sydney-city-centre-review-of-environmental-factors

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Reasonable and feasible plant and equipment Stage 5: Site hand back For all traffic capacity improvements and supporting work (refer to Table 3-10) · Bobcat · Generator · Hand tools · Tipper truck · Trucks 3.3.6 Earthworks A small quantity of excavated material would be generated as result of kerb, median and footpath works; road furniture works; drainage works; utility adjustments; and lighting pole relocation works. These materials would not be backfilled. Instead, they would be taken offsite for disposal. Imported clean structural and general fill would be used to reinstate each work site. The exact materials balance (eg the volume of excavated materials versus the required fill materials) would be determined during the proposal’s detailed design. 3.3.7 Resources, materials and sourcing The type and quantities of resources and materials needed to construct the proposal would be confirmed during the detailed design. Provisional key material requirements are as follows: · Traffic management: - Block and mesh fencing - Temporary traffic signage - Traffic barriers. · Kerb, median and pedestrian island works: - Paving stones - Trachyte kerbstones - Kerb ramps - Road base materials - Concrete - Asphalt and bitumen. · Footpath works: - Paving stones - Trachyte kerbstones - Concrete - Asphalt and bitumen. · Signage and traffic signals: - Metal poles - Sheet metal - Wires and electrical equipment - Traffic lights - Paint - Sand - Cement - Concrete - Asphalt and bitumen. · Resurfacing: - Sand - Cement - Concrete - Structural fill - General fill - Road base materials - Road sub base materials - Gravel and binder - (Coloured) asphalt and bitumen. · Line markings: - Paint. · Utilities and drainage works: - Sand - Cement - Concrete - Structural fill - General fill - Electrical cable - Steel and plastic pipe - Drainage inlets, pipes and gutters. · Other works: - Sand - Cement - Concrete - General fill - Lighting poles and street lamps - Equipment (power consoles, electrical circuit boards). · General construction equipment: - Diesel, petrol, fuel and oil - Water - Lubricating oil - Paper, cardboard, metal. Sydney City Centre Capacity Improvement 135 Review of Environmental Factors
These materials are widely available across the metropolitan area. They would be transported to one of the construction compounds/laydown areas via road prior to being transferred to each work site on an ‘as needed’ basis (refer to section 3.3.9). Roads and Maritime would promote the use of locally-sourced materials that contain a high recycled content and low embodied energy where they are cost and performance competitive and comparable in environmental performance (refer to section 6.10.3). 3.3.8 Traffic management and access The following traffic management and access measures would be developed in the detailed design. They would be implemented under a construction traffic management plan (CTMP) (refer to section 6.1.4). Vehicle movements Road traffic, pedestrians and cyclists would be impacted during construction. Partial lane closures and pedestrian/cyclist diversions would be required at each work site. At no point is there anticipated to be a requirement to fully close any road. Traffic management measures and detailed construction staging would seek to minimise any impacts. As noted above, some work would take place outside standard construction hours to avoid traffic conflicts along roads with high traffic, pedestrian and cyclist numbers during the working week. About 20 to 30 light vehicle movements would be required to service the active work sites each day. Heavy vehicles would only be required to deliver materials to construction compounds/laydown areas (refer to section 3.4.2) and to subsequently transfer the material to the active work sites. Light vehicles would be used to remove waste from any precinct/site. 3.3.9 Traffic management, controls and signage The CTMP would detail the traffic management controls required to ensure that traffic flow is maintained within the city centre during construction. The plan would also contain specific traffic, pedestrian and cyclist control plans. Business and residential access would be restricted at some locations during construction and managed under the CTMP. Pedestrian and cyclist diversion would be managed on a daily basis, again under the CTMP, to suit construction activities and to ensure safe access. Emergency vehicle access would also be maintained during construction, as would garbage truck access. Temporary signage and traffic management controls would be implemented at each work site. These signs would describe the changed traffic conditions; highlight any expected delays; and identify any diversionary routes. The traffic management controls would likely include temporary traffic lights or stop-go controls. Sydney City Centre Capacity Improvement 136 Review of Environmental Factors
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Sydney City Centre Capacity Improve
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Executive summary The proposal Road
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the proposed Sydney City Centre Cyc
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The REF concludes that the proposal
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Effect Affected factors/receivers L
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Effect Temporary light spill impact
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maintenance of traffic flows in the
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What happens next? Following the su
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6.7 Water quality and hydrology ...
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If approved, the proposal would tak
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In doing so, the REF helps fulfil t
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2 Need and options considered This
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NSW Long Term Transport Master Plan
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2.2 Existing road and public transp
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Road Sussex Street between King Str
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Road Precinct 4: college Wentworth
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Bus stop hubs located at Circular Q
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With these allocations set, Transpo
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2.4.2 Identified proposal options P
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Precinct 2: retail Precinct 2: reta
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Precinct 3: southern Precinct 3: so
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Precinct 4: college Precinct 4: col
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NW2: King Street (two options) Traf
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Amenity All three options reallocat
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Amenity At present, buses cannot re
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Summary Table 2-6 ‘Option b’ an
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Amenity Kerbside use Business impac
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Table 2-7 Analysis of options in pr
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Amenity Kerbside use Business impac
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3 Description of the proposal The p
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Work site reference Section Start a
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Table 3-2 Typical traffic capacity
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Typical improvement (with example)
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Sussex Street to Kent Street Sussex
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George Street to Pitt Street York S
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Kent Street intersection Pitt Stree
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Pitt Street to Castlereagh Street G
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Margaret Street to Erskine Street J
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Market Street intersection King Str
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Page 101 and 102: Sydney City Centre Capacity Improve
Page 109 and 110: Liverpool Street to Eager Lane Jame
Page 111 and 112: Hay Street to Rawson Place Goulburn
Page 113 and 114: Abercrombie Street intersection Ref
Page 115 and 116: Ref (refer Fig 3-10 to 3-16) Propos
Page 127 and 128: Wemyss Lane to Goulburn Street Ref
Page 129 and 130: Macquarie Street intersection Campb
Page 131 and 132: Park Street to Oxford Street Prince
Page 145 and 146: 3.2 Design The proposal’s concept
Page 147 and 148: Table 3-9 Engineering and developme
Page 149 and 150: 3.3 Construction activities The lik
Page 151: Table 3-10 Plant and equipment - in
Page 155 and 156: Once the work is complete on site,
Page 157 and 158: 3.6 Public utility and drainage adj
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Page 161 and 162: Traffic capacity improvement Locati
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Page 167 and 168: The adopted urban design principles
Page 169 and 170: Principles and objectives Consisten
Page 171 and 172: Principles and objectives Prot
Page 177 and 178: Roads and Maritime is, however, req
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Page 181 and 182: 5.1.2 Stakeholder engagement Roads
Page 183 and 184: The detailed design would also be d
Page 185 and 186: Traffic modelling and monitoring da
Page 187 and 188: Bus infrastructure There is an exte
Page 189 and 190: Cars, buses and other vehicles Over
Page 191 and 192: Level of Service (LoS) Maximum queu
Page 193 and 194: Work site location Precinct 4: coll
Page 195 and 196: Section G: York Street intersection
Page 197 and 198: Section Precinct 4: college C1: Wen
Page 199 and 200: Location and type of work (refer to
Page 201 and 202: with the proposed changes under the
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Loading zones Mobility parking spac
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Table 6-8 describes the temporary o
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Location J: George Street to Pitt S
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Location H: Hay Street to Rawson Pl
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As can be seen from Table 6-8, ther
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Table 6-9 Altered footpaths and ped
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Section D: Abercrombie Street inter
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Loading zones Mobility parking spac
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Table F-2 in Appendix F provides fu
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Level of Service (LoS) Maximum queu
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The above table demonstrates the va
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Impact Environmental safeguard Resp
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Table 6-13 Construction noise manag
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The applicable human comfort vibrat
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where the corresponding noise impac
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The modelling predicted the constru
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Work site Receiver type NML for the
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Work site Receiver type NML for the
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The highest predicted noise impacts
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Work site Precinct 3: southern Pred
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Post World War II, Sydney enhanced
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Table 6-21 Heritage listed items It
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Item name Section Location Signific
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Item name Section Location Signific
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Item name Area of archaeology poten
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Item name 21 Former value and item
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Item name Works with potential heri
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Item name R2 Market Street Works wi
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Item name 3 Pinnacle House 5 Commer
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Item name Precinct 3: southern S3:
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Item name F2: Macquarie Street Work
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Lighting pole relocation General si
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Reference Potential archaeological
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The above summary reflects that the
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6.4.2 Existing environment Populati
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Social infrastructure Cultural and
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Social infrastructure - constructio
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Table 6-27 Annual events potentiall
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Table 6-28 Location specific potent
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Work site Construction activities I
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Socioeconomic impacts during operat
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The improvements to connectivity an
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Work site D: Kent Street to Clarenc
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Work site D: Clarence Street to Yor
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Work site F: Erskine Street to Barr
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Work site F: Liverpool Street to Ea
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Work site C: Wattle Street intersec
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Work site D: Wemyss Lane to Goulbur
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Work site F: Park Street to Oxford
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Method and assessment criteria The
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General land use character General
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Development precinct Precinct 1: re
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Property Roadside property Table 6-
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Future land uses and development pr
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Rubbish bins Water fountains City m
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6.6.2 Existing environment Landscap
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Landscape character zone Overview d
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Tree characteristics The city centr
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Table 6-41 Registered significant t
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· Cafés, restaurants, hotels and
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Location Receiver * Items marked wi
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Table 6-43 Temporary construction l
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Work site Section Receiver F1: Macq
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Landscape character and visual impa
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The tree’s consistency and contri
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Table 6-46 Tree pruning and removal
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Turning restrictions and provisions
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Work site Section Visual receiver R
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Despite this, Sydney Harbour suppor
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The proposal footprint is located a
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Flood risk The proposal footprint h
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to contamination or the generation
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Acid sulphate soils Acid sulphate s
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Contaminated land (records) No site
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Geology and soil impacts during ope
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Biodiversity Guidelines: Protecting
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Table 6-56 Statutorily protected bi
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6.10.2 Potential impacts Waste gene
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In addition, the contractor(s) woul
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6.11.4 Safeguards and management me
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Affected roads There are no screeni
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Air quality sensitive receivers The
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the roads covered by the proposal f
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Greenhouse Gas Assessment Workbook
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Climate change construction impacts
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6.14 Hazard and risk This section a
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Hazard Potential consequence Key se
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6.15.2 Other committed and/or appro
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Project Description Location and in
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Project Description Location and in
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Table 6-68 Potential cumulative imp
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Cumulative effect Disruption to pub
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Cumulative effect Key issues
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Cumulative effect Key issues Street
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Table 6-69 Potential cumulative eff
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6.15.4 Safeguards and management me
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7 Environmental management This cha
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No Impact Environmental safeguard R
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8 Conclusion This chapter provides
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Object environment. 5(a)(ii) To enc
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8.3 Ecologically sustainable develo
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8.3.4 Improved valuation, pricing a
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9 Certification This review of envi
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City of Sydney Council, Sydney City
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NSW EPA 1997c, Waste Reduction and
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factors-june-2014.pdf, accessed: 2/
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ISEPP State Environmental Planning
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