GOOD LUCK PLAZA 5 - 19 GEORGE STREET, BLACKTOWN › files › assets › ...SITEWORKS PLAN - GROUND FLOOR. DAC02.0103 NOT FOR CONSTRUCTION. Sydney. Level 11 345 George Street, Sydney

COVER SHEET, DRAWING

SCHEDULE AND LOCALITY PLAN

03DAC01.01

NOT FOR CONSTRUCTION

Sydney

Level 11 345 George Street, Sydney NSW 2000

Ph (02) 9241 4188 Fax (02) 9241 4324

Email [email protected] ABN 81 094 433 100

181363

CIVIL ENGINEERING WORKS

DEVELOPMENT APPLICATION

GOOD LUCK PLAZA

5 - 19 GEORGE STREET,

BLACKTOWN

GOOD LUCK PLAZA

5 - 19 GEORGE STREET, BLACKTOWN



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PRINCE

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STREET

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GEORGE

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DESCRIPTION

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REVISION

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DRAWING NOT TO BE USED FOR CONSTRUCTION UNLESS VERIFICATION SIGNATURE HAS BEEN ADDED

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DRAWN: DESIGNED: JOB MANAGER: VERIFIER:

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ALL DIMENSIONS TO BE VERIFIED ON SITE BEFORE COMMENCING WORK. NORTHROP ACCEPTS NO RESPONSIBILITY FOR THE USABILITY, COMPLETENESS OR SCALE OF DRAWINGS TRANSFERRED ELECTRONICALLY. THIS DRAWING MAY HAVE BEEN PREPARED USING COLOUR, AND MAY BE INCOMPLETE IF COPIED TO BLACK & WHITE

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THE COPYRIGHT OF THIS DRAWING REMAINS WITH NORTHROP CONSULTING ENGINEERS PTY LTD

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CLIENT

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ARCHITECT

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PROJECT

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JOB NUMBER

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REVISION

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DRAWING SHEET SIZE = A1

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SOURCE : NEARMAP.COM.AU (©2018)

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DRAWING SCHEDULE

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DRG No.

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DRAWING TITLE

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DAC01.01

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COVER SHEET, DRAWING SCHEDULE AND LOCALITY PLAN

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DAC01.11

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SPECIFICATION NOTES

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DAC02.01

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SITEWORKS PLAN - GROUND FLOOR

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DAC02.02

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SITEWORKS AND STORMWATER MANAGEMENT PLAN - BASEMENT 1

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DAC03.01

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STORMWATER MANAGEMENT DEVICES - SHEET 01

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DAC03.02

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STORMWATER MANAGEMENT DEVICES AND OTHER DETAILS - SHEET 02

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DAC05.01

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POST-DEVELOPMENT CATCHMENT PLAN

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01

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ISSUED FOR DEVELOPMENT APPLICATION

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SN

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SF

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SF

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04.09.18

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02

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RE-ISSUED FOR DEVELOPMENT APPLICATION

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-

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SF

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22.03.19

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03

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07.06.19

POST-DEVELOPMENT

CATCHMENT PLAN

03DAC05.01


Sydney


Ph (02) 9241 4188 Fax (02) 9241 4324


181363



GOOD LUCK PLAZA


BLACKTOWN

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ELECTRICAL CABINET & PIT

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SUBSTATION

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SUBSTATION

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GEORGE STREET

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61

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60.5

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60

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59.5

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57.5

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SINGLE STOREY BRICK BUILDING METAL ROOF

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CONCRETE

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CROSSING

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TC

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BM NAIL IN KERB R.L. 60.03 (A.H.D.)

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ROOF CATCHMENT

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CATCHMENT BOUNDARY

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PODIUM CATCHMENT

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CATCHMENT AREA

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ITEM

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AREA (m³)

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1

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2162

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2

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2467

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XX

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CATCHMENT TAG

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CLIENT

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01

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04.09.18

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07.06.19

S3QM Deemed to Comply CertificateCertificate Number: 4022

This certificate confirms that the proposed development will meet Blacktown City Council’s requirements for water sensitiveurban design described in Blacktown Development Control Plan (Part J) 2015.Terms used in this certificate or in the commitments have the meaning given by Blacktown Development Control Plan (PartJ) 2015.

General Manager

Blacktown City Council

Date of Issue: Fri Jun 07 2019

To be valid this certificate must be lodged within 3 months of the date of issue:

Project Summary

Author [email protected]

Project Name Goodluck Plaza - George St_revision 2

Site Address 5-19 George St, Blacktown

Lot/DP Number 19-25/11157 & 26-27/137472

Project Number 181363

Land use Business

Compliance

Does the project comply with all relevant criteria? Yes

Site Details

Site Area (m ) 4629

Roof Area (m ) 2162

Road Area (m ) 0

Other Impervious Area (m ) 2467

Pervious Area (m ) 0

Applicable Development Controls

2

2

2

2

2

Water Conservation Yes

On-site water quality No

On-site works, Section 94 or VPA Section 94 mandatory contribution required and theconstruction of a Gross Pollutant Trap and a HydrocarbonTrap.

On-site detention Yes

Groundwater (more than 1.5m of cut or fill or morethan 1m of cut or fill if development is on waterfrontland)

Yes

Waterfront Land (within 40m of a waterway) No

Statement of CommitmentsOSD Commitments

Site

Site Area (m²) 4629

Site Area NOT draining to OSD (m²) 0

Reduced Levels (AHD)

RL of Top of Tank (m) 57.495

RL of Bottom of OSD Tank (m) 55.74

RL of 1.5 Year ARI Overflow Weir (m) 56.715

RL of Emergency Overflow Weir (m) 57.22

RL of 1.5 Year ARI Orifice Centreline (m) 55.55

RL of 100Year ARI Orifice Centreline (m) 55.44

RL of Invert of Discharge to Council Drainage (m) Pit 54.45

RL of obvert of Pit outlet pipe (m) 54.775

Minimum RL of Garage Floor (m) 57.585

Minimum RL of House Floor (m) 57.685

OSD Details

Internal Height (m) 1.755

Required Storage BELOW 1.5 Year ARI Overflow Weir (m ) 138.45

Required Storage BELOW Emergency Overflow Weir (m ) 210.16

Additional Details

Length of Emergency Overflow Weir (m) 2.4

Number of 1.5 Year ARI Orifices 1

Number of 100 Year ARI Orifices 1

1.5 Year ARI Orifice Size (mm) 90

100 Year ARI Orifice Size (mm) 176.5

Discharge Details

Using Filter Cartridges to manage Water Quality No

1.5 Year ARI Discharge (l/s) 18.5

1.5 Year ARI Orifice Discharge (l/s) 18.5

100 Year ARI Discharge (l/s) 88

100 Year ARI Orifice Discharge (l/s) 88

Water Conservation Commitments

3

3

Catchment 1

Roof area connect to tank 100 %

Total Tank Capacity 30.0 kl

Irrigated Area 0 m

Number of Toilets and Urinals 13

Non Potable Demand 0 kl/day

Water Quality Commitments

Water Quality Commitments Not Required

2

SITEWORKS PLAN - GROUND

FLOOR

03DAC02.01


Sydney


Ph (02) 9241 4188 Fax (02) 9241 4324


181363



GOOD LUCK PLAZA


BLACKTOWN

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SUBSTATION

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SUBSTATION

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GEORGE STREET

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61

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60.5

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60

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59.5

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59.5

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59

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57.5

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57

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56

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CONCRETE

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RET. WALL

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57.51

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57.65

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58.32

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58.33

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59.99

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60.78

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60.87

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60.94

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60.38

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60.30

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60.63

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59.73

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59.45

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58.34

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58.35

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58.43

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56.01

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56.32

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56.72

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57.03

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57.37

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57.52

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57.77

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58.18

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58.58

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59.01

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59.48

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59.98

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60.00

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59.71

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59.51

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59.18

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58.96

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58.63

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58.40

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57.77

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57.43

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60.03

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57.69

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58.84

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59.32

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59.80

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58.19

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58.19

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57.94

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57.94

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57.55

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57.57

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57.18

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56.99

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56.84

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56.72

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56.58

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56.54

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56.64

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56.60

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56.46

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56.46

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56.23

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56.33

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56.13

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55.96

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55.81

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55.88

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58.35

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61.02

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59.46

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62.08

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58.06

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57.81

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57.41

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57.04

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56.71

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56.41

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59.85

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59.57

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59.38

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59.07

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58.83

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58.50

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58.27

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58.02

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57.66

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57.33

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60.05

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60.54

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60.62

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60.72

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60.77

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60.82

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60.71

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60.05

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59.67

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59.24

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58.56

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57.45

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56.86

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60.14

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61.05

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60.99

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60.94

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60.73

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61.18

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61.22

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61.15

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61.13

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56.69

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58.81

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56.97

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57.33

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58.02

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59.54

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VC

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RE-CONSTRUCTED ROAD AND NEW KERB AND GUTTER WHERE REQUIRED

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EXISTING VC AND DRIVEWAY TO BE REMOVED, RECONSTRUCT EXISTING FOOTPATH AND CYCLE-WAY TO MATCH EXISTING PAVEMENT, RECONSTRUCT KERB & GUTTER AND TIE IN WITH EXISTING. (TYP)

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MAKE SMOOTH CONNECTION WITH EXISTING WORKS (TYPICAL).

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MTE

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MTE

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MTE

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MTE

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EXISTING POWER POLE TO BE RETAINED

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RECONSTRUCT EXISTING KERB AND GUTTER AND FOOTPATH. FOOTPATH COMPOSITION AND FINISH TO MATCH EXISTING.

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3.3% NOM

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1%

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1%

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3.5%

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RL

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60.81

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RL

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60.60

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60.50

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RL

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5% NOM

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%%C375

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KG

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FFL

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60.50

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FFL

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60.70

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58.30

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FFL

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59.20

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KR

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1200X1200 GRATED SURCHARGE ACCESS COVERS

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RL

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58.8

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RL

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59.50

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RL

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60.11

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58.40

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59.30

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FFL

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59.80

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RL

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58.8

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PROPOSED NEW KERB INLET PIT 1.8m LINTEL NOM.

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eRL

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58.12 NOM.

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PROPOSED SPOT HEIGHT

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DIRECTION OF GRADE

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VC

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X.X

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eRL

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XX.XX

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PROPOSED KERB

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EXISTING CONTOURS

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VEHICULAR CROSSING

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KERB RAMP

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SAWCUT AND PAVEMENT INFILL

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RL

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XX.XX

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LEGEND

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EXISTING KERB

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KERB AND GUTTER

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KG

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XX.XX

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XX.XX

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STORMWATER PIPE

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%%C150

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GRATED INLET PIT (NEW / EXTG)

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KERB INLET PIT (NEW / EXTG)

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RECONSTRUCT EXISTING FOOTPATH, VERGE AND KERB & GUTTER TO BLACKTOWN CITY COUNCIL SPECIFICATION.

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OSD

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RWT

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ON-SITE DETENTION TANK

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RAINWATER HARVESTING TANK

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55.5

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HUMPHRIES

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EDGE

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V/C

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V/C

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SMH

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55.62

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55.53

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55.22

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55.41

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55.15

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55.20

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55.10

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54.94

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55.07

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54.86

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54.75

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54.93

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54.73

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54.70

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54.34

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54.41

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54.35

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55.16

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56.02

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54.82

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54.62

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54.44

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55.52

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SS

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MTE

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KG

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MTE

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PROPOSED NEW KERB INLET PIT. PROPOSED GRATE RL 54.85 NOM

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MAKE SMOOTH CONNECTION WITH EXISTING WORKS (TYPICAL).

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POWER POLE TO BE TEMPORARILY SUPPORTED DURING CONSTRUCTION OF STORMWATER PIPE

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CLIENT

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ARCHITECT

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C. PASKE

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PROJECT

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JOB NUMBER

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DRAWING NUMBER

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REVISION

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ABOVE

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FOR CONTINUATION REFER

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INSET 'A'

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INSET 'A'

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01

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SN

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SF

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SF

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04.09.18

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02

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-

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SF

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22.03.19

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AC

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07.06.19

SITEWORKS AND STORMWATER

MANAGEMENT PLAN - BASEMENT 1

01DAC02.02


Sydney


Ph (02) 9241 4188 Fax (02) 9241 4324


181363



GOOD LUCK PLAZA


BLACKTOWN



SKETCH



CONSTRUCTION CERTIFICATE

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SUBSTATION

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SUBSTATION

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GEORGE STREET

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61

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60.5

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60

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59.5

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59.5

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59

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57.5

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57

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56

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30"

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01'

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290°

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00"

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15'

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187°

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30"

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01'

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110°

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8°

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LANE

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TC

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CONCRETE

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RET. WALL

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EDGE

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OF

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BITUMEN

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P/C

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P/C

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VEHICLE

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CROSSING

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TC

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TC

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TC

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VEHICLE

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CROSSING

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METAL

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FENCE

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METAL

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POST

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&

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WIRE

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MESH

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FENCE

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EP

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TL

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TL

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P/C

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P/C

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57.51

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57.65

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58.32

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58.33

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59.99

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60.78

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60.87

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60.94

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60.38

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60.30

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60.63

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60.38

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59.73

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59.71

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59.60

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59.45

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58.59

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58.47

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58.34

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58.38

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58.35

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58.32

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58.43

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56.01

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56.32

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56.72

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57.03

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57.37

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57.52

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57.77

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58.18

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58.58

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59.01

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59.48

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59.98

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60.00

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59.71

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59.51

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59.18

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58.96

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58.63

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58.40

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58.14

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57.77

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57.43

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60.03

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57.69

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58.84

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59.32

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59.80

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58.19

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58.19

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57.94

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57.94

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57.55

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57.57

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57.18

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56.99

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56.84

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56.72

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56.58

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56.54

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56.64

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56.60

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56.46

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56.46

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56.23

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56.33

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56.13

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55.96

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55.81

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55.88

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58.35

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61.02

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59.46

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62.08

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61.16

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56.36

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56.23

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55.78

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55.52

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58.06

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57.81

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57.41

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57.04

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56.71

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56.41

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59.85

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59.57

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59.38

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59.07

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58.83

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58.50

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58.27

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58.02

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57.66

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57.33

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60.05

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60.54

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60.62

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60.72

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60.77

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60.82

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60.71

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60.66

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60.58

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60.27

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60.05

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59.67

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59.24

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58.56

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58.05

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57.81

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57.45

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57.19

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56.86

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60.40

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60.14

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61.05

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60.99

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60.94

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60.73

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61.10

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61.18

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61.22

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61.15

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61.13

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56.69

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58.81

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56.97

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57.33

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58.02

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59.54

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57.95

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57.62

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56.41

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55.95

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SV

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HYD

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LP

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LP

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LP

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PP

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PP

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PP

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PP

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TCP

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HUMPHRIES

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LANE

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GEORGE

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STREET

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SUNNYHOLT

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ROAD

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216m OSD TANK 3 OSD TANK (210m REQUIRED VOLUME + 3 REQUIRED VOLUME + REQUIRED VOLUME + ADDITIONAL PROVIDED TO ACCOUNT FOR STRUCTURAL COLUMNS)

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30kL RAINWATER STORAGE TANK TO BE CONNECTED TO TOILETS IN BASEMENT AND RETAIL AREAS (SUPPLYING 80% OF THE DEMAND OF APPROXIMATELY 13 TOILETS). TANK TO BE FITTED WITH AN AUTOMATIC TOP UP FLOAT SWITCH CONNECTED TO MAIN WATER SUPPLY.

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FFL

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55.90

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FFL

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56.30

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PROPOSED NEW KERB INLET PIT 1.8m LINTEL NOM. PROPOSED GRATE RL NOM. 55.8

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%%C375

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%%C375

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UP INV RL.

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DN INV RL.

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m @

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%%C

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%%%

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55.38

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375 uPVC

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51.9

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54.41

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1.87

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OSD OUTLET

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REFER TO DRAWINGS DAC03.01 AND DAC03.02 FOR DETAILS

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OSD ACCESS HATCH. ENSURE HATCH IS WATERTIGHT & OPENS INTO OSD TANK FOR MAINTENANCE PURPOSES (TYP.). ENSURE CLEAR WALK WAY ACCESS TO HATCHES

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55.5

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HUMPHRIES

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EDGE

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SWP

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SWP

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V/C

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V/C

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SMH

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55.62

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55.53

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55.22

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55.41

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55.15

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55.20

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55.10

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54.94

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55.07

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54.86

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54.75

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54.93

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54.73

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54.70

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54.34

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54.41

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54.35

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55.16

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56.02

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54.82

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PP

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%%C375

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%%C375

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PROPOSED NEW KERB INLET PIT. PROPOSED GRATE RL 54.85 NOM

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UP INV RL.

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m @

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54.38

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375 RCP

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33.5

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54.04

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1.0

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54.01

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375 RCP

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3.85

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53.97

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1.0

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TO MATCH EXISTING

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375 RCP

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12.19

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53.94 (EXISTING)

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EXISTING GRADE

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PROPOSED STORMWATER CONNECTION TO EXISTING PIT. 375mm.EXISTING GRATE RL 54.75 IL 54.0 NOM.

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PROPOSED SPOT HEIGHT

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PROPOSED FINISHED FLOOR LEVEL

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DIRECTION OF GRADE

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X.X

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EXISTING CONTOURS

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RL

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XX.XX

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FFL

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LEGEND

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PROPOSED BOUNDARY LINE

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XX.XX

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XX.XX

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STORMWATER PIPE

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%%C150

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GRATED INLET PIT (NEW / EXTG)

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KERB INLET PIT (NEW / EXTG)

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OSD

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RWT

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ON-SITE DETENTION TANK

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RAINWATER HARVESTING TANK

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J. GILLIGAN

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FOR CONTINUATION REFER

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INSET 'A'

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INSET 'A'

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AC

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07.06.19

SPECIFICATION NOTES

03DAC01.11


Sydney


Ph (02) 9241 4188 Fax (02) 9241 4324


181363



GOOD LUCK PLAZA


BLACKTOWN

··

·

·

·

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VER'D

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STORMWATER DRAINAGE

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RAINWATER RE-USE

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GENERAL NOTES

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DESIGN SUMMARY

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1. PROVIDE RAINWATER RE-USE SYSTEM TO SUPPLY WATER FOR PROVIDE RAINWATER RE-USE SYSTEM TO SUPPLY WATER FOR TOILET FLUSHING. 2. GUTTER GUARD TO BE INSTALLED ON ALL EAVES GUTTERS. GUTTER GUARD TO BE INSTALLED ON ALL EAVES GUTTERS. 3. A PERMANENT SIGN IS TO BE LOCATED IN THE VICINITY OF THE TANK A PERMANENT SIGN IS TO BE LOCATED IN THE VICINITY OF THE TANK STATING THE WATER IS "NON POTABLE WATER" WITH APPROPRIATE HAZARD IDENTIFICATION. 4. PIPEWORK USED FOR RAINWATER SERVICES SHALL BE COLOURED PIPEWORK USED FOR RAINWATER SERVICES SHALL BE COLOURED LILAC IN ACCORDANCE WITH AS1345. 5. ALL VALVES AND APERTURES SHALL BE CLEARLY AND ALL VALVES AND APERTURES SHALL BE CLEARLY AND PERMANENTLY LABELLED WITH SAFETY SIGNS TO COMPLY WITH AS1319. 6. RAINWATER TANK RETICULATION SYSTEM AND MAINS WATER RAINWATER TANK RETICULATION SYSTEM AND MAINS WATER BYPASS ARRANGEMENT TO BE INSTALLED IN ACCORDANCE WITH AS/NZS 3500.1.2-2003 AND THE NSW CODE OF PRACTICE : PLUMBING AND DRAINING. 7. A FIRST FLUSH FILTRATION DEVICE IS TO BE PROVIDED AT A FIRST FLUSH FILTRATION DEVICE IS TO BE PROVIDED AT RAINWATER TANK.

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1. ALL DRAINAGE LINES SHALL BE UPVC (CLASS SN4) SEWER GRADE ALL DRAINAGE LINES SHALL BE UPVC (CLASS SN4) SEWER GRADE DRAINAGE PIPE, U.N.O. 2. ALL DRAINAGE LINES SHALL BE LAID AT 1% MIN. FALL, UNO. ALL DRAINAGE LINES SHALL BE LAID AT 1% MIN. FALL, UNO. 3. ALL LEVELS ARE AUSTRALIAN HEIGHT DATUM (AHD). ALL LEVELS ARE AUSTRALIAN HEIGHT DATUM (AHD). 4. ALL DOWNPIPES GUTTERS TO BE DESIGNED IN ACCORDANCE WITH ALL DOWNPIPES GUTTERS TO BE DESIGNED IN ACCORDANCE WITH AS/NZS 3500.3.2 - 2003 'STORMWATER' DRAINAGE. 5. THE STORMWATER DRAINAGE DESIGN HAS BEEN CARRIED OUT IN THE STORMWATER DRAINAGE DESIGN HAS BEEN CARRIED OUT IN ACCORDANCE WITH AS/NZS 3500.3.2-2003 'STORMWATER' DRAINAGE. 6. ANY VARIATIONS TO THE NOMINATED LEVELS SHALL BE REFERRED ANY VARIATIONS TO THE NOMINATED LEVELS SHALL BE REFERRED TO ENGINEER IMMEDIATELY. 7. SUBSOIL DRAINAGE SHALL BE PROVIDED TO ALL RETAINING WALLS & SUBSOIL DRAINAGE SHALL BE PROVIDED TO ALL RETAINING WALLS & EMBANKMENTS, WITH THE LINES FEEDING INTO THE STORMWATER DRAINAGE SYSTEM. 8. ALL GRATES TO BE GALVANISED STEEL WITH HINGES AND CHILD ALL GRATES TO BE GALVANISED STEEL WITH HINGES AND CHILD PROOF LOCK UNLESS OTHERWISE SPECIFICED. 9. ALL GRATES TO BE HEEL SAFE WITHIN AGED CARE DEVELOPMENTS. ALL GRATES TO BE HEEL SAFE WITHIN AGED CARE DEVELOPMENTS. 10. THE STORMWATER DRAINAGE IS DESIGNED IN ACCORDANCE WITH THE STORMWATER DRAINAGE IS DESIGNED IN ACCORDANCE WITH COUNCILS DCP PART J & AS3500.3.

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THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH OTHER CONSULTANTS' DRAWINGS AND SPECIFICATIONS AND WITH OTHER SUCH WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE IN METRES & ALL LEVELS ARE IN METRES, UNO (UNLESS NOTED OTHERWISE). NO DIMENSION SHALL BE OBTAINED BY SCALING THE DRAWINGS. ALL LEVELS AND SETTING OUT DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE CHECKED ON SITE PRIOR TO THE COMMENCEMENT OF THE WORK. DETAIL SURVEY DATA WAS SUPPLIED BY CRAIG & RHODES, DRAWING # 018-17G T01 DATED: 04/05/17 DRAWING # 018-17G T01 [02] DATED: 21/08/18 EXISTING SERVICES WHERE SHOWN HAVE BEEN PLOTTED FROM SUPPLIED DATA AND SUCH THEIR ACCURACY CAN NOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THE LEVEL OF ALL EXISTING SERVICES PRIOR TO THE COMMENCEMENT OF WORK. ON COMPLETION OF STORMWATER INSTALLATION, ALL DISTURBED AREAS MUST BE RESTORED TO ORIGINAL CONDITION, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, GRAVEL AND GRASSED AREAS AND ROAD PAVEMENTS, UNLESS DIRECTED OTHERWISE.

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ALL STORMWATER MANAGEMENT MEASURES SHOWN ON THIS DRAWING HAVE BEEN PREPARED FOR DEVELOPMENT APPLICATION PURPOSES TO DEMONSTRATE FEASIBILITY. ALL MEASURES WILL BE SUBJECT TO DETAIL DESIGN AT THE CONSTRUCTION CERTIFICATE STAGE AND MAY BE SUBJECT TO VARIATION PROVIDED THAT THE DESIGN INTENT IS MAINTAINED.

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ON-SITE DETENTION: DESIGN DESIGN REQUIREMENTS: PRESCRIBED DISCHARGE RATE OF 40L/s/ha FOR 1.5yr ARI PRESCRIBED DISCHARGE RATE OF 190L/s/ha FOR 100yr ARI 455m³/ha TOTAL (FLOOD) STORAGE 300m³/ha TOTAL ENVIRONMENTAL STORAGE THEREFORE SITE STORAGE REQUIREMENT = 210.2m³ BYPASS AREA/PERCENTAGE = 0% ON-SITE DETENTION STORAGE PROVIDED = 216m³ (ADDITIONAL TO ACCOUNT FOR STRUCTURAL COLUMNS THROUGH TANK) RAINWATER RE-USE: : IN ACCORDANCE WITH BASIX/COUNCIL REQUIREMENTS. RAINWATER RE-USE STORAGE REQUIRED = 30m³ RAINWATER RE-USE TO BE USED FOR THE FOLLOWING: TOILET FLUSHING (13 TOILETS/URINALS, SUPPLYING 80% OF DEMAND) STORMWATER MANAGEMENT REQUIREMENTS HAVE BEEN CALCULATED IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL'S DEVELOPMENT CONTROL PLAN (2015), PART J WATER SENSITIVE URBAN DESIGN AND INTEGRATED WATER CYCLE MANAGEMENT. REFER TO S3QM CERTIFICATE FOR ALL STORMWATER MANAGEMENT REQUIREMENTS AND PROPOSED DESIGN LEVELS.

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NOTE: ALL CIVIL ENGINEERING CONSTRUCTION WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL DEVELOPMENT GUIDELINES .THE AFOREMENTIONED GUIDELINES INCLUSIVE OF ALL SPECIFICATIONS TAKE PRECEDENCE OVER NOTES PROVIDED BELOW.

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STORMWATER MANAGEMENT

DEVICES - SHEET 01

2DAC03.01


Sydney


Ph (02) 9241 4188 Fax (02) 9241 4324


181363



GOOD LUCK PLAZA


BLACKTOWN

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RL

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55.98

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375OUTLET PIPE

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BASEMENT 01

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FFL 56.90

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1.5YR TWL 56.715

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100YR TWL 57.22

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GROUND FLOOR

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FFL 58.30

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RL

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58.40

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RL

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58.20

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RL

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58.63

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RL

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59.50

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GROUND FLOOR

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FFL 59.50

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SUPPORT COLUMNS SHOWN INDICATIVELY. REFER TO STRUCTURAL ENGINEERS FOR DETAIL (TYP.)

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RWT TWL 58.30

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RL

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55.95

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RAINWATER TANK OVERFLOW WEIR. RL: 58.30 58.30 LENGTH: 2.5m NOM.

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RWT 30kL

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OSD VOLUME = 216m 3

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STEP IRONS TO BE PROVIDED UNDER ALL ACCESS POINTS IN ACCORDANCE WITH AUSTRALIAN STANDARDS. REFER TO DETAIL

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PLAN

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1.5YR ORIFICE PLATE REFER TO DETAIL

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(AVERAGE BASE RL)

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RL55.74

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OSD ACCESS HATCHES. ENSURE HATCH IS WATERTIGHT & OPENS INWARDS FOR MAINTENANCE PURPOSES (TYP.)

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RWT ACCESS HATCH. 900 x 900 OPENING. ENSURE HATCH IS WATERTIGHT & OPENS INWARDS FOR MAINTENANCE PURPOSES.

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LARGER OSD ACCESS HATCHES. 1200 x 1200 OPENING. POSITION ABOVE TWL. TO BE FIRST ENTRY POINT INTO TANK PRIOR TO USE OF OTHER LOWER HATCHES. ENSURE HATCH IS WATERTIGHT & OPENS INWARDS FOR MAINTENANCE PURPOSES.

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1200 x 1200 MIN. GALVANIZED MESH PLATFORM TO FACILITATE TANK MAINTENANCE (TYP.)

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375OUTLET PIPE

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1200x1200 GRATED ACCESS COVER (TYP.)

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ADDITIONAL CLEARANCE

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100mm

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BASEMENT 01

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FFL 56.30

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TRASH SCREEN REFER TO DETAIL

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RL

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55.38

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SECTION

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OSD ACCESS HATCHES. 900 x 900 OPENING. ENSURE HATCH IS WATERTIGHT & OPENS INTO OSD TANK FOR MAINTENANCE PURPOSES.

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RL

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55.44

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1.478m

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1.478m

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1.478m

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55.58

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RL

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55.98

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2%

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2%

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RWT ACCESS HATCH. 900 x 900 OPENING. ENSURE HATCH IS WATERTIGHT & OPENS INWARDS FOR MAINTENANCE PURPOSES.

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TRASH SCREEN REFER TO DETAIL

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BASEMENT 02

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FFL 53.00

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1200 x 1200 MIN. GALVANIZED MESH PLATFORM TO FACILITATE TANK MAINTENANCE (TYP.)

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STEP IN OSD ROOF SLAB

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RL

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55.50

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100YR ORIFICE PLATE REFER TO DETAIL

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VER'D

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APP'D

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DATE

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DESCRIPTION

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CLIENT

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C. PASKE

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PROJECT

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JOB NUMBER

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DRAWING NUMBER

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0.0

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SCALE 1:

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1.0

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1.5

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2.0

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2.5m

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· ℄· ℄

STORMWATER MANAGEMENT

DEVICES AND OTHER DETAILS -

SHEET 02

03DAC03.02


Sydney


Ph (02) 9241 4188 Fax (02) 9241 4324


181363



GOOD LUCK PLAZA


BLACKTOWN

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GROUND FLOOR

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FFL 58.40

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RL

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58.20

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RL

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55.38

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RL

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55.50

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STEP IRONS TO BE PROVIDED UNDER ALL ACCESS POINTS IN ACCORDANCE WITH AUSTRALIAN STANDARDS, REFER TO DETAIL

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FOOTPATH

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RL 58.2 (NOM.)

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OSD ACCESS HATCHES. 900 x 900 OPENING. ENSURE HATCH IS WATERTIGHT & OPENS INWARDS FOR MAINTENANCE PURPOSES

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GALVANIZED MESH PLATFORM TO FACILITATE TANK MAINTENANCE.

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1.5YR TWL 56.715

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100YR TWL 57.22

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B

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03.01

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GROUND FLOOR

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FFL 55.90

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FFL 58.40

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FFL 53.00

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ADDITIONAL CLEARANCE

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100mm

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BOUNDARY LINE

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RL

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55.58

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SCALE 1:50

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STEP IRONS TO BE PROVIDED ON BOTH SIDES ON OSD WALL UNDER EVERY SIDE ACCESS HATCH

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TRASH SCREEN DETAIL

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NOT TO SCALE

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OFFICE PLATE (BEYOND)

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'MAXIMESH RH3030' OR APPROVED EQUAL

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HANDLE

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GALVANISED STEEL PLATE CLIP WELDED TO BASKET (TYPICAL BOTH SIDES)

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GALVANISED STEEL PLATE BRACKET FIXED TO WALL WITH 2 LOXINS TO SEAT CLIPS INTO

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STEP IRON DETAIL

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NOT TO SCALE

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STEP IRON OF 20mm GALVANISED STEEL MADE TO SHAPE AND DIMENSIONS AS SHOWN, PLACED AT 300 CENTRES AND STAGGERED HORIZONTALLY FOR ALL PITS DEEPER THAN 1.2m. THE USE OF PROPRIETARY STEP IRONS ARE ACCEPTABLE PROVIDED THE PRODUCT IS IN ACCORDANCE WITH AUSTRALIAN STANDARDS

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OUTLET

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ORIFICE PLATE DETAIL

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NOT TO SCALE

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1.5yr ORIFICE PLATE - 90 RL55.55 100yr ORIFICE PLATE - 176.5 RL55.4

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10x100 DYNABOLTS(4 OFF) OR APPROVED EQUAL

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3mm THICK STAINLESS STEEL PLATE

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OUTLET PIPE (BEYOND)

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ORIFICE PLATE OPENING DIAMETER

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COUNCIL DETAILS - BLACKTOWN CITY COUNCIL

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COMPONENT

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DWG REFERENCE

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DRAWING TITLE

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KERB AND GUTTER

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A(BS) 101M

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STD KERBS AND GUTTERS

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FOOTPATH

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A(BS) 103S

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STD INDUSTRIAL & COMMERICAL FOOTWAY CROSSING

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CONCRETE DRIVEWAY

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A(BS) 103S

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STD INDUSTRIAL & COMMERCIAL FOOTWAY CROSSINGS

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KERB RAMP

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A(BS) 104M

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PATH PAVING AT INTERSECTIONS AND KERB RAMP DETAILS

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KERB INLET PIT

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A(BS) 106M

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STANDARD GRATED GULLY PIT

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STANDARD DETAILS

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VER'D

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APP'D

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DATE

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ISSUED

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DESCRIPTION

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REVISION

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CLIENT

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C. PASKE

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Documents

GOOD LUCK PLAZA 5 - 19 GEORGE STREET, BLACKTOWN › files › assets › ...SITEWORKS PLAN - GROUND FLOOR. DAC02.0103 NOT FOR CONSTRUCTION. Sydney. Level 11 345 George Street, Sydney