5 FFL114.5
114.25
RW2
D
R03
DJ
00
00
FALL
FALL
4.4
4.4
11
11
RL
RL
RW2
73
0
8
4.2
4.7
4.2
115
11
11
11
PROPERTY BOUNDARY
RL
RL
RL
FA
Ex
Ex
LL
0
4.3
11
RL
5
BJ
114.2
R03
R03
B
C
0
114.2
H
E/O DJ 11 LEGEND:
4
5
4.2
.20
5
4.1
11
4
11
11
PROPOSED CONCRETE PAVEMENT AREAS
RL
RL
RL
H
E/O
115 PROPOSED BUILDING AREA
114.40 PROPOSED FINISHED SURFACE LEVEL
E/O
H WATTLE STREET
PROPOSED CONCRETE
TAKE UP EXISTING 6.75 DESIGN SURFACE CONTOURS
COMMERCIAL CROSSOVER
CROSSOVER & DRIVEWAY
TO LOCAL AUTHORITY PROPOSED STORMWATER DRAINAGE NETWORK
& REINSTATE KERB.
REQUIREMENTS.
DJ
PROPOSED CONCRETE DOWEL JOINT
BJ
PROPOSED CONCRETE BOLSTER JOINT
'B1'
PROPOSED TYPE 'B1' INTEGRAL KERB
RW1 PROPOSED RETAINING WALL RW1
REFER EW05 FOR DETAILS.
RW2 PROPOSED RETAINING WALL RW2
REFER EW05 FOR DETAILS.
EXISTING SURFACE CONTOURS
0 2.0 4.0 6.0 8.0 10.0m
S EXISTING SEWER RETICULATION
E/OH EXISTING OVER HEAD POWER LINE
SCALE 1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY ROADWORKS LAYOUT PLAN
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PR02 B 1 of 1
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-R01-R02.dwg - DATE : 25/5/18 - 4:54pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B) Council Ref:
Page 17
BOUNDARY
PROPERTY
COMMERCIAL DRIVEWAY - 6m WIDTH
BOUNDARY BOUNDARY 3500 NOM
1000
2.0%
1 IN 8
3500 NOM.
3500 NOM.
130 MIN
200UM VISQUEEN.
SL82 MESH
1800
SAWCUT EXISTING 50mm BEDDING SAND.
40 TOP COVER.
KERB AS REQUIRED
A SECTION
- SCALE 1 : 20 (A1)
1500 NOM 1500 NOM
SAWCUT EXISTING
EXISTING BARRIER KERB AS REQUIRED EXISTING BARRIER
KERB AND CHANNEL KERB AND CHANNEL
RESIDENTIAL CROSSOVER DETAIL
A
-
NOTE: DRIVEWAYS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH IPWEAQ STANDRD DRAWING RS- 051
COMMERCIAL CROSSOVER NOTES:-
1. Concrete N32 in accordance with AS 1379 and AS 3600.
2. Reinforcing fabric to AS 1304. Lap fabric 250mm.
3. Depths of concrete and reinforcing steel shown are the
minimum requirements for good foundation conditions, and
average traffic loading. Where this does not apply, depths of
concrete and reinforcing shall be increased to suit specific
conditions.
4. Reprofile adjacent footpath to match driveway. Footpath
earthworks adjoining concrete must be well compacted.
5. Compaction for subgrade 95% Standard to AS 1289.5.1.1.
6. Where subgrade is less than CBR 5 excavate and provide
imported material to satisfaction of the Superintendent.
7. Concrete driveway unless otherwise approved
TOOL FINISH EDGES
8. Paver and/or proprietary concrete surface finishes to driveway
shall only be used when approved by Local Authority. R16 GALVANISED DOWELS (450 LONG)
9. Refer project drawings or Local Authority Standard Drawings DOWEL SOCKETS TO AT 300 CTS CENTRAL
for Verge Type Cross Sections. MANUFACTURERS SPEC. TOOL FINISH CONCRETE
CUT EVERY SECOND BREAK SLAB FULL DEPTH
10. All dimensions in millimetres. OR EQUAL WIRE OF MESH
SL82 MESH WHILE STILL "GREEN"
30 COVER
PROPOSED CONCRETE PAVEMENT LEVEL
150mm CONCRETE (N32)
VISQUEEN VAPOUR BARRIER
150
150
EARTHWORKS LEVEL SL82mm MESH TOP 40 COVER
HEAVY BROOM FINISH
(TO BE CONFIRMED DURING
CONSTRUCTION)
225 225
200 UM VISQUEEN 200 UM VISQUEEN
CARPARK CONCRETE PAVEMENT DETAIL CONCRETE PAVEMENT DOWEL JOINT (DJ) CONCRETE PAVEMENT BOLSTER JOINT (BJ)
SCALE 1:10 N32 CONCRETE N32 CONCRETE
N.T.S. N.T.S.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY ROADWORKS DETAILS
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PR03 B 1 of 1
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-R03.dwg - DATE : 25/5/18 - 5:11pm - XREF's: Council Ref:
The text continues on page 18.
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