Water Management Report Supermarket Development Corner of

Insync Services Pty Ltd Page 1 of 21 Revision A – Preliminary Issue

Water Management Report

Supermarket Development

Corner of Merimbola St & Bullara St,

Pambula, NSW


Client: Great Southern Developments Pty Ltd

Hydraulic & Fire Consultant: Insync Services Pty Ltd Suite 6.02, Level 6, 89 York Street, Sydney NSW 2000 (T) 02 9262 3400 (F) 02 9262 3422 Date: 18 September 2015 File: 20130059 Water Management Report.docx

Review and Approval Record: Rev Date Description of Release Prepared By Reviewed By Approved By A Preliminary Issue MH BL BL This document is and shall remain the property of Insync Services Pty Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the Terms of Engagement for the commission. Unauthorised use of this document in any form whatsoever is prohibited.


TABLE OF CONTENTS

1 EXECUTIVE SUMMARY ............................................................................................................................ 5 1.1 BACKGROUND ........................................................................................................................................................................ 5 1.2 WATER CONSUMPTION .............................................................................................................................................................. 5 1.3 DESCRIPTION ......................................................................................................................................................................... 6 2 INTRODUCTION ..................................................................................................................................... 7 2.1 BACKGROUND ........................................................................................................................................................................ 7 2.2 AIMS .................................................................................................................................................................................. 7 2.3 ESD TARGETS ....................................................................................................................................................................... 7 2.4 BRIEFING DOCUMENTS .............................................................................................................................................................. 7 3 BASE DESIGN DATA ............................................................................................................................... 8 3.1 LOCATION & DEVELOPMENT DESCRIPTION ........................................................................................................................................ 8 3.2 POPULATION DATA ................................................................................................................................................................... 9 3.3 FIXTURE USAGE DATA ............................................................................................................................................................... 9 3.4 FIXTURE WATER CONSUMPTION.................................................................................................................................................... 9 3.5 PROCESS WATER CONSUMPTION .................................................................................................................................................. 9 4 WATER SUPPLY OPTIONS ..................................................................................................................... 10 4.1 WATER QUALITY ................................................................................................................................................................... 10 4.2 POTABLE AUTHORITY MAINS WATER ............................................................................................................................................ 10 4.3 NON-POTABLE AUTHORITY MAINS WATER ...................................................................................................................................... 10 4.4 STORMWATER HARVESTING ...................................................................................................................................................... 11 4.4.1 RAINFALL DATA ................................................................................................................................................................. 12 4.4.2 CATCHMENT DATA .............................................................................................................................................................. 12 5 BASE CASE - WATER CONSUMPTION EVALUATION ................................................................................... 14 5.1 RETAIL AMENITY WATER REQUIREMENTS ....................................................................................................................................... 14 5.2 RETAIL TENANCY WATER REQUIREMENTS ...................................................................................................................................... 14 5.3 OUTDOOR WATER REQUIREMENTS .............................................................................................................................................. 15


5.4 TOTAL BASE BUILDING RETAIL WATER CONSUMPTION ......................................................................................................................... 16 6 WATER EFFICIENCY - WATER CONSUMPTION EVALUATION ........................................................................ 17 6.1 RETAIL AMENITY WATER REQUIREMENTS ....................................................................................................................................... 17 6.2 RETAIL TENANCY WATER REQUIREMENTS ...................................................................................................................................... 18 6.3 OUTDOOR WATER REQUIREMENTS .............................................................................................................................................. 18 6.4 TOTAL WATER EFFICIENCY WATER CONSUMPTION............................................................................................................................. 19 7 APPENDIX .......................................................................................................................................... 21 7.1 RAINFALL DATA .................................................................................................................................................................... 21 7.2 RAINWATER TANK SIZING CALCULATIONS ....................................................................................................................................... 21 7.3 WATER CONSUMPTION CALCULATIONS .......................................................................................................................................... 21


1 EXECUTIVE SUMMARY

1.1 Background The aim of this report is to provide an outline of the water management design initiatives that may be considered for this project with regard to hydraulic and wet fire services, and to identify the preferred option together with a recommendation for its inclusion in the project scope of works.

1.2 Water Consumption Potable water consumption has been estimated throughout the entire development for the base building case to be used as a benchmark against which to compare the efficiency of various potable water consumption reduction strategies that have been proposed. BASE BUILDING ASSESSMENT Water consumption estimates for the Base Building benchmark have been prepared with regard to the following base data;

• Water Closets – 3 Star WELS rated, having an average flush volume of 4 litres • Urinals – 3 Star WELS rated, having an average flush volume of 2 litres • Tapware – 3 Star WELS rated, having a flow rate of 9 litres/minute • Showers – 3 Star WELS rated, having a flow rate of 9 litres/minute

Category Water Consumption

(kL/week) Consumption Reduction

(kL/week) Alternative Water Supply

(kL/week) Total Water Saving

(%) Retail Amenities 2.272 0.000 0.000 0 Retail Tenancies 4.058 0.000 0.000 0 Irrigation 145.138 0.000 0.000 0 Totals 151.468 0.000 0.000 0

WATER EFFICIENCY ASSESSMENT Water consumption estimates for Water Efficiency Option have been prepared with regard to the following base data;

• Water Closets – 4 Star WELS rated, having an average flush volume of 3.5 litres • Urinals – 6 Star WELS rated, having an average flush volume of 1 litres • Tapware – 6 Star WELS rated, having a flow rate of 4.5 litres/minute


• Showers – 3 Star WELS rated, having a flow rate of 9 litres/minute • Irrigation – non-potable water supplied for 45% of total consumption

Category Water Consumption

(kL/week) Consumption Reduction

(kL/week) Alternative Water Supply

(kL/week) Total Water Saving

(%) Retail Amenities 1.743 0.530 0.000 23% Retail Tenancies 4.058 0.000 0.000 0% Irrigation 79.826 65.312 65.312 45% Totals 85.627 65.842 58.643 43%

1.3 Description The Water Efficiency option achieves a potable cold water consumption reduction of 43% when compared to the base case benchmark. The improvement in water efficiency is achieved via the installation of more water efficient fixtures and tapware, as well as the substitution of a non-potable water supply for landscape irrigation purposes. The non-potable water supply will be provided as described below;

• a 8kL rainwater storage tank. • a non-potable cold water service booster pump and filtration system. • a non-potable cold water reticulation system throughout the landscape.


2 INTRODUCTION 2.1 Background Great Southern Developments Pty Ltd (the Client), have commissioned Insync Services Pty Ltd (the Hydraulic & Wet Fire Consultant) to prepare a Water Management Report for the proposed supermarket development on the corner of Merimbola Street and Bullara, Pambula.

2.2 Aims The aim of this report is to provide an outline of the water management design initiatives that may be considered for this project with regard to hydraulic and wet fire services, and to identify the preferred option together with a recommendation for its inclusion in the project scope of works.

2.3 ESD Targets Environmentally Sustainable Development targets for this development have been adopted as detailed below; Development Minimum Code Requirement Project Target Retail Not Applicable Minimise potable cold water consumption in fixtures, fittings and landscape irrigation.

2.4 Briefing Documents The engineering elements considered in this report have based or taken into consideration the following documents:

• Architectural drawings prepared by Oztal Architects Pty Ltd.


3 BASE DESIGN DATA

3.1 Location & Development Description The proposed retail development is located on the corner of Argyle St and Lackey Road, Moss Vale The retail development has a total net lettable floor area of 920m2, generally distributed in accordance with the following allocations;

Category Area Supermarket 920m2 Retail 0m2 Liquor 0m2 TOTALS 920m2

Supermarket 100%

Area Schedule

Supermarket


3.2 Population Data Population data for the retail development has been calculated from the following assumptions; Population Retail Staff 1/50m2 Visitors 1/3m2

3.3 Fixture Usage Data Fixture usage data for the retail development has been calculated from the following assumptions; Population Water Closet Urinal Tapware

(20 seconds per use) Showers

(5 minutes per use) Male Staff 1 per day 2 per day 3 per day 0.2 per day Female Staff 3 per day 0 per day 3 per day 0.2 per day Male Visitors 0.2 per day 0.4 per day 0.6 per day 0 per day Female Visitors 0.6 per day 0 per day 0.6 per day 0 per day

3.4 Fixture Water Consumption Fixture water consumption for the retail development has been calculated from the following assumptions; Fixture 3 Star 4 Star 5 Star 6 Star Water Closet (L/flush) 4 3.5 3 2.5 Urinal (L/flush) 3 1.5 1 1 Tapware (L/min) 9 7.5 6 4.5 Showers (L/min) 9 7.5 6 6

3.5 Process Water Consumption Process water consumption for the retail development has been calculated from the following assumptions; Process Flow Rate Retail Tenancy 0.11L/m2/day Food Retail Tenancy 5.23L/m2/day Supermarket 0.23L/m2/day


4 Water Supply Options 4.1 Water Quality For the Base Case model, all of the water consumed within the development is potable water drawn from the local Authority potable water supply infrastructure. However, not all of the processes generating water consumption throughout the development require a water supply of potable quality (suitable for drinking). A summary of the water quality requirements for the various building uses detailed within this report is provided below; Building Use Water Quality Toilet Flushing Non-Potable Urinal Flushing Non-Potable Tapware Potable Showers Potable Irrigation Non-Potable Fire Services Potable The range of potential water supply options considered within this report are listed below;

• Potable Authority Mains Water (potable) • Non-Potable Authority Mains Water (non-potable) • Stormwater Harvesting (non-potable)

4.2 Potable Authority Mains Water Potable mains water is traditionally used to supply all of the water requirements within a building. It is of a quality suitable for drinking, and therefore exceeds the quality requirements of many water consuming processes within a building. Regardless of various water saving initiatives that may be employed within a development, a potable mains water connection will always be required to supply the potable water requirements of the building and to provide a back-up water supply to any non-potable water supplies sources.

4.3 Non-Potable Authority Mains Water Non-potable mains water is available in some locations and can be used to supply all of the non-potable water requirements within a building. It is of a quality unsuitable for drinking, and therefore requires careful planning regarding its application and integration into developments in order to avoid cross connections and potential contamination of any potable water supplies. Non-potable mains water cannot be considered for the supermarket development, as no such Authority supply exists.


4.4 Stormwater Harvesting Stormwater harvesting refers to the collection of stormwater from the developments internal stormwater drainage system. Stormwater from the stormwater drainage system can be classified as either rainwater, where the flow is from roof areas only or stormwater where the flow is from all areas of the development. For the purposes of this development we refer to a rainwater harvesting system, where the following benefits can be achieved over a stormwater harvesting system;

• Rainwater collected from roof areas is generally less polluted than general stormwater drainage. In general terms, the rainwater harvesting system will be an in-line tank for the collection and storage of rainwater. At times when the rainwater storage tank is full rainwater can pass through the tank and continue to be discharged via gravity into the stormwater drainage system. Rainwater from the storage tank will be pumped for distribution throughout the development in a dedicated non-potable water reticulation system. The collected rainwater is not classified in terms of water quality, but the use of rainwater for cooling tower make up water supply, toilet flushing and spray irrigation systems is recommended as safe practice by all Australian Health Departments. Rainwater falling on roofs is soft, clear and generally low in microbial and chemical contamination. The use of simple and cost effective rainwater collection and treatment systems ensures reliable operation and water quality for non-potable use. The objective of rainwater treatment is to maintain a high quality of water in the rainwater storage tank. A typical rainwater treatment process would include the following;

1. Primary treatment before water enters the storage tank via a first flush system. 2. Media filtration before to water enters the non-potable cold water reticulation system. 3. UV treatment before water enters the non-potable cold water reticulation system.

The use of rainwater harvesting reduces potable water demand within the development, and the amount of stormwater runoff generated by the development. By collecting the rainwater run-off from roof areas, rainwater tanks provide a valuable water source suitable for flushing toilets and landscape irrigation. Rainwater harvesting systems can be considered to have the following advantages;

• Collected rainwater is of high quality allowing for uses including toilet flushing, cooling tower make up and un-controlled irrigation. • Rainwater harvesting can provide a large reduction in potable water consumption. • Rainwater harvesting is well suited to buildings where the available roof footprint is large for collection of the rainwater. • Rainwater harvesting systems have a relatively low capital cost. • Rainwater harvesting systems do not require specialized maintenance.


Rainwater harvesting systems can be considered to have the following dis-advantages;

• Rainwater harvesting systems rely upon favorable climatic conditions. • Rainwater harvesting systems are relatively inflexible as they rely on gravity discharge from the roof collection point to the storage

tank. • Rainwater harvesting systems are relatively inefficient in terms of their spatial requirements due to the need to store larger

volumes of rainwater allowing for periods of little or no rainfall. • Rainwater harvesting systems require a potable cold water supply make up facility for periods when the storage has been

exhausted.

4.4.1 Rainfall Data

Rainfall data for the retail development has been sourced from the Bureau of Meteorology, specifically from the Merimbula Airport weather station (069147). A summary of the rainfall data is as follows; January Mean Rainfall 54.4mm February Mean Rainfall 93mm March Mean Rainfall 72.1mm April Mean Rainfall 74mm May Mean Rainfall 49.1mm June Mean Rainfall 69.4mm July Mean Rainfall 50.6mm August Mean Rainfall 49mm September Mean Rainfall 47.2mm October Mean Rainfall 56.7mm November Mean Rainfall 79.8mm December Mean Rainfall 59.4mm Mean Annual Rainfall 756.5mm Mean Rain Days > 1mm 71.1

4.4.2 Catchment Data

Catchment data for the retail development has been sourced from the architectural drawings prepared by Oztal Architects Pty Ltd. A summary of the catchment data is as follows; Total Roof Area 970 m2 Harvested Catchment 450 m2 Harvesting Ratio 46%


Run-off Coefficient 0.95 The total available rainfall harvesting supply with these parameters has been estimated at 6.2kL per week.


5 Base Case - Water Consumption Evaluation 5.1 Retail Amenity Water Requirements Base case retail amenity water consumption for the Retail development, has been modelled based upon following information;

• 7 days of building operation per week. • 3 Star WELS rated water closets, having an average volume per flush of 4 litres. • 3 Star WELS rated urinals, having an average volume per flush of 2 litres. • 3 Star WELS rated tapware, having a flow rate of 9.0 litres per minute. • 3 Star WELS rated showers, having a flow rate of 9.0 litres per minute.

A summary of the estimated base case retail amenity water consumption for the parameters listed above is as follows; Base Building Assessment Water Closet Urinal Tapware Showers Totals Area 920 920 920 920 920 Male - Staff 6 6 6 6 6 Female - Staff 6 6 6 6 6 Male - Visitor 0 0 0 0 0 Female - Staff 0 0 0 0 0 Fixture Efficiency 3 Star 3 Star 3 Star 3 Star Consumption Per Use (L) 4 2 3 45 Male - Staff - Consumption (L) 23 23 52 52 150 Female - Staff - Consumption (L) 69 0 52 52 173 Male - Visitor - Consumption (L) 0 0 1 0 1 Female - Visitor - Consumption (L) 1 0 1 0 1 Total Consumption (L/day) 93 23 105 104 325 Efficiency (L/m2/day) 0.10 0.03 0.11 0.11 0.35 Days Of operation Per Week 7 7 7 7 7 Total Consumption (kL/week) 0.652 0.163 0.733 0.725 2.272 The total base case retail amenity water consumption with these parameters has been estimated at 2.272kL per week throughout the development.

5.2 Retail Tenancy Water Requirements Retail tenant water consumption for the retail development, has been modelled based upon actual metered consumption data from similar retail centres. Specifically the base model has been developed upon following information;


• 7 days of building operation per week. • Non-food tenants having an average water consumption rate of 0.11kL/m2 per annum. • Food tenants having an average water consumption rate of 5.23kL/m2 per annum. • Supermarkets having an average water consumption rate of 0.23kL/m2 per annum. • Majors and Mini Majors having an average water consumption rate of 0.11kL/m2 per annum.

A summary of the estimated retail tenancy water consumption for the parameters listed above is as follows; Base Building Assessment Supermarket Food Specialty Specialty Totals Area 920 0 0 920 Consumption Rate 0.23 5.23 0.11 Total Consumption (L/day) 580 0 0 580 Efficiency (L/m2/day) 0.63 N/A N/A 0.63 Days Of operation Per Week 7 7 7 7 Total Consumption (kL/week) 4.058 0.000 0.000 4.058 The total retail tenant water consumption with these parameters has been estimated at 4.058kL per week throughout the development.

5.3 Outdoor Water Requirements Water consumption within each landscape irrigation system varies depending upon the nature of the irrigation system, species of planting, and the prevailing climate. For the Retail development, the base case outdoor water demand has been developed using following information;

• Irrigation area of approximately 780m2 • Irrigation rate 15mm/m2

A summary of the estimated irrigation water consumption for the parameters listed above is as follows; Base Building Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Totals Weeks 4.4 4.0 4.4 4.3 4.4 4.3 4.4 4.4 4.3 4.4 4.3 4.4 52.0 Applications 3 3 2 2 2 1 1 1 2 2 2 3 Area 780 780 780 780 780 780 780 780 780 780 780 780 Irrigation Rate 15 15 15 15 15 15 15 15 15 15 15 15 Requirement 198 180 132 129 132 65 66 66 129 132 129 198 Rainfall 54.4 93.0 72.1 74.0 49.1 69.4 50.6 49.0 47.2 56.7 79.8 59.4 754.7 Monthly 112.0 67.9 46.7 42.9 64.7 0.0 12.0 13.3 63.8 58.7 38.4 108.1 628.4 Weekly 25.5 17.0 10.6 10.0 14.7 0.0 2.7 3.0 14.8 13.3 8.9 24.6 145.1


The average base case outdoor water demand with these parameters has been estimated at 11.125kL per week throughout the development.

5.4 Total Base Building Retail Water Consumption Based on the estimated retail amenity water requirements of 2.272kL per week, the estimated retail tenancy water requirements of 4.058kL per week, and the estimated outdoor water requirements of 145.138kL per week, the total retail water consumption for this development will be 151.468kL per week.

Retail Amenities 1% Retail Tenancies

3%

Outdoor 96%

Base Case - Weekly Water Consumption (kL)

Retail Amenities

Retail Tenancies

Outdoor


6 Water Efficiency - Water Consumption Evaluation

6.1 Retail Amenity Water Requirements Water efficiency retail amenity water consumption for the retail development, has been modelled based upon following information;

• 7 days of building operation per week. • 4 Star WELS rated water closets, having an average volume per flush of 3.5 litres. • 6 Star WELS rated urinals, having an average volume per flush of 1 litre. • 6 Star WELS rated tapware, having a flow rate of 4.5 litres per minute. • 3 Star WELS rated showers, having a flow rate of 9.0 litres per minute.

A summary of the estimated water efficiency retail amenity water consumption for the parameters listed above is as follows; Efficiency Assessment Water Closet Urinal Tapware Showers Totals Area 920 920 920 920 0.8 Male - Staff 6 6 6 6 0 Female - Staff 6 6 6 6 0 Male - Visitor 0 0 0 0 0 Female - Staff 0 0 0 0 0 Fixture Efficiency 4 Star 6 Star 6 Star 3 Star Consumption Per Use (L) 3.5 1 1.5 45 Male - Staff - Consumption (L) 20 12 26 52 109 Female - Staff - Consumption (L) 60 0 26 52 138 Male - Visitor - Consumption (L) 0 0 0 0 1 Female - Visitor - Consumption (L) 1 0 0 0 1 Total Consumption (L/day) 81 12 52 104 249 Efficiency (L/m2/day) 0.09 0.01 0.06 0.11 311.22 Days Of operation Per Week 7 7 7 7 7 Weekly Consumption (kL/week) 0.570 0.081 0.367 0.725 1.743 Non-Potable Ratio 0% 0% 0% 0% Non-Potable Contribution (kL/week) 0.000 0.000 0.000 0.000 0.000 Total Consumption (kL/week) 0.570 0.081 0.367 0.725 1.743 The total water efficiency retail amenity water consumption with these parameters has been estimated at 1.743kL per week throughout the development.


6.2 Retail Tenancy Water Requirements Water efficiency retail tenant water consumption for the retail development, has been modelled based upon actual metered consumption data from similar retail centres. Specifically the base model has been developed upon following information;

• 7 days of building operation per week. • Non-food tenants having an average water consumption rate of 0.11kL/m2 per annum. • Food tenants having an average water consumption rate of 5.23kL/m2 per annum. • Supermarkets having an average water consumption rate of 0.23kL/m2 per annum. • Majors and Mini Majors having an average water consumption rate of 0.11kL/m2 per annum.

A summary of the estimated retail tenancy water consumption for the parameters listed above is as follows; Efficiency Assessment Supermarket Food Specialty Specialty Totals Area 920 0 0 920 Consumption Rate 0.23 5.23 0.11 Total Consumption (L/day) 580 0 0 580 Efficiency (L/m2/day) 0.63 N/A N/A 0.63 Days Of Operation Per Week 7 7 7 7 Weekly Consumption (kL/week)

4.058 0.000 0.000 4.058

The total water efficiency retail tenant water consumption with these parameters has been estimated at 4.058kL per week throughout the development.

6.3 Outdoor Water Requirements Water consumption within each landscape irrigation system varies depending upon the nature of the irrigation system, species of planting, and the prevailing climate. For the retail development, the water efficiency outdoor water demand has been developed using following information;

• Irrigation area of approximately 780m2 • Irrigation rate 15mm/m2

A summary of the estimated water efficiency irrigation water consumption for the parameters listed above is as follows;


Water Efficiency Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Totals Weeks 4.4 4.0 4.4 4.3 4.4 4.3 4.4 4.4 4.3 4.4 4.3 4.4 52.0 Applications 3 3 2 2 2 1 1 1 2 2 2 3 Area 780 780 780 780 780 780 780 780 780 780 780 780 Irrigation Rate 15 15 15 15 15 15 15 15 15 15 15 15 Requirement 198 180 132 129 132 65 66 66 129 132 129 198 Rainfall 54.4 93.0 72.1 74.0 49.1 69.4 50.6 49.0 47.2 56.7 79.8 59.4 754.7 Monthly 112.00

8 67.860 46.722 42.900 64.662 0.000 12.012 13.260 63.804 58.734 38.376 108.10

8 628.446

Weekly Consumption (kL/week)

25.456 16.965 10.619 9.977 14.696 0.000 2.730 3.014 14.838 13.349 8.925 24.570 145.138

Non-Potable Ratio 45% 45% 45% 45% 45% 45% 45% 45% 45% 45% 45% 45% Non-Potable Contribution (kL/week)

11.455 7.634 4.778 4.490 6.613 0.000 1.229 1.356 6.677 6.007 4.016 11.057 65.312

Total Consumption (kL/week)

14.001 9.331 5.840 5.487 8.083 0.000 1.502 1.658 8.161 7.342 4.909 13.514 79.826

The average water efficiency outdoor water demand with these parameters has been estimated at 79.826kL per week throughout the development.

6.4 Total Water Efficiency Water Consumption Based on the estimated retail amenity water requirements of 1.743kL per week, the estimated retail tenancy water requirements of 4.058kL per week, and the estimated outdoor water requirements of 79.862kL per week, the total retail water consumption for this development will be 85.627kL per week.


Retail Amenities 2%

Retail Tenancies 4%

Outdoor 94%

Water Efficiency - Weekly Water Consumption (kL)

Retail Amenities

Retail Tenancies

Outdoor


7 Appendix 7.1 Rainfall Data

7.2 Rainwater Tank Sizing Calculations 7.3 Water Consumption Calculations

View: Main statistics All available Period:

red = highest value blue = lowest value

Text size: Normal Large

Statistics Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Years

Temperature

Mean maximum temperature (°C) 24.7 24.6 23.5 21.5 19.1 16.8 16.5 17.4 19.5 20.5 21.5 23.1 20.7 1819982015

Mean minimum temperature (°C) 15.1 15.2 13.3 10.9 7.6 5.6 4.1 4.8 6.8 8.8 11.8 13.5 9.8 1819982015

Rainfall

Mean rainfall (mm) 54.4 93.0 72.1 74.0 49.1 69.4 50.6 49.0 47.2 56.7 79.8 59.4 756.5 1719982015

Decile 5 (median) rainfall (mm) 44.6 73.9 44.9 64.4 29.8 46.5 41.0 33.6 26.0 62.8 74.4 43.5 749.3 1719982015

Mean number of days of rain ≥ 1 mm 6.5 6.1 5.5 6.2 3.9 5.9 4.2 5.1 6.2 7.2 7.8 6.5 71.1 1719982015

Other daily elements

Mean daily sunshine (hours)

Mean number of clear days

Mean number of cloudy days

9 am conditions

Mean 9am temperature (°C) 20.4 19.9 17.9 17.1 13.6 10.7 10.1 11.7 14.8 16.5 17.6 19.3 15.8 1319982010

Mean 9am relative humidity (%) 70 73 76 70 74 78 76 69 63 62 68 65 70 1319982010

Mean 9am wind speed (km/h) 10.0 8.1 6.7 7.8 7.6 7.8 7.8 8.6 9.7 11.2 11.1 11.6 9.0 1219982010

3 pm conditions

Mean 3pm temperature (°C) 22.8 22.9 22.0 19.9 17.4 15.4 14.9 15.7 17.2 17.9 19.4 21.2 18.9 1319982010

Mean 3pm relative humidity (%) 65 64 62 61 60 60 58 55 58 61 65 63 61 1319982010

Mean 3pm wind speed (km/h) 20.1 19.1 17.6 15.1 13.6 12.4 13.6 16.1 18.3 18.9 19.4 19.6 17.0 1219982010

Monthly statistics are only included if there are more than 10 years of data. The number of years (provided in the 2nd last column of the table) may differ between elements if the observing program at the site changed. More detailed data for individual sites can be obtained by contacting the Bureau.

Related Links

This page URL: http://www.bom.gov.au/climate/averages/tables/cw_069147.shtml

About climate averages: http://www.bom.gov.au/climate/cdo/about/about-stats.shtml

Bureau of Meteorology website: http://www.bom.gov.au

Page created: Thu 17 Sep 2015 00:52:06 AM EST

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Monthly climate statistics

All years of record

30 year period not available

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Elevation - metres

Site information

Site name: MERIMBULA AIRPORT AWS Site number: 069147Latitude: 36.91 °S Longitude: 149.90 °EElevation: 2 mCommenced: 1998 Status: Open Latest available data: 16 Sep 2015

Additional information

Additional site information

Nearest alternative sites

1. 069093 MERIMBULA AIRPORT COMPARISON (0.4km)2. 069002 BEGA (NEWTOWN ROAD) (24.8km)3. 069139 BEGA AWS (27.0km)

Page 1 of 1Climate statistics for Australian locations

17/09/2015http://www.bom.gov.au/climate/averages/tables/cw_069147.shtml

20150018 Water Efficiency Assessment.xlsx DESIGN DATA 18/09/2015

INSYNC SERVICES PTY LTD PAGE 1 OF 5

Project: Retail DevelopmentAddress: Corner of Merimbola and Bullara RdClient: Great Southern Developments Pty LtdEngineer: Max HoughRevision: A

AREA SCHEDULE

Category AreaSupermarket 920Retail 0Mini-Major 0Liquor 0Total Area 920

POPULATION SCHEDULE (BUILDING AREA PER OCCUPANT)

Occupants Retail LiquorStaff 80 4Visitors 1333.3 66.6

FIXTURE USAGE SCHEDULE (NUMBER OF USES PER DAY PER OCCUPANT)

Occupants Water Closet Urinal Tapware ShowersMale Staff 1 2 3 0.2Female Staff 3 0 3 0.2Male Visitors 0.2 0.4 0.6 0Female Visitors 0.6 0 0.6 0

FIXTURE WATER CONSUMPTION (LITRES PER USE)

Occupants Water Closet Urinal Tapware (20 seconds) Showers (5 minutes)3 Star 4 2 3 454 Star 3.5 1.5 2.5 37.55 Star 3 1 2 306 Star 2.5 1 1.5 30

20150018 Water Efficiency Assessment.xlsx CONSUMPTION SUMMARY 18/09/2015



WATER CONSUMPTION SUMMARY

Category Base Building (kL/week) Water Efficiency (kL/week) Consumption Saving (kL/week) Non-Potable Saving (kL/week) Reduction (%)Retail Amenities 2.272 1.743 0.530 0.000 23%Retail Tenancies 4.058 4.058 0.000 0.000 0%Irrigation 145.138 79.826 65.312 0.000 45%Totals 151.468 85.627 65.842 0.000 43%

20150018 Water Efficiency Assessment.xlsx RETAIL AMENITIES 18/09/2015



Base Building Assessment Water Closet Urinal Tapware Showers TotalsArea 920 920 920 920 920Male - Staff 6 6 6 6 6Female - Staff 6 6 6 6 6Male - Visitor 0 0 0 0 0Female - Staff 0 0 0 0 0Fixture Efficiency 3 Star 3 Star 3 Star 3 StarConsumption Per Use (L) 4 2 3 45Male - Staff - Consumption (L) 23 23 52 52 150Female - Staff - Consumption (L) 69 0 52 52 173Male - Visitor - Consumption (L) 0 0 1 0 1Female - Visitor - Consumption (L) 1 0 1 0 1Total Consumption (L/day) 93 23 105 104 325Efficiency (L/m2/day) 0.10 0.03 0.11 0.11 0.35Days Of operation Per Week 7 7 7 7 7Total Consumption (kL/week) 0.652 0.163 0.733 0.725 2.272

Efficiency Assesssment Water Closet Urinal Tapware Showers TotalsArea 920 920 920 920 0.8Male - Staff 6 6 6 6 0Female - Staff 6 6 6 6 0Male - Visitor 0 0 0 0 0Female - Staff 0 0 0 0 0Fixture Efficiency 4 Star 6 Star 6 Star 3 StarConsumption Per Use (L) 3.5 1 1.5 45Male - Staff - Consumption (L) 20 12 26 52 109Female - Staff - Consumption (L) 60 0 26 52 138Male - Visitor - Consumption (L) 0 0 0 0 1Female - Visitor - Consumption (L) 1 0 0 0 1Total Consumption (L/day) 81 12 52 104 249Efficiency (L/m2/day) 0.09 0.01 0.06 0.11 311.22Days Of operation Per Week 7 7 7 7 7Weekly Consumption (kL/week) 0.570 0.081 0.367 0.725 1.743Non-Potable Ratio 0% 0% 0% 0%Non-Potable Contribution (kL/week) 0.000 0.000 0.000 0.000 0.000Total Consumption (kL/week) 0.570 0.081 0.367 0.725 1.743

20150018 Water Efficiency Assessment.xlsx RETAIL TENANCIES 18/09/2015



Base Building Assessment Supermarket Food Specialty Specialty TotalsArea 920 0 0 920Consumption Rate 0.23 5.23 0.11Total Consumption (L/day) 580 0 0 580Efficiency (L/m2/day) 0.63 #DIV/0! #DIV/0! 0.63Days Of operation Per Week 7 7 7 7Total Consumption (kL/week) 4.058 0.000 0.000 4.058

Efficiency Assessment Supermarket Food Specialty Specialty TotalsArea 920 0 0 920Consumption Rate 0.23 5.23 0.11Total Consumption (L/day) 580 0 0 580Efficiency (L/m2/day) 0.63 #DIV/0! #DIV/0! 0.63Days Of Operation Per Week 7 7 7 7Weekly Consumption (kL/week) 4.058 0.000 0.000 4.058

20150018 Water Efficiency Assessment.xlsx IRRIGATION 18/09/2015



Base Building January February Macrh April May June July August September October November December TotalsWeeks 4.4 4.0 4.4 4.3 4.4 4.3 4.4 4.4 4.3 4.4 4.3 4.4 52.0Applications 3 3 2 2 2 1 1 1 2 2 2 3Area 780 780 780 780 780 780 780 780 780 780 780 780Irrigation Rate 15 15 15 15 15 15 15 15 15 15 15 15Requirement 198 180 132 129 132 65 66 66 129 132 129 198Rainfall 54.4 93.0 72.1 74.0 49.1 69.4 50.6 49.0 47.2 56.7 79.8 59.4 754.7Monthly 112.0 67.9 46.7 42.9 64.7 0.0 12.0 13.3 63.8 58.7 38.4 108.1 628.4Weekly 25.5 17.0 10.6 10.0 14.7 0.0 2.7 3.0 14.8 13.3 8.9 24.6 145.1

Water Efficiency January February Macrh April May June July August September October November December TotalsWeeks 4.4 4.0 4.4 4.3 4.4 4.3 4.4 4.4 4.3 4.4 4.3 4.4 52.0Applications 3 3 2 2 2 1 1 1 2 2 2 3Area 780 780 780 780 780 780 780 780 780 780 780 780Irrigation Rate 15 15 15 15 15 15 15 15 15 15 15 15Requirement 198 180 132 129 132 65 66 66 129 132 129 198Rainfall 54.4 93.0 72.1 74.0 49.1 69.4 50.6 49.0 47.2 56.7 79.8 59.4 754.7Monthly 112.008 67.860 46.722 42.900 64.662 0.000 12.012 13.260 63.804 58.734 38.376 108.108 628.446Weekly Consumption (kL/week) 25.456 16.965 10.619 9.977 14.696 0.000 2.730 3.014 14.838 13.349 8.925 24.570 145.138Non-Potable Ratio 45% 45% 45% 45% 45% 45% 45% 45% 45% 45% 45% 45%Non-Potable Contribution (kL/week) 11.455 7.634 4.778 4.490 6.613 0.000 1.229 1.356 6.677 6.007 4.016 11.057 65.312Total Consumption (kL/week) 14.001 9.331 5.840 5.487 8.083 0.000 1.502 1.658 8.161 7.342 4.909 13.514 79.826

20150018 Rainwater Tank Sizing.xlsx Summary Data 18/09/2015

Insync Services Pty Ltd Page 1 Of 8

Project: Supermarket Development, PambulaProject Number: 20150018Date: 17/09/2015Engineer: Max Hough

Actual Water Consumption Indoor Water (kL) Outdoor Water (kL) Heat Rjection Water (kL) Total Water (kL)January 0.000 112.008 0.000 112.008February 0.000 67.860 0.000 67.860March 0.000 46.722 0.000 46.722April 0.000 42.900 0.000 42.900May 0.000 64.662 0.000 64.662June 0.000 0.000 0.000 0.000July 0.000 12.012 0.000 12.012August 0.000 13.260 0.000 13.260September 0.000 63.804 0.000 63.804October 0.000 58.734 0.000 58.734November 0.000 38.376 0.000 38.376December 0.000 108.108 0.000 108.108Total Water Consumption 0.000 628.446 0.000 628.446

Rainfall Data Average Rainfall (mm) Rain Days>1mm Average Storm (mm) WeeksJanuary 54.4 6.5 8.4 4.4February 93.0 6.1 15.2 4March 72.1 5.5 13.1 4.4April 74.0 6.2 11.9 4.3May 49.1 3.9 12.6 4.4June 69.8 5.9 11.8 4.3July 50.6 4.2 12.0 4.4August 49.0 5.1 9.6 4.4September 47.2 6.2 7.6 4.3October 56.7 7.2 7.9 4.4November 79.8 7.8 10.2 4.3December 59.4 6.5 9.1 4.4Annual 756.5 70.0 15.2 52

Building DataTotal Site Area (m2) 2555Total Roof Area (m2) 970Harvestable Catchment (%) 46%Harvestable Catchment (m2) 450Run-Off Coefficient 0.95

Tank Sizes Minimum Option 1 Option 2 MaximumTank Size (L) 6.518 16.457 26.396 39.758Weekly Collection (kL) 6.208 6.208 6.208 6.208Weekly Contribution (kL) 5.426 5.618 5.809 6.066Weekly Overflow (kL) 0.781 0.590 0.399 0.142Annual Potable Cold Water Top Up (kL) 346.270 336.330 326.391 313.030Annual Rainwater Contirbution 44.9% 46.5% 48.1% 50.2%Rainwater Available Per Day (kL) 0.104 0.108 0.112 0.117


Location Weekly Potable Consumption (kL) Weekly Non-Potable Consumption (kL)Retail Amenities 1.743 0.000Retail Tenancies 4.058 0.000Totals 5.801 0.000

Month Weeks Per Month Monthly Potable Consumption (kL) Monthly Non-Potable Consumption (kL) Monthly Totals (kL)January 4.4 25.524 0.000 25.524February 4 23.203 0.000 23.203March 4.4 25.524 0.000 25.524April 4.3 24.944 0.000 24.944May 4.4 25.524 0.000 25.524June 4.3 24.944 0.000 24.944July 4.4 25.524 0.000 25.524August 4.4 25.524 0.000 25.524September 4.3 24.944 0.000 24.944October 4.4 25.524 0.000 25.524November 4.3 24.944 0.000 24.944December 4.4 25.524 0.000 25.524Totals 52 301.6 0.0 301.643

0.000

5.000

10.000

15.000

20.000

25.000

30.000

January February March April May June July August September October November December

Indoor Water Consumption Analysis

Monthly Potable Consumption (kL)

Monthly Non-Potable Consumption (kL)


Month Weeks Per Month Applications Per Week Irrigation Rate Requirement Rainfall Irrigation Area Monthly Consumption (kL) Weekly Consumption (kL)January 4.4 3.0 15 198 54.4 780 112.008 25.456February 4 3.0 15 180 93.0 780 67.860 16.965March 4.4 2.0 15 132 72.1 780 46.722 10.619April 4.3 2.0 15 129 74.0 780 42.900 9.977May 4.4 2.0 15 132 49.1 780 64.662 14.696June 4.3 1.0 15 65 69.8 780 0.000 0.000July 4.4 1.0 15 66 50.6 780 12.012 2.730August 4.4 1.0 15 66 49.0 780 13.260 3.014September 4.3 2.0 15 129 47.2 780 63.804 14.838October 4.4 2.0 15 132 56.7 780 58.734 13.349November 4.3 2.0 15 129 79.8 780 38.376 8.925December 4.4 3.0 15 198 59.4 780 108.108 24.570Totals 52 628.446 145.138

0.000

20.000

40.000

60.000

80.000

100.000

120.000


Outdoor Water Consumption Analysis

Monthly Consumption (kL)


Monthly Water Balance Rainfall Collection (kL) Indoor Consumption (kL) Outdoor Consumption (kL) Heat Rejection Consumption (kL) Total Consumption (kL)January 23.256 0.0 112.0 0.000 112.008February 39.7575 0.0 67.9 0.000 67.860March 30.82275 0.0 46.7 0.000 46.722April 31.635 0.0 42.9 0.000 42.900May 20.99025 0.0 64.7 0.000 64.662June 29.8395 0.0 0.0 0.000 0.000July 21.6315 0.0 12.0 0.000 12.012August 20.9475 0.0 13.3 0.000 13.260September 20.178 0.0 63.8 0.000 63.804October 24.23925 0.0 58.7 0.000 58.734November 34.1145 0.0 38.4 0.000 38.376December 25.3935 0.0 108.1 0.000 108.108Totals 322.80525 0 628 0.000 628.446

0.0

20.0

40.0

60.0

80.0

100.0

120.0


Non-Potable Water Consumption Analysis

Heat Rejection Consumption (kL)

Outdoor Consumption (kL)

Indoor Consumption (kL)


Minimum Tank Size (m3) 6.518

Month Monthly Collection (kL) Monthly Consumption (kL) Monthly Balance (kL) Tank Storage Level (kL) Tank Overflow (kL) Potable Top Up (kL)January 23.256 112.0 -88.8 0.000 0.000 88.752February 39.7575 67.9 -28.1 0.000 0.000 28.1025March 30.82275 46.7 -15.9 0.000 0.000 15.89925April 31.635 42.9 -11.3 0.000 0.000 11.265May 20.99025 64.7 -43.7 0.000 0.000 43.67175June 29.8395 0.0 29.8 6.518 23.322 0July 21.6315 12.0 9.6 6.518 9.620 0August 20.9475 13.3 7.7 6.518 7.688 0September 20.178 63.8 -43.6 0.000 0.000 37.10837705October 24.23925 58.7 -34.5 0.000 0.000 34.49475November 34.1145 38.4 -4.3 0.000 0.000 4.2615December 25.3935 108.1 -82.7 0.000 0.000 82.7145Totals 322.80525 628.446 40.629 346.269627

Rainwater Contribution 44.9%

0%10%20%30%40%50%60%70%80%90%

100%


Non-Potable Water Supply Analysis

Potable Top Up (kL)

Tank Storage Level (kL)

Monthly Collection (kL)


Option 1 Tank Size (m3) 16.457



0%10%20%30%40%50%60%70%80%90%

100%



Potable Top Up (kL)




Option 2 Tank Size (m3) 26.396



0%10%20%30%40%50%60%70%80%90%

100%



Potable Top Up (kL)




Maximum Tank Size (m3) 39.758



0%10%20%30%40%50%60%70%80%90%

100%



Potable Top Up (kL)



FIRST FLOOR DICKSON SQUARE DICKSON PH: (02) 6257 3488GPO BOX 2170 CANBERRA CITY ACT 2601 FAX: (02) 6257 3385

LEVEL 2 621 PACIFIC HIGHWAY PH: (02) 9906 1922St LEONARDS NSW 2065 FAX: (02) 9439 0255A R C H I T E C T S

O Z T A L

DRAWING INDEX:DWG No: DESCRIPTION: SCALE:

DWG NO:DATE:PROJECT NO:ISSUED FOR:

AC AIR-CONDITIONING UNITAD/H ADAPTABLE HOUSINGBED BEDROOMbrm BROOM CUPBOARDCSD CAVITY SLIDING DOORCL CENTRE LINECTS CENTRESCL CEILING LEVELcupb CUPBOARDD DOORdp DOWN PIPEMB ELECTRICAL METRE BOXENS ENSUITEeql EQUALFFL FINISHED FLOOR LEVELFHR FIRE HOSE REALFH FIRE HYDRANTFL FLOOR LEVELF FRIDGEGFA GROSS FLOOR AREAGL GROUND LINEht HOT PLATELDRY LAUNDRY

lin LINEN CUPBOARDNGL NATURAL GROUND LINEP PANRTYPWR POWDER ROOMPOS PRIVATE OPEN SPACERWT RAIN WATER TANKRFL REDUCED FLOOR LEVELSD SLIDING DOORS STOREst STOVES.U. SURVEILLANCE UNITV VISITOR CARPARKWIR WALK IN ROBEWMO WALL MOUNTED OVENrobe WARDROBEWM WASHING MACHINEWC WATER CLOSETW WINDOWFHSD FULL HIEGHT SLIDING DOORSH SHEVLES

KEY:

Great Southern Developments

Proposed Supermarket Lot 11 DP 835239 Pambula NSW

03.09.15A000

Development Application15868

A000 Cover SheetA001 Site AnalysisA002 Sub-Division Design ConceptA003 Site PlanA100 Floor PlanA101 Roof PlanA200 ElevationsA201 Colour / Material SelectionsA202 StreetscapeA300 SectionsA400 Fire Hydrant Pump Room

2

D P 8 3 5 2 3 9

D P 5 6 8 2 01

D P

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7

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4

1.51.5

2

2.5

3

3.5

4

EDGE

BIT U

MEN

SEWER

SEWER

SEWER SEWER

SEWER

SEWER

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

SEWERMANHOLE

800∅

R.C.

P IPE

S

EDGE BITUMEN

SEWERPUMPINGSTATION

APPROXIMATE BOUNDARY

BOUN

DARY

A PP R

O XI MA T

E

8 00∅

R.C.

P IPE

SEWERMANHOLE

B U L L A R A S T R E E T

2.49

2.43

2.20

2.56 2.2

4

1.962.16

2.52

1.91

1.74

1.40

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.67

2.93

2.49

3.07

3.37

4.11

3.55

3.02

2.34

2.96

2.73

2.74

3.35

3.42

3.20

3.37

1.89

0 5 10 20

Bar Scale (Metres)

50

Overall Site

LEGEND

CLIENT:DRAWING TITLE:

DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:

FIRST FLOOR DICKSONDICKSON SQUAREGPO BOX 2170 CANBERRACITY ACT 2601PH: (02) 6257 3488FAX: (02) 6257 3385LEVEL 2 621 PACIFICHIGHWAYSt LEONARDS NSW2065PH: (02) 9906 1922FAX: (02) 9439 0255

REPRODUCTION OF THIS WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OFCOPYRIGHT THE INFORMATION, IDEAS AND CONCEPT CONTAINED IN THIS DOCUMENT ARE CONFIDENTIALTHE RECIPIENT(s) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEASAND CONCEPTS TO ANY PERSON WITHOUT THE PRIOR WRITTEN CONCENT OF THE COPYRIGHT HOLDER

C COPYRIGHT

Rev DATE:DESCRIPTION: BY:

DWG No:

PROJECT NAME:PROJECT ADDRESS:

NOMINATED ARCHITECT:NICK PELLENSW REGISTRATION NO:5628

A R C H I T E C T S

O Z T A L 1 : 500

G:\15868 Great Southern Devl Pambula Supermarket, Cnr Merimbula nad Bullara St Pambula\D1.1 Development Application\15868_DA.rvt

Great SouthernDevelopments

Site Analysis

NP,DK/DK03.09.15

A001DevelopmentApplication

15868

Proposed Supermarket Lot 11 DP 835239 PambulaNSW

NORTH

Location PlanNTS

- Proposed Site

PRECINCT 2 - MIXED RESIDENTIAL / COMMERCIALZONE: B2 LOCAL CENTRE

AREA ANALYSISEXISTING SITE AREA: 10013.78m²PROPOSED LOT A AREA: 7019.24m²PROPOSED LOT B - SUPERMARKET AREA: 2994.54m²SUPERMARKET GFA: 919.97m²

CARPARKING ANALYSIS

REQUIRED1 PARKING SPACE PER 25M2 GROSS FLOOR AREA GROUNDFLOOR FOR COMMERCIAL PREMISES - INCLUDING BUSINESS,OFFICE AND RETAIL PREMISES.REQUIRED - 37 CAR SPACES

OF THE CAR PARKING SPACES PROVIDED 1 DISABLED PERSONSSPACE IS TO BE PROVIDED PER DEVELOPMENT, PLUS 1 PER 25SPACES DESIGNED IN ACCORDANCE WITH THEAUSTRALIAN STANDARD 2890.6

PROVIDED37 CAR SPACES INCLUDING 3 DISABLED CAR SPACES.BICYCLE PARKING - N/A

LANDSCAPE AREAPROPOSED LANDSCAPE: 116.43m²

Proposed Supermarket

New Lot created forsupermarket

New lot boundary line

New lot boundary line

@A1

Proposed Lot A

Vacant Land

Proposed Lot B

Vacant Land

Pambula Wetlands

Commercial

2

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D P 5 6 8 2 01

D P

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1.51.5

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BIT U

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SEWER

SEWER SEWER

SEWER

SEWER

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

SEWERMANHOLE

800∅

R.C.

P IPE

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SEWERPUMPINGSTATION


BOUN

DARY

A PP R

O XI MA T

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8 00∅

R.C.

P IPE

SEWERMANHOLE


2.49

2.43

2.20

2.56 2.2

4

1.962.16

2.52

1.91

1.74

1.40

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.67

2.93

2.49

3.07

3.37

4.11

3.55

3.02

2.34

2.96

2.73

2.74

3.35

3.42

3.20

3.37

1.89

2

D P 8 3 5 2 3 9

D P 5 6 8 2 01

D P

5

7

3

0

2

7

11

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1.51.5

2

2.5

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BIT U

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SEWER

SEWER

SEWER SEWER

SEWER

SEWER

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

SEWERMANHOLE

800∅

R.C.

P IPE

S

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SEWERPUMPINGSTATION


BOUN

DARY

A PP R

O XI MA T

E

8 00∅

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P IPE

SEWERMANHOLE


2.49

2.43

2.20

2.56 2.2

4

1.962.16

2.52

1.91

1.74

1.40

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.67

2.93

2.49

3.07

3.37

4.11

3.55

3.02

2.34

2.96

2.73

2.74

3.35

3.423.2

0

3.37

1.89

0 5 10 20

Bar Scale (Metres)

50 0 5 10 20

Bar Scale (Metres)

50

Potential Built Form

Potential Parking

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A LAs indicated



Sub-Division DesignConcept

NP,DK/DK03.09.15


15868


NORTH

SCALE1:500@A1

Sub-Division Design Concept

ProposedSupermarket

SITE AREA: 4636.06m²

SITE AREA:2383.18m²


Sub-Division Design Concept 2

SITE AREA: 2487.82m²


ProposedSupermarketSITE AREA:

2994.54m²

SCALE1:500@A1

D P 8 3 5 2 3 9

D P

5

7

3

0

7

11

CNR MERIMLOT 11 DP

M E

R I M

B O

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E T

CADDEY SEARL ANDJARMAN PROJECT:

CONTOUR AOFCONSULTING SURVEYORS AND

VALUERS

4

1.5

1.5

2

2.5

DRAWN:DESIGN:

EGAALLEYAMBULA

MBSHEETDESCRIPTION:

EDGE

SEWER

SEWER

SEWER SEWER

SEWER

SEWER

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

SEWERMANHOLE

800 ∅

R .C.

PIPE

S

EDGE BITUMEN

SEWERPUMPINGSTATION

APPR

OXIMAT

E

800 ∅

R .C.

PIPEB U L L A R A S T R E E T

2.49

2.43

2.20

2.56 2.2

4

1.962.16

2.52

1.91

1.74

1.40

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.192.67

2.96

1.89

1000

37 ParkingSpaces

Trol

ley

Bay

RL. 3840

ProposedSupermarket

Area: 919.97m²

22810

2500

998

8998

1705

5

1.

2.

3.

1:20

SharedSpace

4.

5.

6.

7.

8.

9.

10. 11. 12. 13. 14. 15. 17.16. 18. 19. 20. 21. 22. 23. 24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

waste zone

Service &BOH

0 5 10 20

Bar Scale (Metres)

retaining wall as percivil documentation

Bicycle Parking -min. 5 spaces

Delivery truck sweep path &ramp as per Traffic and CivilConsultants documentation.

grat

ed su

mp

RL. 3

.550

sump to hydraulicengineers detail

Oxide coloured concretewith a broomed finish

Refer to Civil Engineersdocumentation for carparkand road RL's & surfacetreatment

54.8

91

RL. 3

.800




55.0

00

54.500

54.500

2.0m

2.0m

2.5m

3.0m

Proposed Boundary

Prop

osed

Bou

ndar

y

SharedSpace

proposedlandscape designas per LandscapeConsultantsdocumentation.

Underground OSD - referto engineers detail

Sumps and the like tocivil engineers

documentation

RL3.55(BK)

*

RL3.55(BK)*

RL3.50*

*

*

RL3.55(BK)RL3.70(TK)

RL3.55(BK)RL3.70(TK) RL3.625(TK)

RL3.475(BK)

*

Refer to Civil Engineersdocumentation for drivewaycrossover and RL's

Refer to Civil Engineersdocumentation for drivewaycrossover and RL's

RL3.70

RL3.70

Fire Hydrant PumpRoom as perHydraulic Consultantsdocumentation.

200

1243

8

Path with 1:20max gradient

Steps in landscapeas per Landscape

Consultantsdocumentation.

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L 1 : 200



Site Plan

NP,DK/DK03.09.15


15868


Site Plan.

NORTH



CARPARKING ANALYSIS





THIS DRAWING SHALL BE READ IN CONJUNCTION WITH CONSULTANTS DOCUMENTATION.

ALL MATERIALS AND FINISHES SHALL BE APPROVED BY THE OWNERS.VARIATIONS TO PLAN AND SPECIFICATION SHALL NOT BE MADE WITHOUT THE CONSENT OF THEOWNERS.ALL DIMENSIONS SHALL BE VERIFIED ON SITE.ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE BCA.DO NOT SCALE OFF DRAWINGS.FIRE PRECAUTIONS DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION ECLAUSEE1.6 OF THE BCA.PROVIDE PORTABLE FIRE EXTINGUISHES IN ACCORDANCE WITH SECTION E CLAUSE E1.6 OF THEBCA.FIRE EXTINGUISHERS SHALL COMPLY WITH AS 2444.ALL MATERIALS AND ASSEMBLIES SHALL COMPLY WITH C1.10 OF THE BCA.ALL WET AREA FLOORS SHALL BE GRADED AND DRAINED TO FLOOR WASTES TO PLUMBINGCODES AND THE BCA.PROVIDE IMPERVIOUS WALL TO FLOOR JOINT TO THE PERIMETER OF ALL WET AREASWATERPROOFING SHALL COMPLY WITH C1. F1.7 OF THE BCA.CONFIRM LOCATION OF ALL SERVICES PRIOR TO CONSTRUCTION

EGRESS.REQUIRED PATHS OF EXIT BE IN ACCORDANCE WITH PART D1.6 OF THE BCA THEUN-OBSTURCTED HEIGHT MUST BE NO LESS THEN 2.0M EXCEPT AT DOORWAYS WHERE THEHEIGHT MAY BE REDUCED TO 1.98M. THE UNOBSTRUCTED WIDTH OF EACH EXIT OR PATH OFTRAVEL TO AN EXIT, EXCEPT AT DOORWAYS MUST BE 1.0M MINIMUM.

REQUIRED EXIT SIGNS SHALL BE IN ACCORDANCE WITH PART E4 OF THE BCAPROVIDE EMERGENCY ILLUMINATED EXIT SIGNS TO REQUIRED EXITS TO AS 2293.1

EXITS MUST NOT BE BLOCKED AT THE POINT OF DISCHARGE, AND WHERE NECESSARY SUITABLEBARRIERS MUST BE PROVIDED TO PREVENT VEHICLES FROM BLOCKING EXITS

OPERATION OF LATCHES MUST BE IN ACCORDANCE WITH PART D2.1 OF THE BCAA REQUIRED EXIT DOOR MUST BE READILY OPENABLE WITHOUT A KEY FROM THE SIDE THATFACES THE PERSON SEEKING EGRESS BY A SINGLE HAND DOWNWARD ACTION OR PUSHINGACTION ON A SINGLE DEVICE WHICH IS LOCATED BETWEEN 900MM AND 1200MM FROM THEFLOOR

LIGHTINGINSTALL EMERGENCY LIGHTING IN ACCORDANCE WITH AS 2293.1 AND PART E4.2 OF THE BCAINCLUDING DIRECTIONAL SIGNAGE (NOT SHOWN ON PLANS) TO BCA REQUIREMENTS

PROVIDE ARTIFICIAL LIGHTING TO AS 1680

ACESSIBILITY

ACCESS FOR PEOPLE WITH DISABILITIES SHALL COMPLY WITH PART D3 OF THE BCA AND AS1428.1DISABLED PERSON TOILETS SHALL COMPLY WITH AS 1428.1DISABLED PERSON WC SHALL HAVE ADEQUATE FACILITIES FOR THE DISPOSAL OF SANITARYTOWELS AND A SHELF MUST ALSO BE PROVIDED.DISABLED PERSON CAR PARKING SHALL BE IN ACCORDANCE WITH D3.5

TACTILE INDICATORS.

PROVIDE TACTILE INDICATORS IN ACCORDANCE WITH D3.8 OF THE BCA AND AS 1428.1 AT THEENTRANCE TO THE CARPARK AREA AND AT THE APPROACH TO THE STAIRWAY

THE BUILDING ACCESS SHALL HAVE A SLIP RESISTANT SURFACEPROVIDE BRAILLE AND TACTILE SIGNS TO IDENTIFY SANITARY FACILITIES

SARKING

INSTALL ROOF SARKING TO AS/NZ 4200 PARTS 1 AND 2.

IMPORTANT NOTE

THIS PLAN IS PREPARED FOR THE CLIENT FROM A COMBINATION OF FIELD SURVEYS ANDEXISTING RECORDS PROVIDED BY THE CLIENTSERVICES AND INFORMATION SHOWN HEREON HAVE BEEN LOCATED WHERE POSSIBLE BYFIELDIF NOT ABLE TO BE LOCATED, SERVICES HAVE BEEN PLOTTED FROM RECORDS OFRELEVANT AUTHORITIES WHERE AVAILABLE AND HAVE BEEN NOTED ACCORDINGLY ON THISPLAN

PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, RELEVANTAUTHORITY SHOULD BE CONTACTED FOR THE POSSIBLE LOCATION OF FURTHERUNDERGROUNDSERVICES AND DETAILED LOCATION OF ALL SERVICES.

@A1

Northern Elevation.

A200

2

Eas

ther

n E

leva

tion.

A20

0

1

Wes

tern

Ele

vatio

n.

A20

0

4

Southern Elevation.

A200

3

SupermarketArea: 919.97m²

Back of House &Storage Areas

Entry

Entry

8000

2830

059

0

3689

0

690 18200 2800 7500 1500 300

30690 300

300

200

7500

1231

029

8047

1088

90

3689

0

8890 5070 3340 8730 4160 800

30990

Staff

DisabledWC

Lockers

RL. 3840

Load

ing

Doc

k

Aut

omat

ic D

oors

Automatic Doors

rolle

r doo

r

920920

920

920

920

roller door

1

A300

2

A300

3

A300

4

A300

Awning over

Awning over

Awningover

dp

dp

dp

dp

dpdp

dp

dp

dp

Pull down ladderaccess to plant room to

comply to AS 1657

W3032W3032W3032

W3010W3010W3010W3010

W30

10W

3010

W30

10W

3010

W30

28W

3028

W30

28W

3028

Ambulantwc

Plant Room

Lower levelawning

Pull down ladder

200 7100 200

200

7910

90

Step ladder accessto the roof

box gutter

Potential location forroof top plant

Plant room accesscladding of door to match

wall cladding

Ground Floor

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L 1 : 100



Floor Plan

NP,DK/DK03.09.15


15868


NORTH



CARPARKING ANALYSIS





@A1

Plant Room

Northern Elevation.

A200

2

Eas

ther

n E

leva

tion.

A20

0

1

Wes

tern

Ele

vatio

n.

A20

0

4

Southern Elevation.

A200

3

dp withspreader

dp withspreader

dp

dp

dp

dpdp withspreader

dp withspreader

dp withspreader

dp withspreader

Box

Gut

ter

Box Gutter under

2° Fall 2° Fall10

° Fal

l

10° Fall

10° F

all

1° F

all

1° FallBox Gutter

Box Gutter

Lower levelsteel pergola

Half Round Gutter

rain waterhead

rain waterhead

rain waterhead

Half Round Gutter

Parapet

Para

pet

Para

pet

dp

Parapet

Parapet

Para

pet

Lower levelawning

Lower levelawning

dp

1

A300

2

A300

3

A300

4

A300

Step ladder accessto the roof

Box Gutter to lowerlevel awning

Box Gutter to lowerlevel awning

Potential location forroof top plant

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L 1 : 100



Roof Plan

NP,DK/DK03.09.15


15868


Roof Plan

@A1

NGL

Boun

dar

y Lin

e

4000

FCL

RL 003.840FFL

6300

7691

Precast Panels corrugatedprofile with an applied finish

as selected

metal awning roof asselected.

metal deck roof as selected.roof pitch 2deg

powdercoated steelas selected

metal deck roof asselected. roof pitch 10deg

3000

7320

10°

10°

1783

retaining wall toengineers spec. at

boundary

build up natural groundto suit flood level

requirements as per civilconsultants requirements

Precast Panels with anapplied finish as

selected

909

Boun

dar

y Lin

e

NGL

FCL

4000

1350

7691

7320

RL 003.840FFL

Precast Panels corrugated profilewith an applied finish as selected

Applied finish asselected




3000 40

00

Precast Panels with anapplied finish as selected

10°

plant room ventilation

854

lightweight metalcladding or similar as

selected

metal roller door asselected


signage wall fixed individuallettering "Pambula Supermarket"

NGL

Boun

dar

y Lin

e

4000

FCL

RL 003.840FFL

5350

2300

3691

7320

4200

commercial glazing systemas selected


400

6111

1783

300040

00


10°

Applied finish asselected 16

40

NGL

Boun

dar

y Lin

e

FCL

RL 003.840FFL

7691

7320

5800

4000

4000

2300

400

6111

4000

3000

Precast Panels corrugatedprofile with an applied

finish as selected

metal roller door asselected





520010°

10°

plant room accesscladding of door to

match wall cladding


selected

Applied finish as selected

1243 commercial

glazing - clearProprietarysunshading system

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L 1 : 100



Elevations

NP,DK/DK03.09.15


15868


Eastern Elevation.

Northern Elevation.

Southern Elevation.

Western Elevation.

@A1

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L



Colour / MaterialSelections

NP,DK/DK03.09.15


15868


Colour / Material Selections

5. Awnings / Pergola to be Galvanised Steel 6. Roof - Similar to ColorbondShale Grey

7. Commercial Galzing System -Anodized Aluminium

1.6.7.

1. Wall Type 1 - Corrugated ProfileMetal Wall Cladding - Colour Similarto Colorbond "Wallaby"

2. Wall Type 2 - Applied Finish - Similarto Dulux "Grand Piano"

3. Wall Type 3 - Applied Finish -Similar to Colorbond "Wallaby"

4. Wall Type 4 - Precast Panel:with an applied finish similar toDulux - "Paving Stone"

2.2. 3. 3.4. 5. 5.5.4.

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L



Streetscape

NP,DK/DK03.09.15


15868


Bullara Streetscape - Artists Impression

metal deck roof as selected.roof pitch 2 deg

Supermarket

Roof trusses tomanufacturers spec

Concrete footings & slabto engineers details andAS. 2870.1

commercial glazingsystem as selected

NGL

Boun

dar

y Lin

e

FCL

RL 003.840FFL

4000

Box gutter toengineers detail

10°2°

metal deck roof asselected. roof pitch10 deg

5310


Supermarket




NGL

Boun

dar

y Lin

e

FCL

RL 003.840FFL

Box gutter toengineers detail

4000

3000

2°

metal deck roof asselected. roof pitch 10 deg

Supermarket




NGL

Boun

dar

y Lin

e

FCL

RL 003.840FFL

4000

10°

7691

5350

metal deck roof asselected. roof pitch 2 deg

Plant

Build up ground level to suit flood levelrequirements as per civil consultants specs


Supermarket



NGL

Boun

dar

y Lin

e

FCL

RL 003.840FFL

4000

5350

4000

10°


LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L 1 : 100



Sections

NP,DK/DK03.09.15


15868


Section 1

Section 2

Section 3

Section 4

@A1

2100

4257

300


selected


RL 003.140FFL

metal deck roofas selected.roof pitch 2 deg


2100


selected

RL 003.140FFL


2100


selected

RL 003.140


FFL


2100

lightweight metalcladding or similar

as selected

RL 003.140FFL


Ele

vatio

n 1

- a

A40

0

1

Elevation 2 - a

A400

2

Ele

vatio

n 3

- a

A40

0

3

Elevation 4 - a

A400

4

Fire Hydrant PumpRoom as perHydraulic Consultantsdocumentation.

200

8200

2620

5820

2620

LEGEND


DESIGNED /DRAWN:

DATE:

SCALE:

JOB No:

DRAWING STATUS:

REV:



C COPYRIGHT


DWG No:



A R C H I T E C T S

O Z T A L 1 : 50



Fire Hydrant Pump Room

NP,DK/DK03.09.15


15868


Elevation 1 - a

Elevation 2 - a

Elevation 3 - a

Elevation 4 - a

Fire Hydrant Pump Room

@A1

SURVEY

INFORMATIONSURVEYED BY

CADDEY SEARL AND JARMANDATUM: A.H.D

ORIGIN OF LEVELS: SSM54794 RL4.396 (A.H.D)01 ISSUED FOR DA JL IA 23/07/2015

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE

Surveyor

DESIGNEDDRAWNDESIGNEDDRAWN

Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]

www.henryandhymas.com.auGlobal-Mark.com.au® 0115114_DA_C000

PROPOSED SUPERMARKET

LOT 11 DP835239 PAMBULA NSW

COVER SHEET, DRAWING SCHEDULE,

NOTES AND LOCALITY SKETCH

A. ALKATEB I. AHMED

I. AHMED A. FRANCIS

JULY 2015

N.T.S

GREAT SOUTHERN DEVELOPMENTS

OZTAL ARCHITECTS


CNR MERIMBOLA & BULLARA ST. PAMBULA NSW

CIVIL ENGINEERING WORKS

DRAWING SCHEDULE15114_DA_C000 COVER SHEET, DRAWING SCHEDULE & LOCALITY SKETCH

15114_DA_C100 GENERAL ARRANGEMENT PLAN

15114_DA_C200 STORMWATER MISCELLANEOUS DETAILS AND PIT LID SCHEDULE

15114_DA_C201 OSD DETAILS

15114_DA_C500 PAVEMENT PLAN & KERB DETAILS

15114_DA_SE01 SEDIMENT & EROSION CONTROL PLAN

15114_DA_SE02 SEDIMENT & EROSION CONTROL TYPICAL DETAILS

GENERAL NOTES:

1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH BEGA VALLEY SHIRE

COUNCIL SPECIFICATION. CONTRACTOR TO OBTAIN AND RETAIN A COPY

ON SITE DURING THE COURSE OF THE WORKS.

2. ALL NEW WORKS ARE TO MAKE A SMOOTH JUNCTION WITH EXISTING

CONDITIONS, AND MARRY IN A 'WORKMANLIKE' MANNER.

3. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL SERVICES WITH

EACH RELEVANT AUTHORITY. ANY DAMAGE TO SERVICES SHALL BE

RECTIFIED BY THE CONTRACTOR OR THE RELEVANT AUTHORITY AT THE

CONTRACTOR'S EXPENSE. SERVICES SHOWN ON THESE PLANS ARE ONLY

THOSE EVIDENT AT THE TIME OF SURVEY OR AS DETERMINED FROM

SERVICE DIAGRAMS. HENRY AND HYMAS CONSULTING PTY. LTD. CANNOT

GUARANTEE THE INFORMATION SHOWN NOR ACCEPT ANY RESPONSIBILITY

FOR INACCURACIES OR INCOMPLETE DATA.

4. SERVICES & ACCESSES TO THE EXISTING PROPERTIES ARE TO BE

MAINTAINED IN WORKING ORDER AT ALL TIMES DURING CONSTRUCTION.

5. ADJUST EXISTING SERVICE COVERS TO SUIT NEW FINISHED LEVELS TO

RELEVANT AUTHORITY REQUIREMENTS WHERE NECESSARY.

6. REINSTATE AND STABILISE ALL DISTURBED LANDSCAPED AREAS.

7. MINIMUM GRADE OF SUBSOIL SHALL BE 0.5% (1:200) FALL TO OUTLETS.

8. ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE

CONSTRUCTED, PLACED AND MAINTAINED IN ACCORDANCE WITH THE

TECHNICAL SPECIFICATIONS, EROSION AND SEDIMENTATION CONTROL

PLAN AND BEGA VALLEY SHIRE COUNCIL REQUIR EMENTS WHERE

APPLICABLE.

9. CONTRACTOR TO CHECK AND CONFIRM SITE DRAINAGE CONNECTIONS

ACROSS THE VERGE PRIOR TO COMMENCEMENT OF SITE DRAINAGE

WORKS.

10. PROPERTIES AFFECTED BY THE WORKS ARE TO BE NOTIFIED IN ADVANCE

WHERE DISRUPTION TO EXISTING ACCESS IS LIKELY.

LOCALITY SKETCHN.T.S.

SITE

SITEWORKS NOTES

• DATUM : A.H.D.

• ORIGIN OF LEVELS : REFER TO BENCH OR STATE SURVEY MARKS WHERE

SHOWN ON PLAN.

• CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE

PRIOR TO THE COMMENCEMENT OF WORK.

• ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DETAILS SHOWN

ON THE DRAWINGS & THE DIRECTIONS OF THE SUPERINTENDENT.

• EXISTING SERVICES UNLESS SHOWN ON THE SURVEY PLAN HAVE BEEN

PLOTTED FROM SERVICES SEARCH PLANS AND AS SUCH THEIR ACCURACY

CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TO

THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE

REPORTED TO THE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINED

FROM THE RELEVANT SERVICE AUTHORITY.

• WHERE NEW WORKS ABUT EXISTING THE CONTRACTOR SHALL ENSURE THAT A

SMOOTH EVEN PROFILE, FREE FROM ABRUPT CHANGES IS ACHIEVED.

• THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT TO BE CARRIED OUT

BY A REGISTERED SURVEYOR.

• CARE IS TO BE TAKEN WHEN EXCAVATING NEAR EXISTING SERVICES. NO

MECHANICAL EXCAVATION IS TO BE UNDERTAKEN OVER TELSTRA OR

ELECTRICAL SERVICES. HAND EXCAVATE IN THESE AREAS.

• CONTRACTOR TO OBTAIN AUTHORITY APPROVALS WHERE APPLICABLE.

• MAKE SMOOTH TRANSITION TO EXISTING SURFACES AND MAKE GOOD.

• THESE PLANS SHALL BE READ IN CONJUNCTION WITH APPROVED LANDSCAPE,

ARCHITECTURAL, STRUCTURAL, HYDRAULIC AND MECHANICAL DRAWINGS AND

SPECIFICATIONS

OR WRITTEN INSTRUCTIONS THAT MAY BE ISSUED RELATING

TO DEVELOPMENT AT THE SITE.

• TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALL BE

SAWCUT TO FULL DEPTH OF CONCRETE AND A MINIMUM OF 50mm IN

BITUMINOUS PAVING.

• ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK

PAVING SHALL BE LOCATED IN Ø80 uPVC SEWER GRADE CONDUITS EXTENDING

A MINIMUM OF 500mm BEYOND EDGE OF PAVING.

• GRADES TO PAVEMENTS TO BE AS IMPLIED BY RL'S ON PLAN . GRADE EVENLY

BETWEEN NOMINATED RL'S. AREAS EXHIBITING PONDING GREATER THAN 5mm

DEPTH WILL NOT BE ACCEPTED UNLESS IN A DESIGNATED SAG POINT.

• ALL COVERS AND GRATES ETC TO EXISTING SERVICE UTILITIES ARE TO BE

ADJUSTED TO SUIT NEW FINISHED SURFACE LEVELS WHERE APPLICABLE.

jliu, AutoPDF

RL. 3840

1:20

1.5

1.5

2

2.5

///////////////

//

//

//

//

//

//

/

1.89

1.74

1.40

2.49

2.43

2.56

1.96

2.16

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.19

2.67

2.96

2.73

3.10

3.15

3.20

3.25

3.30

3.35

3.40

3.45

3.50

3.55

3.60

3.65

3.70

3.75

3.80

3.50

3 .50

3 .50

3.503.50

3.45

3.40

3.35

3.40

3.35

3.30 3.25

3.20

3.15

3.10

3.15

3.45

RAMP

RW

3.00

ME

RIM

BO

LA S

TR

EE

T

11

DP 835239

BULLARA STREET

RL3.55

TK3.55

RL3.70

TK3.55

TK3.55

RL3.475

TK3.55

RL3.84

RL3.625

RL3.73

TK3.65

TK3.70

TK3.70

RL3.55

RL3.55

TK3.625

RW

RW

RW

RL 3.050

PROPOSED

SUPERMARKET

FFL. RL3.84

LOADING DOCK

IKIK

IK

KO

CONSTRUCT NEW DRIVEWAY

IN ACCORDANCE WITH BEGA

VALLEY SHIRE COUNCIL

REQUIREMENTS.

CONSTRUCT NEW DRIVEWAY

IN ACCORDANCE WITH BEGA

VALLEY SHIRE COUNCIL

REQUIREMENTS.

RL2.95

RL2.65

RL2.50

PROVIDE 31m³

UNDERGROUND OSD

7m x 5m x 0.88m

REFER C201 FOR DETAILS

-A 1-A 2

-A 3

-A 4

-A 5

-A 6

-A 7

-B 1

OUTLET PIPE TO CONNECT

TO EXISTING HEADWALL

OUTLET PIPE CONNECTION

TO FUTURE DETAILS

Ø22

5

Ø22

5Ø

300

Ø300

Ø300

Ø225

ACCESS RAMP TO

SUPERMARKET TO

HAVE LOCALISED

GRADE

RL3.45

RL3.44

RL3.43

ACCESS RAMP TO

SUPERMARKET TO HAVE

LOCALISED GRADE

LAY

BA

CK

LAYBACK

PROVIDE BOLLARDS

ADJUST SEWER

MANHOLE TO SUIT

NEW LEVELS

K&G

KO KO

KO

KO

-G 2

-G 1

RL3.74

RL3.74

RL3.72

RL3.72

RL3.74

RL3.74

RL3.70RL3.70

RL3.74

TW4.0

0

TW3.2

0

TW4.

00

TW4.

00

TW3.

70

TW3.

30

TW3.30

TW3.75

TW3.

75

TW3.60

TW3.35

FALL

FALL

FALL

FALL

FALL

RL3.74

KO

KO

RW

2.5% 1.3%

1.3%

4%

Ø375

5%

2.5%

RL3.55

RL3.575

DP

DP

DP

DP

DP

DP

DPDPDP

DP

DP

DP

DP

DP DP DP

Ø150

Ø150

Ø150

Ø15

0

Ø150

Ø150

Ø15

0

RWRW

RW

RW

RW

Ø150 DOWNPIPES TO RUN

BESIDE WALL AND CONNECT

TO IN-GROUND DRAINAGE







IN-GROUND PIPE TO BE

CONNECTED TO

STORMWATER PIT

IN-GROUND PIPE TO BE

CONNECTED TO

STORMWATER PIT




Ø15

0

Ø15

0Ø

150

SURVEY



ORIGIN OF LEVELS: SSM54794 RL4.396 (A.H.D)01 ISSUED FOR DA ONLY AA IA 23/07/2015

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Surveyor


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]

www.henryandhymas.com.auGlobal-Mark.com.au ® 0215114_DA_C100



GENERAL ARRANGEMENT PLAN

A. ALKATEB I. AHMED

I. AHMED A. FRANCIS

JULY 2015

1:200 @ A1


OZTAL ARCHITECTS

GENERAL ARRANGEMENT PLANSCALE 1:20020m1684

SCALE 1:200

120

1234

LEGEND

EXISTING BOUNDARY

PROPOSED RIDGE LINE

PROPOSED VALLEY LINE

PROPOSED JUNCTION PITS

PROPOSED SURFACE INLET PITS

PROPOSED PIT TAG-A 1LINE LETTER

PIT NUMBER

PROPOSED GRATED DRAIN

PROPOSED STORMWATER PIPE

PROPOSED KERB & GUTTERK&G

PROPOSED KERB ONLYKO

PROPOSED INTEGRAL KERBIK

PROPOSED RETAINING WALLRW

EXISTING CONTOURS4.60

PROPOSED CONTOURS4.60

PROPOSED SPOT LEVELRL4.52

PROPOSED LINTEL ONGRADE & SAG PITS

TOP OF RETAINING WALL LEVELTW4.52

DP DOWNPIPE TO HYDRAULIC DETAILS

TOP OF KERBTK4.52

02 ISSUED FOR DA ONLY AA IA 21/08/2015

CL

(H1 & H2 SUPPORT)SCALE 1:20

O.D.

TRENCH WIDTH = O.D.+600

300

100

DESIGN PAVEMENT

SUBGRADE LEVEL

COMPACTED TO 98% SMDD

IN 150mm (MAX.) LAYERS

HAUNCH ZONE

BED ZONE

COMPACTED NON

COHESIVE BACKFILL =1/3 O.D.


IN 2x150mm(MAX.) LAYERS


IN 250mm (MAX.) LAYERS

ORDINARY FILL FREE FROM

CLAY LUMPS EXCEEDING 75mm,

STONES EXCEEDING 25mm AND

CONTAMINATE MATERIALS

CL

O.D.

TRENCH WIDTH = O.D.+600

300

100

100mm MIN. THICK TOP SOIL


IN 150mm(MAX.) LAYERS

HAUNCH ZONE

BED ZONE

COMPACTED NON

COHESIVE BACKFILL =1/3 O.D.


IN 2x150mm(MAX.) LAYERS


IN 250mm(MAX.) LAYERS

ORDINARY FILL FREE FROM

CLAY LUMPS EXCEEDING 75mm,

STONES EXCEEDING 25mm AND

CONTAMINATE MATERIALS

(H1 & H2 SUPPORT)SCALE 1:20

PIPE TRENCH INSTALLATION

IN LANDSCAPE AREAS

PIPE TRENCH INSTALLATION

BENEATH PAVEMENT

100Ø A.G. PIPE 3m IN LENGTH

DRAINING IN DIRECTION OF FALL

OF PIPE TO DOWNSTREAM PIT.

PIPE TO BE WRAPPED IN GEOFABRIC

300

MIN

.

TO

P L

AY

ER

700

IF A

PP

LIC

AB

LE

700

IF A

PP

LIC

AB

LE

300

MIN

.

TO

P L

AY

ER

TYPICAL STEP IRON DETAILSCALE 1:10

ELEVATION

300

350

100

220 45

R20 GALV. STEEL M.S.

@ 300 CTRS

PLAN SECTIONELEVATION

300 300

NOTE: SLOTTED RIGID PVC PIPE AND

FITTINGS MAY BE USED

600

MIN

. UN

O

LIGHT DUTY IN LANDSCAPED AND PEDESTRIAN

AREAS HEAVY DUTY IN VEHICULAR PAVEMENTS.

AIR TIGHT CAST IRON OR BRASS SCREW OR BOLT

DOWN CAP.

300x300x150

CONCRETE SURROUND

HEAVY DUTY uPVC TO BE CONNECTED

TO THE SUB SOIL DRAINAGE LINE

100 DIA RIGID PVC

45° BEND

FLUSHING POINT (FP)SCALE 1:10

600

MIN

UN

O

NOTE: SLOTTED RIGID PVC PIPE AND

FITTINGS MAY BE USED

LIGHT DUTY IN LANDSCAPED AND PEDESTRIAN AREAS

HEAVY DUTY IN VEHICULAR PAVEMENTS. AIR TIGHT CAST

IRON OR BRASS SCREW OR BOLT DOWN CAP

300 x 300 x 150 CONCRETE

SURROUND

45°BEND

45°BEND Y PIECE

FLOW 1% MIN

300 x 300 x 150

CONCRETE SURROUND

100Ø RIGID PVC

HEAVY DUTY uPVC

TO BE CONNECTED

TO THE SUB SOIL

DRAINAGE LINE

100 SUBSOIL DRAINAGE LINE

REFER SUBSOIL BEDDING DETAILS

INTERMEDIATE RISER (IR)SCALE 1:10

200

2-N16

N16@ 200 CENTRES

'T'

500

max

.

'T'

600

lap

450 lap

1000 max.

N16 @ 200 CENTRES

EACH WAY EACH FACE

PIT REINFORCEMENT

SHOWN DASHED

HAUNCH DETAIL -TYPICALSCALE 1:10

SURVEY



ORIGIN OF LEVELS: SSM54794 RL4.396 (A.H.D)

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Surveyor


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]




STORMWATER MISCELLANEOUS DETAILS

& PIT LID SCHEDULE

J.Liu I. AHMED

I. AHMED A. FRANCIS

JULY 2015

SHOWN @ A1


OZTAL ARCHITECTS

20m1684

SCALE 1:200

120

1234

2000mm1200 16004000

200400

800

SCALE 1:20

A = 900

H

A

H

A

B

PIPE DIA. + 150

A = 600 FOR PIPES UP TO 375 DIA.

PIT CHAMBER DIMENSIONS

FOR PIPES UP TO 600 DIA.

PIT CHAMBER FOR PIPES

GREATER THAN 600 DIA.

H = 0-900mm - AxB = 600x600mm

H = 900-1200mm - AxB = 900x600mm

H = >1200mm - AxB = 900x900mm

FOR B = 600mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 225mm





FLOW FLOW

FLOW

PIT CHAMBER FOR

SIDE ENTRY ON SKEW

TYPICAL PIT CHAMBER SIZESIT IS THE CONTRACTORS RESPONSIBILITY TO SELECT PIT CHAMBER SIZE WITH REGARDS TO PIPE SIZE, DEPTH TO

INVERT AND SKEW ANGLE. REFER SKETCHES BELOW.SELECT PIT CHAMBER USING THE STEPS BELOW:

SELECT PIT CHAMBER SIZE DEPENDING ON THE PIPE DIAMETERS.

CHECK PIT CHAMBER SIZE TO SATISFY DEPTH TO INVERT REQUIREMENTS.

CHECK PIT CHAMBER DIMENSIONS TO SATISFY THE SKEW ANGLE IN THE TABLE.

SECTIONSECTION

PLAN

PIT SIZE & DEPTH

REQUIREMENTS

1

2

3

1 1

2

3

FOR REINFORCEMENT TO WALLS

AND FLOOR OF PITS (WHERE

REQUIRED) REFER TO NOTES 10

AND 21.

FOR REINFORCEMENT TO HAUNCH SEE BELOW

NTSNTS

NTS

1000mm800600400

SCALE 1:10

0

200 100

200

DRAINAGE NOTES:

1. ALL STORMWATER WORK TO COMPLY WITH AS 3500 PART 3.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE MINIMUM COVER OF

600mm ON ALL PIPES

3. PROTECTION OF PIPES DUE TO LOADS EXCEEDING W7 WHEEL LOAD SHALL BE THE

CONTRACTOR'S RESPONSIBILITY

4. BEDDING TYPE SHALL BE TYPE H2 FOR RCP. WHERE NECESSARY THE OVERLAY ZONE

SHALL BE REDUCED TO ACCOMMODATE PAVEMENT REQUIREMENTS. REFER TO THIS

DRAWING FOR DETAILS.

5. NO CONSTRUCTION LOADS SHALL BE APPLIED TO PLASTIC PIPES.

6. FINISHED SURFACE LEVELS SHOWN ON LAYOUT PLAN DRGS TAKE PRECEDENCE OVER

DESIGN DRAINAGE SURFACE LEVELS.

7. ALL PIPES UP TO AND INCLUDING 300 DIA. SHALL BE SOLVENT OR RUBBER RING JOINTED

PVC CLASS SH PIPE TO AS1260. ALL OTHER PIPES TO BE RCP USING CLASS 2 RUBBER

RING JOINTED PIPE. HARDIES FRC PIPE MAY BE USED IN LIEU OF RCP IF DESIRED IN

GROUND.

8. ALL PITS IN NON TRAFFICABLE AREAS TO BE PREFABRICATED POLYESTER CONCRETE

"POLYCRETE" WITH "LIGHT DUTY" CLASS B GALV. MILD STEEL GRATING AND FRAME.

ALL PITS IN TRAFFICABLE AREAS (CLASS "D" LOADING MAX) TO HAVE 150mm THICK

CONCRETE WALLS AND BASE CAST IN-SITU f'c=32 MPa, REINFORCED WITH N12-200 BOTH

LOADING WAYS CENTRALLY PLACE .U.N.O. ON SEPARATE DESIGN DRAWINGS IN THIS SET.

GALV.MILD STEEL GRATING AND FRAME TO SUIT DESIGN LOADING. PRECAST PITS,

RECTANGULAR OR CIRCULAR IN SHAPE, MAY BE USED IN LIEU AND SHALL COMPLY WITH

RELEVANT AUSTRALIAN STANDARDS.

PITS IN EXCESS OF 1.5 M DEEP TO HAVE WALL AND FLOOR THICKNESS INCREASED TO

200MM. REINFORCED WITH N12@200 CTS CENTRALLY PLACED BOTH WAYS THROUGHOUT

U.N.O.ON SEPARATE DESIGN DRAWINGS IN THIS SET. IF DEPTH EXCEEDS 5M CONTACT

ENGINEER.

9. ALL PITS, GRATINGS AND FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS SPECIFICATION AND TO BE IN ACCORDANCE WITH AS3500.3 AND

AS3996.

10. PIT CHAMBER DIMENSIONS ARE TO BE SELECTED TO SATISFY THE FOLLOWING:

- PIPE SIZE

- DEPTH TO INVERT

- SKEW ANGLE

REFER TYPICAL PIT CHAMBER DETAILS BELOW

IF PIT LID SIZE IS SMALLER THAN THE PIT CHAMBER SIZE THEN THE PIT LID IS TO BE

CONSTRUCTED ON THE CORNER OF THE PIT CHAMBER WITH THE STEP IRONS DIRECTLY

BELOW. ALTERNATIVELY THE PIT LID TO BE USED, IS TO BE THE SAME SIZE AS THE PIT

CHAMBER.

11. FOR PIPE SIZES GREATER THAN Ø300MM, PIT FLOOR IS TO BE BENCHED TO FACILITATE

FLOW.

12. GALVANISED STEP IRONS SHALL BE PROVIDED AT 300 CTS FOR PITS HAVING A DEPTH

EXCEEDING 1200MM. SUBSOIL DRAINAGE PIPE (Ø100 SLOTTED PVC IN A FILTER SOCK)

SHALL BE PROVIDED IN PIPE TRENCHES ADJACENT TO INLET PIPES. MINIMUM LENGTH 3M

UPSTREAM OF ALL PITS.

13. ALL ROOF DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500, PART 3. TESTING

TO BE UNDERTAKEN AND REPORTS PROVIDED TO THE SUPERINTENDENT.

14. LOCATION OF THE DIRECT DOWN PIPE CONNECTIONS MAY VARY ON SITE TO SUIT SITE

CONDITIONS.

15. SUBSOIL DRAINAGE LINES FOR LANDSCAPE AREA NOT SHOWN ON THESE DRAWINGS.

REFER TO LANDSCAPING PLANS FOR DETAILS.

PIT LID SCHEDULE

PIT/STRUCTURE NUMBER DESCRIPTION

-A 1 -B 1

-A 2 -A 7

-A 3

-A 4 -A 5 -A 6

-G 1 -G 2 225mm WIDE HEAVY DUTY GRATED DRAIN AND HEAVY

DUTY FRAME CLASS "D"

OSD TANK ACCESS OPENING WITH 900x900 HINGED

HEAVY DUTY GRATED LID CLASS "D" WITH LOCK-DOWN

SYSTEM

SAG KERB INLET PIT WITH 1.8m LINTEL AND HEAVY

DUTY GRATED LID CLASS "D" IN ACCORDANCE WITH

LOCAL COUNCIL REQUIREMENT

INLET PIT WITH 600x600 HINGED HEAVY DUTY GRATED

LID CLASS "C" IN ACCORDANCE WITH LOCAL COUNCIL

REQUIREMENT.

ON GRADE KERB INLET PIT WITH 1.8m LINTEL AND

HEAVY DUTY GRATED LID CLASS "D" IN ACCORDANCE

WITH LOCAL COUNCIL REQUIREMENT

01 ISSUED FOR DA ONLY JL IA 23/07/2015

jliu, AutoPDF

5000

900

RL2.96

RL1.76RL1.71

225

120

TRASH SCREEN

REFER DETAIL

ORIFICE PLATE

REFER DETAIL

Ø225 OUTLET

STEP IRONS

REFER DETAIL

RL3.25

1% FALL

PROPOSED OSD7x5x0.88=31m³

SECTION 1-SCALE: 1:20

RL2.58 2yr ARI TWL

ORIFICE PLATE DETAILSCALE 1:10

50 TYP.

400

400

5mm STAINLESS STEEL PLATE

Ø225 OUTLET PIPE BEHIND

FIX TO TANK WALL USING

4M10 MASONARY ANCHORS

NON REMOVABLE.

Ø120

TRASH SCREEN DETAILN.T.S

LIFTING HANDLE

'LYSAGHT'MAXIMESH RH3030

(HOT DIPPED GALVANISED)

OR EQUIVALENT FRONT AND

SIDE PANELS

MAX.600

MA

X.6

00

MAX.600

TRASH SREEN NOTES

1. MAXIMESH SCREENS MUST BE PLACED SUCH THAT THE LONG

AXIS OF THE OVAL SHAPED HOLES ARE ORIENTATED

HORIZONTALLY WITH THE PORTRUDING LIP ANGLED UPWARDS

AND FACING TOWRADS THE OUTLET.

2. THE SCREEN IS TO BE FORMED BY WELDING TWO TRIANGULAR

MAXIMESH (OR EQUIVALENT) PANELS TO A RECTANGULAR

FRONT MAXIMESH PANEL(OR EQUIVALENT)

7000

5000

900

900

1-

OSD PLANSCALE 1:50

OSD VOLUME7x5x0.88=31m³

SURVEY




Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Surveyor


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]




OSD DETAILS

J.Liu I. AHMED

I. AHMED A. FRANCIS

JULY 2015

SHOWN @ A1


OZTAL ARCHITECTS

5000mm3000 400010000

2006001000

2000

SCALE 1:50

2000mm1200 16004000

200400

800

SCALE 1:20

1000mm800600400

SCALE 1:10

0

200 100

200

1:1 YEAR 1 IN 2 YEAR

PRE-DEVELOPD (L/S) 38 64

POST DEVELOPED (L/S) 37 44

OSD TOTAL VOLUME: 31m³DISCHARGE FROM THE SITE CONTROLLED BY

ORIFICE TO LIMIT TO PRE DEVELOPED FLOW FOR

ALL EVENTS FROM 1:1 YEAR ARI TO 1:2 YEAR ARI.


jliu, AutoPDF

1.5

2

2.5

///////////

//

//

//

//

//

/

1.89

2.56

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.19

2.67

2.73

PO

ST

ED

GE

SEWER

MANHOLE

800Ø

R.C

. PIP

ES

EDGE BITUMEN

POST AND WIRE FENCE

BOUNDAAPPROXIMATE

AP

PR

OX

IMA

TE

ME

RIM

BO

LA S

TR

EE

T

BULLARA STREET

RW

RW

PROPOSED

SUPERMARKET

FFL. RL3.84

LOADING DOCK

IK

IK

GD

-1

LAY

BA

CK

LAYBACK

PROVIDE BOLLARDS

K&G

KO

KO

KO

RW

150

INTEGRAL KERB (IK)

125 25 NOMINAL KERB LINE

R6-600 COG 150

2N12

SCALE 1:10

100

R20

PAVEMENT AS SPECIFIED

R5

CUT BARS AT 50 EITHER

SIDE OF SAWN JOINT LOCATION

100

CJ OPTIONAL

600100 100

130

UN

O15

0 U

NO

100

125 450

25 NOMINAL KERB LINE

40

KERB & GUTTER (K&G)SCALE 1:10

R20R5

R5

NOTE:

CONFIRM DIMENSIONS AND DETAILS WITH

BEGA VALLEY SHIRE COUNCIL

100

MIN

100

MIN

200

MIN

150

UN

O10

0

125 25 NOMINAL KERB LINE

R20R5

KERB ONLY (KO)SCALE 1:10

SURVEY




Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Surveyor


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]




PAVEMENT PLAN & KERB DETAILS

J.LIU I. AHMED

I. AHMED A. FRANCIS

JULY 2015

1:200 @ A1


OZTAL ARCHITECTS

PAVEMENT PLANSCALE 1:200

20m1684

SCALE 1:200

120

1234

PAVEMENT TYPE 1HEAVY DUTY CONCRETE PAVEMENT

100mm THICK 25MPa CONCRETE WITH SL72 MESH CENTRAL

PAVEMENT TYPE 3PEDESTRIAN FOOTPATH PAVEMENT

SURFACING TO ARCHITECT'S DETAILS

50mm THICK SAND LAYER

PAVEMENT LEGEND

PAVEMENT TYPE 4OSD CONCRETE SLAB

FUTURE DETAILS BY STRUCTURAL ENGINEER

150 DGB20 OR APPROVAL EQUIVALENT

PAVEMENT TYPE 2LIGHT DUTY ASPHALT PAVEMENT

50mm ASPHALT CONCRETE AC10

COMPACTED SUBGRADE (ASSUMED CBR 3.0% MIN.)

160mm THICK 32MPa CONCRETE

WITH SL92 TOP 50mm COVER


125mm DGB40 COMPACTED TO 98% MODIFIED DENSITY


150 DGB40 OR APPROVAL EQUIVALENT

PAVEMENT TYPE 5HEAVY DUTY CONCRETE VEHICULAR CROSSING,

REFER BEGA VALLY SHIRE COUNCIL DRAWING

FOR DETAILS

1000mm800600400

SCALE 1:10

0

200 100

200


jliu, AutoPDF

mstimova, AutoPDF

1.5

2

2.5

/////////////

//

//

//

//

//

//

/

1.89

2.56

1.771.58

1.32

1.32

2.64

2.52

2.53

1.97

2.19

2.67

2.96

2.73

ME

RIM

BO

LA S

TR

EE

T

11

DP 835239

BULLARA STREET

PROPOSED

SUPERMARKET

FFL. RL3.84

LOADING DOCK

37 ParkingSpaces

Tro

lley B

ay

RL. 3840

ProposedSupermarket

Area: 919.97m²

1.

2.

3.

1:20

SharedSpace

4.

5.

6.

7.

8.

9.

10. 11. 12. 13. 14. 15. 17.16. 18. 19. 20. 21. 22. 23. 24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

waste zone

Service &BOH


Bicycle Parking -min. 5 spaces

Delivery truck sweep path &ramp as per Traffic and CivilConsultants documentation.

gra

ted

su

mp

RL.

3.5

50

sump to hydraulicengineers detail

Oxide coloured concretewith a broomed finish

Refer to Civil Engineersdocumentation for carparkand road RL's & surfacetreatment

54.8

91

RL.

3.8

00




55.0

00

54.500

54.500

Proposed Boundary

Pro

po

sed

Bo

un

da

ry

SharedSpace

proposedlandscape designas per LandscapeConsultantsdocumentation.

Underground OSD - referto engineers detail

Sumps and the like tocivil engineers

documentation

PROPOSED

STOCKPILE

LOCATION

PROPOSED GEOTEXTILE INLET

FILTER AROUND THE PROPOSED

PIT. TYPICAL

PROPOSED MESH & GRAVEL

INLET FILTER AROUND THE

GRATED DRAIN. TYPICAL

SEDIMENTATION FENCE

PROPOSED VEHICLE

SHAKER GRID AND

STABILISED SITE ACCESS

PROPOSED MESH & GRAVEL

INLET FILTER AROUND THE

KERB INLET PIT. TYPICAL

RW

SURVEY




Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Surveyor


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]

www.henryandhymas.com.auGlobal-Mark.com.au® 0115114_DA_SE01



SEDIMENT & EROSION CONTROL PLAN

J.LIU I. AHMED

I. AHMED A. FRANCIS

JULY 2015

1:200 @ A1


OZTAL ARCHITECTS

SEDIMENT & EROSION CONTROL PLANSCALE 1:200

20m1684

SCALE 1:200

120

1234

LEGEND

TRAFFIC MANOEUVRING

PROPOSED SEDIMENTATION FENCE

PROPOSED VEHICLE SHAKER GRID

PROPOSED STABILISED SITE ACCESS

PROPOSED STOCKPILE LOCATION

GEOTEXTILE INLET FILTER

PROPOSED MESH & GRAVEL INLET FILTER

SEDIMENT & EROSION CONTROL NOTES

• ALL SEDIMENT CONTROL DEVICES ARE TO BE CONSTRUCTED, PLACED AND

MAINTAINED IN ACCORDANCE WITH BEGA VALLEY SHIRE COUNCIL SPECIFICATIONS

AND LANDCOM'S "SOIL AND CONSTRUCTION" MANUAL.

• ALL PERIMETER & SILTATION CONTROL MEASURES ARE TO BE PLACED PRIOR TO,

OR AS THE FIRST STEP IN EARTH WORKS AND/OR CLEARING.

• THE SEDIMENT & EROSION CONTROL PLAN MAY REQUIRE FUTURE ADJUSTMENT TO

REFLECT CONSTRUCTION STAGING. IT IS ALSO THE CONTRACTORS

RESPONSIBILTY TO PREPARE THEIR OWN SEDIMENT AND EROSION CONTROL PLAN

WHICH SUITS THE DESIGNED CONSTRUCTION STAGING.

• FILTRATION BUFFER ZONES ARE TO BE FENCED OFF AND ACCESS PROHIBITED TO

ALL PLANT AND MACHINERY.

• ALL TEMPORARY EARTH BERMS, DIVERSIONS & SILT DAM EMBANKMENTS ARE TO

BE MACHINE COMPACTED, SEEDED & MULCHED FOR TEMPORARY VEGETATION

COVER AS SOON AS THEY HAVE BEEN FORMED.

• ALL SEDIMENT TRAPPING STRUCTURES AND DEVICES ARE TO BE INSPECTED

AFTER STORMS FOR STRUCTURAL DAMAGE OR CLOGGING. TRAPPED MATERIAL IS

TO BE REMOVED TO A SAFE LOCATION.

• ALL TOPSOIL IS TO BE STOCKPILED ON SITE FOR REUSE (AWAY FROM TREES AND

DRAINAGE LINES). MEASURES SHALL BE APPLIED TO PREVENT EROSION OF THE

STOCKPILES.

• ALL EARTHWORK AREAS SHALL BE ROLLED EACH EVENING TO SEAL THE

EARTHWORKS.

• ALL FILLS ARE TO BE LEFT WITH A LIP AT THE TOP OF THE SLOPE AT THE END. ALL

CUT AND FILL SLOPES ARE TO BE SEEDED AND STRAW MULCHED WITHIN

14 DAYS OF COMPLETION OF FORMATION U.N.O. BY LANDSCAPE ARCHITECTS.

• UPON COMPLETION OF ALL EARTHWORKS OR AS DIRECTED BY COUNCIL SOIL

CONSERVATION TREATMENTS SHALL BE APPLIED SO AS TO RENDER AREAS THAT

HAVE BEEN DISTURBED, EROSION PROOF WITHIN 14 DAYS.

• EROSION AND SILT PROTECTION MEASURES ARE TO BE MAINTAINED AT ALL TIMES.


Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Surveyor


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]

www.henryandhymas.com.auGlobal-Mark.com.au® 0115114_DA_SE02



SEDIMENT & EROSION CONTROL

TYPICAL DETAILS

J.LIU I. AHMED

I. AHMED A. FRANCIS

JULY 2015

1:200 @ A1


OZTAL ARCHITECTS

SECTION DETAIL

1.5m STAR PICKETS@ MAX. 2.5m CENTRES

SELF-SUPPORTINGGEOTEXTILE

DIRECTION OF FLOW

ON SOIL, 150mm x 100mmTRENCH WITH COMPACTEDBACKFILL AND ON ROCK, SETINTO SURFACE CONCRETE

DISTURBED AREA DIRECTION OFFLOW

1.5m STAR PICKETS@ MAX. 2.5m CENTRES

UNDISTURBED AREAS

PLAN

FLOWSTAR PICKETS @ MAX.2.5m SPACINGS TYPICAL

SEDIMENT FENCESCALE N.T.S.

MIN

. 1.5

m

20m MAX.

600m

m M

IN.

500

- 60

0mm

SEDIMENT FENCE CONSTRUCTION NOTES:1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE

SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONE

SECTION. THE CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF CONCENTRATED

AT ONE POINT TO 50 LITRES PER SECOND IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.

2. CUT A 150mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC

TO BE ENTRENCHED.

3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND @ 2.5m INTERVALS (MAX.) AT THE DOWNSLOPE EDGE OF

THE TRENCH. ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETY CAPS.

4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT GOES TO THE

BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH WIRE TIES OR AS RECOMMENDED BY THE

MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENT FENCING. THE USE OF

SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.

5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP.

6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY OVER THE

GEOTEXTILE.

RUNOFF DIRECTED TO

SEDIMENT TRAP/ FENCE

GEOTEXTILE FABRIC DESIGNED TO PREVENT

INTERMIXING OF SUB GRADE AND BASE

MATERIALS AND TO MAINTAIN GOOD

PROPERTIES OF THE SUB-BASE LAYERS. GEOTEXTILE MAY BE A WOVEN OR NEEDLE

PUNCHED PRODUCT WITH A MINIMUM CBR

BURST STRENGTH (AS3706.4-90) OF 2500 N

DGB 20 ROAD BASE OR

30mm AGGREGATE. 150mm

THICK MIN TO BE PLACED

OVER GEOTEXTILE FABRIC

N.T.S.

MIN LENGTH 15 METERS

PROPERTY BOUNDARY

EXISTING ROADWAY

300mm MIN

MIN WIDTH 3 METERS

STABILISED SITE ACCESS WITH SHAKER RAMP

NOTES:1. THIS DEVICE IS TO BE LOCATED AT ALL EXITS FROM CONSTRUCTION SITE.

2. THIS DEVICE IS TO BE REGULARLY CLEANED OF DEPOSITED MATERIAL SO AS TO

MAINTAIN A 50mm DEEP SPACE BETWEEN PLANKS.

3. ANY UNSEALED ROAD BETWEEN THIS DEVICE AND NEAREST ROADWAY IS TO BE

TOPPED WITH 100mm THICK 40-70mm SIZE AGGREGATE.

4. ALTERNATIVELY, THREE(3) PRECAST CONCRETE CATTLE GRIDS (AS

MANUFACTURED BY "HUMES CONCRETE MAY BE USED. 1, 2 & 3 ABOVE ALSO

APPLY.

PLAN

STABILISED SITE ACCESS WITH SHAKER RAMPN.T.S.

PR

OP

ER

TY

BO

UN

DA

RY

EX

IST

ING

RO

AD

WA

Y

min 15 m

150mm THICK 40-70mm

AGGREGATE

SHAKER RAMP

OF TIMBER OR

STEEL SLATS

200m

m M

IN

CONSTRUCTION SEQUENCE

WORKS SHALL BE UNDERTAKEN IN THE FOLLOWING SEQUENCE:

1. INSTALL SEDIMENT FENCING AND CUT DRAINS TO MEET THE

REQUIREMENTS OF THE SEDIMENT AND EROSION CONTROL

PLAN. WASTE COLLECTION BINS SHALL BE INSTALLED

ADJACENT TO SITE OFFICE.

2. CONSTRUCT STABILISED SITE ACCESS IN ACCORDANCE WITH

WOLLONGONG CITY COUNCIL'S REQUIREMENTS.

3. REDIRECT CLEAN WATER AROUND THE CONSTRUCTION SITE.

4. INSTALL SEDIMENT CONTROL PROTECTION MEASURES AT ALL

NATURAL AND MAN-MADE DRAINAGE STRUCTURES. MAINTAIN

UNTIL ALL THE DISTURBED AREAS ARE STABILISED.

5. CLEAR AND STRIP THE WORK AREAS. MINIMISE THE DAMAGE TO

THE GRASS AND LOW GROUND COVER OF NON-DISTURBED

AREAS.

6. ANY DISTURBED AREAS, OTHER THAN BUILDING PAD AREAS,

SHALL IMMEDIATELY BE COVERED WITH SITE TOPSOIL WITHIN 7

DAYS OF CLEARING. BUILDING PAD AREAS SHALL BE COVERED

WITH BITUMEN EMULSION AS SPECIFIED.

7. APPLY PERMANENT STABILISATION TO SITE (LANDSCAPING).

SILT FENCE

TIE TO FENCE AT 1m INTERVAL

N.T.S.

PERIMETER SECURITY FENCE WITH WIND BARRIER

PERIMETER SECURITY FENCE WITH

WIND BARRIER & SILT FENCE

TIMBER SPACERTO SUIT

KERB-SIDE INLET

OVERFLOW

GRAVEL-FILLED WIRE MESHOR GEOTEXTILE "SAUSAGE"

RUNOFF WATERWITH SEDIMENT

FILTERED WATER

SEDIMENT

GRAVEL-FILLED WIRE MESHOR GEOTEXTILE "SAUSAGE"

1. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL.2. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.3. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100mm SPACE BETWEEN IT AND THE KERB INLET. MAINTAIN THE OPENING WITH SPACER BLOCKS.4. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER.5. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY CAN FIRMLY ABUT EACH OTHER AND SEDIMENT / LADEN WATERS CANNOT PASS

TIMBER SPACERTO SUIT

MESH & GRAVEL INLET FILTERSCALE N.T.S.

BETWEEN.

MESH & GRAVEL INLET FILTER CONSTRUCTION NOTES:

EARTH BANK

FLOW

STABILISE STOCKPILE SURFACE

2:1 SLOPE (MAX.) 2:1 SLOPE (MAX.)

SEDIMENT FENCE

STOCKPILE CONSTRUCTION NOTES:PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.WHERE THEY ARE TO BE PLACED FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVEDE.S.C.P. OR S.W.M.P. TO REDUCE THE C-FACTOR TO LESS THAN 0.10.CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUND STOCKPILES ANDSEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.

1.

2.3.4.

5.

STOCKPILESSCALE N.T.S.

DROP INLET WITH GRATE

WIRE OR STEEL MESH(14 GAUGE x 150mmOPENINGS) WHERE GEOTEXTILEIS NOT SELF-SUPPORTING

WOVEN GEOTEXTILE

STAR PICKET FITTEDWITH SAFETY CAP

RUNOFF WATERWITH SEDIMENT

GEOTEXTILE EMBEDDED150mm INTO GROUND

SANDBAGS

WATERWAY

EXCAVATION

EARTH BANK

FILTEREDWATER

WOVEN GEOTEXTILE

FOR DROP INLETS @ NON-SAG POINTS,SANDBAGS, EARTH BANK OR EXCAVATIONUSED TO CREATE ARTIFICIAL SAG POINT

FLO

W

1 METER MAX.

1. FABRICATE A SEDIMENT BARRIER MADE FROM GEOTEXTILE.2. PICKET SPACING TO BE MAXIMUM 1.0m.3. IN WATERWAYS, ARTIFICIAL SAG POINTS CAN BE CREATED WITH SANDBAGS OR EARTH BANKS AS SHOWN IN THE DRAWING.4. DO NOT COVER THE INLET WITH GEOTEXTILES UNLESS THE DESIGN IS ADEQUATE TO ALLOW FOR ALL WATERS TO BYPASS IT.

GEOTEXTILE INLET FILTERSCALE N.T.S.

STAR PICKETS

GEOTEXTILE INLET FILTER CONSTRUCTION NOTES:


jliu, AutoPDF

PIPEWORK SYMBOLOGY & ABBREVIATIONS

NOTE: THIS IS A STANDARD LEGEND. ALL SYMBOLS MAY NOT NECESSARILY BE USED IN THESE DRAWINGS.

SYMBOLSRISER

DROPPERTEE DROPPERPIPEWORK CAPPIPEWORK CONTINUATION

PIPEWORK SECTIONDIRECTION ARROWNEW CONNECTION

NEXT DRAWING

STOP VALVECHECK VALVEBALANCING VALVE3 - WAY VALVEBALL VALVEREDUCED PRESSURE ZONE DEVICEPRESSURE RELIEF VALVEPRESSURE LIMITING VALVESOLENOID VALVEDOUBLE CHECK VALVEINFRA RED SENSOR

THERMOSTATIC MIXING VALVE

WATER FILTERREFLUX VALVE

REFLUX VALVE IN PIT

PATHBOXWATER METERGAS METER

STRAINERPRESSURE GAUGEFLOW SWITCHPRESSURE SWITCHWATER POINTTAP SETHOSE TAPBAYONET POINTREGULATORPUMPCONTROL PANEL

FIRE HOSE REEL

HOT WATER UNIT

FIRE HYDRANT

STREET HYDRANT

DUAL SUCTION POINT

QUAD SUCTION POINT

DUAL BOOSTER POINT

QUAD BOOSTER POINT

FLOORWASTETUNDISHBUCKET TRAP FLOORWASTECLEAROUT TO SURFACE

SEWER MANHOLE

BOUNDARY TRAPSURCHARGE GULLYINSPECTION SHAFTINDUCT PIPE MICA FLAPKAMLOCK CONNECTIONAIR ADMITTANCE VALVESYPHONIC OUTLETRAINWATER OUTLETSPREADER

OVERLAND FLOW ARROW

GREASE ARRESTOR

STORMWATER GRATE

STORMWATER COVER

REVISION

EXPANTION JOINT

PENETRATION / CORE HOLE IN SLAB

REDUCER

MONITORED VALVE

TRENCH GRATE

UNDOCUMENTED CONTINUED LINE

TEMPERING VALVE

ABBREVIATIONS ABBREVIATIONS cont. ABBREVIATIONS cont.

HYDRAULIC SERVICES LEGEND

STORMWATER FLOW ARROW

KERB ENTRY PIT

X-XXX

M

TT

PFSPS

H

--

BEAM PENETRATION

SYMBOLSDRAINAGE PIPING SYSTEMSAAV Air Admittance ValveBO Balcony OutletBT Boundary trapBTFW Bucket Trap FloorwasteCO Clear OutCST Condensate StackDG Disconnector GullyDP DownpipeDR Drainage RiserDTU Drainage Turn UpFU Fixture UnitsFW Floor WasteGA Grease ArrestorGD Grated DrainGO Gutter OutletGST Grease StackGTU Grease Turn UpGWST Grease Waste StackIO Inspection OpeningIPMF Induct Pipe Mica FlapIS Inspection ShaftKIP Kerb Inlet PitO/F OverflowORG Overflow Relief GullyPAPA Positive Air Pressure AttenuatorPO Planter OutletPFW Plantroom Floor WasteRVP Relief Vent PipeRWH Rain Water HeadRO Rainwater OutletS/TR Safe TraySDO Spoon Drain OutletSFW Sealed FloorwasteSMH Sewer ManholeSO Syphonic OutletSOF Syphonic OverflowSST Soil StackST StackSWP Stormwater PitSYP SyphonicTG Trench GrateTWMH Trade Waste ManholeTWST Trade waste StackTWTU Tradewaste Turn UpWST Waste Stack

VALVESBV Balancing ValveCV Check ValveDCV Double Check ValveECV Expansion Control valveFV Flush ValvePG Pressure GaugePLV Pressure Limiting ValvePRV Pressure Reduction ValveRPZD Reduced Pressure Zone DeviceRV Reflux ValveSV Stop ValveTMV Thermostatic Mixing ValveTPRV Temperature & Pressure Relief ValveTV Tempering ValveVB Vacuum Breaker

WATER PIPING SYSTEMSHWM Hot Water MeterHWU Hot Water UnitWM Water Meter

FLUID FLOWkPa KilopascalL LitresL/s Litres Per SecondLU Loading Unitsm.HEAD Metres Headm/s Metres per Secondm³/hr Cubic Metres per Hour

FIXTURESB BasinBBQ BarbequeBM Bain MarieBP Bayonet PointBSK Bar SinkBTH BathBWU Boiling Water UnitCWM Clothes Washing MachineCHWU Chilled Water UnitCS Cleaners SinkCT Cook TopDF Drinking FountainDU Dental UnitDWC Disabled Water ClosetDWM Dish Washing MachineEW Eye WashFC Fume CupboardFR FridgeFRS Flushing Rim SinkGWM Glass Washing MachineHT Hose TapIM Ice MachineLSK Laboratory SinkLT Laundry TubPS Pan SanitiserPSK Pot SinkSB Surgeons BasinSH Slop HopperSHR ShowerSK SinkSSHR Safety ShowerSTER SteriliserTD TundishTTD Trapped TundishUR UrinalUW Utensil WasherWC Water ClosetWT Wash Trough

MATERIALSBR BrassCI Cast IronCP Chrome PlatedCICL Cast Iron Cement LinedCu CopperDICL Ductile Iron Cement LinedFRC Fibre Reinforced ConcreteGAL GalvanisedGMS Galvanised Mild SteelHDPE High Density PolyethyleneMDPE Medium Density PolyethyleneMS Mild SteelNY NylonPEX Cross Linked PolyethylenePVC Polyvinyl ChlorideRCP Reinforced Concrete PipeS/S Stainless SteelUPVC Unplasticised Polyvinal ChlorideVCP Vitrified Clay Pipe

GAS PIPING SYSTEMSGFP Gas Fire PlaceGM Gas MeterGR Gas RegulatorkW KilowattLPG Liquified Petroleum GasMJ Megajoules

FIRE PROTECTION PIPING SYSTEMEXT ExtinguisherFH Fire HydrantFHBV Fire Hydrant Booster ValveFHR Fire Hose ReelFIP Fire Indicator PanelFSBV Fire Sprinkler Booster ValveSPR SprinklerSTD Sprinkler Test Drain

LEVELSAHD Australian Height DatumBWL Bottom Water LevelCL Ceiling LevelFFL Finished Floor LevelFSL Finished Surface LevelGL Ground LevelH/L High LevelHP High PointIL Invert LevelL/L Low Levelm Metremm MillimetresRL Reduced LevelSL Surface LevelSOB Soffit of BeamSOS Soffit of SlabSSL Structural Slab LevelTWL Top Water LevelU/S UndersideWL Water Level

MISCELLANEOUSA/C Air ConditioningAP Access PanelAS Australian StandardsBCA Building Code Of AustraliaCIC Cast In ColumnCIS Cast In SlabD DisabledDIA DiameterDWG DrawingEJ Expansion JointELEC Electrical ServiceHD Heavy DutyHV High VoltageID Inside DiameterLD Light DutyLV Low VoltageMIN MinimumMJD Movement Joint DrainNTS Not To ScaleOD Outside DiameterRHS Rectangular Hollow SectionSQ SquareTB Thrust BlockTEL Telecommunication ServiceTYP TypicalUNO Unless Noted OtherwiseUV Ultra Violet

THRUST BLOCK

P.A.P.A VALVERAINWATER HEAD

PROPOSED SUPERMARKETLOT 11 DP 835239 PAMBULA NSW

DA ISSUE

LOCALITY PLAN

AMENDMENT

CHAMBER VENT PIPE

CONDENSATE DRAIN

COLD WATER

DIESEL EXHAUSTDISCONNECTED SERVICEELECTRICAL SERVICE

FIRE HYDRANT

FIRE HOSE REEL

GAS SERVICE

GREASE WASTE

GREASE WASTE VENT PIPE

HOT WATER

IRRIGATION LINE

NON-POTABLE COLD WATER

NON-POTABLE HOT WATER

ULTRA PURE WATER

SANITARY PLUMBING

SUBSOIL

SANITARY RISING MAIN

STORMWATER DRAINAGE

STORMWATER RISING MAIN

SYPHONIC OVERFLOW

SYPHONIC STORMWATER

TRADE WASTE

TRADE WASTE VENT PIPE

VENT PIPE

WARM WATER

CASTIN

FIRE SERVICE

FIRE SPRINKLER MAIN

FIRE SPRINKLER RANGE PIPE

GAS FLUE

RAINWATER RE-USE

STORMWATER CATCHMENT

TRADE WASTE RISING MAIN

COLD WATER - EXISTING

CONDENSATE DRAIN - EXISTING

FIRE HOSE REEL - EXISTING

FIRE HYDRANT - EXISTING

FIRE SERVICE - EXISTING

FIRE SPRINKLER MAIN - EXISTING

FIRE SPRINKLER RANGE PIPE - EXISTING

GAS SERVICE - EXISTING

GREASE WASTE - EXISTING

GREASE WASTE VENT PIPE - EXISTING

HOT WATER - EXISTINGHOT WATER - HEAT TRACED

INSET BORDER

IRRIGATION LINE - EXISTING

NON-POTABLE COLD WATER - EXISTING

NON-POTABLE HOT WATER - EXISTING

RAINWATER RE-USE - EXISTING

ULTRA PURE WATER - EXISTINGSANITARY DRAINAGESANITARY DRAINAGE - EXISTING

SANITARY PLUMBING - EXISTING

SANITARY RISING MAIN - EXISTING

STORMWATER DRAINAGE - EXISTING

STORMWATER RISING MAIN - EXISTING

SUBSOIL - EXISTING

SYPHONIC OVERFLOW - EXISTING

SYPHONIC STORMWATER - EXISTING

TRADE WASTE - EXISTING

TRADE WASTE VENT PIPE - EXISTING

VENT PIPE - EXISTING

WARM WATER - EXISTING

CHVP CHVP

CW CW CWeCW eCW

CD CD CDeCD eCD

DE DE DEX X X X X X X X X X X

ELEC ELECFHR FHR

eFHR eFHRFH FH FH

eFH eFHFS FS FS

eFS eFSFSM FSM

eFSM eFSM

GF GF GFGAS GAS

eGAS eGAS

HW HW HWeHW eHW

IR IR IReIR eIR eIR

NPCW NPCWeNPCW eNPCWNPHW NPHW

eNPHW eNPHW

RR RR RReRR eRR

UPW UPWeUPW eUPW

SD SD SDeSD eSD

SP SP SPeSP eSP

SRM SRMeSRM eSRM

STW STWeSTW eSTW

SWRM SWRMeSWRM eSWRM

SS SS SSeSS eSSSOF SOF

eSOF eSOFSSW SSW

eSSW eSSWTW TW TW

eTW eTWTWRM TWRM

TWVP TWVPeTWVP eTWVP

VP VP VPeVP eVPWW WW

eWW eWW

GW GW GWeGW eGW

GWVP GWVPeGWVP eGWVP

CHAMBER VENT PIPE - EXISTINGeCHVP eCHVP

TRADE WASTE RISING MAIN - EXISTINGeTWRM eTWRM

PLANT LINE

STD STD SPRINKLER TEST DRAIN

CONDUIT

GAS SUPPRESSION PIPEGS GS GS

PD PD PD PD POOL DRAINPHW PHW PHW PHW POOL HEATING WATER

PW PW PW PW POOL WATER

eHWR eHWR

eWWR eWWR

HWR HWR

NHW-R NHW-R

WWR WWR

HOT WATER RETURNHOT WATER RETURN - EXISTING

NON-POTABLE HOT WATER RETURN

WARM WATER RETURNWARM WATER RETURN - EXISTING

DIRECTION OF FLOW

DIRECTION OF FLOW

--

--RISER --

SERVICE DESCRIPTION

SERVICE SIZERISER NUMBER / FLOW RATE

ADAPTABLE FIXTURE POINT(CAPPED FLUSH WITH SLAB)

OVERFLOWO/F

SITE

DRAWING SCHEDULEDRAWINGNUMBER

DRAWINGSCALE DRAWING TITLE

SW-00 N.T.S STORMWATER SERVICES COVER SHEET & LEGEND

SW-01 1:200 INGROUND GROUND LEVEL SERVICES AND SITE PLAN

SW-02 1:100 GROUND LEVEL STORMWATER SERVICES PLAN

SW-03 1:100 ROOF LEVEL STORMWATER SERVICES PLAN

N.T.S

SW-00 03

DA ISSUE

STORMWATER SERVICESCOVER SHEET & LEGEND

01 18/08/15 PRELIMINARY ISSUE BM BL

02 21/08/15 DA ISSUE BM BL

03 25/08/15 REVISED DA ISSUE BM BL

North Point:

Job No:

Dwg No:

Scale:

Issue:20150018 (A1)

Drawing Title:Architect: Project:

Lot 11 DP 835239PAMBULA NSW

PROPOSED SUPERMARKETServices Consultant:

NOTE: SYMBOLS ARE DRAWN IN THE CORRECT POSITION BUT ARE NOTSHOWN TO SCALE.

Int. App.AmendmentDateIssue

DRAWING NUMBER

COORDINATED REFERENCE DRAWINGS

MECH

STRUCT

ELEC

CIVIL

SERVICE

ARCH

ISSUE DATE

Client:

GOULBURN NSW 2580

Unit 122 Elizabeth Street

GREAT SOUTHERN

THIS DRAWING IS CONFIDENTIAL AND IS NOT TO BE REPRODUCED IN ANY FORM AS AWHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN AUTHORITY OF INSYNC SERVICESPTY. LTD. THIS DRAWING IS NOT TO BE USED PREJUDICIAL TO THE INTEREST OF INSYNCSERVICES PTY. LTD.THIS DRAWING CONTAINS PATENTS PENDING AND INTELLECTUAL PROPERTY OWNED BYINSYNC SERVICES PTY. LTD.© COPYRIGHT. ALL RIGHTS RESERVED

TM

Quality ISO 9001

Certified System

FS 581006

Suite 6.02, Level 689 York StreetSYDNEY NSW 2000Ph (02) 9262 3400Fax (02) 9262 3422A.C.N.: 150 234 870A.B.N.: 24 917 388 129

O Z T A LA R C H I T E C T S

DEVELOPMENTS Pty Ltd

DP

1007.29L/s

DP

1000.57L/s

DP

1004.29L/s

DP

1004.29L/s

DP

1004.29L/s

DP

1004.29L/s

DP

1004.27L/s

DP

1002.44L/s

DP

1004.82L/s

DP

1004.68L/s

DP

1005.25L/s

DP

1005.25L/s

DP

1005.25L/s

DP

1005.25L/s

CWCWCWCWCW

eCW

eCWeCW

eCWeCW

eCWeCW

eCWeCW

eCW

H

FHFH

FHFH

FHFH

FH

FH FH FH FH FH FH FH

CW CW CW CW CW CW CW

CW

100

100

100

100 100FH

FH

FH

FH

LOCATE AND CONNECT NEW COMBINED FIREHYDRANT AND POTABLE WATER SERVICE TOEXISTING AUTHORITY WATER MAIN LOCATED INMERIMBOLA STREET.

SUPPLY AND INSTALL FIRE HYDRANTBOOSTER ASSEMBLY WITH DOUBLECHECK DETECTOR BACKFLOWDEVICE. SUPPLY AND INSTALL COLD WATER

METER AND SITE CONTAINMENTREDUCED PRESSURE ZONE DEVICE.

GWSDSD

SDSD

SDSD

SDSD

VP VP CW

40--

VP

100--

40 40

100

100

100

100

100

2000L SUPERMARKETGREASE ARRESTOR.

eSD eSD eSD eSD eSD eSDSD

100

eSD

eSD

eSD

eSD

eSD

eSD

eSD

eSD

eSD

eSD

eSD eSD

eSMH

eSMHAUTHORITY SEWER MAIN.

DP

1006.02L/s

DP

1001.00L/s

DP

1501.63L/s

LOCATE AND CONNECT TOEXISTING SEWER MANHOLE.

SUPERMARKET

EXIS

TING

AUT

HORI

TY W

ATER

MAI

N

FIRE HYDRANT PUMP HOUSE LOCATED MINIMUM10M FROM BUILDING. PUMP HOUSE TO HAVEROOF INSTALLED TO PROTECT EQUIPMENT.DIESEL EXHAUST TO DISCHARGE AT HIGH LEVELOUT OF STREET SIDE WALL.INTERNAL DIMENSIONS:2300mm (WIDTH) x 5600mm (LENGTH) x 2100mm(HEIGHT)

NOTE:CIVIL CONTRACTOR TO CONNECTDOWNPIPES TO IN GROUND STORMWATERSYSTEM.

North Point:

Job No:

Dwg No:

Scale:

Issue:20150018 (A1)






DRAWING NUMBER


MECH

STRUCT

ELEC

CIVIL

SERVICE

ARCH

ISSUE DATE

Client:

GOULBURN NSW 2580


GREAT SOUTHERN


TM

Quality ISO 9001

Certified System

FS 581006



DEVELOPMENTS Pty Ltd01 18/08/15 PRELIMINARY ISSUE BM BL



1:200

SW-01 03

DA ISSUE

INGROUND GROUND LEVELSERVICES AND SITEPLAN

N

SERVICES TO BE INSTALLED BELOW SLAB

Line of Vision

DP

1007.29L/s

DP

1000.57L/s

GO ABOVEGO ABOVE

DP

1004.29L/s

DP

1004.29L/s

DP

1004.29L/s

DP

1004.29L/s

DP

1004.27L/s

DP

1002.44L/s

DP

1006.02L/s

GO ABOVE

GO ABOVE

DP

1004.68L/s

GO ABOVE

DP

1005.25L/s

GO ABOVE

GO ABOVE

DP

1005.25L/s

GO ABOVE

DP

1005.25L/s

GO ABOVE

DP

1005.25L/s

GO ABOVE

GO ABOVE

GO ABOVE

GO ABOVE

GO ABOVE

GO ABOVE

GO ABOVE

DP

1001.63L/s

DP

1001.00L/s

North Point:

Job No:

Dwg No:

Scale:

Issue:20150018 (A1)






DRAWING NUMBER


MECH

STRUCT

ELEC

CIVIL

SERVICE

ARCH

ISSUE DATE

Client:

GOULBURN NSW 2580


GREAT SOUTHERN


TM

Quality ISO 9001

Certified System

FS 581006






1:100

SW-02 03

DA ISSUE

GROUND LEVELSTORMWATER SERVICESPLAN

N


Line of Vision

A= 70.0m²Q100= 5.25L/s

A= 70.0m²Q100= 5.25L/s

A= 70.0m²Q100= 5.25L/s

A= 70.0m²Q100= 5.25L/s

A= 62.3m²Q100= 4.68L/s

A= 97.2m²Q100= 7.29L/s

A= 21.7m²Q100= 1.63L/s

A= 7.6m²Q100= 0.57L/s

A= 6.8m²Q100= 0.51L/s

GO

GOGO

GO

GO

GO

GO

GO

GO

GO

GO

O/F

O/F

O/F

O/F

O/F

O/F

O/F

O/F

O/F

O/F

O/F

200mm HALF ROUND MAINROOF EAVES GUTTER.

600mm WIDE x 150mm DEEPMAIN ROOF BOX GUTTER.150mm DEEP SUMPREQUIRED.

450mm WIDE x 150mm DEEPSMALLER CATCHMENT BOXGUTTER. 150mm DEEP SUMPREQUIRED.


450mm WIDE x 150mm DEEPSMALLER CATCHMENT BOXGUTTER. 150mm DEEP SUMPREQUIRED.


GO

GO

GO

GO

GO

GO200mm HALF ROUND MAINROOF EAVES GUTTER.

A= 99.3m²Q20= 6.07L/s

A= 39.9m²Q20= 2.44L/s

A= 69.9m²Q20= 4.27L/s

A= 70.1m²Q20= 4.29L/s

A= 70.1m²Q20= 4.29L/s

A= 70.1m²Q20= 4.29L/s

A= 70.2m²Q20= 4.29L/s


GOO/F O/F GO

O/F

GO

600mm WIDE x 200mm LONGx 400mm DEEP RAIN HEADWITH 100mm DOWNPIPE.

SPREADER FROM HALFROUNDGUTTER TO LOWER ROOF.

SPREADER FROM HALF ROUNDGUTTER TO LOWER ROOF.



North Point:

Job No:

Dwg No:

Scale:

Issue:20150018 (A1)






DRAWING NUMBER


MECH

STRUCT

ELEC

CIVIL

SERVICE

ARCH

ISSUE DATE

Client:

GOULBURN NSW 2580


GREAT SOUTHERN


TM

Quality ISO 9001

Certified System

FS 581006






1:100

SW-03 03

DA ISSUE

ROOF LEVELSTORMWATER SERVICESPLAN

N


Line of Vision