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Development Application – Material Change of Use 15 – 17 Iridium Drive Paget

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Page 1: Development Application – Material Change of Use 15 – 17 ...includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet. Refer to the Proposed

Development Application –

Material Change of Use

15 – 17 Iridium Drive Paget

tracyh
Received (Manual Date)
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Contents 1.0 Executive Summary ........................................................................................ 3

Site Details ................................................................................................. 3

Mackay, Isaac & Whitsunday Regional Plan ........................................................... 3

Planning Scheme Designations ......................................................................... 3

Application Details ........................................................................................ 3

2.0 Introduction ................................................................................................. 4

3.0 Site Description ............................................................................................. 5

3.1 Subject Site and Surrounding Land Uses ............................................................... 5

3.2 Site History and Previous Approvals .................................................................... 5

4.0 Proposal ..................................................................................................... 6

5.0 Planning Assessment ..................................................................................... 7

5.1 Mackay Isaac Whitsunday Regional Plan ............................................................ 7

5.2 Planning Scheme ........................................................................................ 7

5.2.1 Defined Use ............................................................................................ 7

5.2.2 Level of Assessment and Applicable Code ........................................................ 8

5.2.3 Summary of Assessment against Applicable Codes ............................................. 8

6.0 Conclusion ................................................................................................. 10

APPENDICES ................................................................................................... 11

APPENDIX A – DETAIL SURVEY ............................................................................. 12

APPENDIX B – PROPOSAL PLANS .......................................................................... 13

APPENDIX C – STORMWATER PLANS ...................................................................... 14

APPENDIX D – ASSESSMENT AGAINST APPLICABLE PLANNING SCHEME CODES ................. 15

Low Impact Industry Zone Code ....................................................................... 16

Industry Activities Code ................................................................................. 20

General Development Requirements Code ........................................................... 28

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1.0 Executive Summary

Site Details

Address 15 – 17 Iridium Drive, Paget

Property Description Lot 542 on SP197322

Area 2000m2

Local Authority Mackay Regional Council

Registered Owners Glenn Jesbinder Singh and Veronica May Singh (Trustee under Instrument 718229618)

Mackay, Isaac & Whitsunday Regional Plan

Land Use Designation Urban Footprint

Planning Scheme Designations

Planning Scheme Mackay Region Planning Scheme

Zone Low Impact Industry

Overlays Aviation Facility – Building Restriction Area – Area of Interest

Application Details

Applicant GJ and VM Singh Family Trust C/- Wall Planning & Environmental Consulting Proposal Material Change of Use for an Industrial Shed – Warehouse

Application Type Development Permit for Material Change of Use

Level of Assessment Code Assessment

Applicable Codes Low Impact Industry Zone Code Industry Activities Code General Development Requirements Code Referral Agencies Nil

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2.0 Introduction This report has been prepared by Wall Planning & Environmental Consulting to accompany a Development Application made by GJ and VM Singh Family Trust. The relevant local authority is the Mackay Regional Council. The proposed development is assessable against the Planning Scheme for the Mackay Regional Council – Mackay Region Planning Scheme 2017.

The application seeks a Development Permit for Material Change of Use. The Development Application is subject to Code Assessment. The property is situated in the “Low Impact Industry Zone” of the Mackay Region Planning Scheme 2017.

The proposed development is for an industrial warehouse shed. Global Product Supply is an existing conveyor belt equipment supply business in Mackay. Global Product Supply assemble and supply conveyor built equipment for a variety of industries, including, coal mining (underground and surface), power stations, sugar mills and refineries, port terminals, grain handling and storage, cement plants and the woodchip industry.

The proposed industrial warehouse shed is for the storage of components and dispatch to the wholesaler. The proposed activities in the warehouse are for assembly only. No manufacturing will occur in the Warehouse, apart from the assembly of rollers and the application of lagging.

A Warehouse is defined as, “the use of premises for: (a) storing or distributing goods, whether or not carried out in a building; or (b) the wholesale of goods, if the use is ancillary to the use in paragraph (a)”. A Warehouse use within the Low Impact Industry zone is subject to “Code Assessment” in accordance with the Mackay Region Planning Scheme 2017. The Assessment Benchmarks for Assessable Development and Requirements for Accepted Development are:

(a) Low impact industry zone code (b) Industry activities code (c) General development requirements code

The purpose of this report is to describe the characteristics of the subject site and surrounding land uses, provide details of the proposed development, and address the assessment benchmarks as set out in the Planning Scheme.

The following is provided in support of the development application:

• Development Application Form 1; • Owners Consent to the making of the Development Application; • Detail Survey of Lot 542 on SP197322, prepared by Mackay Surveys; • Proposal Plans, including, No, J0282 (Prelim D), Drawing No. 00,01,05,06,07 prepared by Tony

Cook Building Design; and • Stormwater Drainage Plans, Drawing No. STP17-1118 C401 – C405, prepared by STP

Consultants.

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3.0 Site Description

3.1 Subject Site and Surrounding Land Uses

The site is located at 15 – 17 Iridium Drive, Paget and is described as Lot 542 on SP197322, refer to the existing Survey Plan, attached as Appendix A. The site is rectangular in shape and has an area of 2,000m2 and a frontage of 31.25m. The site is relatively flat.

Figure 1: Subject site

Access to the site is currently provided via Iridium Drive. The site is vacant (refer to Figure 1). There is no vegetation onsite, apart from low level grass cover.

The site is located within the Low Impact Industry Zone and is connected to physical infrastructure networks. The site is located within the established industrial area of Paget and is surrounded by other industrial land uses.

3.2 Site History and Previous Approvals Mackay Regional Council issued a Development Permit (Mackay Regional Council Ref. No. DA-2008-329) for “General Industry and Operational Works (driveway invert crossover, stormwater management plan and connection and sewer and water connections)” on 3rd December 2008. However, the Development Permit was not implemented and the Development Permit has therefore lapsed.

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4.0 Proposal The application seeks a Development Permit for Material Change of Use for a “Warehouse” in the Low Impact Industry zone.

The proposed industrial shed is 6m to the underside of the roof and will be located on the southern portion of Lot 542 on SP197322 and is proposed to be setback 12m from the Iridium Drive road frontage.

Global Product Supply is an existing conveyor built equipment supply business in Mackay. Global Product Supply assemble and supply conveyor belt equipment for a variety of industries, including, coal mining (underground and surface), power stations, sugar mills and refineries, port terminals, grain handling and storage, cement plants and the woodchip industry.

The proposed industrial warehouse shed is for the storage of components and dispatch to the wholesaler. The proposed activities in the warehouse are for assembly only. No manufacturing will occur in the Warehouse, apart from the assembly of rollers and the application of lagging.

The Industrial Shed is 14m x 35m, with a total floor area of 490m2 and a site cover of approximately 25%. The warehouse includes an office/ reception area on the ground floor, that includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet.

Refer to the Proposed Building Plans, attached as Appendix B.

A summary of the key elements of the proposal are set out in Table 1 below.

Key Elements Details of the Proposal

Building height, built form and appearance

The proposed warehouse be complimentary to the existing industrial style buildings, located within the established industrial area of Paget.

Landscaping The development will incorporate a minimum of 150m2 of landscaped area, a minimum of 2m wide along the Iridium Drive frontage. the landscaping will be provided in accordance with Council’s standards.

Carparking and Vehicular Access

Vehicular access is currently provided via Iridium Drive. A vehicular crossover, driveway and car parking area (for five (5) cars and one (1) heavy vehicle parking space) will be designed for the industrial use in accordance with Council’s standards,

Services and Utilities The development will be connected to water, sewer, stormwater in accordance with Council’s standards.

Table 1: Key Elements of Proposal

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5.0 Planning Assessment

5.1 Mackay Isaac Whitsunday Regional Plan The Mackay Isaac Whitsunday Regional Plan (MIWRP) was released February 2012. The MIWRP policy states (in part), Complimentary businesses and industries are collocated within urban areas to minimise transport demand, freight movements and greenhouse gas emissions as well as reduce vulnerability to the impacts of oil dependency.

The proposed Industrial Warehouse supports the Urban Area and is thus consistent with the intent set out in the Regional Plan for the RLRPA.

5.2 Planning Scheme The applicable Planning Scheme is the Mackay Regional Planning Scheme 2017 (Version 1.1). The planning scheme was prepared in accordance with the Sustainable Planning Act 2009 and later amended in order to align with the Planning Act 2016. The Mackay Region Planning Scheme 2017 was adopted 24 July 2017. Part 3 of the Planning Scheme sets out the Strategic Framework for the Region. Specifically, Section 3.2.3 – Network of Centres and Industrial Uses, specifies the Strategic Intent for the: “Low-impact industrial uses in the Mackay urban area are located close to major centres and within the low impact industrial areas along Harbour Road (North Mackay), Slade Point, Glenella, northern and eastern Paget, the City Centre (east) and Rural View…” The site is included in the “Low Impact Industry” Zone. The intent of the Low Impact Industry Zone is to: “ (a) Provide for service industry and low impact industry; and (b) Other uses and activities that:

(i) support the industry activities; and (ii) do not compromise the future use of premises for industry activities”.

The proposed Warehouse will support the intent of the Low Impact Industry and ensure the effective operation of an existing established industrial business, Global Product Supply, in Mackay. The conveyor belt components will be stored in the warehouse and dispatched to the wholesaler. The proposed activities in the warehouse are for assembly only. No manufacturing will occur in the Warehouse, apart from the assembly of rollers and the application of lagging.

The application is subject to Code Assessment. An assessment of the application against the applicable provisions of the Planning Scheme is provided below.

5.2.1 Defined Use Schedule 1 of Mackay Region Planning Scheme 2017, includes a definition of Low Impact Industry and Warehouse:

Low impact industry means the use of premises for an industrial activity: (a) that is the manufacturing, producing, processing, repairing, altering, recycling, storing,

distributing, transferring or treating of products; and (b) that a local planning instrument applying to the premises states is low impact industry; and (c) that complies with any thresholds for the activity states in a local planning instrument

applying to the premises, including, for example, thresholds relating to the number of products manufactured or the level of emissions produced by the activity.

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“Warehouse means the use of premises for: (a) storing or distributing goods, whether or not carried out in a building; or (b) the wholesale of goods, if the use is ancillary to the use in paragraph (a)”.

The proposed warehouse use is in accordance with both the definition of low impact industry and warehouse as set out in Schedule 1 of the Planning Scheme.

5.2.2 Level of Assessment and Applicable Code Table 5.5.10 – Low Impact Industry Zone lists the Use, Categories of Development and Assessment and the Assessment benchmarks for assessable development and requirements for accepted development. A Warehouse (if not accepted development) is subject to Code Assessment.

The applicable assessment benchmarks are:

• Low impact industry zone code; • Industry activities code; • General development requirements code; and • Healthy waters code (section 9.4.3.1 identifies if the code is applicable). Note: The

Healthy waters code is not applicable in this instance.

An assessment against the relevant codes for the proposed development is set out in Appendix C.

5.2.3 Summary of Assessment against Applicable Codes An assessment of the development against the applicable codes in the Mackay Region Planning Scheme has been undertaken, refer Appendix C.

The proposed Warehouse will comply with the overall outcomes and purpose of the Low Impact Industry Code, as:

• the use complies with the predominant form of development within the zone, i.e. low impact industrial development;

• the development site is efficiently serviced by the full range of urban infrastructure networks and maximises access to appropriate transport infrastructure;

• the development will integrate with the built from of the area and will not constitute overdevelopment of the site, in particular, the road frontage setback has been designed to accommodate landscaping and avoid building visually overbearing and the development provides a high quality design outcome within the established industrial area of Paget.

In summary, the code assessment against the Industrial Activities Zone has determined that the proposed development complies with all of the outcomes as set out in the Code. The purpose of the industry activities code is to ensure that industry activities operate efficiently, maintain the amenity of nearby sensitive land uses and provide a high quality visual amenity within the site and as viewed from adjoining roads. The proposed Warehouse will comply with the overall outcomes and purpose of the Industry Activities Zone Code as the development:

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• will provide a high quality design outcome and will not constitute overdevelopment of the site;

• will effectively address the street; • ensures sufficient area to include landscaping to soften the appearance of the

development and enhance the visual amenity of the local area; and • the access points, vehicle manoeuvring areas, queuing areas, services areas and car

parking spaces will be designed to be safe and adequate for the type and number of vehicles accessing the development.

In summary, the code assessment against the General Development Code has determined that the proposed development complies with all of the Acceptable Outcomes (where applicable) as set out in the Code, apart from where the development complies with the Performance Outcomes as set out below:

• PO1 The development will be connected to Council’s reticulated water supply and wastewater network in accordance with Council’s standards.

• PO2 and PO3 The development will connect to stormwater infrastructure designed in accordance with Council’s standards.

• PO9 The development will not be serviced by the Council’s refuse collection and will therefore develop and implement a refuse management plan.

• PO14 Access to the site will be designed to provide safe and efficient access and will be constructed to industrial standards.

• PO15 The development will include the provision for five (5) on site car parks and one (1) heavy vehicle space in accordance with Council’s requirements.

• PO24 Lighting for the warehouse will be designed to ensure ongoing amenity and safety. • PO36 and PO37 Landscaping for the development will be designed in accordance with

Council’s standards, in particular, SC6.7 – Engineering Design Guideline – Landscape Planning Scheme Policy and an approved landscape plan.

Refer Appendix C for the full assessment against the applicable codes.

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6.0 Conclusion The application seeks a Development Permit (Material Change of Use) for a Warehouse in the low impact industry zone. The proposed industrial warehouse shed is for the storage of components and dispatch to the wholesaler for the Global Product Supply, a company specialising in conveyor equipment. The proposed activities in the warehouse are for assembly only. No manufacturing will occur in the Warehouse, apart from the assembly of rollers and the application of lagging.

The proposed development is Code Assessment and is consistent with the performance outcomes and acceptable outcomes of the applicable assessment benchmarks set out in the Mackay Region Planning Scheme. In summary, the code assessment has determined that the proposed development complies with all of the Acceptable Outcomes and/ or Performance Outcomes (where applicable) as set out in the Code.

We look forward to Council’s assessment of the application and provision of the Development Permit (Material Change of Use).

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APPENDICES

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APPENDIX A – DETAIL SURVEY

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APPENDIX B – PROPOSAL PLANS

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DO NOT SCALE OFF DRAWINGS. ALWAYS USE WRITTENDIMENSIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONSAND LEVELS AT THE JOB PRIOR TO COMMENCING ANYWORK OR MAKING ANY SHOP DRAWINGS.

REV. DESCRIPTION DATE

© Copyright - Reproduction in part or whole is forbidden without written permission from Tony Cook Build Design (Aust.)

RPD:

Building Class:

Wind Class:

Climate Zone:

Soil Type:

Scale: on A3

Designed by:

Drawn by:

Approved by:

First Issue Date:

Job No:

DWG No: of

All design, construction and materials shall be constructed in accordance with the National Construction Code (NCC): The Building Code of Australia (BCA), The Queensaland Development Code (QDC), The Building Act 1975, Building Regulations and Local Government plans and policies, all current issues of Australian Standards and the manufactures specifications and installation details for relevant elements. Any substitution of anystructural members or variations of any part of the design will void any responsibilities of the draftsperson for structural integrity and performance of the building/structure. Any discrepencies to be reported to the draftsperson immediately.

ADDRESS:

CLIENT:

PROJECT:

Principal:  Tony Cook                                                QBCC Licence No. 1209 8833/37 Brisbane St, Mackay Qld  4740                                  ABN  31 043 368 962ph. 0422 213 752email:  [email protected]                       www.tonycookbuildingdesign.com

For illustration purposes only. please refer to Tender / Contract Schedule for inclusions.

PROJECT DOCUMENT LIST:

Tony Cook Building Design Plans -

CONSULTANTS:

Structural Engineer -

Geotechnical Engineer -

SUPPORTING DOCUMENTS:

Building Workplace Health and Safety Report Council Flood Levels Advice Council Planning Scheme Property Report Detailed Survey Plan Energy Efficiency Form 15 Energy Efficiency Report Registered Survey Plan Soil Investigation Report Structural Engineer's Form 15 Transport Noise Corridor Report

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00

21/06/17A                        Prelim

B                        Prelim

D                        Prelim

Cover Page‐

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Proposed Industrial Shed15 - 17 Iridium Dr, Paget

GJ & VM Singh Family Trust

Engineering

Geo Engineering

☑‐‐‐‐‐‐‐‐‐

BCA FIRE SAFETY ANALYSIS & INSTALLATIONSIn accordance with the Building Code of Australia

REQUIREMENTS BCA REFERENCE IMPLEMENTS

SECTION A - GENERAL PROVISIONS:1. Building Classification to part A3.2 Industrial - Class 7 or 8

SECTION C - FIRE RESISTANCE:1. Type of Construction to part C1.1 Type C to Spec. C5.12. External Walls - = 3m form boundary to part C5.1

SECTION D ACCESS & AGRESS1. Exit travel distances req'd D1.4 20m Maximum - 1 available exit2. Disabled access req'd D3.23. Total number of persaons accomodated req'd D1.13 Less than 100 people

SECTION E SERVICES & EQUIPMENT:1. Fire hydrants not req'd E1.3 Floor area less than 500sqm.2. Fire hose reels not req'd E1.4 Floor area less than 500sqm.3. Sprinlers not req'd E1.5 Floor area less than 500 sqm.4. Portable fire extinguishers req'd to part E1.6 In accordance with

sections 1, 2, 3 & 4 of SA24445. Fire control centres not req'd E 1.8 Floor area less than 1800sqm.6. Smoke Detectors req'd E2.2 Table E2.2a - Single story Class 7 or 8 building7. Emergency lighting req'd E4.2 Floor area greater than 300sqm.8. Exit signs req'd E4.5 In accordance with sections

1, 2, 3 & 4 of SA2444

DISABLITY ACCESS - PART D3Buliding access to partr D.3In accordance with AS 1248.1 design for access & mobility

Carparking to part D3.5(1 disabliity carparks/100 parks).

ARTIFICIAL LIGHTINGIn accordance with part F4.4 - Installation must comply withAS/NZS 16880.0

VENTILATIONGeneral areas - Natural ventilation in accordance with F1.6

NOISE TRANSMISSION & INSULATIONIn accordance with F5.2

County.Council

Footprint AreaBlock AreaSite Coverage

Parish.Description.Suburb.Lot No.

Roof CatchmentArea

Per Downpipe

Rainfall Intensity

No. of Downpipes

Description

24.5 %

485 m²

2000 m²

CarlisleMackay Regional Council

490 m²

HowardSP197322

542Paget

273 mm/h

1485m²

Industry Low impact

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SS

SS

SS

SS

SS

S

WW

WW

WW

WW

W

Proposed Industrial Shed

NORTH30

00

15000

64.00 m278° 43' 30"

31.2

5 m

188°

43'

30"

64.00 m98° 43' 30"

31.2

5 m

8° 4

3' 3

0"

1425

0

14300

Iridi

um

D

rv

P1

Waste BinEnclosure

P2

P3

P4

P5

DisabledParking

Loading

2000 5400 7600

Land

scap

e Ar

ea

Landascape Area

Landscape Area

Provide 100mm White LineMarking for Carparking(Typical)

34700

Asphault surface

INSTALL NEW INDUSTRIALCONCRETECROSSOVER INACCORDANCE WITHMACKAYREGIONAL COUNCILSSTANDARDDWG. A3-773 D.

2275

075

0010

00

DO NOT SCALE OFF DRAWINGS. ALWAYS USE WRITTENDIMENSIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONSAND LEVELS AT THE JOB PRIOR TO COMMENCING ANYWORK OR MAKING ANY SHOP DRAWINGS.

REV. DESCRIPTION DATE

© Copyright - Reproduction in part or whole is forbidden without written permission from Tony Cook Build Design (Aust.)

RPD:

Building Class:

Wind Class:

Climate Zone:

Soil Type:

Scale: on A3

Designed by:

Drawn by:

Approved by:

First Issue Date:

Job No:

DWG No: of

All design, construction and materials shall be constructed in accordance with the National Construction Code (NCC): The Building Code of Australia (BCA), The Queensaland Development Code (QDC), The Building Act 1975, Building Regulations and Local Government plans and policies, all current issues of Australian Standards and the manufactures specifications and installation details for relevant elements. Any substitution of anystructural members or variations of any part of the design will void any responsibilities of the draftsperson for structural integrity and performance of the building/structure. Any discrepencies to be reported to the draftsperson immediately.

ADDRESS:

CLIENT:

PROJECT:

Principal:  Tony Cook                                                QBCC Licence No. 1209 8833/37 Brisbane St, Mackay Qld  4740                                  ABN  31 043 368 962ph. 0422 213 752email:  [email protected]                  www.tonycookbuildingdesign.com.au

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B                        Prelim

D                        Prelim

Site Plan‐

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Proposed Industrial Shed15 - 17 Iridium Dr, Paget

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1 : 200

Site Plan

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820

820

9032

2070

7660

7028

0090

1400

0

34700

TilesOffice

TilesFoyer

TilesFront Desk

1 2 3 4 5 6 7

5833 5833 5833 5833 5833 5683

820

8203.5/3.5 R/D

3.5/3.5 R/D

3.5/3.5 R/D

3.5/

3.5

R/D

820de

sk

2424

FG

2424

FG

2424

FG

Tiles

UnisexDisabled

TilesKitchenett

refsnk

70 5600 70 2100 70 1000 70

12/1

2 xo

920

820

820

09/06 xo obs09/09 xo obs

Section 108

Section 108

70 5600 70

5740

Section 207.5

Section 207.5

DO NOT SCALE OFF DRAWINGS. ALWAYS USE WRITTENDIMENSIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONSAND LEVELS AT THE JOB PRIOR TO COMMENCING ANYWORK OR MAKING ANY SHOP DRAWINGS.

REV. DESCRIPTION DATE

© Copyright - Reproduction in part or whole is forbidden without written permission from Tony Cook Build Design (Aust.)

RPD:

Building Class:

Wind Class:

Climate Zone:

Soil Type:

Scale: on A3

Designed by:

Drawn by:

Approved by:

First Issue Date:

Job No:

DWG No: of

All design, construction and materials shall be constructed in accordance with the National Construction Code (NCC): The Building Code of Australia (BCA), The Queensaland Development Code (QDC), The Building Act 1975, Building Regulations and Local Government plans and policies, all current issues of Australian Standards and the manufactures specifications and installation details for relevant elements. Any substitution of anystructural members or variations of any part of the design will void any responsibilities of the draftsperson for structural integrity and performance of the building/structure. Any discrepencies to be reported to the draftsperson immediately.

ADDRESS:

CLIENT:

PROJECT:

Principal:  Tony Cook                                                QBCC Licence No. 1209 8833/37 Brisbane St, Mackay Qld  4740                                  ABN  31 043 368 962ph. 0422 213 752email:  [email protected]                  www.tonycookbuildingdesign.com.au

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21/06/17A                        Prelim

B                        Prelim

D                        Prelim

Ground Floor Plan‐

ajc

J0282 ‐ Prelim D

Proposed Industrial Shed15 - 17 Iridium Dr, Paget

GJ & VM Singh Family Trust

Name AreaGround FloorShed 419.02 m²Office 70.98 m²Grand total 490.00 m²

CA

D

B

S

1 : 100

.Ground Floor

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0Ground Floor

2700Office Plate

2700

6000Shed Plate

6000

Colorbond shed toengineers details

Powdercoated aluminiumwindows and sliding doors.

2424 FG 2424 FG 2424 FG 2424

Refer Shed Manufactures details.

0Ground Floor

2700Office Plate

2700

6000Shed Plate

1234567

6000

Colorbond shed as perengineers details

Powdercoated aluminiumwindows and sliding doors.

3.5/3.5 R/D

82009/06 xo obs

09/09 xo obs

Refer Shed Manufactures details.

DO NOT SCALE OFF DRAWINGS. ALWAYS USE WRITTENDIMENSIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONSAND LEVELS AT THE JOB PRIOR TO COMMENCING ANYWORK OR MAKING ANY SHOP DRAWINGS.

REV. DESCRIPTION DATE

© Copyright - Reproduction in part or whole is forbidden without written permission from Tony Cook Build Design (Aust.)

RPD:

Building Class:

Wind Class:

Climate Zone:

Soil Type:

Scale: on A3

Designed by:

Drawn by:

Approved by:

First Issue Date:

Job No:

DWG No: of

All design, construction and materials shall be constructed in accordance with the National Construction Code (NCC): The Building Code of Australia (BCA), The Queensaland Development Code (QDC), The Building Act 1975, Building Regulations and Local Government plans and policies, all current issues of Australian Standards and the manufactures specifications and installation details for relevant elements. Any substitution of anystructural members or variations of any part of the design will void any responsibilities of the draftsperson for structural integrity and performance of the building/structure. Any discrepencies to be reported to the draftsperson immediately.

ADDRESS:

CLIENT:

PROJECT:

Principal:  Tony Cook                                                QBCC Licence No. 1209 8833/37 Brisbane St, Mackay Qld  4740                                  ABN  31 043 368 962ph. 0422 213 752email:  [email protected]                  www.tonycookbuildingdesign.com.au

 1 : 100

26/10/20

17 1:00:29

 PM

06

21/06/17A                        Prelim

B                        Prelim

D                        Prelim

Elevations‐

ajc

J0282 ‐ Prelim D

Proposed Industrial Shed15 - 17 Iridium Dr, Paget

GJ & VM Singh Family Trust

1 : 100

Elevation A

1 : 100

Elevation B

Page 19: Development Application – Material Change of Use 15 – 17 ...includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet. Refer to the Proposed

0Ground Floor

2700Office Plate

2700

6000Shed Plate

6000

820

3.5/3.5 R/D

Refer Shed Manufactures details.

0Ground Floor

2700Office Plate

2700

6000Shed Plate

1 2 3 4 5 6 7

6000

Colorbond shed as perengineers details

820

3.5/3.5 R/D 3.5/3.5 R/D

Refer Shed Manufactures details.

DO NOT SCALE OFF DRAWINGS. ALWAYS USE WRITTENDIMENSIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONSAND LEVELS AT THE JOB PRIOR TO COMMENCING ANYWORK OR MAKING ANY SHOP DRAWINGS.

REV. DESCRIPTION DATE

© Copyright - Reproduction in part or whole is forbidden without written permission from Tony Cook Build Design (Aust.)

RPD:

Building Class:

Wind Class:

Climate Zone:

Soil Type:

Scale: on A3

Designed by:

Drawn by:

Approved by:

First Issue Date:

Job No:

DWG No: of

All design, construction and materials shall be constructed in accordance with the National Construction Code (NCC): The Building Code of Australia (BCA), The Queensaland Development Code (QDC), The Building Act 1975, Building Regulations and Local Government plans and policies, all current issues of Australian Standards and the manufactures specifications and installation details for relevant elements. Any substitution of anystructural members or variations of any part of the design will void any responsibilities of the draftsperson for structural integrity and performance of the building/structure. Any discrepencies to be reported to the draftsperson immediately.

ADDRESS:

CLIENT:

PROJECT:

Principal:  Tony Cook                                                QBCC Licence No. 1209 8833/37 Brisbane St, Mackay Qld  4740                                  ABN  31 043 368 962ph. 0422 213 752email:  [email protected]                  www.tonycookbuildingdesign.com.au

 1 : 100

26/10/20

17 1:00:29

 PM

07

21/06/17A                        Prelim

B                        Prelim

D                        Prelim

Elevations‐

ajc

J0282 ‐ Prelim D

Proposed Industrial Shed15 - 17 Iridium Dr, Paget

GJ & VM Singh Family Trust

1 : 100

Elevation C

1 : 100

Elevation D

Page 20: Development Application – Material Change of Use 15 – 17 ...includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet. Refer to the Proposed

15 – 17 Iridium Drive, Paget

14 | Page

APPENDIX C – STORMWATER PLANS

Page 21: Development Application – Material Change of Use 15 – 17 ...includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet. Refer to the Proposed

KEM

A

KEM

STP17-1118 C100

for TONY COOK BUILDING DESIGNSINDUSTRIAL SHED -

15-17 IRIDIUM DRIVE

SURVEY INFORMATION

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concrete
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driveway
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concrete
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elec
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pillar
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SV
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SV
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Sewer MH
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Lid 7.235
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IL 4.140
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Sewer MH
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Lid 7.225
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IL 4.75
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Bench Mark
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(Screw in Kb)
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RL 7.115
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side
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inlet
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pit
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standard K & C
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Emt A
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SP239824
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543
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SP197322
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4
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RP738300
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541
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SP197322
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542
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SP197322
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IRIDIUM DRIVE
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concrete building
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(clear of boundary)
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security fence
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security fence
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security fence
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garden
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concrete
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elec
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substation
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U/G sewer
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U/G comms
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U/G water
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stop valves
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7.15
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7.16
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7.13
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7.17
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7.2
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7.2
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98%%17643'30"
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64.0
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7.4
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7.4
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278%%17643'30"
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7.4
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64.0
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8%%17643'30"
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31.25
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188%%17643'30"
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31.25
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7.04
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7.02
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7.35
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7.36
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7.13
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7.28
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7.36
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7.37
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7.22
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7.16
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7.22
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7.37
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7.29
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7.29
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7.42
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7.45
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7.36
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7.54
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7.47
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7.58
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7.45
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7.43
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7.58
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7.56
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7.51
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7.29
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7.55
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7.63
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7.27
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7.10
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7.00
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7.12
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7.19
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7.19
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7.20
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7.18
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7.19
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7.10
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7.00
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Sewer M/H
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IL 4.14
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Sewer M/H
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IL 4.75
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road centreline
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Design
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Rev
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Checked
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Drawing No.
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Townsville Office
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Level 1 Master Builders House
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316 Sturt Street,
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Townsville, 4810
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Phone 07 4724 2626
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Facsimile 07 4724 2417
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Cairns Office
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Suite 7, Glencorp House
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78 Mulgrave Road
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Cairns, 4870
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Phone 07 4031 8777
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Facsimile 07 4031 8799
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Mackay Office
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104B Sydney Street
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Mackay, 4740
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4740
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Phone 07 4944 1577
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Facsimile 07 49441588
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SITE LAYOUT PLAN SCALE 1:200 @ A1
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WORKS BOUNDARY
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LOCATION:
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PM NO. PM No. 163134PM No. 163134
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LEVEL DATUM RL. RL 7.085 AHD DERIVEDRL 7.085 AHD DERIVED AHD DERIVED
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REFERENCE PLANS No. 17084-DET
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E: 836.9876 N: 4935.8772
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SURVEYOR: MACKAY SURVEYS PARISH OF: REFER SURVEY COUNTY OF: REFER SURVEY
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LOCALITY MAP NTS
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LOCAL AUTHORITY: MACKAY REGIONAL COUNCILMACKAY REGIONAL COUNCIL
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Brisbane Office
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Level 1, 99 Bridge Street
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Fortitude Valley, 4006
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PO Box 899
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Phone 07 3257 3883
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Facsimile 07 3257 0407
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LOCATION OF SITE
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15 - 17 IRIDIUM DRIVE, PAGET, QLD, 4740 LOT 542 ON SP197322
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DRAWING LIST
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Sheet Number
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Sheet Title
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GENERAL ARRANGEMENT
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C100
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FACE SHEET
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STORMWATER DRAINAGE PLAN
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C401
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STORWATER DRAINAGE LAYOUT PLAN (SHEET 1 OF 2)
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C402
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STORMWATER DRAINAGE LAYOUT PLAN (SHEET 2 OF 2)
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C403
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STOWATER CATCHMENT LAYOUT PLAN
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C404
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STORMWATER LONGITUDINAL SECTION
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C405
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STORMWATER DRAINAGE DATA TABLE
Page 22: Development Application – Material Change of Use 15 – 17 ...includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet. Refer to the Proposed

Project

Client

Certified

Title

Rev

Job Number

Date

Drawn

Checked

Design

Certified

RPEQ No.

Drawing Number

Rev DateAppdByDescription

TONY COOK BUILDING DESIGNS

INDUSTRIAL SHED - 15-17 IRIDIUM DRIVE

STORMWATER DRAINAGE LAYOUT PLAN

(SHEET 1 OF 2)

 

C401

A

TJS

03321

AS

OCT 2017

STP17-1118

NOT FOR CONSTRUCTION

MAF

KEM

EXISTING SERVICES

EXISTING LEVELS

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7.2
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98%%17643'30"
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64.0
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7.4
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278%%17643'30"
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7.4
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64.0
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8%%17643'30"
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31.25
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7.35
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7.36
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7.28
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7.36
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7.37
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7.37
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7.29
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7.29
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7.42
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7.45
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7.36
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7.54
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7.47
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7.58
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7.45
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7.43
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7.58
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7.56
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7.51
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7.55
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7.63
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PL. 7.60
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PL. 7.72
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PL. 7.57
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PL. 7.30
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PL. 7.20
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PL. 7.53
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PL. 7.59
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PL. 7.54
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PL. 7.35
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PL. 7.42
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PL. 7.50
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PL. 7.33
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PL. 7.52
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225 PVC
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300 PVC
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I.L. 6.41
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PL. 7.54
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I.L. 6.20
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PROPOSED BUILDING
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3/A
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4/A
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5/A
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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1
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2
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3
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SCALE 1:100 (A1) 1:200 (A3)
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2.0
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1.0
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1.5
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0.5
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0
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2
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4
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8
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6
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10m
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DO NOT SCALE USE ONLY THE DIMENSIONS PROVIDED.
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Plot Date: 9/10/2017 1:54:19 PM
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File Name: \\tsvdc\STPDATA\Synergy\Projects\STP17\STP17-1118 Industrial Shed - 15-17 Iridium Drive\Civil\Drawings\Current Design\STP17-1118-SWD
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User: MANUEL FLORES
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IN ASSOCIATION WITH
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THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A1 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED.
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Offices In: Townsville Ph: 07 47 242 626 Brisbane Ph: 07 32 552 122 Cairns Ph: 07 40 318 777 Mackay Ph: 07 49 441 577 www.stpconsultants.com.au
AutoCAD SHX Text
A
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PRELIMINARY
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KEM
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09.10.17
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MAF
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ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS
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LEVEL DATUM
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PM NO. PM No. 163134PM No. 163134
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LEVEL DATUM RL. RL 7.085 AHD DERIVEDRL 7.085 AHD DERIVED AHD DERIVED
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E: 836.9876 N: 4935.8772
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THE CONTRACTOR IS TO VERIFY ALL LEVELS PRIOR TO COMMENCEMENT OF WORKS. ANY DISCREPANCIES TO BE REPORTED TO THE SITE SUPERINTENDENT FOR DIRECTION
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%%USTORMWATER DRAINAGE
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1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS DRAWINGS. 2. FOR STORMWATER LONG SECTIONS REFER STP DWG ###### TO FOR STORMWATER LONG SECTIONS REFER STP DWG ###### TO ###### TO TO ######. . 3. ROOF WATER DRAINAGE IS TO BE CONNECTED TO PITS OR PIPES AS ROOF WATER DRAINAGE IS TO BE CONNECTED TO PITS OR PIPES AS SHOWN ON DRAWINGS IN ACCORDANCE WITH THE HYDRAULICS REQUIREMENTS. 4. ALL STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ALL STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RELEVANT AUSTRALIAN AND LOCAL AUTHORITY STANDARDS. 5. STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE WITH DRAWINGS OR VARIED AS NOTED ON THE DRAWINGS. PREFABRICATED STORMWATER PITS MAY BE USED SUBJECT TO WRITTEN APPROVAL FROM THE SUPERINTENDENT. CLASS D HEAVY DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN TRAFFIC AREAS, CLASS B LIGHT DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN LANDSCAPED OR PEDESTRIAN AREAS UNLESS NOTED OTHERWISE. ALL GRATES TO COMPLY WITH AS3996 FOR BICYCLE & WHEELCHAIRS AND TO BE NON SLIP.
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%%ULEGEND
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EXISTING EDGE OF BUILDING
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EXISTING STORMWATER
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EXISTING LOT EASEMENT
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EXISTING EDGE OF BITUMEN
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EXISTING FENCE
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PROPOSED EDGE OF STRUCTURE, REFER ARCHITECTS DWG'S
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PROPOSED STORMWATER DRAINAGE LINE
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EXISTING CONTOURS (0.1m CONTOUR INTERVAL
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7.4
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1/A
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PROPOSED DRAINAGE PIT/LINE NUMBER
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PROPOSED GRATED INLET PIT
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EXISTING WATER MAIN
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EXISTING TELECOMMUNICATION LINE
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FOR CONTINUATION REFER C402C402
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FLOW ARROWS
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PL. 7.30
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2
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DENOTES FINISH PAVEMENT LEVEL
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DENOTES SETOUT POINTS
Page 23: Development Application – Material Change of Use 15 – 17 ...includes, foyer, front desk, meeting room, office area, kitchenette and unisex disabled toilet. Refer to the Proposed

Project

Client

Certified

Title

Rev

Job Number

Date

Drawn

Checked

Design

Certified

RPEQ No.

Drawing Number

Rev DateAppdByDescription

TONY COOK BUILDING DESIGNS

INDUSTRIAL SHED - 15-17 IRIDIUM DRIVE

STORMWATER DRAINAGE LAYOUT PLAN

(SHEET 2 OF 2)

 

C402

A

TJS

03321

AS

OCT 2017

STP17-1118

NOT FOR CONSTRUCTION

MAF

KEM

EXISTING SERVICES

EXISTING LEVELS

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SV
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SV
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7.15
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7.16
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7.13
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7.17
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7.2
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7.2
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98%%17643'30"
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64.0
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278%%17643'30"
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64.0
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188%%17643'30"
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31.25
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7.04
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7.02
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7.35
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7.13
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7.28
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7.22
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7.16
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7.22
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7.37
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7.29
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7.29
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7.29
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7.55
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7.63
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7.27
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7.10
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7.00
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7.12
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7.19
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7.19
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7.20
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7.18
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7.19
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7.10
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7.00
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PL. 7.20
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PL. 7.16
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PL. 7.29
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PL. 7.26
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PL. 7.35
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PL. 7.42
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PL. 7.33
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PL. 7.35
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PL. 7.47
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PL. 7.19
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PL. 7.19
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PL. 7.19
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PL. 7.11
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PL. 7.11
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ASSUMED IL 6.10
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300 PVC
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300 PVC
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225 PVC
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I.L. 6.20
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I.L. 6.16
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375 RCP
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2/A
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3/A
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1/A1
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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FIELD INLET TYPE 2A WITH APRON TO IPWEA STANDARD DRAWING DS-050
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1/A
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3
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4
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5
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SL82 MESH
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20 CHAMFER
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BEDDING IN COMPACTED SUB-BASE COURSE GRAVEL
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D2 DISH DRAIN - TABLE DRAIN SCALE 1:10 @ A1
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2.5%
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2.5%
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SCALE 1:100 (A1) 1:200 (A3)
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2.0
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1.0
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1.5
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0.5
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0
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2
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4
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8
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6
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10m
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DO NOT SCALE USE ONLY THE DIMENSIONS PROVIDED.
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Plot Date: 9/10/2017 1:54:19 PM
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File Name: \\Tsvdc\stpdata\Synergy\Projects\STP17\STP17-1118 Industrial Shed - 15-17 Iridium Drive\Civil\Drawings\Current Design\STP17-1118-SWD
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User: MANUEL FLORES
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IN ASSOCIATION WITH
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THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A1 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED.
AutoCAD SHX Text
Offices In: Townsville Ph: 07 47 242 626 Brisbane Ph: 07 32 552 122 Cairns Ph: 07 40 318 777 Mackay Ph: 07 49 441 577 www.stpconsultants.com.au
AutoCAD SHX Text
A
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PRELIMINARY
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KEM
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09.10.17
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MAF
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ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS
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LEVEL DATUM
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PM NO. PM No. 163134PM No. 163134
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LEVEL DATUM RL. RL 7.085 AHD DERIVEDRL 7.085 AHD DERIVED AHD DERIVED
AutoCAD SHX Text
E: 836.9876 N: 4935.8772
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THE CONTRACTOR IS TO VERIFY ALL LEVELS PRIOR TO COMMENCEMENT OF WORKS. ANY DISCREPANCIES TO BE REPORTED TO THE SITE SUPERINTENDENT FOR DIRECTION
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%%USTORMWATER DRAINAGE
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1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS DRAWINGS. 2. FOR STORMWATER LONG SECTIONS REFER STP DWG ###### TO FOR STORMWATER LONG SECTIONS REFER STP DWG ###### TO ###### TO TO ######. . 3. ROOF WATER DRAINAGE IS TO BE CONNECTED TO PITS OR PIPES AS ROOF WATER DRAINAGE IS TO BE CONNECTED TO PITS OR PIPES AS SHOWN ON DRAWINGS IN ACCORDANCE WITH THE HYDRAULICS REQUIREMENTS. 4. ALL STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ALL STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RELEVANT AUSTRALIAN AND LOCAL AUTHORITY STANDARDS. 5. STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE WITH DRAWINGS OR VARIED AS NOTED ON THE DRAWINGS. PREFABRICATED STORMWATER PITS MAY BE USED SUBJECT TO WRITTEN APPROVAL FROM THE SUPERINTENDENT. CLASS D HEAVY DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN TRAFFIC AREAS, CLASS B LIGHT DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN LANDSCAPED OR PEDESTRIAN AREAS UNLESS NOTED OTHERWISE. ALL GRATES TO COMPLY WITH AS3996 FOR BICYCLE & WHEELCHAIRS AND TO BE NON SLIP.
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%%ULEGEND
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EXISTING EDGE OF BUILDING
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EXISTING STORMWATER
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EXISTING LOT EASEMENT
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EXISTING EDGE OF BITUMEN
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EXISTING FENCE
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PROPOSED EDGE OF STRUCTURE, REFER ARCHITECTS DWG'S
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PROPOSED STORMWATER DRAINAGE LINE
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EXISTING CONTOURS (0.1m CONTOUR INTERVAL
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7.4
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1/A
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PROPOSED DRAINAGE PIT/LINE NUMBER
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PROPOSED GRATED INLET PIT
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EXISTING WATER MAIN
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EXISTING TELECOMMUNICATION LINE
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FOR CONTINUATION REFER C401C401
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NOT TO SCALE
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GRATED INLETS SETOUT DETAIL
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FLOW ARROWS
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Title

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RPEQ No.

Drawing Number

Rev DateAppdByDescription

TONY COOK BUILDING DESIGNS

INDUSTRIAL SHED - 15-17 IRIDIUM DRIVE

STORWATER CATCHMENT LAYOUT PLAN

 

 

C403

A

TJS

03321

AS

OCT 2017

STP17-1118

NOT FOR CONSTRUCTION

MAF

KEM

EXISTING SERVICESEXISTING LEVELS

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SV
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SV
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7.15
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7.16
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7.13
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98%%17643'30"
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64.0
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278%%17643'30"
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7.4
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64.0
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8%%17643'30"
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31.25
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188%%17643'30"
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31.25
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7.04
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7.02
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7.36
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7.36
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3/A 0.0334ha
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4/A 0.0320ha
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5/A 0.0477ha
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2/A 0.0400ha
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1/A1 0.0373ha
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Plot Date: 9/10/2017 1:34:40 PM
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File Name: \\tsvdc\STPDATA\Synergy\Projects\STP17\STP17-1118 Industrial Shed - 15-17 Iridium Drive\Civil\Drawings\Current Design\STP17-1118-SWC
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User: MANUEL FLORES
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IN ASSOCIATION WITH
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THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A1 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED.
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Offices In: Townsville Ph: 07 47 242 626 Brisbane Ph: 07 32 552 122 Cairns Ph: 07 40 318 777 Mackay Ph: 07 49 441 577 www.stpconsultants.com.au
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A
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PRELIMINARY
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KEM
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09.10.17
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MAF
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ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS
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LEVEL DATUM
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PM NO. PM No. 163134PM No. 163134
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LEVEL DATUM RL. RL 7.085 AHD DERIVEDRL 7.085 AHD DERIVED AHD DERIVED
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E: 836.9876 N: 4935.8772
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THE CONTRACTOR IS TO VERIFY ALL LEVELS PRIOR TO COMMENCEMENT OF WORKS. ANY DISCREPANCIES TO BE REPORTED TO THE SITE SUPERINTENDENT FOR DIRECTION
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%%USTORMWATER DRAINAGE
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1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS DRAWINGS. 2. FOR STORMWATER LONG SECTIONS REFER STP DWG ####. FOR STORMWATER LONG SECTIONS REFER STP DWG ####. ####. . 3. ROOF WATER DRAINAGE IS TO BE CONNECTED TO PITS OR PIPES AS ROOF WATER DRAINAGE IS TO BE CONNECTED TO PITS OR PIPES AS SHOWN ON DRAWINGS IN ACCORDANCE WITH THE HYDRAULICS REQUIREMENTS. 4. ALL STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ALL STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RELEVANT AUSTRALIAN AND LOCAL AUTHORITY STANDARDS. 5. STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE WITH DRAWINGS OR VARIED AS NOTED ON THE DRAWINGS. PREFABRICATED STORMWATER PITS MAY BE USED SUBJECT TO WRITTEN APPROVAL FROM THE SUPERINTENDENT. CLASS D HEAVY DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN TRAFFIC AREAS, CLASS B LIGHT DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN LANDSCAPED OR PEDESTRIAN AREAS UNLESS NOTED OTHERWISE. ALL GRATES TO COMPLY WITH AS3996 FOR BICYCLE & WHEELCHAIRS AND TO BE NON SLIP.
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1/A 0.0324ha
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STORMWATER CATCHMENT LABEL
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STORMWATER CATCHMENT BOUNDARY
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PROPOSED EDGE OF STRUCTURE, REFER ARCHITECTS DWG'S
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PROPOSED STORMWATER DRAINAGE REFER DWG - #### TO ######## TO #### TO ########
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%%ULEGEND
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EXISTING EDGE OF BUILDING
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EXISTING STORMWATER
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EXISTING LOT EASEMENT
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EXISTING EDGE OF BITUMEN
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EXISTING FENCE
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EXISTING CONTOURS (0.1m CONTOUR INTERVAL
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7.4
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1/A
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PROPOSED DRAINAGE PIT/LINE NUMBER
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PROPOSED GRATED INLET PIT
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EXISTING WATER MAIN
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EXISTING TELECOMMUNICATION LINE
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RPEQ No.

Drawing Number

Rev DateAppdByDescription

TONY COOK BUILDING DESIGNS

INDUSTRIAL SHED - 15-17 IRIDIUM DRIVE

STORMWATER LONGITUDINAL SECTION

 

 

C404

A

TJS

03321

AS

OCT 2017

STP17-1118

NOT FOR CONSTRUCTION

MAF

KEM

EXISTING LEVELS

EXISTING SERVICES

AutoCAD SHX Text
Plot Date: 9/10/2017 1:39:21 PM
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File Name: \\Tsvdc\stpdata\Synergy\Projects\STP17\STP17-1118 Industrial Shed - 15-17 Iridium Drive\Civil\Drawings\Current Design\STP17-1118-SWL
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User: MANUEL FLORES
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IN ASSOCIATION WITH
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THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A1 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED.
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Offices In: Townsville Ph: 07 47 242 626 Brisbane Ph: 07 32 552 122 Cairns Ph: 07 40 318 777 Mackay Ph: 07 49 441 577 www.stpconsultants.com.au
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A
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PRELIMINARY
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KEM
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09.10.17
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MAF
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SCALE 1:500 (A1) 1:1000 (A3)
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20
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0.50%
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0.024
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200
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0.6
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0.88
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0.711
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6.844
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600x600 GRATED INLET
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0.443
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7.41
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300mm/uPVC
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0.50%
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0.039
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200
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0.068
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0.55
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1
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0.791
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600x600 GRATED INLET
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0.549
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7.3
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300mm/uPVC
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0.50%
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0.055
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200
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0.068
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0.78
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0.873
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0.793
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6.659
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600x600 GRATED INLET
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0.493
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7.202
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375mm/RCP
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0.40%
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0.093
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250
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0.111
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0.84
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1.12
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12.862
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49.683
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6.21
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6.29
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0.95
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0.87
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6.59
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600x600 GRATED INLET
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0.526
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7.16
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JUNCTION A1
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62.545
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6.159
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0.845
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EXIST MRC STD SAG GULLY PIT
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7.004
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RUNNING CHAINAGE
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DESIGN SURFACE
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LEVEL (LIP LEVEL)
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INVERT LEVEL
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OF DRAIN
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HYDRAULIC GRADE
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LEVEL
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DEPTH TO INVERT
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PIPE GRADE
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PIPE SIZE/Class
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PIPE FLOW (m³/s)
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PIPE SLOPE 1 in X
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PIPE CAPACITY AT GRADE (m³/s)
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FREEBOARD
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FULL PIPE FLOW VELOCITY (m/s)
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PART FULL FLOW VELOCITY (m/s)
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DATUM RL
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A
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-2.0
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0.50%
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0.019
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200
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0.032
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0.47
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0.83
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20.05
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0.87
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6.668
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0.517
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7.26
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20.05
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6.21
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6.29
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0.95
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0.87
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6.59
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6.634
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0.526
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7.16
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JUNCTION A1
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A1
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THE CONTRACTOR IS TO VERIFY ALL LEVELS PRIOR TO COMMENCEMENT OF WORKS. ANY DISCREPANCIES TO BE REPORTED TO THE SITE SUPERINTENDENT FOR DIRECTION
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2
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ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS
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Project

Client

Certified

Title

Rev

Job Number

Date

Drawn

Checked

Design

Certified

RPEQ No.

Drawing Number

Rev DateAppdByDescription

TONY COOK BUILDING DESIGNS

INDUSTRIAL SHED - 15-17 IRIDIUM DRIVE

STORMWATER DRAINAGE DATA TABLE

 

 

C405

A

TJS

03321

AS

OCT 2017

STP17-1118

NOT FOR CONSTRUCTION

MAF

KEM

AutoCAD SHX Text
Plot Date: 9/10/2017 1:39:21 PM
AutoCAD SHX Text
File Name: \\Tsvdc\stpdata\Synergy\Projects\STP17\STP17-1118 Industrial Shed - 15-17 Iridium Drive\Civil\Drawings\Current Design\STP17-1118-SWL
AutoCAD SHX Text
User: MANUEL FLORES
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IN ASSOCIATION WITH
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THIS DRAWING IS COPYRIGHT C DO NOT SCALE DRAWING. ORIGINAL DRAWING IS A1 SIZE. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED.
AutoCAD SHX Text
Offices In: Townsville Ph: 07 47 242 626 Brisbane Ph: 07 32 552 122 Cairns Ph: 07 40 318 777 Mackay Ph: 07 49 441 577 www.stpconsultants.com.au
AutoCAD SHX Text
A
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PRELIMINARY
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KEM
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09.10.17
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MAF
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APPENDIX D – ASSESSMENT AGAINST APPLICABLE PLANNING SCHEME CODES

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Set out below is an assessment of the proposed development against the Low impact Industry zone Code:

Low Impact Industry Zone Code Column 1 Performance Outcomes

Column 2 Acceptable Outcomes

Assessment

Assessable development Uses PO1 The zone primarily accommodates: (a) Low impact industrial

development such as: hardware and trade supplies (not containing a retail shop open to general public, low impact industry, research and technology industry, service industry and warehouse; and

(b) Marine industry; and (c) Other compatible uses

appropriately located in the industry area such as: education establishment (specifically involving industry related training) and service station and outdoor sales; and

(d) Minor extensions to existing transitional or support uses such as tourist parks.

No acceptable outcome prescribed

PO1 Complies The proposed use is for a warehouse.

PO2 Office areas and general retail sales display areas that for part of an industrial development, are ancillary and subordinate to the primary industrial use.

AO2 Offices and/ or general retail or sales display areas, that part of an industrial development, must: (a) be ancillary to the primary

industrial use; and (b) have a gross floor area of

not more than 10% of the total gross floor area of the development.

AO2 Complies The proposed industrial warehouse shed contains a foyer, office, meeting room and kitchenette that are ancillary to the warehouse use. The office uses will provide for the administration associated with the warehouse. The gross floor area of the office use represents 7% and therefore less than 10% of the total gross floor area of the development.

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Column 1 Performance Outcomes

Column 2 Acceptable Outcomes

Assessment

PO3 Non-industrial activities, such as food and drink outlet, health care services, shop and emergency services are: (a) required to serve the needs

of the local area and do not compromise the viability of:

No acceptable outcome prescribed.

PO3 Not Applicable

PO4 Development involving sensitive land uses (other than caretaker’s accommodation) and industrial development generating medium, high and very high impacts avoid the zone in order to: (a) protect the health and

safety and amenity of sensitive land uses; and

(b) maintain the operational efficiency and viability of low impact industry activities.

AO4 The following uses are not located on land within the Low impact industry zone: (a) sensitive land uses; and (b) high impact industry; and (c) medium impact industry;

and (d) special industry; and (e) transport depot; and (f) other industrial activities

generating medium or high intensity impacts.

AO4 Complies The proposed use for an industrial warehouse in the low impact industry zone complies with the intent of the zone and is located within an established industrial area.

Infrastructure PO5 Development is serviced by all forms of urban infrastructure.

AO5 Development is connected to: (a) reticulated water supply

infrastructure; and (b) reticulated sewerage

infrastructure; and (c) a sealed road; and (d) stormwater infrastructure;

and (e) electricity and

telecommunications infrastructure.

PO5 Complies The development is serviced by all forms of urban infrastructure. The development will need to establish connection to: (a) water supply; (b) sewerage; (c) stormwater infrastructure;

and (d) electricity and

telecommunications. Built form and development intensity O6 Building height and scale: (a) integrates with the built

form of the area; and (b) does not form

overdevelopment of the site.

AO6.1 Buildings have a maximum height of 8.5 metres above ground level. AO6.2 The maximum site cover all buildings is 60% of the total site area.

AO6.1 Complies The proposed warehouse is 6m above ground level to the underside of the roof and approximately 7m to the top of the roof pitch. The building is thus of a height and scale that integrates with the built form of the area. AO6.2 Complies The maximum site cover of the

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Column 1 Performance Outcomes

Column 2 Acceptable Outcomes

Assessment

proposed warehouse is 24.5% of the total site area and is therefore less than 60% as specified in the acceptable outcome.

PO7 Buildings are setback from road frontages to: (a) integrate with the

streetscape of the area; and

(b) accommodate landscaping between the building and the street; and

(c) avoid buildings from being visually overbearing as viewed from the street.

AO7 Minimum road frontage setbacks are: (a) from arterial roads and

sub-arterial roads – 10 metres; and

(b) from collector streets and access streets – 6 metres.

AO7 Complies The proposed industrial shed is setback 15m from the Iridium Drive road frontage and therefore complies with the minimum road frontage setbacks prescribed. Further the proposed setback is consistent with the industrial uses north and south of the site.

PO8 Buildings provide high quality design outcomes and elements that emphasise the sense of identity for the local area and the region through the use of: (a) articulated building lines,

wall profiles and roof profiles; and

(b) detailed articulation elements; and

(c) materials that are durable, require minimal maintenance and respond to the surrounding landscape character and built character; and

(d) building design and landscaping that responds to and celebrates the region’s tropical climate.

No acceptable outcome is prescribed.

PO8 Complies The proposed industrial shed will complement the existing industrial style buildings within the established industrial area through the use of: (a) the stepped design of the

building for the office/ administration area and the pitched roof profile;

(b) articulation such as the awing over the foyer/ front entrance to the building;

(c) will be constructed of materials that are durable and require minimal maintenance and respond to the surrounding landscape character and built character; and

(d) provides adequate provision for the inclusion of landscaping that celebrates the region’s tropical climate.

PO9 Development fronting Boundary Road East, Paget…

AO9 Industrial development provides the following the Boundary Road East frontage…

AO9 Not Applicable The proposed development does not front Boundary Road East, Paget.

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Column 1 Performance Outcomes

Column 2 Acceptable Outcomes

Assessment

Amenity PO10 Development does not generate unreasonable levels of noise, odour, dust, air emission, light or vibration impacts that affect: (a) adjoining and nearby sites

within a residential zone; and

(b) adjoining or nearby sites containing existing sensitive land use.

No acceptable outcome prescribed.

PO10 Complies The proposed development is for a warehouse in an existing established industrial area. The development will not generate unreasonable levels of noise, odour, dust, air emission, light or vibration impacts.

Environment PO11 Development minimises environmental impacts within the subject site and avoids environmental impacts outside the subject site, specifically with regards to: (a) water quality and the

ecological and hydrological processes of waterways and wetlands; and

(b) the ecological integrity of other habitat areas and corridors; and

(c) the ecological integrity of other natural features and elements of high environmental value.

No acceptable outcome prescribed.

PO11 Complies The development will include adequate stormwater management to minimise environmental impacts within the subject site and outside of the subject site. There are no other environmental impacts anticipated in association with the proposed warehouse use.

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Set out below is an assessment of the proposed development against the Industry Activities Code:

Industry Activities Code Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

For self-assessable and assessable development Service industry in existing buildings in multi-purpose centres PO1 Service industry seeking to occupy existing buildings in centre zones maintain…

AO1.1 Where service industry seeks to occupy an existing/ approved building…

Not Applicable

Low impact industry, research and technology industry, service industry or warehouse in the Low impact industry zone PO2 Low impact industry uses seeking to occupy an existing building in the Low impact industry zone maintain: (a) adequate on-site car

parking and vehicle access areas; and

(b) adequate on-site landscaping areas; and

(c) adequate activation measures on the street frontage/s; and

(d) the amenity and privacy of adjoining residential properties; and

(e) the scale and intensity of the previous use.

AO2.1 Where the low impact industry, research and technology industry, service industry o warehouse seeks to occupy an existing/ approved building that has been previously, or is approved to be, occupied by a non-residential use in the Low impact industry zone, the following is maintained: (a) all on-site car parks and

vehicle access ways that were approved or operated with the previous use; and

(b) all n-site landscaping areas that were approved or operated with the previous use; and

(c) all activation measures on the street frontage/s that were approved or operated with the previous use.

Not Applicable A Development Permit for General Industry and Operational Works (driveway invert crossover, stormwater management plan and connection sewer and water connections) (DA-2008-329) was issued 3 December 2008. The permit was not implemented and has thus subsequently lapsed.

AO2.2 Elevations facing an adjoining residential zone do not include new openings in the building or existing openings with an increased size.

Not Applicable

AO2.3 Any extensions to the existing building constitute minor building works.

Not Applicable

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

Assessable development Location PO3 Higher impact industrial development is located and designed to minimise noise, odour, dust, air emission, light or vibration impacts affecting adjoining or nearby properties within a residential zone and existing sensitive land uses.

AO3 Higher impact industrial development is separated from land within residential zones, the Rural zone, investigation area precent (precinct RU1) (other than the Investigation area precinct identified at Rosella) and existing sensitive land uses as per the following minimum separation distances:

(a) special industry – 1.500 metres; and

(b) high impact industry – 250 metres; and

(c) medium impact industry – 250 metres.

PO3 Not Applicable The proposed development is a Low impact industry use.

Site characteristics PO4 The site has sufficient area and dimensions to accommodate the building/s, parking area, service vehicle areas, storage areas, and landscaping necessary for the operation of the use.

AO4.1 The site has a minimum area of: (a) 3,500m2 in the High impact

industry zone; and (b) 2,500m2 in other zones.

PO4 Complies The Low impact industry zone site has an area of 2,000m2. This is sufficient to accommodate buildings, parking area, service vehicle areas, storage areas and landscaping required for the Warehouse use.

AO4.2 The site has a minimum frontage of: (a) 35 metres in the High

impact industry zone; and (b) 30 metres in other zones.

AO4.2 The site has a frontage of 31.25m and thus complies with the minimum frontage specified.

Site layout, setbacks and building design PO5 Landscaping areas throughout the site enhance the visual amenity of the site by providing relief from areas containing built structures, hardstands and open work/ storage areas.

AO5.1 The site has a minimum landscaping area of: (a) for sites fronting an arterial

road or sub-arterial road – 10% of the total area of the site; and

(b) for other sites – 7.5% of the total area of the site.

AO5.1 Complies The site has sufficient area to ensure that a minimum of 7.5% (150m2) of the total site area is provided as landscaping.

AO5.2 Landscaping strips are provided along road frontage in accordance with the following:

AO5.2 Complies A minimum of 2metres of landscaping is provided along the Iridium Drive frontage of

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

(a) minimum width 5 metres adjoining arterial road or sub-arterial road; and

(b) minimum width 2 metres adjoining other road.

the site.

PO6 Development comprises appropriate site cover, gross floor area and front setbacks so as not to from overbearing development as viewed from adjoining roads.

AO6.1 Buildings have a: (a) maximum site cover of 60%

of the total area of the site; and

(b) maximum gross floor area not greater than the total area of the site.

AO6.1 Complies The proposed warehouse building has a: (a) maximum site cover of

24.5% of the total site area; and

(b) maximum gross floor area of 490m2, which is not greater than the total area of the site.

AO6.2 Development is setback from non-main street road frontages in accordance with the following: (a) minimum setback 10 metres

from an arterial road or sub-arterial road; and

(b) minimum setback 6 metres from other roads.

AO6.2 Complies The development is setback 15 metres from the Iridium Drive, which is a non-main street road frontage.

Site layout, setbacks and building design PO7 On elevations facing road frontages and other public spaces frequented by people, buildings: (a) provide high quality

design outcomes including activation and articulation elements; and

(b) effectively addresses and engage with the road frontages and other public spaces; and

(c) provide a visually appealing and human scale pedestrian entrance that is protected from harsh weather.

AO7.1 Where applicable, ancillary office space and, sales area, of each building is sited on and orientated towards, the primary street frontage

AO7.1 Complies The proposed office, meeting and foyer are oriented towards the Iridium Drive frontage of the site.

AO7.2 The main pedestrian entry to the building: (a) is visible and easily

identifiable from the street and visitor car parking spaces; and

(b) incorporate sun and rain shelter elements such as overhangs or awnings on buildings, that are a minimum of 900mm wide from the building face to the outermost projection; and

(c) is adjoined by landscaping.

AO7.2 Complies The main pedestrian entry to the building is: (a) clearly visible and easily

identifiable from the street and car parking area;

(b) the front of the building incorporates an awning over the entry/ foyer/ office area; and

(c) provides sufficient area for adjoining landscaping.

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

AO7.3 Building elevations facing road frontages, parkland and other public spaces frequented by people include: (a) activation measures for a

minimum of 40% of the total frontage length; and

(b) articulation measures at a maximum spacing of every 15 metres along the frontage.

AO7.3 Complies The eastern building elevation (building elevation facing Iridium Drive) includes: • articulation measures

such as large glass windows and pedestrian entrance. These measures represent approximately 80% of the total frontage length; and

• the width of the building along the frontage is 14 metres. Articulation measures including the projected office area line, pitched roof, and will include the use of alternating materials and colours.

PO8 Buildings provide high quality design outcomes and elements that emphasise the sense of identity for the local area and the region through the use of:

(a) articulated building lines, wall profiles and roof profiles; and

(b) detailed articulation elements such as sunshading devices; and

(c) materials that are durable, have low reflectivity and respond to the surrounding landscape character and built character; and

(d) building design and landscaping that responds to and celebrates the region’s tropical climate.

No acceptable outcome prescribed.

PO8 Complies The warehouse will provide a high quality design outcome that will complement the industrial character of the area.

Site layout, setbacks and building design PO9 Outdoor utility, storage and

AO9.1 Outdoor utility areas, storage

AO9.1 Complies Buffer planting (planting that

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

service areas do not detract from the visual appearance of the development as viewed from the street.

(including bin storage), rainwater tanks and servicing areas are screened from view from roads by one or a combination of the following:

(a) 1.8 metre high visual screen fence; and

(b) 2 metre wide landscape strip, containing buffer planting.

provides effective visual screening and in accordance with Council standard drawing A3-841 B and A3-842 A).

AO9.2 Outdoor utility areas, storage (including bin storage) and service areas are sealed and drained.

AO9.2 Complies All outdoor utility areas, storage and service areas will be sealed and drained in accordance with Council standards.

Site layout, setbacks and building design – sites on a key active frontage street PO10 Not Applicable The site is not on a key active frontage street PO11 Not applicable Access, internal circulation and parking facilities PO12 Vehicular access to the development: (a) is adequate and safe; and (b) does not detrimentally

impact upon the safety, capacity or efficiency of the road or street system.

AO12 Vehicle access points are located as far away as practical from: (i) road intersections; and (ii) vehicle access points on

adjoining sites (unless combined access can be achieved); and

(iii) a road curve, crest or other element unduly reducing line of sight along the road.

PO12 Complies Vehicular access to the development will be designed to be adequate and safe and not detrimentally impact upon the safety, capacity or efficiency of the road or street system.

PO13 Development includes the provision of adequate, convenient and safe on-site parking for cars and bicycles.

AO13 Sealed car and bicycle parking facilities (including end of trip facilities), dedicated to customers/ clients, employees and other visitors of the development is provided: (A) on site in a convenient and

safe location/s; and (B) in accordance with Table

9.4.1.3.B in the General development requirements code.

PO13 The development will ensure adequate and convenient provision for safe on-site parking for cars and bicycles.

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

PO14 External areas associated with industrial uses have appropriate surface treatment to prevent impacts from dust, sediment run off, inadequate drainage, and can cater for expected all-weather vehicle mass and number of movements.

AO14 External areas accommodating: (i) open, semi open or

covered work spaces; or (ii) equipment or parts

stacking and rotation areas; or

(iii) delivery loading and unloading; or

(iv) vehicle circulation areas; provide constructed and drained hardstand surfaces in keeping with the scale and intensity of the activity. The surface shall be: (a) concrete; or (b) asphalt; or (c) bitumen seal.

PO14 The development will provide external areas associated with the warehouse with appropriate surface treatment to prevent impacts from dust, sediment run off, inadequate drainage, and can cater for expected all-weather vehicle mass and number of movements.

Environmental Impacts PO15 Industrial uses apply best practice standards to mitigate potential environmental impacts.

AO15 Development complies with the performance outcomes of any relevant State Government guideline or code or practice, including Motor Vehicle workshop operations code of practice dated 27 June 2014.

AO15 Not Applicable The warehouse is not anticipated to trigger any potential environmental impacts.

Hazardous materials, chemicals and contaminants

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

PO16 Areas where hazardous materials and chemicals or potentially contaminating substances are manufactured, stored, used or disposed are located away from residential zones and existing sensitive land uses, and designed to: (a) prevent spills from leaving

the site; and (b) provide protection from

stormwater inundation; and

(c) maintain or improve the stormwater flow and flood characteristics of the local area.

AO16 Areas where hazardous materials and chemicals or potentially contaminating substances are manufactured, stored, used or disposed are: (a) located: (a) a minimum of 300m above

the defined floor event; or (b) within a bunded area that: (i) includes bund walls with

a minimum height of 3oom above the DFE or DSTE (whichever is greater); and

(ii) prevents intrusion of flood waters; and

(iii) does not increase the volume, velocity, concentration or flow path alignment of stormwater across sites upstream, downstream or in general vicinity of the subject site; and

(iv) does not increase stormwater ponding on sites upstream, downstream or in general vicinity of the subject site; and

(b) sealed with hardstand (bitumen or concrete) and roofed; and

(c) designed so that: (a) spills are bunded and

retained on site for removal and disposal by an approved means; and

(b) roof water is piped away from the area; and

(d) bulk tanks are anchored so they cannot float if submerged or inundated by water.

AO16 Not Applicable No hazardous materials, contaminants or chemicals are proposed to be used as part of the warehouse use.

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Column 1

Performance Outcomes

Column 2

Acceptable Outcomes

Assessment

Fencing and Access Gates PO17 Fencing is located and designed to maintain the visual amenity of the site as viewed from adjoining roads.

AO17.1 If required, fencing is provided in line with the front setback of the building line rather than along the road frontage boundary.

PO17 Complies Fencing will be provided to rear and side boundaries of the site. Landscaping will be located along the frontage of the site in accordance with the general form of industrial development along Iridium Drive.

AO17.2 If it is demonstrated that achieving AO17.1 is impractical given the circumstances of the use or the site, landscaping is provided between the fencing the road frontage boundary. AO17.3 Fencing provided between the road frontage boundary and the building (including fencing in line with the front setback of the building) complies with the following: (a) maximum height of 2

metres; and (b) consists of high quality

materials such as open mesh, powder coated chain wire or galvanised streel; and

(c) is coloured black or similarly dark colour.

PO18 Vehicular access to the development does not detrimentally impact upon the safety, capacity or efficiency of the adjoining pedestrian/ bicycle pathway and road.

AO18 Access gates across driveways are located so that vehicles stand wholly on site while the gate is being opened or closed.

Not Applicable An access gate to the site is not proposed.

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Set out below is an assessment of the proposed development against the General Development Requirements Code:

General Development Requirements Code

Column 1 Specific Outcomes

Column 2 Probable Solutions

Column 2 Probable Solutions

Assessable development Utility infrastructure and services

PO1 Development is consistent with the priority infrastructure plan and efficiently serviced by:

(a) reticulated water supply and wastewater disposal infrastructure within the PIA boundaries; or

(b) where reticulated services are unavailable, developer-funded on-site systems that maintain public health and ecological integrity (including achieving water sensitive urban design principles) of the site and its surrounds.

AO1.1 Development is: (a) connected to Council’s

reticulated water supply network, including the installation of easily accessed water meters, in accordance with SC6.15 Engineering design guidelines – Water supply design planning scheme policy; or

(b) if connection to Council’s reticulated water supply network is not possible, a potable on-site water supply is provided in accordance with the Engineering design guidelines planning scheme policy.

AO1.1 Complies The warehouse development will be connected to Council’s reticulated water supply network in accordance with Council’s standards.

AO1.2 Development is: (i) connected to Council’s

reticulated wastewater network in accordance with SC6.10 Engineering design guidelines – sewerage system design planning scheme policy; or

(ii) if connection to Council’s reticulated wastewater network is not possible, an on-site wastewater disposal system is provided in accordance with:

(a) for systems serving 20 or less people – Environmental Protection (Water) Policy 1997 and the On Site Sewerage Code

AO1.2 Complies The warehouse development will be connected to Council’s wastewater network in accordance with Council’s standards.

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(NR&M July 2002) and Australian Standard AS/NZS1547; or

(b) for systems serving more than 20 people – an appropriate system that does not result in direct or cumulative adverse public health and environmental impacts within and outside the site.

PO2 In urban areas, major elements of the stormwater drainage network is designed and constructed with the capacity to control stormwater flows under normal and minor system blockage conditions for the defined flood event applicable to drainage so that:

(a) floodways are restricted to areas where there is no damage to property or hazards for motorists; and

(b) runoff is directed to a lawful point of discharge through competently designed and constructed outlet works.

AO2 Stormwater infrastructure accords with the design requirements of: (a) SC6.12 Engineering design

guidelines – stormwater drainage system planning scheme policy; and

(b) SC6.14 Engineering design guidelines – subsurface drainage design planning scheme policy

AO2 Complies The warehouse development will ensure that stormwater infrastructure is designed in accordance with Council’s standards. Refer to Appendix C for a copy of the proposed Stormwater Layout Plans, prepared by STP Consultants.

PO3 Drainage works are planned and designed to ensure that adjoining land and existing upstream and downstream drainage systems are not adversely affected by development, taking into account: (a) water sensitive urban design (WSUD) principles such as: (i) protect natural systems; and (ii) enhance natural waterway systems within urban development using natural channel design principles; and

AO3 Stormwater infrastructure is provided in accordance with the requirements of: (a) SC6.12 Engineering design

guidelines – stormwater drainage system planning scheme policy; and

(b) SC6.14 Engineering design guidelines – subsurface drainage design planning scheme policy.

AO3 Complies The warehouse development will ensure that stormwater infrastructure is provided in accordance with Council’s standards. Refer to Appendix C for a copy of the proposed Stormwater Layout Plans, prepared by STP Consultants.

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(iii) detention of stormwater instead of rapid conveyance; and (iv) minimise impervious areas; and (v) utilisation of stormwater to conserve potable water; and (vi) integrate stormwater treatment into the landscape; and (vii) water efficient landscaping; and (viii) protection of water related environmental values; and (b) need for a stormwater system that can be economically maintained for the life of the system; and (c) safety of pedestrians and vehicles; and (d) location of discharge; and (e) construction of buildings, structures or paving up to site boundaries which avoid blocking or concentrating natural flow paths67; and (f) fauna movement is provided for through bridges and culverts. PO4 Premises are connected to electricity services.

AO4 The development is connected to electricity infrastructure in accordance with the standards of the relevant regulatory authority.

AO4 Complies The warehouse will be connected to electricity services.

PO5 Premises are connected to telecommunications services.

AO5 The development is connected to telecommunications infrastructure in accordance with the standards of the relevant regulatory authority.

AO5 Complies The warehouse will be connected to telecommunications services.

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PO6 Provision is made for future telecommunications services (such as fibre optic cable).

No acceptable outcome prescribed.

PO6 Complies The development will ensure provision for future telecommunications services.

PO7 Provision is made for fire hydrants in identifiable and accessible locations.

AO7 In urban areas, fire hydrants are provided and designed in accordance with the following: (a) Hydrants are located at

internals of nor more than: (i) 120 metres on a

residential street and common access ways within common property in community titles’ or

(ii) 90 metres on a commercial or industrial; street and access ways; and

(b) a hydrant is located: (i) at each

intersection; and (ii) in a suitable and

identifiable location; and

(c) on an access road, designed appropriately for safe passage of emergency vehicles; and

(d) in accordance with SC6.15 Engineering design guidelines – geometric road design planning scheme policy.

PO7 Complies Provision will be made for fire hydrants in identifiable and accessible locations.

PO8 Street lighting and signs ae provided to ensure the safety of both vehicles and pedestrians, and to facilitate access and movement.

AO8 Street lighting and signage comply with the requirements of SC6.5 Engineering design guidelines – geometric road design planning scheme policy.

AO8 Complies Street lighting is provided to the Iridium Drive road frontage.

PO9 Development provides a refuse management system that: (a) has sufficient capacity to

store the refuse generated by the development; and

(b) maintains a high level of amenity on the site and on

AO9.1 Where the site is serviced by Council’s refuse collection service, the development: (a) provides refuse bins to service the development: (i) for multiple dwelling activities with 10 or less dwellings:

AO9.1 Not Applicable The industrial warehouse use will not be serviced by Council’s refuse collection service and will therefore develop and implement a refuse management plan. A refuse collection area is provided adjacent to the

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adjoining sites; and (c) provides for efficient

collection

(A) one 240 litre general refuse bin per dwelling unit or a bulk general refuse bin; and (B) an appropriate number of 240 litre refuse bins for recyclable material; or (ii) for multiple dwelling activities with more than 11 dwellings: (A) an appropriate number of bulk general refuse bins; and (B) an appropriate number of 240 litre refuse bins for recyclable material; or (iii) for other development: (A) an appropriate number of 240 litre bins or bulk refuse bins for general refuse; and (B) an appropriate number of 240 litre refuse bins for recyclable material; and (b) provides a refuse bin storage area/s that: (i) is conveniently located and easily accessed; and (ii) where servicing a multiple dwelling activity, not more than 50 metres from any dwelling; and (iii) within reach of a hose; and (iv) is located or enclosed so that the bins are visually screened from view from roads, communal and private open space on the site and adjoining sites; and (c) provides a refuse bin collection area: (i) at an appropriate kerbside location; or

(iii) on the site if it has an area of over 2,000m2 and a bulk refuse bin/s are to be used. On-site refuse bin collection areas are located to provide:

(A) an adequate manoeuvring area to enable a Council refuse truck to enter the site in forward gear, service the bins, and leave the site in forward gear after performing no more

industrial access along the Iridium Drive road frontage.

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than a 3-point turn; and (B) adequate vertical clearance to enable a Council refuse truck to service (empty) the bins; and (d) enables easy movement of the refuse bins from the refuse bin storage area to the refuse bin collection area. AO9.2 Where the site is not serviced by Council’s refuse collection service, the development complies with a refuse management plan that identifies: (a) the number and size of

refuse bins required to service the development; and

(b) an appropriately located refuse bin storage area that is screen from view from roads and adjioing sites; and

(c) an appropriately located refuse bin collection area (if relevant); and

(d) the means by which refuse will be transported to a Council refuse management facility.

AO9.2 The industrial warehouse use will not be serviced by Council’s refuse collection service and will therefore develop and implement a refuse management plan.

Access infrastructure and parking facilities

PO10 Development generating a significant number of vehicle trips can be accessed on all-weather road that does not create dust nuisance.

No acceptable outcome is prescribed.

No acceptable outcome provided

PO11 All proposed road pavement surfaces: (a) Are of a quality and

durability suitable to the intended traffic volumes and loads; and

(b) Provide all-weather access; and

(c) Allow the discharge of rainfall; and

(d) Provide the safe passage of vehicles and pedestrians; and

AO11 Roads are provided in accordance with: (a) SC6.5 Engineering design

guidelines – geometric road design planning scheme policy; and

(b) SC6.8 Engineering design guidelines – pavement design planning scheme policy.

AO11 Complies The warehouse development will be constructed on an existing lot located on the established road – Iridium Drive.

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(e) Provide a reasonable, comfortable riding quality.

PO12 In key urban area, and where a water sensitive urban design measures are not practical, kerb and channelling is provided to a satisfactory standard and constructed to: (a) Prevent edge fretting; and (b) Perform required drainage

functions; and (c) Provide the appropriate

level of control for vehicle movement; and

(d) Allow ready access to abutting properties at suitable locations; and

(e) Contribute to the desired streetscape character of the locality.

AO12 In key urban area, and where water sensitive urban design measures are not practical, premises are provided with kerb and channel in accordance with: (c) SC6.5 Engineering design

guidelines – geometric road design planning scheme policy; and

(d) SC6.8 Engineering design guidelines – pavement design planning scheme policy.

AO12 Complies The warehouse development will be constructed on an existing lot located on the established road – Iridium Drive.

PO13 Vehicular access to arterial roads and sub-arterial roads is avoided unless not other options are available and the access: (a) Reduces the number of

access points on the road; and

(b) Maintains the safety and efficiency o the road; and

(c) Provides safe and efficient access to the site.

AO13 Vehicular access to arterial road and sub-arterial roads is avoided in favour of access to a collector street or access street (side, rear or internal streets). Where no such option is available, it is demonstrated that:

(a) A single access point on the arterial road or sub-arterial road combines existing or potential access points; and

(b) Does not compromise the safety or efficiency of the arterial road or sub-arterial road and

(c) Provides safe and efficient access for residents, customers, employees and other visitors to the development.

AO13 Complies The site is accessed via a Collector Street, Iridium Drive.

PO14 Access to and within the site is safe, efficient and is constructed to a standard that is appropriate to the location of the site, nature and scale of the use and adjoining uses.

AO14.1 Access points: (a) Provide convenient access

to the site and maintain the safety and efficiency of the road; and

(b) Are located as far as

PO14 Complies Access to the site will be designed to provide safe and efficient access and will be constructed to a standard that is appropriate to the location of the industrial site in the

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practical from intersections; and

(c) For non-residential uses that are not located within 3 metres of an adjoining site within a residential zone.

industrial area. The new industrial concrete crossover will be constructed in accordance with Mackay Regional Council Standard Drawing A3-773D.

AO14.2 Vehicle access areas (internal driveways, access aisles, manoeuvring areas, car parks and service bays) accord with the following: (a) The relevant sized vehicle

(as defined by Table 9.4.1.3B) can enter and leave the site after performing no more than a 3-point turn; and

(b) In key urban areas and townships, vehicle access areas.

PO15 Development includes the provision of adequate and convenient and safe on-site car and bicycle parking.

AO15 Car and bicycle parking facilities (including end of trip facilities where applicable) dedicated to residents, customers, employees or other visitors of the development is provided: (a) On the site in a convenient

and safe location/s; and (b) In accordance with Table

9.4.1.3B.

PO15 Complies The warehouse development will include adequate provision for convenient and safe on-site car and bicycle parking. A total of 5 car parking spaces, and 1 disabled space will be provided in accordance with Councils standards.

PO16 Development provides end of trip facilities for people engaging in active transport (bicycle and pedestrian): (a) To meet the needs of

users and promote active modes of travel;

(b) At convenient, easily identifiable, safe locations;

(c) In locations that do not obstruct vehicular, bicycle or pedestrian movement paths.

AO16.1 Bicycle parking facilities are: (a) Located within view of

staff, customers or passing foot traffic; and

(b) Easily accessible by users; and

(c) Well-lit; and (d) Sheltered from sun and

rain; and (e) Close to public transport;

and (f) Signed to indicate the

nearest public phone and places of safety; and

(g) Well-maintained at all times; and

(h) Designed and constructed in accordance with

Not Applicable

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AS/NZS2890.3-1993.

AO16.2 Development provides cycling and pedestrian end of trip facilities, in accordance with the requirements of the Queensland Development Code that include: (a) Secure bicycle parking and

storage racks; (b) Storage lockers; and (c) Shower, change room and

toilet facilities. PO17 Pedestrian access to buildings: (a) Do not obstruct pedestrian

movement, or form physical clutter, on public footpaths;

(b) Are not visually overbearing, or form visual clutter in the streetscape;

(c) Safe, efficient and convenient wheelchair access.

AO17.1 Steps, escalators, ramps and lifts are:

(a) Located wholly within the site; and

(b) Setback a minimum of 1.5 metres from the front boundary.

AO17.1 Not applicable The development is accessed from ground level and does not include, steps, escalators, ramps or lifts.

AO17.2 Where a pedestrian access ramp exceeds the lesser of 15 metres or 60% of the site frontage:

(a) A wheel chair accessible elevator is provided; or

(b) A graduated foyer/ lobby entrance is provided; or

(c) Shared pedestrian access facilities are provided with an adjoining site.

AO17.2 Not applicable

Amenity

PO18 The acoustic amenity, privacy and liveability of residential areas and sensitive land uses is maintained by ensuring that:..

AO18.1 Development is located, designed and operated to achieve the following noise levels when measured from: • For proposed sensitive

land uses: habitable rooms (assuming open windows) nearest the noise source; and

• …

Not Applicable The warehouse is proposed to be constructed within the Low impact industrial zone within the established industrial area of Paget. The closest sensitive land use (residential dwellings) is greater than 230m away and north of the industrial area. Further no manufacturing activity is proposed to occur within the warehouse.

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PO19 Where located in close proximity to an operational railway corridor, sensitive land uses mitigate amenity impacts and maintains the operational integrity of the rail corridors.

AO19 No acceptable outcome prescribed

Not Applicable The warehouse is proposed to be constructed within the Low impact industrial zone within the established industrial area of Paget.

PO20 Sensitive land uses are adequately buffered from rural and agricultural activities.

AO20 New sensitive land uses are separated from rural and agricultural activities a minimum distance of: (a) 300 metres, or 40 metres if

including a vegetated

AO20 Not Applicable The warehouse is proposed to be constructed within the Low impact industrial zone within the established industrial area of Paget.

PO21 Utility services attached to buildings do not adversely impact on the acoustic or visual amenity of the surrounding area.

AO21.1 Utility services attached to buildings including air conditioning units, hot water systems, refrigeration units and other forms of mechanical ventilation or extraction systems, are: (a) located as far from

sensitive land uses, road frontage boundaries and public open spaces as practical; and

(b) acoustically shielded and visually screened so as not to be audible or visible from adjoining and nearby sites, public open spaces and roads.

AO21.1 and AO21.2 Complies The warehouse is to be located within the established industrial area of Paget. Any utility services (for example those associated with the office and foyer) will be acoustically shielded and visually screened so as not be audible or visible form adjoining and nearby sites.

AO21.2 Service structures, lift motor rooms and other utility plant: (a) are located and designed

to not be visible from adjoining and nearby streets and public spaces; or

(b) designed to be an architectural feature of the building, if visible from adjoining and nearby sites, streets and public places.

PO22 Vibration from the development does not affect the amenity of surrounding land uses.

AO22 The development does not result in vibration impacts outside of the development of the site.

AO22 It is not anticipated that there will be vibration impacts outside of the development of the site.

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PO23 Development maintains the air quality of the air through the effective management of air emissions and the minimise of heat and odour emissions.

AO23 Development that is likely to generate emissions such as air pollutants, heat and odours incorporate: (a) physical measures for

removing pollutants from emissions prior to discharge to the atmosphere; and

(b) physical measures for reducing the temperature gradient between emissions and the atmosphere prior to discharge; and

(c) operational systems, including monitoring systems for major industry and major infrastructure, which maintain emissions within ANZECC guideline standards.

Not Applicable The warehouse development does not propose to produce any air, heat or odour emissions.

PO24 Lighting is designed in a manner to ensure ongoing amenity and safety whilst ensuring surrounding areas are protected from undue flare or lighting overspill.

AO24 Where the site adjoins a residential zone, or a site containing an existing residential or accommodation use, outdoor lighting: (a) does not exceed 8.0 lux at

1.5 metres beyond the side and rear boundaries of the site;

(b) is directed downwards and shielded rather than directed at the adjoining residential or accommodation zone or use; and

(c) all lights, apart from security lighting, are switched off not longer than 1 hour after the cessation of daily operations; and

(d) accords with AS4282 – Control and effects of outdoor lighting in terms of its technical parameters, design, installation, operation and maintenance.

PO24 Complies Lighting for the warehouse will be designed to ensure ongoing amenity and safety.

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PO25 Non-residential development maintains the visual and general amenity of adjoining residential areas.

AO25 Non-residential development adjoining properties within a residential zone…

AO25 Complies The proposed warehouse is a non-residential development, however it does not adjoin properties within a residential zone.

PO26 Residential development mitigates existing and/ or potential future visual and general amenity impacts from adjoining non-residential sites.

AO26 Where a new sensitive land use/s in a residential zone adjoins a site within a centre zone, industry zone, Special purpose zone or Community facilities zone:

(a) open plan living areas, habitable rooms, prominent buildings…

Not Applicable The proposed development is not for residential development or sensitive land use.

PO27 Multi-storey buildings and high structures are designed to maintain a reasonable level of access to sunlight and adjoining public open spaces and residential areas.

AO27 Buildings or structures with a height over 8.5 metres above ground level (2 storeys) do not cast a shadow/s between…

Not Applicable The maximum height of the proposed warehouse is less than 8.5 metres.

PO28 Buildings do not incorporate glass or surfaces that are likely to reflect the sun that has the potential to cause nuisance, discomfort or hazard to any part of the city and adjoining urban areas.

AO28 Any reflective glass material, metallic shade structure or other surfaces…

Not Applicable The building does not incorporate glass that is likely to reflect the sun.

Flooding

PO29 Premises subject to risk of inundation or damage trough flood are provided with immunity to that risk in order to reduce potential property damage and to ensure public safety.

AO29.1 Development complies with the following: (a) is located on land that is

not subject to inundation during a Defined Flood Event; or

(b) the minimum floor level for habitable rooms (new buildings and extensions to existing buildings) is the highest of the following…

Not Applicable The site is not within an area that is subject to flooding

AO29.2 The minimum finished ground level for new residential lots in the Emerging communities zone… AO29.3 New lots in the rural zone and rural residential zone…

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AO29.4 Development complies with the following: (a) residential lots in the

emerging community zone…

AO29.5 For development involving temporary or moveable residential structures…

PO30 There is no increase in the number of people living or working on a flood prone site, except where the premises are occupied on a short-term intermittent basis.

No acceptable outcome prescribed

Not Applicable The development is not located within an area subject to flooding.

PO31 Development does not result in adverse impacts for the safety of people or the capacity to use land within a floodplain and…

No acceptable outcome prescribed

Not Applicable

PO32 Electricity infrastructure is located and designed to be as resilient as practicable during and after flood events.

AO32.1 AO32.2

Not Applicable

PO33 Areas where hazardous material or potentially contaminating substances are manufactured, stored or used are located and designed to: (a) prevent spills from leaving

the site; and (b) be protected from

stormwater inundation; and

(c) maintain or improve the stormwater flow and flood characteristics of the local area.

AO33 Areas where hazardous materials or potentially contaminating substances are manufactured stored or used are…

Not Applicable The proposed warehouse use does not involve the use of hazardous material or potentially contaminating substances.

Earthworks

PO34 Earthworks are undertaken in a manner that: (a) produces stable landforms

and structures; and (b) maintains natural

landforms and (c) minimises height of

retaining walls and batter

AO34.1 Earthworks comply with: (a) SC6.11 Engineering design

guidelines – site regarding planning scheme policy; and

(b) AS/NZS 3798 – Guidelines on earthworks for commercial and residential

AO34.1 – AO35.1 Complies The site is relatively flat and extensive earthworks are not required. All earthworks will comply with Council’s standards.

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fences; and (d) does not unduly impact on

the amenity or privacy for occupants of the site or on adjoining land; and

(e) does not unduly impact on the amenity of the streetscape.

development.

AO34.2 Retaining walls are certified as stable by a Registered Professional Engineer of Queensland. AO34.3 The extent of filling or excavation with a depth of 200mm, does not exceed 40% of the site. AO34.4 Excavating and filling is no greater than 1 metre and height or depth and the combined height of retaining walls and fences does not exceed 2 metres. AO34.5 Soil to be used for filling if stockpiled for more than 2 month is stabilised and grassed. AO34.6 Retaining walls are setback from any boundary and are stepped or terraced so that landscaping can soften the visual impact.

Landscaping

PO36 Development is provided with adequate and suitable landscaping and screening on site which:

(a) Reinforces the tropical character of the region; and

(b) Provides an attractive streetscape appearance; and

(c) Creates a pleasant microclimate on the subject site; and

(d) Provides for privacy and amenity on the site and on adjoining sites; and

(e) Reduces stormwater runoff; and

(f) Contributes to

AO36.1 Landscaping accords with: (a) SC6.7 Engineering design

guidelines – landscape planning scheme policy; and

(b) An approved landscape plan.

PO36 Complies The landscaping will be designed to accord with the acceptable outcomes set out in AO36.1 and AO36.2.

AO36.2 Landscaping is designed and established to: (a) An appropriate scale

relative to both the road reserve width and to the size and nature of the development; and

(b) Incorporate remnant vegetation and use of endemic species where possible; and

(c) Provide summer shade

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ecological linkages and biodiversity.

and shelter for pedestrian comfort and energy efficiency of buildings; and

(d) Maximise areas suitable for on-site infiltration of stormwater; and

(e) Allow for pedestrian and vehicle safety; and

(f) Generate a cohesive and distinct visual character for the streetscape and local area; and

(g) Thrive in a tropical climate; and

(h) Minimise irrigation requirements through appropriate plant selection, mulching and water efficient irrigation systems.

PO37 Landscaping visually softens and lowers the glare and heat generated by extensive areas of hardstand.

AO37 In open car parking areas (not within building or covered by shade structures), shade trees are provided between car parks at a rate of 1 shade tree per every 6 car parks.

PO37 Complies The landscaping will be designed to soften glare and heat from the hardstand, where possible whilst ensuring that the site functions as an industrial site.

PO38 Vegetation identified on the Mackay Significant Tree Register is retained to maintain the landscape and streetscape character provided by significant trees.

AO38 With regards to vegetation listed on the Mackay Significant Tree Register…

Not Applicable

Elements in public roads – awnings and street furniture

PO39 Where required or proposed, footpath awnings (attached or detached)…

AO39 Where require or proposed footpath awnings…

Not Applicable The development does not propose any elements in the public road.

PO40 Streetscape elements are located and designed to reinforce the sense of identity character and usability of the area.

AO40 Footpath widths, materials, street furniture…

Not Applicable The development does not propose any elements in the public road.

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Crime prevention through environmental design

PO41 Premises provide opportunities for informal surveillance of streets, pedestrian and bicycle routes, public open spaces and car parks.

AO41 Development provides: (a) Pedestrian entrances and

windows on all levels including ground floor that overlook streets, pedestrian and bicycle routes, public open spaces and car parks…

PO41 Complies The industrial development is orientated towards the street allowing for passive surveillance.

PO42 Buildings and street addresses in urban areas are easily identified.

No acceptable outcome prescribed

Not Applicable

PO43 Visibility is provided into stairwells, elevators, car parks, lobby entrances and bicycle parking facilities.

No acceptable outcome prescribed

Not Applicable

PO44 Premises and their surrounds do not include: (a) ‘blind’ corners (including

on stairs, in corridors or other situations where movement can be predicted); and

(b) sudden changes of grade on pathways which reduces sightlines; and

(c) concealment spots (unless they can be secured after hours); and

(d) pedestrian tunnels, excepting that where unimpeded sightlines or the absence of concealment points cannot be reasonably achieved, equipment (such as security mirrors) and good lighting is provided to enhance visibility; and

(e) potential concealment areas (i.e. dead-end alleys) are restricted or locked after hours; and

(f) where a concealment spot is unavoidable, there are aids to visibility such as convex mirrors and good secure lighting; and

(g) concealment spots such

No acceptable outcome prescribed

PO44 Complies The industrial premises will be designed to ensure (as much as possible in the industrial context) that there are no: (a) blind corners; (b) sudden changes of grade

on pathways; (c) concealment spots; (d) pedestrian tunnels; (e) potential concealments

areas are restricted or locked after hours.

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as: (i) dark areas adjacent to a main / designated pedestrian routes; and (ii) private dead-end laneways; and (iii) indentation in fencing or walls; and (iv) gaps in the streets such as entrances to interior courtyards and recessed doorways; and (v) areas that are isolated after dark are not located on the premises. PO45 Building entrances:

(a) are clearly defined; and (b) are well-lit and face

the street; and (c) do not create

concealment spots; and

(d) provide clear sightlines form the building foyer so that occupants can see outside before leaving the building; and

(e) have lobbies visible form the exterior; and

(f) have staff entrances, if separate, which are well-lit and maximise opportunities for informal surveillance and for clear sightlines.

No acceptable outcome prescribed

PO45 Complies The building entrance is clearly defined and visible from the street, will be well-lit, have no concealment spots, a clear sightline from the foyer and a clearly defined foyer.

PO46 Landscaping is designed and maintained to provide informal surveillance and clear sightlines on access ways and to other public spaces.

AO46 Vulnerable premises provide landscaping designed to promote safety including…

Not Applicable The proposed development is not a ‘vulnerable premises’

PO47 The design of premises provides for unimpeded sightlines, particularly along pedestrian and bicycle routes.

AO47 All barriers (including landscaping features) along pedestrian and bicycle routes are visually permeable (i.e. can be easily seen through to reduce concealment points).

Not Applicable

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PO48 Car parking areas are: (a) designed to optimise

informal surveillance and illumination, and to minimise unlawful access; and

(b) well-lit to enable visibility of all external edges and routes providing access to the car park; and

(c) designed to minimise instances of large numbers of cars being co-located (over 100 cars in a single block). If more than 100 cars, more than one entry/ exit point is provided sot that the car park does not become an entrapment area.

No acceptable outcome prescribed

Not Applicable

PO49 Underpasses and overpasses are designed and located to reduce opportunities for crime, so that: (a) pedestrians are able to

see what is in an underpass or tunnel and at the end of it before entering; and

(b) signs at each end of an underpass indicate where it leads and an alternative route to use at night.

No acceptable outcome prescribed

Not Applicable

PO50 Underpasses are wide enough to accommodate both pedestrian and cycle traffic.

AO50 Underpass width complies with the provisions of AUSTROADS Guide to Traffic Engineering Practice Part 14 – Bicycles.

Not Applicable

PO51 The design and location of laneways and alleyways promotes community safety.

AO51.1 Laneways are straight and have more than one entrance.

Not Applicable

AO51.2 Unnecessary access to buildings from laneways is avoided.

PO52 Buildings contribute positively to the enhancement of public safety and security.

AO52.1 Ramps and elevator entrances are located in areas which are not isolated.

Not Applicable

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AO52.2 Lifts are located within a secure entrance, and incorporate graffiti and vandal-resistant measures (i.e. a fully glazed and enclosed vestibule area at the exit to the lifts).

Not Applicable

AO52.3 Loading and storage areas are well-lit or can be locked after hours.

AO52.3 Complies Loading areas as part of the warehouse will be well-lit or locked after hours.

AO52.4 Parking spaces are allocated near the building entry for employees working after hours.

AO52.4 Complies Parking spaces will be allocated near the building entry for employees working after hours.

AO52.5 Enclosed or underground car parks can only be accessed from inside the building or through a security system.

Not Applicable

AO52.6 All windows, particularly those at street level, are secure without creating a ‘fortress-like’ appearance (i.e. avoid solid roller shutters or bars).

AO52.6 Complies Windows will be designed to be secure and will avoid solid roller shutters or bars.

PO53 Lighting is provided which: (a) increases safety and

security in and around the site; and

(b) considers vegetation in both its existing and mature forms, or other elements that may have the potential to block out light; and

(c) illuminates inset spaces, access/ egress routes car parking areas and signage; and

(d) supports visibility for pedestrians as well as road users.

AO53.1 Security lighting is consistent with AS4282 The control of obtrusive effects of outdoor lighting.

AO53.1 Complies The security lighting for the warehouse will be designed in accordance with AS4282.

AO53.2 Lighting of pedestrian and bicycle movement routes, public spaces and outdoor signage in public spaces is consistent with AS/NZS1158 Public Lighting Code.

AO53.2 Complies Lighting will be designed to be in accordance with AS1158.

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Table 9.4.1.3B – General Development Requirements Code – minimum relevant vehicle size and car and bicycle parking rates

Use

Car parking rate

Relevant Vehicle size

Bicycle parking rate

Requirement

All sites other than sites within the Mackay City centre local plan area

Warehouse

• 1 space per 100m2 of gross floor area;

• 1 heavy vehicle space per 2,000m2 of total use area.

• Carparks – B99

• Other area/s – HRV

No bicycle parking rate specified

• 5 car parking spaces – B99

• 1 heavy vehicle space