stormwater drainage and water quality report
TRANSCRIPT
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd, Consulting Engineers | ABN 81 113 578 377 48 Chandos Street, St Leonards NSW 2065 | +612 9439 7288 | ttw.com.au
Stormwater
Drainage and
Water Quality
Report
IGLU Redfern Stage 2
IGLU Pty Ltd / 6th August 2018
181172
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd 2 © Taylor Thomson Whitting
Contents
1.0 Introduction 3
1.1 Scope of the report 3
1.2 The Site 3
2.0 Proposed Development 4
3.0 Stormwater Drainage and Disposal Systems 5
3.1 Stormwater drainage system 5
3.2 Stormwater disposal system 5
4.0 Stormwater Quality 5
5.0 Soil & Erosion Control Plan 6
6.0 Conclusions and Recommendations 6
Appendix A .................................................................................................................. 7
Appendix B .................................................................................................................. 8
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd 3 © Taylor Thomson Whitting
1.0 Introduction
Taylor Thomson Whitting Pty. Ltd. (TTW) was commissioned to provide civil engineering
advice and design to support the proposed development application for IGLU Redfern stage
2 Redevelopment. This report details the Stormwater drainage and water quality concept
design for development application (DA) stage only.
1.1 Scope of the report
The report has been prepared to describe and document TTW’s proposed civil engineering works for IGLU Redfern Stage 2. This report includes the technical considerations as following:
- Proposed stormwater management plan for buildings and external areas
- Stormwater quality control plan
- Sediment and erosion control plan
1.2 The Site
The site is surrounded by William Ln on the west side, Marian St on the south and Regent St on the east. Refer to Figure 1.0 for site location.
The site generally falls at a grade of 1:20 (4.9%) towards Marian St.
The existing site drains via a pit and pipe system which connects to an existing pit on Marian St.s
Figure 1: Site Location (source: Nearmap)
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd 4 © Taylor Thomson Whitting
2.0 Proposed Development
The proposed development involves demolishing of existing buildings to facilitate the construction of a 17-floor student accommodation. The extent of the development is shown in Figure 2.
Figure 2: Extent of the Development (date: 20/07/2018)
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd 5 © Taylor Thomson Whitting
3.0 Stormwater Drainage and Disposal Systems
The primary objective of the stormwater management design is to demonstrate the proposed stormwater system complies with council’s relevant requirements.
3.1 Stormwater drainage system
The site stormwater system for the development has been designed to capture concentrated flows from impermeable surfaces including floor open to the sky, roofing area, impermeable pavement. The proposed stormwater management system for the development includes:
- Pit and pipe drainage network to collect runoff from areas;
- Stormwater flows up to the 5% annual exceedance probability (AEP) event are
conveyed by a minor drainage system; and
- Stormwater flows above the 5% AEP event are conveyed by a major drainage system;
The size, grade and level of the pits, pipes, and overland flow paths have been designed to comply with council’s requirements.
The proposed stormwater inground drainage system is proposed to connect to existing Council’s in-ground infrastructure near the corner of William Lane and Marian St as shown in
The proposed design has been documented in our Stormwater and Siteworks Plan – refer Appendix A for details.
3.2 Stormwater disposal system
TTW has liaised with Sydney Water Corporation to confirm the On-site Detention (OSD)
system requirement for this development. Sydney Water have confirmed that an OSD system
is required with a minimum storage of 13cu.m and a permissible site discharge (PSD) of 30l/s.
A copy of the correspondence between TTW and Sydney Water is shown in Appendix B.
4.0 Stormwater Quality
Increases to impervious areas often results in the increase of gross pollutants, total suspended solids, and phosphorus and nitrogen nutrients. These pollutants are washed away into the stormwater network during rainfall events, transported from their site of origin into downstream waterways.
The water quality control design can provide positive impacts on a site. The proposed water quality control strategies will be arranged to manage rainfall runoff. The preliminary civil engineering design includes number of water quality control measures including:
- Rainwater tank re-use system for irrigation reuse
- Stormwater 360’s StormFilter treatment system incorporated within the OSD tank system to provide tertiary stormwater treatment. This water quality control measure uses media-filled cartridges to remove pollutants from stormwater runoff including total suspended solids, hydrocarbon, nutrients and other common pollutants.
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd 6 © Taylor Thomson Whitting
Notwithstanding the pollution reduction targets, the principles of the proposed water quality control approach are in accordance with the recommendations of the City of Sydney Council Guidelines.
5.0 Soil & Erosion Control Plan
Temporary strategies generally refer to the control of sediment erosion and water pollution
during the construction phase. The primary risks occur when soil is excavated and exposed
to the elements during construction works. It is at this stage that suspended solids and other
construction activity associated pollutants can be washed into the receiving stormwater
network and subsequently the downstream waterways.
The strategies that are implemented to prevent potential soil degradation and pollution of
waterways include the adequate provision of sedimentation and erosion control measures.
The temporary controls that are proposed in the concept plans by TTW will limit the displacement of sediment caused by runoff from disturbed areas, and are designed to remove sediment prior to discharging from site. Refer to Erosion and Sediment Control Plan in Appendix A for details.
6.0 Conclusions and Recommendations
To mitigate the impact of the development on the downstream environment we recommend the following:
� The OSD at the proposed site have a minimum volume of 13m3 to limit the flow to 30L/s for storms up to and including the 100 year ARI storm event. The OSD arrangement is as shown in the Stormwater and SiteWorks Plan C03 in Appendix A.
� Water quality control measures are to be provided to reduce or minimise the development’s adverse impact on the environment.
� Erosion and Sediment Control Plan shall be implemented consistent with our documentation C02 in Appendix A to minimise pollutants being washed into the receiving stormwater network/waterways.
Prepared by TAYLOR THOMSON WHITTING (NSW) PTY LTD
Nemesio Biason Associate
P:\2018\1811\181172\Reports\TTW\Civil\180806_Stormwater Drainage and Water Quality Report.docx
nemesio
Snapshot
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd Appendix A © Taylor Thomson Whitting
Appendix A
Preliminary Siteworks Concept Plan
RG
P1C01
A1
IGLU REDFERN STAGE 2,
80-88 REGENT STREET,
REDFERN, NSW 2016
181172
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: Aug 06, 2018 - 4:52pm
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
Civil Engineer
IGLU REDFERN STAGE 2
NOTES & LEGENDS SHEET
GENERAL NOTES
REFERENCE DRAWINGS
RevDwg Title Dwg No Date
SITEWORKS NOTES
SURVEY AND SERVICES INFORMATION
SURVEY
UNDERGROUND SERVICES - WARNING
BOUNDARY AND EASEMENT NOTE
CONCRETE FINISHING NOTES
SAFETY IN DESIGN
EXISTING SERVICES
EXISTING STRUCTURES
EXISTING TREES
GROUND CONDITIONS
HAZARDOUS MATERIALS
MANUAL HANDLING
WATER POLLUTION
SITE ACCESS/EGRESS
VEHICLE MOVEMENT
CONCRETE NOTES
EXPOSURE CLASSIFICATION :
CONCRETE
FORMWORK
REINFORCEMENT NOTES
KERBING NOTES
Vehicular Pavement Jointing
JOINTING NOTES
Pedestrian Footpath Jointing
SITEWORKS LEGEND
STORMWATER DRAINAGE NOTES
CIVIL DRAWING LIST
C01 NOTES & LEGENDS SHEET
C02 EROSION & SEDIMENT CONTROL PLAN & DETAILS
C03 STORMWATER & SITEWORKS PLAN
C04 DETAILS & SECTIONS SHEET
LOCALITY PLAN
SURVEY LEGEND
PIT SCHEDULE
Type Description Cover (Clear Opening) Number
Note:
C 0 4
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
1. Contractor must verify all dimensions and existing levels on site prior to commencement of works. Any discrepancies to be reported to the . 2. Strip all topsoil from the construction area. All stripped topsoil shall be disposed of off-site unless directed otherwise. 3. Make smooth connection with all existing works. 4. Compact subgrade under stairs and pavements to minimum 100% standard maximum dry density in accordance with AS 1289 5.1.1
AutoCAD SHX Text
1. These drawings have been based from, and to be read in conjunction with the following Consultants drawings. Any conflict to the drawings must be notified immediately to the Engineer.
AutoCAD SHX Text
Origin of levels : Datum of levels : Coordinate system : Survey prepared by : Setout Points :
AutoCAD SHX Text
Taylor Thomson Whitting does not guarantee that the survey information shown on these drawings is accurate and will accept no liability for any inaccuracies in the survey information provided to us from any cause whatsoever.
AutoCAD SHX Text
The locations of underground services shown on Taylor Thomson Whittings drawings have been plotted from diagrams provided by service authorities. This information has been prepared solely for the authorities own use and may not necessarily be updated or accurate.
AutoCAD SHX Text
The position of services as recorded by the authority at the time of installation may not reflect changes in the physical environment subsequent to installation.
AutoCAD SHX Text
Taylor Thomson Whitting does not guarantee that the services information shown on these drawings shows more than the presence or absence of services, and will accept no liability for inaccuracies in the services information shown from any cause whatsoever.
AutoCAD SHX Text
The contractor is to get approval from the relevant state survey department, to remove/adjust any survey mark. This includes but is not limited to; State Survey Marks (SSM), Permanent Marks (PM), cadastral reference marks or any other survey mark which is to be removed or adjusted in any way. Taylor Thomson Whitting plans do not indicate the presence of any survey mark. The contractor is to undertake their own search.
AutoCAD SHX Text
The Contractor must confirm the exact location and extent of services prior to construction and notify any conflict with the drawings immediately to the Engineer/Superintendent.
AutoCAD SHX Text
PM 53328
AutoCAD SHX Text
RL 28.866 A.H.D. AUSTRALIAN HEIGHT DATUM
AutoCAD SHX Text
MITCHELL
AutoCAD SHX Text
FL 28.45
AutoCAD SHX Text
MGA
AutoCAD SHX Text
The property boundary and easement locations shown on Taylor Thomson Whitting drawing's have been based from information received from : Taylor Thomson Whitting makes no guarantees that the boundary or easement information shown is correct. Taylor Thomson Whitting will accept no liabilities for boundary inaccuracies. The contractor/builder is advised to check/confirm all boundaries in relation to all proposed work prior to the commencement of construction. Boundary inaccuracies found are to be reported to the superintendent prior to construction starting.
AutoCAD SHX Text
MITCHELL LAND SURVEYORS
AutoCAD SHX Text
REF:1241AA DATE:14.SEPT.15
AutoCAD SHX Text
1. All exposed concrete pavements are to be wood float finished. 2. All edges of the concrete pavement including keyed and dowelled joints are to be finished with an edging tool. 3. Concrete pavements with grades greater than 10 % shall be heavily broomed finished. 4. Carborundum to be added to all stair treads and ramped crossings U.N.O.
AutoCAD SHX Text
Contractor to refer to Appendix B of the Civil Specification for the Civil Risk and Solutions Register.
AutoCAD SHX Text
Contractor to be aware existing services are located within the site. Location of all services to be verified by the Contractor prior to commencing works. Contractor to confirm with relevant authority regarding measures to be taken to ensure services are protected or procedures are in place to demolish and/or relocate.
AutoCAD SHX Text
Contractor to be aware existing structures may exist within the site. To prevent damage to existing structure(s) and/or personnel, site works to be carried out as far as practicably possible from existing structure(s).
AutoCAD SHX Text
Contractor to be aware existing trees exist within the site which need to be protected. To prevent damage to trees and/or personnel, site works to be carried out as far as practicably possible from existing trees. Advice needs to be sought from Arborist and/or Landscape Architect on measures required to protect trees.
AutoCAD SHX Text
Contractor to be aware of the site geotechnical conditions.
AutoCAD SHX Text
Existing asbestos products & contaminated material may be present on site. Contractor to ensure all hazardous materials are identified prior to commencing works. Safe working practises as per relevant authority to be adopted and appropriate PPE to be used when handling all hazardous materials.
AutoCAD SHX Text
Contractor to be aware manual handling may be required during construction. Contractor to take appropriate measures to ensure manual handling procedures and assessments are in place prior to commencing works.
AutoCAD SHX Text
Contractor to ensure appropriate measures are taken to prevent pollutants from construction works contaminating the surrounding environment.
AutoCAD SHX Text
Contractor to be aware site works occur in close proximity to footpaths and roadways. Contractor to erect appropriate barriers and signage to protect site personnel and public.
AutoCAD SHX Text
Place concrete of the following characteristic compressive strength f'c as defined in AS 1379.
AutoCAD SHX Text
AS 1379 f'c MPa at 28 days
AutoCAD SHX Text
Specified Slump
AutoCAD SHX Text
Nominal Agg. Size
AutoCAD SHX Text
Location
AutoCAD SHX Text
1.The design, certification, construction and performance of the The design, certification, construction and performance of the formwork, falsework and backpropping shall be the responsibility of the contractor. Proposed method of installation and removal of formwork is to be submitted to the superintendent for comment prior to work being carried out.
AutoCAD SHX Text
External :B2B2
AutoCAD SHX Text
1. Use Type 'GP' cement, unless otherwise specified. Use Type 'GP' cement, unless otherwise specified. 2. All concrete shall be subject to project assessment and testing to All concrete shall be subject to project assessment and testing to AS 1379. 3. Consolidate by mechanical vibration. Cure all concrete surfaces as Consolidate by mechanical vibration. Cure all concrete surfaces as directed in the Specification. 4. Unless shown on the drawings, the location of all construction joints Unless shown on the drawings, the location of all construction joints shall be submitted to Engineer for review. 5. No holes or chases shall be made in the slab without the approval No holes or chases shall be made in the slab without the approval of the Engineer. 6. Slurry used to lubricate concrete pump lines is not to be used in Slurry used to lubricate concrete pump lines is not to be used in any structural members.
AutoCAD SHX Text
Footpaths, Kerbs, StairsN208020N208020802020
AutoCAD SHX Text
FABRIC LAPS
AutoCAD SHX Text
25
AutoCAD SHX Text
Edge Thickenings - 30 top, 65 bottom, 65 sides
AutoCAD SHX Text
N. Hot rolled ribbed bar grade D500N grade D500N R. Plain round bar grade R250N grade R250N SL. Square mesh grade 500L grade 500L RL. Rectangular mesh grade 500Lgrade 500L
AutoCAD SHX Text
1. Fix reinforcement as shown on drawings. The type and grade Fix reinforcement as shown on drawings. The type and grade is indicated by a symbol as shown below. On the drawings this is followed by a numeral which indicates the size in millimetres of the reinforcement. 2. Provide bar supports or spacers to give the following concrete Provide bar supports or spacers to give the following concrete cover to all reinforcement unless otherwise noted on drawings. 3. Cover to reinforcement ends to be 50 mm u.n.o. Cover to reinforcement ends to be 50 mm u.n.o. 4. Provide N12-450 support bars to top reinforcement as Provide N12-450 support bars to top reinforcement as required, Lap 500 U.N.O. 5. All cogs to be standard cogs unless noted otherwise. All cogs to be standard cogs unless noted otherwise. 6. Fabric end and side laps are to be placed strictly in Fabric end and side laps are to be placed strictly in accordance with the manufacturers requirements to achieve a full tensile lap. Fabric shall be laid so that there is a maximum of 3 layers at any location. 7. Laps in reinforcement shall be made only where shown on the Laps in reinforcement shall be made only where shown on the drawings unless otherwise approved.
AutoCAD SHX Text
1.All basecourse material to comply with North Sydney council's All basecourse material to comply with North Sydney council's Infrastructure Specification and compacted to minimum 100% standard maximum dry density in accordance with AS 1289 5.1.1.
AutoCAD SHX Text
Includes all kerbs, gutters, dish drains, crossings and edges. 1. All kerbs, gutters, dish drains and crossings to be constructed on minimum 75mm granular basecourse compacted to minimum 98% modified maximum dry density in accordance with AS 1289 5.2.1. 2. Expansion joints (EJ) to be formed from 10mm compressible cork filler board for the full depth of the section and cut to profile. Expansion joints to be located at drainage pits, on tangent points of curves and elsewhere at 12m centres except for integral kerbs where the expansion joints are to match the joint locations in slabs. 3. Weakened plane joints to be min 3mm wide and located at 3m centres except for integral kerbs where weakened plane joints are to match the joint locations in slabs. 4. Broomed finished to all ramped and vehicular crossings, all other kerbing or dish drains to be steel float finished. 5. In the replacement of kerbs - Existing road pavement is to be sawcut 900mm from lip of gutter. Upon completion of new kerbs, new basecourse and surface is to be laid 900mm wide to match existing materials and thicknesses. Existing allotment drainage pipes are to be built into the new kerb with a 100mm dia hole. Existing kerbs are to be completely removed where new kerbs are shown.
AutoCAD SHX Text
F A C E O F K E R B
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
DEJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
DEJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
WPJ
AutoCAD SHX Text
EJ
AutoCAD SHX Text
EJ
AutoCAD SHX Text
F A C E O F K E R B
AutoCAD SHX Text
F A C E O F B U I L D I N G
AutoCAD SHX Text
EJ
AutoCAD SHX Text
1. All vehicular pavements to be jointed as shown on drawings. 2. Keyed construction joints should generally be located at a maximum of 6m centres. 3. Sawn joints should generally be located at a maximum of 6m centres or 1.5 x the spacing of keyed joints, where key joint spacing is less than 4m, with dowelled expansion joints at maximum of 30m centres. 4. Provide 10mm wide full depth expansion joints between buildings and all concrete or unit pavers. 5. The timing of the saw cut is to be confirmed by the contractor on site. Site conditions will determine how many hours after the concrete pour before the saw cuts are commenced. Refer to the specification for weather conditions and temperatures required. 6. Vehicular pavement jointing as follows.
AutoCAD SHX Text
1. Expansion joints are to be located where possible at tangent points of curves and elsewhere at max 6.0m centres. 2. Weakened plane joints are to be located at a max 1.5 x width of the pavement. 3. Where possible joints should be located to match kerbing and / or adjacent pavement joints. 4. All pedestrian footpath jointings as follows (uno).
AutoCAD SHX Text
WPJ
AutoCAD SHX Text
WPJ
AutoCAD SHX Text
WPJ
AutoCAD SHX Text
RW#
AutoCAD SHX Text
Blockwork retaining wall
AutoCAD SHX Text
Stormwater pit, flow direction
AutoCAD SHX Text
Invert level upstream
AutoCAD SHX Text
Pipe size and class
AutoCAD SHX Text
Pipe grade
AutoCAD SHX Text
Flow (Litres per second)
AutoCAD SHX Text
Invert level downstream
AutoCAD SHX Text
Grated drain
AutoCAD SHX Text
Keyed construction joint
AutoCAD SHX Text
Dowelled expansion joint
AutoCAD SHX Text
DEJ
AutoCAD SHX Text
KJ
AutoCAD SHX Text
FP
AutoCAD SHX Text
GD
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
EJ
AutoCAD SHX Text
WPJ
AutoCAD SHX Text
Weakened plane joint
AutoCAD SHX Text
K&T
AutoCAD SHX Text
Kerb and toe
AutoCAD SHX Text
Integral kerb with thickened
AutoCAD SHX Text
edge
AutoCAD SHX Text
Thickened edge
AutoCAD SHX Text
TE
AutoCAD SHX Text
IK+TE
AutoCAD SHX Text
Finished surface level
AutoCAD SHX Text
F22.20
AutoCAD SHX Text
Finished contour
AutoCAD SHX Text
Kerb and gutter
AutoCAD SHX Text
F22.00
AutoCAD SHX Text
K&G
AutoCAD SHX Text
Concrete encased stormwater line
AutoCAD SHX Text
IL10.00
AutoCAD SHX Text
600 %%C '2'
AutoCAD SHX Text
1.25%
AutoCAD SHX Text
Q=345 L/s
AutoCAD SHX Text
IL9.65
AutoCAD SHX Text
and line with
AutoCAD SHX Text
IR
AutoCAD SHX Text
Intermediate riser with subsoil drainage line (100 dia)
AutoCAD SHX Text
Flushing point with subsoil drainage line (100 dia)
AutoCAD SHX Text
SUPERINTENDENT
AutoCAD SHX Text
1 Stormwater Design Criteria : (A) Average exceedance probability - 1% AEP for roof drainage to first external pit 5% AEP for paved and landscaped areas (B) Rainfall intensities - Time of concentration: 5 minutes 1% AEP = mm/hr 5% AEP = mm/hr (C) Rainfall losses - Impervious areas: IL = 1.5 mm , CL = 0 mm/hr = 0 mm/hr = 0 mm/hr Pervious areas: IL = mm , CL = mm/hr = mm/hr = mm/hr 2. Pipes 300 dia and larger to be reinforced concrete Class " " approved spigot and socket with rubber ring joints U.N.O. 3. Pipes up to 300 dia shall be sewer grade uPVC with solvent welded joints. 4. Equivalent strength VCP or FRP pipes may be used subject to approval. 5. Precast pits may be used external to the building subject to approval by 6. Enlargers, connections and junctions to be manufactured fittings where pipes are less than 300 dia. 7. Where subsoil drains pass under floor slabs and vehicular pavements, unslotted uPVC sewer grade pipe is to be used. 8. Grates and covers shall conform with AS 3996-2006, and AS 1428.1 for access requirements. 9. Pipes are to be installed in accordance with AS 3725. All bedding to be type H2 U.N.O. 10. Care is to be taken with levels of stormwater lines. Grades shown are not to be reduced without approval. 11. All stormwater pipes to be 150 dia at 1.0% min fall U.N.O. 12. Subsoil drains to be slotted flexible uPVC U.N.O. 13. Adopt invert levels for pipe installation (grades shown are only nominal). 14. All stormwater pipes underneath slabs to be concrete encased as per ESFG guidelines. Refer C011 for detail (TYP). 15. All stormwater pipes underneath slabs to be hydrostatically pressure tested as per TTW specification. 16. Contractor to undertake CCTV of stormwater pipework.
AutoCAD SHX Text
250
AutoCAD SHX Text
193
AutoCAD SHX Text
2
AutoCAD SHX Text
19.8
AutoCAD SHX Text
1.08
AutoCAD SHX Text
NTS
AutoCAD SHX Text
19
AutoCAD SHX Text
+18.48
AutoCAD SHX Text
EASEMENT FOR _______( __m WIDE)
AutoCAD SHX Text
Surface level
AutoCAD SHX Text
Contour
AutoCAD SHX Text
Kerb line
AutoCAD SHX Text
Stormwater drainage line
AutoCAD SHX Text
Telecommunications line
AutoCAD SHX Text
Gas line
AutoCAD SHX Text
Easement
AutoCAD SHX Text
Water main
AutoCAD SHX Text
Sewer line
AutoCAD SHX Text
Fence
AutoCAD SHX Text
Tree to be retained
AutoCAD SHX Text
Boundary
AutoCAD SHX Text
Underground Electrical line
AutoCAD SHX Text
Aerial Electrical line
AutoCAD SHX Text
BATESSMART
AutoCAD SHX Text
GROUND FLOOR PLAN
AutoCAD SHX Text
A03.101
AutoCAD SHX Text
A
AutoCAD SHX Text
27.04.18
AutoCAD SHX Text
MITCHELL LAND SURVEYORS
AutoCAD SHX Text
DETAIL SURVEY
AutoCAD SHX Text
1241AA
AutoCAD SHX Text
00
AutoCAD SHX Text
14.09.15
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
Existing pit to remain
AutoCAD SHX Text
Kerb inlet pit 1800 lintel
AutoCAD SHX Text
450 x 900 Class D galvanised mild steel grate hinged to frame
AutoCAD SHX Text
600 x 900 Class D galvanised mild steel grate hinged to frame
AutoCAD SHX Text
Surface inlet pit
AutoCAD SHX Text
Grate size does not necessarily reflect pit size, refer pit Grate size does not necessarily reflect pit size, refer pit type details, shown on detail sheets - Final internal pit dimensions are to comply with AS3500
AutoCAD SHX Text
P1
AutoCAD SHX Text
ISSUE FOR APPROVAL
AutoCAD SHX Text
NB
AutoCAD SHX Text
RG
AutoCAD SHX Text
06.08.18
A1
IGLU REDFERN STAGE 2,
80-88 REGENT STREET,
REDFERN, NSW 2016
181172
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: Aug 06, 2018 - 4:52pm
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT NOTES ON DRAWING C01
Civil Engineer
DEMOLITION PHASE:
EROSION & SEDIMENT
CONTROL PLAN & DETAILS
SEDIMENTATION TRAP
SANDBAG KERB INLET SEDIMENT TRAP
TYPICAL SECTION THROUGH CATCH DRAIN
HAY BALE SEDIMENT FILTER
TEMPORARY CONSTRUCTION VEHICLE EXIT
Sequence Of Works
WATER QUALITY TESTING
REQUIREMENTS
EROSION AND SEDIMENT CONTROL
NOTES
Stock piles
EROSION AND SEDIMENT
CONTROL LEGEND
AI
P2C201
1:100
SILTATION FENCE DETAIL
AutoCAD SHX Text
REGENT
AutoCAD SHX Text
WILLIAM
AutoCAD SHX Text
LANE
AutoCAD SHX Text
MARIAN
AutoCAD SHX Text
STREET
AutoCAD SHX Text
DP 1192536
AutoCAD SHX Text
& SP 91142
AutoCAD SHX Text
DP 105824
AutoCAD SHX Text
E
AutoCAD SHX Text
DP 105824
AutoCAD SHX Text
D
AutoCAD SHX Text
DP 105824
AutoCAD SHX Text
C
AutoCAD SHX Text
DP 105824
AutoCAD SHX Text
B
AutoCAD SHX Text
DP 105824
AutoCAD SHX Text
A
AutoCAD SHX Text
DP 3954
AutoCAD SHX Text
SEC 1
AutoCAD SHX Text
6
AutoCAD SHX Text
Balcony
AutoCAD SHX Text
Metal Shed
AutoCAD SHX Text
Not Accessible
AutoCAD SHX Text
Concrete Path
AutoCAD SHX Text
Metal Steps
AutoCAD SHX Text
Concrete Path
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Rendered Wall
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Corrugated Metal Fence
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
Parking
AutoCAD SHX Text
Gate
AutoCAD SHX Text
Colourbond Fence
AutoCAD SHX Text
Metal Bike Stands
AutoCAD SHX Text
Seat
AutoCAD SHX Text
SCC Pit
AutoCAD SHX Text
(Conc Lid)
AutoCAD SHX Text
Metal Roller Door
AutoCAD SHX Text
Concrete Courtyard
AutoCAD SHX Text
Not Accessible
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
"REDFERN CELLARS"
AutoCAD SHX Text
No. 78
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
No. 80
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
"APPETITE CAFE"
AutoCAD SHX Text
No. 82
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
No. 84
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
No. 86
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
"RETRO ON REGENT"
AutoCAD SHX Text
No. 88
AutoCAD SHX Text
Conc Stairs
AutoCAD SHX Text
& Landing
AutoCAD SHX Text
Metal Awning Over
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Grate
AutoCAD SHX Text
Grate
AutoCAD SHX Text
Conc Dish Drain
AutoCAD SHX Text
Awning
AutoCAD SHX Text
Over
AutoCAD SHX Text
Concrete Path
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
Courtyard
AutoCAD SHX Text
Metal Roller Door
AutoCAD SHX Text
Rend Wall
AutoCAD SHX Text
Conc Ver
AutoCAD SHX Text
Single
AutoCAD SHX Text
Storey
AutoCAD SHX Text
Brick
AutoCAD SHX Text
Approx
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
Courtyard
AutoCAD SHX Text
Two Story
AutoCAD SHX Text
Brick Extension
AutoCAD SHX Text
Bk
AutoCAD SHX Text
WC
AutoCAD SHX Text
Bk
AutoCAD SHX Text
WC
AutoCAD SHX Text
19 STOREY
AutoCAD SHX Text
MIXED USE BUILDING
AutoCAD SHX Text
WITH BASEMENT
AutoCAD SHX Text
PARKING UNDER
AutoCAD SHX Text
No. 7-9
AutoCAD SHX Text
Balcony
AutoCAD SHX Text
& SP 90029
AutoCAD SHX Text
Metal Fence / Gate
AutoCAD SHX Text
7.965
AutoCAD SHX Text
277°26'35"
AutoCAD SHX Text
23.85
AutoCAD SHX Text
278°30'35"
AutoCAD SHX Text
18.135
AutoCAD SHX Text
278°24'35"
AutoCAD SHX Text
13.625
AutoCAD SHX Text
278°24'35"
AutoCAD SHX Text
8.025
AutoCAD SHX Text
277°56'35"
AutoCAD SHX Text
23.71
AutoCAD SHX Text
278°39'35"
AutoCAD SHX Text
8.46
AutoCAD SHX Text
277°19'35"
AutoCAD SHX Text
23.26
AutoCAD SHX Text
278°49'35"
AutoCAD SHX Text
98°28'35"
AutoCAD SHX Text
13.61
AutoCAD SHX Text
98°20'35"
AutoCAD SHX Text
18.21
AutoCAD SHX Text
5.425
AutoCAD SHX Text
35"
AutoCAD SHX Text
5.18
AutoCAD SHX Text
46'
AutoCAD SHX Text
5.18
AutoCAD SHX Text
5.205
AutoCAD SHX Text
21°
AutoCAD SHX Text
5.615
AutoCAD SHX Text
278°19'35"
AutoCAD SHX Text
31.705
AutoCAD SHX Text
202°
AutoCAD SHX Text
5.565
AutoCAD SHX Text
5.19
AutoCAD SHX Text
02'
AutoCAD SHX Text
5.22
AutoCAD SHX Text
35"
AutoCAD SHX Text
5.285
AutoCAD SHX Text
5.34
AutoCAD SHX Text
174.9m²
AutoCAD SHX Text
159.1m²
AutoCAD SHX Text
159.3m²
AutoCAD SHX Text
163.4m²
AutoCAD SHX Text
165.0m²
AutoCAD SHX Text
821.7m²
AutoCAD SHX Text
%%ULots A-E Inclusive
AutoCAD SHX Text
%%UTotal Site
AutoCAD SHX Text
6248280 N
AutoCAD SHX Text
333520 E
AutoCAD SHX Text
D15
AutoCAD SHX Text
D16
AutoCAD SHX Text
W44
AutoCAD SHX Text
W45
AutoCAD SHX Text
W46
AutoCAD SHX Text
W47
AutoCAD SHX Text
Centre 0.23m Wide Brick Party Wall
AutoCAD SHX Text
Centre 0.23m Wide Brick Party Wall
AutoCAD SHX Text
Centre 0.23m Wide Brick Party Wall
AutoCAD SHX Text
Centre 0.23m Wide Brick Party Wall
AutoCAD SHX Text
Centre 0.115m Wide Brick Party Wall
AutoCAD SHX Text
Centre 0.115m Wide Brick Party Wall
AutoCAD SHX Text
Centre 0.115m Wide Brick Party Wall
AutoCAD SHX Text
25.91
AutoCAD SHX Text
HYD
AutoCAD SHX Text
25.77
AutoCAD SHX Text
SMH
AutoCAD SHX Text
25.62
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
27.65TK
AutoCAD SHX Text
27.16TK
AutoCAD SHX Text
26.83TK
AutoCAD SHX Text
26.39TK
AutoCAD SHX Text
26.11TK
AutoCAD SHX Text
26.08TK
AutoCAD SHX Text
26.07TK
AutoCAD SHX Text
26.05TK
AutoCAD SHX Text
25.91TK
AutoCAD SHX Text
25.76TK
AutoCAD SHX Text
26.18
AutoCAD SHX Text
26.53
AutoCAD SHX Text
35.25TipG
AutoCAD SHX Text
33.90TipG
AutoCAD SHX Text
27.44
AutoCAD SHX Text
27.39
AutoCAD SHX Text
27.69TK
AutoCAD SHX Text
27.95TK
AutoCAD SHX Text
28.02
AutoCAD SHX Text
Stop Valve
AutoCAD SHX Text
28.19TK
AutoCAD SHX Text
28.45TK
AutoCAD SHX Text
28.90TK
AutoCAD SHX Text
29.11TK
AutoCAD SHX Text
28.90
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
27.73
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
27.49
AutoCAD SHX Text
Elect Pit
AutoCAD SHX Text
27.29
AutoCAD SHX Text
27.38
AutoCAD SHX Text
25.92
AutoCAD SHX Text
25.91
AutoCAD SHX Text
HYD
AutoCAD SHX Text
26.50TK
AutoCAD SHX Text
Gas
AutoCAD SHX Text
Marker
AutoCAD SHX Text
31.50
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
Power & Light Pole
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Power Pole
AutoCAD SHX Text
27.41TK
AutoCAD SHX Text
27.36TK
AutoCAD SHX Text
27.28TK
AutoCAD SHX Text
27.18TK
AutoCAD SHX Text
26.83TK
AutoCAD SHX Text
26.08TK
AutoCAD SHX Text
25.94TK
AutoCAD SHX Text
25.89TK
AutoCAD SHX Text
26.02
AutoCAD SHX Text
26.16
AutoCAD SHX Text
26.13
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
26.58
AutoCAD SHX Text
26.98
AutoCAD SHX Text
27.34
AutoCAD SHX Text
27.40
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
27.18
AutoCAD SHX Text
27.37
AutoCAD SHX Text
27.02
AutoCAD SHX Text
Stop Valve
AutoCAD SHX Text
28.14
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
28.36
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
28.36
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
28.60
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
29.07
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
29.10
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
29.10
AutoCAD SHX Text
29.06
AutoCAD SHX Text
28.78TK
AutoCAD SHX Text
27.36
AutoCAD SHX Text
SMH
AutoCAD SHX Text
33.78TipG
AutoCAD SHX Text
30.73TipG
AutoCAD SHX Text
30.75TipG
AutoCAD SHX Text
35.26TipG
AutoCAD SHX Text
31.40PAR
AutoCAD SHX Text
36.18PAR
AutoCAD SHX Text
36.70PAR
AutoCAD SHX Text
33.84RI
AutoCAD SHX Text
34.59RI
AutoCAD SHX Text
36.73
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
38.23
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
37.78
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
29.23TipG
AutoCAD SHX Text
29.23TipG
AutoCAD SHX Text
26.50
AutoCAD SHX Text
26.53
AutoCAD SHX Text
26.53
AutoCAD SHX Text
34.41TipG
AutoCAD SHX Text
35.22RI
AutoCAD SHX Text
27.24FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
26.64FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
26.56
AutoCAD SHX Text
26.55
AutoCAD SHX Text
26.66
AutoCAD SHX Text
26.32
AutoCAD SHX Text
26.32
AutoCAD SHX Text
26.10
AutoCAD SHX Text
27.65FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
35.03TipG
AutoCAD SHX Text
34.64RI
AutoCAD SHX Text
34.63RI
AutoCAD SHX Text
35.02RI
AutoCAD SHX Text
35.47RI
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
25.72TK
AutoCAD SHX Text
25.73TK
AutoCAD SHX Text
25.61
AutoCAD SHX Text
25.61
AutoCAD SHX Text
25.63
AutoCAD SHX Text
25.72
AutoCAD SHX Text
25.72TK
AutoCAD SHX Text
26.60TK
AutoCAD SHX Text
27.57TK
AutoCAD SHX Text
27.20TK
AutoCAD SHX Text
27.19TK
AutoCAD SHX Text
26.98TK
AutoCAD SHX Text
26.80TK
AutoCAD SHX Text
26.63TK
AutoCAD SHX Text
26.38TK
AutoCAD SHX Text
26.20TK
AutoCAD SHX Text
25.91TK
AutoCAD SHX Text
25.90TK
AutoCAD SHX Text
29.16FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
29.12FFL
AutoCAD SHX Text
Power & Light Pole
AutoCAD SHX Text
28.88FFL
AutoCAD SHX Text
Timber
AutoCAD SHX Text
28.90FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
28.63FFL
AutoCAD SHX Text
Timber
AutoCAD SHX Text
28.58FFL
AutoCAD SHX Text
Timber
AutoCAD SHX Text
28.33FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.96FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.67FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.64FFL
AutoCAD SHX Text
Timber
AutoCAD SHX Text
27.66FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
28.21FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.98FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
30.78
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
30.70
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
27.45
AutoCAD SHX Text
27.43
AutoCAD SHX Text
27.46
AutoCAD SHX Text
27.98
AutoCAD SHX Text
27.26
AutoCAD SHX Text
27.26
AutoCAD SHX Text
26.97
AutoCAD SHX Text
26.75
AutoCAD SHX Text
34.47TipG
AutoCAD SHX Text
34.50TipG
AutoCAD SHX Text
36.00TipG
AutoCAD SHX Text
28.62FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
28.44
AutoCAD SHX Text
27.46
AutoCAD SHX Text
UPIT
AutoCAD SHX Text
Tap
AutoCAD SHX Text
34.86TipG
AutoCAD SHX Text
28.04
AutoCAD SHX Text
27.58
AutoCAD SHX Text
27.19
AutoCAD SHX Text
27.03
AutoCAD SHX Text
27.04
AutoCAD SHX Text
26.96
AutoCAD SHX Text
28.24FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.85
AutoCAD SHX Text
UPIT
AutoCAD SHX Text
Tap
AutoCAD SHX Text
29.40
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
29.41
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
31.47FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
30.74
AutoCAD SHX Text
Sew. Vent
AutoCAD SHX Text
27.02
AutoCAD SHX Text
Sew. Inspect Pit
AutoCAD SHX Text
26.99
AutoCAD SHX Text
26.55
AutoCAD SHX Text
41.91PAR
AutoCAD SHX Text
41.89PAR
AutoCAD SHX Text
35.66RI
AutoCAD SHX Text
37.93
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
38.50
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
36.39TipG
AutoCAD SHX Text
36.23RI
AutoCAD SHX Text
35.25TipG
AutoCAD SHX Text
28.37
AutoCAD SHX Text
28.61
AutoCAD SHX Text
27.68
AutoCAD SHX Text
27.35
AutoCAD SHX Text
27.22
AutoCAD SHX Text
28.61FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.73FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
26.95
AutoCAD SHX Text
28.00FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
27.34FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
27.66FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.45FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
34.49PAR
AutoCAD SHX Text
25.81FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
41.49PAR
AutoCAD SHX Text
31.53
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
32.20
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
37.68PAR
AutoCAD SHX Text
37.71PAR
AutoCAD SHX Text
38.34PAR
AutoCAD SHX Text
38.33PAR
AutoCAD SHX Text
38.31PAR
AutoCAD SHX Text
38.87PAR
AutoCAD SHX Text
38.80PAR
AutoCAD SHX Text
38.80PAR
AutoCAD SHX Text
39.68PAR
AutoCAD SHX Text
37.60PAR
AutoCAD SHX Text
92.15PAR
AutoCAD SHX Text
91.82PAR
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333565.79E
AutoCAD SHX Text
6248267.526N
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333555.81E
AutoCAD SHX Text
6248242.876N
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333524.44E
AutoCAD SHX Text
6248247.467N
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333534.31E
AutoCAD SHX Text
6248272.175N
AutoCAD SHX Text
W I L L I A M L A N E
AutoCAD SHX Text
M A R I O N S T R E E T
AutoCAD SHX Text
R E G E N T S T R E E T
AutoCAD SHX Text
PROVIDE CATCH DRAIN (TYP). REFER TO DETAILS ON THIS DRAWING
AutoCAD SHX Text
PROVIDE SILT FENCE (TYP). REFER TO DETAILS ON THIS DRAWING
AutoCAD SHX Text
PROVIDE SAND KERB INLET SEDIMENT TRAP (TYP). REFER TO DETAILS ON THIS DRAWING
AutoCAD SHX Text
PROVIDE HAY BALE SEDIMENT FILTER (TYP). REFER TO DETAILS ON THIS DRAWING
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
STRAW BALES
AutoCAD SHX Text
OUTLET PIPE TO SYSTEM
AutoCAD SHX Text
SANDBAG MOUND OR GRADED ROCK
AutoCAD SHX Text
OVERFLOW WEIR LEVEL 500 WIDE
AutoCAD SHX Text
GEOFABRIC FILTER MATERIAL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
RUN OFF
AutoCAD SHX Text
ENSURE SANDBAGS SURROUND ENTIRE KERB INLET
AutoCAD SHX Text
NTS
AutoCAD SHX Text
EXISTING SURFACE LEVEL
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
20
AutoCAD SHX Text
DIRECTION OF FLOW
AutoCAD SHX Text
UNDISTURBED AREA
AutoCAD SHX Text
DISTURBED AREA
AutoCAD SHX Text
100
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NOTE: STAKE TO BE EITHER TAR COATED STAKE TO BE EITHER TAR COATED STAR OR 50 x 50 HARDWOOD
AutoCAD SHX Text
ANGLE FIRST STAKE TOWARDS PREVIOUSLY LAID STRAW BALE
AutoCAD SHX Text
STAKES DRIVEN 600 INTO THE GROUND
AutoCAD SHX Text
TIMBER SLEEPER OR METAL GRID 100mm HIGH AND SPACED AT 300mm CTS
AutoCAD SHX Text
CONSTRUCTION SITE
AutoCAD SHX Text
BERM 300 HIGH MIN
AutoCAD SHX Text
RUNOFF FROM PAD DIRECTED TO SEDIMENT TRAP
AutoCAD SHX Text
50-75mm GRAVEL BED MIN 200mm THICK
AutoCAD SHX Text
EXISTING ROADWAY
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
PROVIDE WASH WATER FOR TRUCKS EXITING SITE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1. All work shall be generally carried out in accordance with (A) Local authority requirements, (B) EPA - Pollution control manual for urban stormwater, (C) LANDCOM NSW - Managing Urban Stormwater: Soils and Construction ("Blue Book"). Construction ("Blue Book"). 2. Erosion and sediment control drawing and notes are provided for the whole of the works. Should the Contractor stage these works then the design may be required to be modified. Variation to these details may require approval by the relevant authorities. The erosion and sediment control plan shall be implemented and adopted to meet the varying situations as work on site progresses. 3. Maintain all erosion and sediment control devices to the satisfaction of the superintendent and the local authority. 4. When stormwater pits are constructed prevent site runoff entering the pits unless silt fences are erected around pits. 5. Minimise the area of site being disturbed at any one time. 6. Protect all stockpiles of materials from scour and erosion. Do not stockpile loose material in roadways, near drainage pits or in watercourses. 7. All soil and water control measures are to be put back in place at the end of each working day, and modified to best suit site conditions. 8. Control water from upstream of the site such that it does not enter the disturbed site. 9. All construction vehicles shall enter and exit the site via the temporary construction entry/exit. 10. All vehicles leaving the site shall be cleaned and inspected before leaving. 11. Maintain all stormwater pipes and pits clear of debris and sediment. Inspect stormwater system and clean out after each storm event. 12. Clean out all erosion and sediment control devices after each storm event.
AutoCAD SHX Text
1. Prior to commencement of excavation the following soil management devices must be installed. 1.1. Construct temporary construction entry/exit and divert runoff to suitable control systems. 1.2. Construct measures to divert upstream flows into existing stormwater system. 1.3. Construct sedimentation traps/basin including outlet control and overflow. 1.4. Construct turf lined swales. 1.5. Provide sandbag sediment traps upstream of existing pits. 2. Construct geotextile filter pit surround around all proposed pits as they are constructed. 3. On completion of pavement provide sand bag kerb inlet sediment traps around pits. 4. Provide and maintain a strip of turf on both sides of all roads after the construction of kerbs Stock piles are to be set up with approved sediment control devices on the lower slope. Stoke piles are reserve of materials stored on site for later use in construction or landscaping. This includes timber, mulch, top soil, gravel, sand etc. Building waste is also to be protected in a separate area if possible.
AutoCAD SHX Text
Prior to discharge of site stormwater, groundwater and seepage water into council's stormwater system, contractors must undertake water quality tests in conjunction with a suitably qualified environment consultant outlining the following: - Compliance with the criteria of the Australian and New Zealand Compliance with the criteria of the Australian and New Zealand Guidelines for Fresh and Marine Water Quality (2000) - If required subject to the environmental consultants advice, If required subject to the environmental consultants advice, provide remedial measures to improve the quality of water that is to be discharged into Councils storm water drainage system.This should include comments from a suitably qualified environmental consultant confirming the suitability of these remedial measures to manage the water discharged from the site into Councils storm water drainage system. Outlining the proposed, ongoing monitoring, contingency plans and validation program that will be in place to continually monitor the quality of water discharged from this site. This should outline the frequency of water quality testing that will be undertaken by a suitably qualified environmental consultant.
AutoCAD SHX Text
Stormwater pit with
AutoCAD SHX Text
Geotextile filter surround
AutoCAD SHX Text
Sandbag sediment trap
AutoCAD SHX Text
Catch drain
AutoCAD SHX Text
Silt fence
AutoCAD SHX Text
<
AutoCAD SHX Text
<
AutoCAD SHX Text
Temporary construction entry/exit
AutoCAD SHX Text
Hay bale sediment filter
AutoCAD SHX Text
PROPOSED BULK EARTHWORKS LINE
AutoCAD SHX Text
GEOTEXTILE FABRIC SECURELY FIXED TO FENCE
AutoCAD SHX Text
3 x 2.5 WIRES AT 150 CENTRES
AutoCAD SHX Text
EMBED GEOTEXTILE FABRIC 200 MIN INTO GROUND
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
20
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
NOTE ENDS OF SILTATION FENCE TO RETURNED UP SLOPE TO PREVENT RUNOFF
AutoCAD SHX Text
STAR PICKET
AutoCAD SHX Text
P1
AutoCAD SHX Text
ISSUE FOR COMMENTS
AutoCAD SHX Text
NB
AutoCAD SHX Text
AI
AutoCAD SHX Text
24.07.18
AutoCAD SHX Text
P2
AutoCAD SHX Text
ISSUE FOR APPROVAL
AutoCAD SHX Text
NB
AutoCAD SHX Text
RG
AutoCAD SHX Text
06.08.18
³
A1
IGLU REDFERN STAGE 2,
80-88 REGENT STREET,
REDFERN, NSW 2016
181172
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: Aug 06, 2018 - 4:52pm
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT NOTES ON DRAWING C01
Civil Engineer
STORMWATER & SITEWORKS
PLAN
ROOF-WATER/INTERNAL DRAINAGE
BY HYDRAULICS ENGINEER
RG
P1C03
AutoCAD SHX Text
DP 1192536
AutoCAD SHX Text
& SP 91142
AutoCAD SHX Text
DP 3954
AutoCAD SHX Text
SEC 1
AutoCAD SHX Text
6
AutoCAD SHX Text
Balcony
AutoCAD SHX Text
Concrete Path
AutoCAD SHX Text
Brick Wall
AutoCAD SHX Text
Colourbond Fence
AutoCAD SHX Text
Colourbond Fence
AutoCAD SHX Text
Gate
AutoCAD SHX Text
Colourbond Fence
AutoCAD SHX Text
Metal Bike Stands
AutoCAD SHX Text
Seat
AutoCAD SHX Text
SCC Pit
AutoCAD SHX Text
(Conc Lid)
AutoCAD SHX Text
Metal Roller Door
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK SHOP
AutoCAD SHX Text
"REDFERN CELLARS"
AutoCAD SHX Text
No. 78
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Bitumen Path
AutoCAD SHX Text
Grate
AutoCAD SHX Text
Grate
AutoCAD SHX Text
Conc Dish Drain
AutoCAD SHX Text
Metal Roller Door
AutoCAD SHX Text
Rend Wall
AutoCAD SHX Text
Two Story
AutoCAD SHX Text
Brick Extension
AutoCAD SHX Text
19 STOREY
AutoCAD SHX Text
MIXED USE BUILDING
AutoCAD SHX Text
WITH BASEMENT
AutoCAD SHX Text
PARKING UNDER
AutoCAD SHX Text
No. 7-9
AutoCAD SHX Text
Balcony
AutoCAD SHX Text
& SP 90029
AutoCAD SHX Text
98°28'35"
AutoCAD SHX Text
98°20'35"
AutoCAD SHX Text
5.425
AutoCAD SHX Text
35"
AutoCAD SHX Text
5.18
AutoCAD SHX Text
46'
AutoCAD SHX Text
5.18
AutoCAD SHX Text
5.205
AutoCAD SHX Text
21°
AutoCAD SHX Text
5.615
AutoCAD SHX Text
278°19'35"
AutoCAD SHX Text
31.705
AutoCAD SHX Text
202°
AutoCAD SHX Text
5.565
AutoCAD SHX Text
5.19
AutoCAD SHX Text
02'
AutoCAD SHX Text
5.22
AutoCAD SHX Text
35"
AutoCAD SHX Text
5.285
AutoCAD SHX Text
5.34
AutoCAD SHX Text
6248280 N
AutoCAD SHX Text
333520 E
AutoCAD SHX Text
6248230 N
AutoCAD SHX Text
333560 E
AutoCAD SHX Text
W1
AutoCAD SHX Text
W2
AutoCAD SHX Text
W3
AutoCAD SHX Text
W4
AutoCAD SHX Text
W5
AutoCAD SHX Text
W6
AutoCAD SHX Text
W7
AutoCAD SHX Text
W8
AutoCAD SHX Text
D1
AutoCAD SHX Text
D15
AutoCAD SHX Text
D16
AutoCAD SHX Text
W44
AutoCAD SHX Text
W45
AutoCAD SHX Text
W46
AutoCAD SHX Text
W47
AutoCAD SHX Text
25.91
AutoCAD SHX Text
HYD
AutoCAD SHX Text
25.77
AutoCAD SHX Text
SMH
AutoCAD SHX Text
25.62
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
25.68TK
AutoCAD SHX Text
25.65TK
AutoCAD SHX Text
25.59TK
AutoCAD SHX Text
25.53TK
AutoCAD SHX Text
25.76TK
AutoCAD SHX Text
25.72TK
AutoCAD SHX Text
27.65TK
AutoCAD SHX Text
27.16TK
AutoCAD SHX Text
26.83TK
AutoCAD SHX Text
26.39TK
AutoCAD SHX Text
26.11TK
AutoCAD SHX Text
26.08TK
AutoCAD SHX Text
26.07TK
AutoCAD SHX Text
26.05TK
AutoCAD SHX Text
25.91TK
AutoCAD SHX Text
25.76TK
AutoCAD SHX Text
32.94PAR
AutoCAD SHX Text
26.53
AutoCAD SHX Text
27.44
AutoCAD SHX Text
27.39
AutoCAD SHX Text
27.69TK
AutoCAD SHX Text
27.95TK
AutoCAD SHX Text
28.02
AutoCAD SHX Text
Stop Valve
AutoCAD SHX Text
28.19TK
AutoCAD SHX Text
28.45TK
AutoCAD SHX Text
28.90TK
AutoCAD SHX Text
29.11TK
AutoCAD SHX Text
28.90
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
27.73
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
27.49
AutoCAD SHX Text
Elect Pit
AutoCAD SHX Text
27.29
AutoCAD SHX Text
27.38
AutoCAD SHX Text
25.92
AutoCAD SHX Text
25.91
AutoCAD SHX Text
HYD
AutoCAD SHX Text
26.50TK
AutoCAD SHX Text
Gas
AutoCAD SHX Text
Marker
AutoCAD SHX Text
26.29
AutoCAD SHX Text
26.09
AutoCAD SHX Text
25.96
AutoCAD SHX Text
25.86TK
AutoCAD SHX Text
26.06TK
AutoCAD SHX Text
26.46TK
AutoCAD SHX Text
26.92TK
AutoCAD SHX Text
27.03TK
AutoCAD SHX Text
27.02TK
AutoCAD SHX Text
31.50
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
Power & Light Pole
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Power Pole
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
26.98
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
26.66
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
Gas
AutoCAD SHX Text
Marker
AutoCAD SHX Text
26.86
AutoCAD SHX Text
27.41TK
AutoCAD SHX Text
27.36TK
AutoCAD SHX Text
27.28TK
AutoCAD SHX Text
27.18TK
AutoCAD SHX Text
26.83TK
AutoCAD SHX Text
26.08TK
AutoCAD SHX Text
25.94TK
AutoCAD SHX Text
25.89TK
AutoCAD SHX Text
26.02
AutoCAD SHX Text
26.16
AutoCAD SHX Text
26.13
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
26.58
AutoCAD SHX Text
26.98
AutoCAD SHX Text
27.34
AutoCAD SHX Text
27.40
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
27.18
AutoCAD SHX Text
27.37
AutoCAD SHX Text
27.02
AutoCAD SHX Text
Stop Valve
AutoCAD SHX Text
28.14
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
28.36
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
28.36
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
28.60
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
29.07
AutoCAD SHX Text
Telstra Pit
AutoCAD SHX Text
29.10
AutoCAD SHX Text
Gas Valve
AutoCAD SHX Text
29.10
AutoCAD SHX Text
29.06
AutoCAD SHX Text
28.78TK
AutoCAD SHX Text
27.36
AutoCAD SHX Text
SMH
AutoCAD SHX Text
28.55RI
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Power & Light Pole
AutoCAD SHX Text
33.78TipG
AutoCAD SHX Text
30.73TipG
AutoCAD SHX Text
31.40PAR
AutoCAD SHX Text
36.18PAR
AutoCAD SHX Text
37.78
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
26.55
AutoCAD SHX Text
26.99FFL
AutoCAD SHX Text
35.41PAR
AutoCAD SHX Text
35.39PAR
AutoCAD SHX Text
36.51
AutoCAD SHX Text
34.64RI
AutoCAD SHX Text
34.63RI
AutoCAD SHX Text
35.47RI
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
Sign
AutoCAD SHX Text
25.72TK
AutoCAD SHX Text
25.73TK
AutoCAD SHX Text
25.61
AutoCAD SHX Text
25.61
AutoCAD SHX Text
25.63
AutoCAD SHX Text
25.72
AutoCAD SHX Text
25.72TK
AutoCAD SHX Text
26.60TK
AutoCAD SHX Text
27.57TK
AutoCAD SHX Text
27.20TK
AutoCAD SHX Text
27.19TK
AutoCAD SHX Text
26.98TK
AutoCAD SHX Text
26.80TK
AutoCAD SHX Text
26.63TK
AutoCAD SHX Text
26.38TK
AutoCAD SHX Text
26.20TK
AutoCAD SHX Text
25.91TK
AutoCAD SHX Text
25.90TK
AutoCAD SHX Text
25.73TK
AutoCAD SHX Text
25.71TK
AutoCAD SHX Text
29.16FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
29.12FFL
AutoCAD SHX Text
Power & Light Pole
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
28.33FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
29.40
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
41.91PAR
AutoCAD SHX Text
41.89PAR
AutoCAD SHX Text
38.50
AutoCAD SHX Text
Chimney
AutoCAD SHX Text
36.23RI
AutoCAD SHX Text
27.22
AutoCAD SHX Text
26.95
AutoCAD SHX Text
28.00FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
27.34FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
27.66FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
27.45FFL
AutoCAD SHX Text
Threshold
AutoCAD SHX Text
34.49PAR
AutoCAD SHX Text
25.81FFL
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
41.49PAR
AutoCAD SHX Text
35.66PAR
AutoCAD SHX Text
31.53
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
32.20
AutoCAD SHX Text
Top Awn
AutoCAD SHX Text
37.68PAR
AutoCAD SHX Text
38.34PAR
AutoCAD SHX Text
38.87PAR
AutoCAD SHX Text
38.80PAR
AutoCAD SHX Text
38.80PAR
AutoCAD SHX Text
39.68PAR
AutoCAD SHX Text
37.60PAR
AutoCAD SHX Text
92.15PAR
AutoCAD SHX Text
91.82PAR
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333565.79E
AutoCAD SHX Text
6248267.526N
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333555.81E
AutoCAD SHX Text
6248242.876N
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333524.44E
AutoCAD SHX Text
6248247.467N
AutoCAD SHX Text
BDY CNR
AutoCAD SHX Text
333534.31E
AutoCAD SHX Text
6248272.175N
AutoCAD SHX Text
FFL 26.50
AutoCAD SHX Text
FFL 26.80
AutoCAD SHX Text
FFL 27.10
AutoCAD SHX Text
FFL 27.26
AutoCAD SHX Text
FFL 27.90
AutoCAD SHX Text
FFL 28.45
AutoCAD SHX Text
FFL 28.20
AutoCAD SHX Text
FFL 27.95
AutoCAD SHX Text
FFL 27.90
AutoCAD SHX Text
FFL 27.30
AutoCAD SHX Text
OSD TANK 6.7(L)X3.0(W) VOLUME=20m³
AutoCAD SHX Text
RAINWATER TANK BY HYDRAULICS ENGINEER
AutoCAD SHX Text
OVERFLOW FROM RAINWATER TANK TO OSD TANK SYSTEM
AutoCAD SHX Text
DA OUTLINE
AutoCAD SHX Text
COUNCIL EXISTING PIT
AutoCAD SHX Text
EXISTING COUNCIL INGROUND PIPE SYSTEM
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
IL25.30 225 '2'1.0% IL25.23
AutoCAD SHX Text
IL25.20 225 '2'1.0% IL25.08
AutoCAD SHX Text
IL25.05 375 '2'1.0% IL25.00
AutoCAD SHX Text
IL 25.20
AutoCAD SHX Text
IL 24.71
AutoCAD SHX Text
W I L L I A M L A N E
AutoCAD SHX Text
M A R I O N S T R E E T
AutoCAD SHX Text
R E G E N T S T R E E T
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
P1
AutoCAD SHX Text
ISSUE FOR APPROVAL
AutoCAD SHX Text
NB
AutoCAD SHX Text
RG
AutoCAD SHX Text
06.08.18
A1
IGLU REDFERN STAGE 2,
80-88 REGENT STREET,
REDFERN, NSW 2016
181172
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: Aug 06, 2018 - 4:53pm
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT NOTES ON DRAWING C01
Civil Engineer
DETAILS & SECTIONS SHEET
RG
P1C04
PIT TYPE BPIT TYPE A
DETAIL D
PIT ACCESS STEP DETAIL
ORIFICE PLATE DETAIL
TRASH SCREEN DETAIL
AutoCAD SHX Text
RL 27.10
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
ORIFICE PLATE DETAIL FOR PLATE SIZES AND DIMENSIONS TO BE DESIGN IN THE FUTURE
AutoCAD SHX Text
REFER TO TRASH SCREEN DETAIL FOR DIMENSIONS AND TYPE
AutoCAD SHX Text
2% FALL
AutoCAD SHX Text
1% FALL
AutoCAD SHX Text
COLUMN BEYOND (TYP.) REINFORCEMENT FOR COLUMNS SHOWN
AutoCAD SHX Text
IL 25.30
AutoCAD SHX Text
RL 27.10
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
30 FALL UNO
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
N12-300 BOTH WAYS OR SL82 FABRIC (40 COVER TO INSIDE FACE)
AutoCAD SHX Text
PIT IN CONCRETE PAVEMENT REFER DETAIL D
AutoCAD SHX Text
GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
AutoCAD SHX Text
100 DIA x 3000 LONG SUBSOIL DRAINAGE STUB SURROUNDED WITH 100mm OF NOM 20mm COARSE FILTER MATERIAL WRAPPED IN GEOTEXTILE FILTER FABRIC (BIDIM A24 OR SIMILAR) TO EACH INLET PIPE
AutoCAD SHX Text
PROVIDE PIT ACCESS STEPS IF PIT DEEPER THAN 900 REFER DETAIL
AutoCAD SHX Text
MASS CONCRETE BENCHING
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
%%uPLAN
AutoCAD SHX Text
20
AutoCAD SHX Text
NOTE:IF REINFORCING FABRIC IS TO BE USED REFER TO WALL AND CORNER DETAILS
AutoCAD SHX Text
PIT SETOUT POINT U.N.O.
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
20
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
30 FALL UNO
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
20 NOM
AutoCAD SHX Text
1
AutoCAD SHX Text
NOM KERB LINE
AutoCAD SHX Text
R50 TYP
AutoCAD SHX Text
NOMINAL KERB LINE
AutoCAD SHX Text
MORTAR BED
AutoCAD SHX Text
MORTAR BED
AutoCAD SHX Text
GUTTER LIP
AutoCAD SHX Text
SUBSOIL DRAINAGE STUB
AutoCAD SHX Text
APPROVED PRECAST KERB INLET LINTEL (R.T.A. STANDARD) 1800 LONG UNO
AutoCAD SHX Text
100 DIA x 3000 LONG SUBSOIL DRAINAGE STUB SURROUNDED WITH 100mm OF NOM 20mm COARSE FILTER MATERIAL WRAPPED IN GEOTEXTILE FILTER FABRIC (BIDIM A24 OR SIMILAR) TO EACH INLET PIPE
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
GRATE AND FRAME AS SPECIFIED IN PIT SCHEDULE
AutoCAD SHX Text
10 THICK COMPRESSIBLE CORK FILLER BOARD
AutoCAD SHX Text
10 THICK COMPRESSIBLE CORK FILLER BOARD
AutoCAD SHX Text
MASS CONCRETE BENCHING
AutoCAD SHX Text
N12-300 BOTH WAYS OR SL82 FABRIC (40 COVER TO INSIDE FACE)
AutoCAD SHX Text
NOTE:IF REINFORCING FABRIC IS TO BE USED REFER TO WALL AND CORNER DETAILS
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
%%uPLAN
AutoCAD SHX Text
20
AutoCAD SHX Text
PROVIDE PIT ACCESS STEPS IF PIT DEEPER THAN 900 REFER DETAIL
AutoCAD SHX Text
PIT IN CONCRETE PAVEMENT REFER DETAIL D
AutoCAD SHX Text
PIT SETOUT POINT U.N.O.
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
20
AutoCAD SHX Text
4
AutoCAD SHX Text
-
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
4
AutoCAD SHX Text
-
AutoCAD SHX Text
20
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
20
AutoCAD SHX Text
SLIP JOINT - TWO LAYERS OF PLASTIC
AutoCAD SHX Text
2N12 TRIMMER BARS TO EXTEND 500 BEYOND PIT FOR EACH SIDE
AutoCAD SHX Text
1.2m LONG MESH AS PER TOP REINFORCEMENT
AutoCAD SHX Text
PAVEMENT AS SPECIFIED
AutoCAD SHX Text
RECESS TO SUIT FRAME OR COVER
AutoCAD SHX Text
GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
10
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
NOTE 1 WHEN POSITIONED IN STRAIGHT ALIGNMENT, STEP TO BE 400 WIDE. 2 STAGGERED STEPS TO BE 200 WIDE, STEPS TO BE STAGGERED 200 CENTRE TO CENTRE FOR ALTERNATE STEPS. 3 SPACING OF STEPS TO BE UNIFORM TO WITHIN ±8mm IN EACH PIT.
AutoCAD SHX Text
DRILL 30mm DIA HOLE x 120mm DEEP AND EPOXY INTO WALL WITH EPOXY MORTAR EQUAL TO EPIREZ 633 (NON SAG) - IN PRECAST PITS, DEPTH OF EMBEDMENT IS TO BE IN ACCORDANCE WITH PIT MANUFACTURER'S DETAILS
AutoCAD SHX Text
24 DIA GALVANISED MILD STEEL
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
10
AutoCAD SHX Text
225%%C BEYOND
AutoCAD SHX Text
WITH 4 x 12mm MASONRY ANCHORS
AutoCAD SHX Text
3mm STAINLESS STEEL PLATE FIXED
AutoCAD SHX Text
100%%C ORIFICE
AutoCAD SHX Text
14%%c
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
5
AutoCAD SHX Text
'LYSAGHT' MAXIMESH RH3030 HOT DIPPED GALVANISED OR EQUIVALENT
AutoCAD SHX Text
ORIFICE PLATE BEYOND REFER DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
P1
AutoCAD SHX Text
ISSUE FOR APPROVAL
AutoCAD SHX Text
NB
AutoCAD SHX Text
RG
AutoCAD SHX Text
06.08.18
IGLU Pty Ltd August 2018 IGLU Redfern Stage 2 181172 CAAB
Taylor Thomson Whitting (NSW/VIC/ACT) Pty Ltd Appendix A © Taylor Thomson Whitting
Appendix B
Correspondence between TTW and Sydney Water
1
Nemesio Biason Jr
From: JEYADEVAN, JEYA <[email protected]>
Sent: Tuesday, 3 April 2018 8:47 AM
To: Nemesio Biason Jr
Subject: RE: 80-88 Regent St, Redfern
Nemesio,
Please send any future stormwater enquiry including On Site Detention requirements to the following email
address:
The On Site Detention requirements for the 821.7 square meters site at 80-88 Regent Street Redfern, are as follows:
• On Site Detention 13 cubic meter
• Permissible Site Discharge 30 L/s
The approval for the On Site Detention would only be given as part of the Section 73 application for this
development. The On Site Detention is to be designed according to the above values and submitted to Sydney
Water for approval with the Section 73 application. The following details are to be included in your submission for
On Site Detention approval:
• Location of the On Site Detention in relation to the development
• Location of the On Site Detention in relation to overall stormwater network of the property
• Plan and Elevation of the On Site Detention tank with all dimensions
• Orifice plate calculation
Best Regards
Jeya Jeyadevan | Senior Capability Assessor
Customer Delivery | Sydney Water
Level 7, 1 Smith St Parramatta NSW 2150
PO Box 399 Parramatta NSW 2124
T 8849 6118 | Mobile 0409 318 827 | Email [email protected]
sydneywater.com.au
From: Nemesio Biason Jr [mailto:[email protected]]
Sent: Thursday, 29 March 2018 3:39 PM
To: JEYADEVAN, JEYA <[email protected]>
Subject: 80-88 Regent St, Redfern
Hi Jeya,
Trust all is well.
We’re proposing to redeveloped no 80-88 Regent St, Redfern. The total site area is 822sq.m.
Do we require OSD system? If so please advise us on the requirements.
Regards,
Nem