traffic management report for 6-8 callawa street, orange, nsw

Job Number: 21NL031-T3 Date: 2nd September, 2021

Traffic Management Report for

6-8 Callawa Street, Orange, NSW

Prepared by

LOKA CONSULTING ENGINEERS PTY LTD

Nermein Loka

BSC, ME, MIE(AUST), CPEng, NPER, RPEQ

Senior Civil Engineer

Accredited Certifier

Director

Table of Contents

1. Introduction ........................................................................................................................... 3

2. Existing Conditions ................................................................................................................ 4

2.1. Existing Development ..................................................................................................... 4

2.2. Public Transportations .................................................................................................... 4

2.3.Existing Road Conditions .................................................................................................... 5

3. Proposed Development ......................................................................................................... 6

4. Off Street Car Parking Provision ............................................................................................ 6

4.1. Car parking .................................................................................................................... 6

5. Car Park and Driveway Layout .............................................................................................. 8

5.1. Driveway and Ramp Design ........................................................................................... 8

5.2. Dimensions of Parking Spaces ....................................................................................... 9

6. Traffic Flows and Volumes .................................................................................................. 11

6.1. Daily Traffic Data .......................................................................................................... 11

6.2. Traffic Survey ............................................................................................................... 12

6.3. Existing Road Service Level ......................................................................................... 17

6.4. Intersection Assessment .............................................................................................. 18

7. Traffic Generation ................................................................................................................ 19

8. Swept Path Analysis ............................................................................................................ 22

Appendix A Architectural Plan ………………………………………………………………………….23

Appendix B Sidra Intersection Analysis…………………………………………………………………26

Appendix C Swept Path Analysis …………………...…………………………………………………35

1. Introduction

Loka Consulting Engineers Pty Ltd has been engaged by Architex to provide a Traffic

Management Plan for the site at 6-8 Callawa St, Orange, NSW (refer to Figure 1-1 and Figure 1-

2).

A Traffic Management Plan and Report is required for the proposed development to identify the

impacts of the proposal on the local street network and mitigation measures required to

ameliorate any impacts. This includes:

• A description of the site and details of the development proposal;

• A review of the road network in the vicinity of the site, and traffic conditions on that road

network;

• A review of the geometric design features of the proposed car parking facilities for

compliance with the relevant codes and standards; and

• An assessment of the adequacy and suitability of the quantum of off-street car parking

provided on site.

Figure 1-1 Subject site (from SIX maps)

Figure 1-2 Site location (from SIX maps)

2. Existing Conditions

2.1. Existing Development

The current site is approximately 4695 m2 and it has one existing building.

2.2. Public Transportations

It takes 1 minute walking (110m) from the site to Kurim Avenue bus stop (refer to figure 2-1).

Table 2-1 shows the bus line name; routes and the time between two successive trips.

Line

Name

Route Weekday Hours

Weekday Interval Weekend Hours

Weekend interval

531 Orange City

Centre to Glenroi

(Loop Service)

07:35 – 19:17

30 - 60min 08:15 – 17:17

50 -137min

Table 2-1 Bus line, route, and time

Figure 2-1 Site to bus stop (from Google maps)

2.3.Existing Road Conditions

The proposed development is bounded by:

• Currong Crescent on the East

• Callawa Street on the West

• Kurim Avenue on the North

• No. 4 Callawa Street, 18 – 19 Pimpala Place & 55 Currong Crescent on the South.

There are two existing vehicular crossing to the site from Kurim Avenue. In addition to two existing vehicular crossing to the site from Callawa Street & Currong Crescent. Callawa Street Callawa Street is a local road and not classified by NSW Roads & Maritime Services. Callawa Street is approximately 9 metres wide with kerbs and gutters on both sides. it provides linkage from Kurim Avenue to Pimpala Place. It has an undivided travel lane in for both directions with kerbside parking on both sides. Currong Crescent Currong Crescent is a local road and not classified by NSW Roads & Maritime Services.

Currong Crescent is approximately 10 metres wide with kerbs and gutters on both sides. It has an undivided travel lane in for both directions with kerbside parking on both sides. Kurim Avenue Kurim Avenue is a local road and not classified by NSW Roads & Maritime Services. Kurim Avenue is approximately 14 metres wide with kerbs and gutters on both sides. It provides linkage from Lone pine Avenue to Blowes Road. It has an undivided travel lane in for both directions with kerbside parking on both sides. Lone Pine Avenue Lone Pine Avenue is a local road and not classified by NSW Roads & Maritime Services. Lone Pine Avenue is approximately 9 metres wide with kerb and gutter on one side only. It provides linkage from Mitchel HWY to Dairy Creek Road. It has an undivided travel lane in for both direction with one parking lane on both sides. Blowes Road Blowes Road is a local road and not classified by NSW Roads & Maritime Services. Blowes Road is approximately 11 metres wide with no kerb and gutter. It provides linkage from Mitchel HWY to Dairy Creek Road. It has one travel lane in each direction with no parking lane on both sides.

3. Proposed Development

The proposed development will facilitate the construction of 54 units and 6 retail stores.

4. Off Street Car Parking Provision

4.1. Car parking

According to Orange Development Control Plan (2004), the following minimum parking spaces

shown in Table 3-2 must be provided for a proposed mixed-use development.

Table 3-2 Off-street parking space rates

Mixed Used Development

Minimum spaces required

Residents

1.0 space per One-bedroom unit 1.2 spaces per Two-bedroom unit 1.5 spaces per Three (or more-bedroom unit

Visitor 0.2 space per 1 unit

Retail 1 space per 50m2

Accordingly, the car parking spaces required for the proposed development is shown in the below

Table 3-3

Table 3-3 Minimum number of off-street parking spaces

Type

No. of unit / Area

Minimum spaces required

Parking required

Parking proposed

Lo

t 1

One-bedroom unit

11 1 11

20 Two-bedroom

unit 4 1.2 4.8

Three-bedroom unit

3 1.5 4.5

Visitor 18 0.2 space per

unit 3.6 4

Retail/commercial 353.51m² 1 space per

50m2 7.1 7

Total 31 31

Lo

t 2

One-bedroom unit

12 1 12

25 Two-bedroom

unit 3 1.2 3.6

Three-bedroom unit

3 1.5 4.5


unit 3.6 4

Retail 373.99m² 1 space per

50m2 7.5 8

Total 32 32

Lo

t 3

One-bedroom unit

12 1 12

20 Two-bedroom

unit 3 1.2 3.6

Three-bedroom unit

3 1.5 4.5


unit 3.6 3

Retail 343.66m² 1 space per

50m2 6.9 8

Total 31 31

Therefore, the design complies with the requirement from CDCP 2004.

5. Car Park and Driveway Layout

5.1. Driveway and Ramp Design

The design of the driveway, internal roadways & ramps, and car parking spaces must comply with

Australian Standards; details are shown in the ground floor architectural plan. Table 4-1 and

Table 4-2 assess the compliance of the site to Australian Standard and CDCP 2004.

Table 4-1 Driveway and ramp design

FEATURE AS 2890.1 Architectural Plan Compliance

Driveway width Access driveway

• 3.0 to 5.5 for Category 1.

• 6.0 to 9.0 for Category 2.

Entry & Exit on Ground floor towards basement: 3.9m one-way Entry & Exit on Ground floor: 6.6m one-way for service truck

The design is complied with AS 2890.1

Ramp grade Longer than 20m – 1:5 maximum. Up to 20m long – 1:4 maximum.

Transition grade no more than 1:8.

First 6m no more than 1:20.

Changes of grade no more than 1:8.

ENTRY on Ground to Lot 1 1:20 @ 6.0m 1:8 @ 2.0m transition 1:4 @ 10.36m 1:8 @ 2m Lot 1 to Lot 2 1:10 @ 3.5m Lot 2 to Lot 3 1:8 @ 9.6m 1:8 @ 2.4m Entry inside the lot 3 basement EXIT on Ground Floor 1:8 @ 2.0m 1:4 @ 13.2m 1:8 @ 2.0m 1:20 @ 6.0m


Ramp grade for commercial vehicle

Max 1:16 (6.25%) for 7m of travel

1:16 @min 7m for HRV truck


Internal Driveway/Ramp width

One-way road or ramps (3.0m min between kerb)

To basement Entry Min. 3.3m one way with 300mm on both side


Two-way roadway or ramp (5.5m min between kerbs)

Note: 300mm clearance on both side when there is a high kerb or barrier on both sides.

To basement Exit: Min. 3.3m one way with 300mm on both side Ground floor Entry: 6m one-way Ground floor Exit: 6m one-way

Headroom 2.2m min between the floor and an overhead obstruction.

Lot 1: min 3.250 m Lot 2: min 3.03 m Lot 3: min 3.14 m HRV truck: open parking Ensure to provide min 2.2m at cc stage


5.2. Dimensions of Parking Spaces

The design of the car parking spaces should be in compliance with AS 2890.1.

Table 4-2 Dimensions of parking spaces

FEATURE AS 2890.1 Architectural Plan Compliance

Residential parking space

5.4m x 3.0m

5.4m x 2.4m The design is complied with AS 2890.1

SDA Parking space

5.4m X 3.8m 5.4m X 3.8m The design is complied with AS 4299- Adaptable Housing

Retail/Commercial parking space

5.4m x 2.4m Normal: 5.4m x 2.6m disable car space: 5.4m x 2.6m with 5.4m x 2.4m shared zone


Electric charging bay

5.4m x 2.4m The design is complied with AS 2890.1

Loading bay SRV 3.5m x 6.4m MRV 3.5m X 8.8m HRV 3.5m X 12.5m

12.5m x 3.0m* The design is complied with AS 2890.1*

Visitor parking space

5.4m x 2.4m with additional 300mm when adjacent a wall

5.4m x 2.5m


Aisle width 5.8m minimum Basement Level, Lots 1 to 3: Min.5.8m Ground floor, Lots 1 to 3:


Min. 6.6m Blind aisle 1m extension

beyond last parking space

Min 1000mm The design is complied with AS 2890.1

Bicycle parking space

1.8m x 0.5m 1.2m x 0.5m (vertical)

1.7m x 0.5m vertical


Bicycle aisle width 1.5m

1.5m


Motorbike parking 2.5m x 1.2m 2.5m x 1.2m The design is complied with AS 2890.1

*Note: the Loading Bays for Lots 1+ 2 will be used by only ONE truck at a time.

As required in AS 2890.1:2004, a triangular area with 2.5m (face to driveway) by 2.0m (face to

street) will be kept clear of obstructions to visibility (Refer to Figure 4-1).

Figure 5-1 AS 2890.1:2004 requirement

In accordance with AS 2890.1:2004, sight triangle is hatched in red and shown in the following

Figure 4-2.

Figure 5-2 Sight triangle

Ensure any object within the sight triangle is max. 1.15m high or 50% transparent above 0.9m if

higher than 1.15m.

The sight triangle requirement complies with Australian Standard.

6. Traffic Flows and Volumes

6.1. Daily Traffic Data

Road and Maritime Service (RMS) collect traffic volume information from roadside traffic

collection devices across the NSW network.

From RMS’s average daily traffic volume map the nearest traffic counting station is station ID

6169 at 1.33Km North of Shreeves Road, Molong 2866 located approximately 43 km North of the

subject site.

Figure 6-1 Traffic Count Station

From the counts undertaken at Station ID 6169 in 2021 average daily traffic account of 1259 vehicles Northbound and 1280 vehicles southbound were counted on average per day passing across Mitchell Highway.

6.2. Traffic Survey

Traffic Counts were undertaken during the morning and afternoon peak periods to gauge the performance of the current road system. Traffic Survey is performed by Trans Traffic Survey Pty Ltd on Thursday 17th of June, 2021 in the morning between 7:00am to 9:00am and in the afternoon between 3:00pm to 6:00pm & Saturday 19th of June, 2021 in the morning between 10:30am to 12:30pm at four (4) locations:

• T-junction at Kurim Ave. & Blowers Rd.

• T-junction at Kurim Ave. & Callawa St.

• T-junction at Kurim Ave. & Currong Cres.

• T-junction at Kurim Ave. & Lone Pine Ave.

Subject Site

Figure 6-2 Locations of Traffic Survey

The full result of the traffic analysis is summarised in Figure 6-3 to 6-10 below.

Figure 6-3 Traffic Survey at Kurim Ave. – Blowers Rd Thursday

Figure 6-4 Traffic Survey at Kurim Ave. – Callawa St. Thursday

Figure 6-5 Traffic Survey at Kurim Ave. – Currong Cres. Thursday

Figure 6-6 Traffic Survey at Kurim Ave. – Lone Pine Ave. Thursday

Figure 6-7 Traffic Survey at Kurim Ave. – Blowers Rd Saturday

Figure 6-8 Traffic Survey at Kurim Ave. – Callawa St. Saturday

Figure 6-9 Traffic Survey at Kurim Ave. – Currong Cres. Saturday

Figure 6-10 Traffic Survey at Traffic Survey at Kurim Ave. – Lone Pine Ave Saturday

6.3. Existing Road Service Level

The capacity of the urban road is generally determined by the capacity of intersections. Table 4.3

and 4.4 of the RMS’s ‘Guide to Traffic Generating Developments’ provide guidance on mid-block

capacities for urban roads and likely levels of service. The tables are reproduced below.

Type of Road One-Way Mid-block Lane Capacity (pcu/hr)

Median or inner lane

Divided Road 1000

Undivided Road 900

Outer or kerb lane

With Adjacent Parking Lane 900

Clearway Conditions 900

Occasional Parked Cars 600

4 lane undivided Occasional Parked Cars 1500

Clearway Conditions 1800

4 lane divided Clearway Conditions 1900

Level of Service (per direction)

One Lane (veh/hr) Two Lanes (veh/hr)

A 200 900

B 380 1400

C 600 1800

D 900 2200

E 1400 2800

Kurim Avenue

Based on the traffic analysis and roadside environment (occasional parked cars), it is considered

that Kurim Avenue operates within the mid-block capacity for an urban road with interrupted flow.

Kurim Avenue is currently functioning at a level of service A in peak hour conditions (at maximum

155 vehicles in one lane at peak hour).

The RMS guide states a service level A, ‘This, the top level is a condition of free flow in which

individual drivers are virtually unaffected by the presence of others in the traffic stream. Freedom

to select desired speeds and to manoeuvre within the traffic stream is extremely high, and the

general level of comfort and convenience provided is excellent.’

Callawa Street


that Callawa Street operates within the mid-block capacity for an urban road with interrupted flow.

Callawa Street is currently functioning at a level of service A in peak hour conditions (at maximum

6 vehicles in one lane at peak hour).





Currong Crescent


that Currong Crescent operates within the mid-block capacity for an urban road with interrupted

flow. Currong Crescent is currently functioning at a level of service A in peak hour conditions (at

maximum 19 vehicles in one lane at peak hour).





6.4. Intersection Assessment

The existing intersection operating performance of the surveyed intersection for the weekday

morning and afternoon peak hours were assessed using the SIDRA software package (version

7.0) to determine the Degree of Saturation (DS), Average Delay (AVD in seconds) and Level of

Service (LoS).

SIDRA program provides Level of Service Criteria Table as below.

The Average Vehicle Delay (AVD) provides a measure of the operational performance of an

intersection as indicated below, which relates AVD to LOS. The AVD’s should be taken as a

guide only as longer delays could be tolerated in some locations (i.e. inner city conditions) and on

some roads (i.e. minor side street intersecting with a major arterial route). For traffic signals, the

average delay over all movements should be taken. For roundabouts and priority control

intersections (sign control) the critical movement for level of service assessment should be that

movement with the highest average delay.

The degree of saturation (DS) is another measure of the operational performance of individual

intersections. For intersections controlled by traffic signals, both queue length and delay increase

rapidly as DS approaches 1. It is usual to attempt to keep DS to less than 0.9. Degrees of

Saturation in the order of 0.7 generally represent satisfactory intersection operation. When DS

exceed 0.9 queues can be anticipated.

The full SIDRA outputs are presented in the Appendix B for the existing conditions as well as

proposed conditions.

7. Traffic Generation

An indication of the traffic generation potential of the development proposal is provided in

accordance with Roads and Maritime Services (RMS) publication ‘Guide to Traffic Generating

Developments 2002’.

RMS guidelines are based on an extensive survey of a wide range of land uses.

The existing site is a vacant land with zero (0) traffic trips

The subject site is divided into 2 categories as sequence: -

1. residential flat building (48 units in total)

2. retail (596.0 m2)

Residential flat building.

Identified as high-density residential flat building. Rates

Metropolitan Sub-Regional Centres. Daily vehicle trips = not available Peak Hour Vehicle Trips = 0.29 trips per unit.

For the subject site, there are 48 units in total. Therefore, there is a traffic generation potential of

approximately 14 vehicles per hour during peak periods.

Retail

Identified as Bulky goods retail stores

The trip generation rates varied so widely

Rates. In the Thursday evening peak period the average generation rate surveyed was 2.5 veh/hr/100 m² GLFA On the weekend with a mean peak rate of 6.6 veh/hr/100 m2 GLFA

For the subject site, there is 596.0 m2 of commercial area. Therefore, there is a traffic generation

potential of approximately 15 vehicles per hour during peak periods in Thursday & 40 vehicles

per hour during peak periods on weekend

The future vehicle trips should be added to evaluate the net increase in traffic generation for the

entire development. This is shown in Table 7-1

Time Traffic Generation Potential Thursday Saturday

Morning

Residential flat buildings 14 -

Retail - -

Morning Net 14 -

Evening (future)

Residential flat buildings 14 -

Retail 15 40

Evening Net +29 +40

Table 7-1 Project net Increase in peak hour traffic generation potential

Therefore, for the proposed development, there will be max. 14 net increase in traffic generation

in mornings, max. 29 in Friday evenings & 40 in Saturday evening.

+15

+6

+2 +1

+16

+2

+4 +4 +7

+1 +1

+6 +10

+2

+8

+1

+5

+1

+4

Figure 7-1 traffic generated by the proposed development at evening peak hour

(Assuming 80% of the residential traffic generation will enter the development at evening peak hour)

(Assuming 80% of the retail traffic generation will exit the development at morning peak hour)

+13

+6 +6 +1

+1

+1

+5

+1

+3

+2

+1

+1

+2

+1

+1

Figure 7-2 traffic generated by the proposed development at morning peak hour (Assuming 80% of the residential traffic generation will exit the development at morning peak hour)

+15 +25

+4 +4 +7

+2

+10 +2

+1 +1

+6

+1 +15

+10

+5

+1

+9

+1

+8

Figure 7-3 traffic generated by the proposed development at evening peak hour

(Assuming 65% of the retaill traffic generation will exit the development at morning peak hour

Figure 7- 4: level of service pre and post development at Blowes Road – Kurium Avenue in peak hours

Figure 7- 5: level of service pre and post development at Kurium Avenue – Callawa in peak hours

Figure 7- 5: level of service pre and post development at Kurium Avenue – Currong Cres. – Maroo RD in peak

hours

8. Swept Path Analysis

To ensure all vehicles enter and exit the site in a forward direction, swept path analysis has been

conducted in the Appendix B.

It is our opinion that the proposed car parking and driveway comply with Australia Standard.


APPENDIX B

Sidra Intersection Analysis


APPENDIX C

Swept Path Analysis

1:8 1:4 GRADE

1:8

1:8

1:8 GRADE1:10 GRADE1:81:4 GRADE

93.575m 90°00'00"

41.22

m 1

80°0

0'00"

102.72m 270°00'00"

41.22

m 0

°00'0

0"

6.465m

45°00

' 6.465m 135°00'

1:8

NOTE:• All disabled visitors carparking in accordance with AS2890.6 and

adaptable residents parking in accordance with AS4299 - 2.5m min. height clearance

• All parking spaces are a minimum of 2.4m in width by 5.5m in length. Spaces increase to 2.7m in width where adjacent to a wall or an obstruction in accordance with AS 2890.1

• The internal driveway ramp widths, circulation aisles and vehicle turning areas shall be designed and constructed in accordance with AS 2890.1 for two-way vehicle movements

• All parking spaces are a minimum headroom clearance of 2.2m for residents and visitors, 2.5m for disabled car spaces, and 2.3m for internal ramps in accordance with AS2890.1

PARKING LEGEND

RESIDENT CARSPACE

5.4m

2.4m

2.4m

2.4m

5.4m

DISABLED CARSPACE

SHARED ACCESS ZONEBOLLARD

WHE

ELST

OPW

HEEL

STOP

RETAIL / COMMERCIAL CARSPACE

5.4m

2.6m

WHE

ELST

OP

STORAGE ENCLOSURE

1 BED = min. 3m²2 BED = min. 4m²3 BED = min. 5m²

TRUCK HEIGHT CLEARANCE

4.5m (HRV)

VISITOR CARSPACE

5.4m

2.5m

WHE

ELST

OP

SDA UNIT CARSPACE

5.4m

3.8m

WHE

ELST

OP

2.5m MINIMUM HEIGHT CLEARANCE



A

13

A

13

3000

3045

3000

3000

ELECT.CHARGING

BAY

3900

1

21

RL 895.90

RL 895.60

5800

EXIT

EXIT

6600

61506150

ELECT.CHARGING

BAY

EXIT

EXIT

RL 894.70

RL 895.60RL 894.70

RL 894.70

5870

6600

5800

3045

3000

3900

4500 45004500 4250

RL 894.35

RL 893.90

RL 893.90

EXIT

EXIT

ELECT.CHARGING

BAY

3045

3000

62503000

5800

6600

7100

4350 4450

6850

K U R I M A V E N U E

C A

L L

A W

A

S

T R

E E

T

C U

R R

O N

G

C R

E S

C E

N T

L 0 T 1 L 0 T 2 L 0 T 3

C

13

B

13

2

21

C

22

D

22

S301

S302

S303

S304

S305

S306

S307

S308S309S310

S315

S316

S314

S313

S312

S311

S201

S202

S203S204S205

S206

S207

S208

S209

S210 S211 S212

S213

S216S215

S214

S101

S102S103S104

S105

S106

S107

S108

S109

S110 S111 S112

S116

S113

S114

S115

0 m

DEVE

LOPM

ENT

APPL

ICAT

ION

Job No

Project

Client

Do not scale, check and verify all dimensions before comencing new work, ground levels may vary due to site conditions.

Scale

Title

Drawing No. Issue

Drawn Checked

Project Address

architex

True Northpoint

[email protected] www.architex.com.au

Nominated Architect: Roberto Del PizzoNSW Reg. No. 3972

Ryleton pty ltd t/as Architex T : 02 9633 5888abn 32 003 315 142 M : 0418 402 919

Level 3, 7K Parkes StreetParramatta NSW 2150

2 4m 10m

1:200

C 1 : 200

2524

Orange Healthwell Pty. Ltd.

Basement Level 01

PROPOSED MIXED USEDEVELOPMENT

04

PDP DW

6-8 Callawa Street, OrangeTYPICAL UNIT LAYOUTS:REFER TO DWG NO. 15

LANDSCAPE DETAILS:REFER TO LANDSCAPE DRAWINGS

STORMWATER DETAILS + SITE LEVELS:REFER TO HYDRAULIC DRAWINGS

DRIVEWAY RAMP SECTIONS:REFER TO DWG NO. 21 + 22

WASTE MANAGEMENT DETAILS:REFER TO DWG NO. 23

MAIL + FENCE DETAILS:REFER TO DWG NO. 14

PARKING SCHEDULE - LOT 1

Description CountResident 5Resident - SDA Unit 15Visitor 4Retail / Commercial Parking 7Electrical Charging Bay 1Motorcycle Bay 2Carwash Bay 1HRV Loading Bay 1Visitor Bicycle Rack (Fits 2 Bikes) 2





1 : 2001 Basement Level 01

SDA UNIT LAYOUTS + DETAILS:REFER TO DWG NO. 16 - 20

Issue Issue descrption DateC Development Application Issue 01-09-21B Final Issue to Consultants 27-08-21A Prelim. Issue to Client + Consultants 28-07-21

BASEMENT STORAGE SCHEDULE

Number Volume

S209 12.4 m³S210 10.4 m³S211 14.8 m³S212 14.8 m³S213 10.6 m³S214 10.6 m³S215 10.6 m³S216 10.6 m³S301 6.8 m³S302 9.5 m³S303 7.2 m³S304 7.2 m³S305 7.2 m³S306 7.2 m³S307 7.2 m³S308 12.6 m³S309 11.1 m³S310 11.1 m³S311 7.7 m³S312 7.7 m³S313 7.7 m³S314 19.7 m³S315 6.9 m³S316 6.7 m³

BASEMENT STORAGE SCHEDULE

Number Volume

S101 16.7 m³S102 10.6 m³S103 10.2 m³S104 10.1 m³S105 7.2 m³S106 7.2 m³S107 7.2 m³S108 7.2 m³S109 7.2 m³S110 12.6 m³S111 11.1 m³S112 11.1 m³S113 11.3 m³S114 11.3 m³S115 11.4 m³S116 18.0 m³S201 13.8 m³S202 13.8 m³S203 11.1 m³S204 11.1 m³S205 12.6 m³S206 11.3 m³S207 11.3 m³S208 11.4 m³

899.7

0

899.5

9

899.4

9

899.3

5

898.9

1

897.9

5

897.8

4897.7

7897.6

8897.5

3

897.3

9897.0

2896.7

5896.7

2896.6

6896.5

5

896.3

7

896.5

7

896.7

8

897.0

0

897.5

2

897.6

1

897.5

6

897.8

5

897.9

8

898.2

3

898.1

3

898.4

3

898.6

8898.7

9898.8

6

898.7

3

898.9

2

899.1

3

898.9

1

898.9

7

898.9

6

898.9

4898.9

2

898.9

1898.8

6

898.8

7

898.8

3

898.9

5

898.9

5899.0

5

899.4

1899.8

7

899.9

9

899.9

0

899.9

2

899.8

1

899.7

5

899.6

5

899.5

7

899.2

6

899.2

9

899.0

7

899.0

5

898.7

4

898.7

7898.5

0

898.5

7898.4

9

898.4

5898.3

5

898.3

9

898.0

6

898.0

6

898.0

6898.0

3

898.0

5

898.0

0897.9

0

897.9

9

897.9

2

897.8

1897.6

7

897.7

7

897.6

2

897.5

2

897.4

1

897.5

1

897.3

4

897.2

3897.1

4

897.2

1

897.0

7

897.0

1

896.8

6

896.9

0896.6

7

896.6

6

896.4

8

896.4

0

897.7

0

897.6

9

898.2

1

898.2

2

898.4

1 898.5

6

898.5

1

899.0

9

898.0

897.0

897.0 898.0

899.0

899.0

900.0

93.575m 90°00'00"

41.22

m 1

80°0

0'00"

102.72m 270°00'00"

41.22

m 0

°00'0

0"

6.465m

45°00

' 6.465m 135°00'

FOOTPATHBUS SHELTER

KO

WS

TEL

SMH

PIT

TEL TEL

SV

SV

SIGNSIGN

SV

BRICK RESIDENCETILE ROOF

BRICK RESIDENCETILE ROOF

172

DP 260088

132

DP 250936

133

DP 250936

134

DP 250936

No.55No.4

TOG902.44

TOG902.40 TOG

902.35

TOG901.15

TOG901.17

TOG901.15

BM SSM 16199RL 898.791

1:81:81:20 GRADE

1:20 GRADE1:4 GRADE

1:16 GRADE 1:16 GRADE 1:16 GRADE

1:14

1:14

1:14 1:141:10

1:14

1:14 1:14

1:4 GRADE

1:16 GRADE

1:20

1:14

1:14 1:14

1:20 GRADE1:

20

1:14

1:14

1:10

1:20

NOTE:• All disabled visitors carparking in accordance with AS2890.6 and

adaptable residents parking in accordance with AS4299 - 2.5m min. height clearance

• All parking spaces are a minimum of 2.4m in width by 5.5m in length. Spaces increase to 2.7m in width where adjacent to a wall or an obstruction in accordance with AS 2890.1

• The internal driveway ramp widths, circulation aisles and vehicle turning areas shall be designed and constructed in accordance with AS 2890.1 for two-way vehicle movements

• All parking spaces are a minimum headroom clearance of 2.2m for residents and visitors, 2.5m for disabled car spaces, and 2.3m for internal ramps in accordance with AS2890.1

PARKING LEGEND

RESIDENT CARSPACE

5.4m

2.4m

2.4m

2.4m

5.4m

DISABLED CARSPACE

SHARED ACCESS ZONEBOLLARD

WHE

ELST

OPW

HEEL

STOP

RETAIL / COMMERCIAL CARSPACE

5.4m

2.6m

WHE

ELST

OP

STORAGE ENCLOSURE

1 BED = min. 3m²2 BED = min. 4m²3 BED = min. 5m²

TRUCK HEIGHT CLEARANCE

4.5m (HRV)

VISITOR CARSPACE

5.4m

2.5m

WHE

ELST

OP

SDA UNIT CARSPACE

5.4m

3.8m

WHE

ELST

OP




A

13

A

13

1

21

RL 898.30

RL 897.75 RL 897.90

RL 897.15RL 897.14

RL 897.60 RL 897.74

RL 896.92

RL 896.74

RL 896.56

RL 897.10

RL 898.30RL 897.40

RL 897.21RL 897.02

RL 896.84

85 m² 103 m²204 m²

RL 899.39

204 m²

RL 899.74

RL 899.64

RL 899.10RL 899.39

RL 899.39RL 898.74

RL 899.39

RL 899.87

RL 900.00

RL 899.44

RL 899.44

RL 898.74

RL 897.97RL 897.73RL 897.15

RL 897.21

RL 897.73

CARW

ASH

BAY

HRV

TRUC

K LO

ADIN

G BA

Y

CARW

ASH

BAY

CARW

ASH

BAY

HRV

TRUC

K LO

ADIN

G BA

Y

HRV

TRUC

K LO

ADIN

G BA

Y

PLANT PLANTPLANT PLANTPLANTPLANT

COMM. BINS

COMM. BINS

COMM. BINS

RESID. BINS

RESID. BINS

RESID. BINS

RL 897.75

RL 897.90

LOBBY

LOBBYLOBBY

EXIT

ONL

Y

ENTR

Y ON

LYEN

TRY

ONLY

EXIT

ONL

Y

RL 897.37

RL 897.63 RL 897.92

ROOM LEGEND

RETAIL

VISITOR PARKING

RETAIL PARKING

RETAIL PARKING

RETAIL PARKING

VISITOR PARKING

VISITOR PARKING


10 1

10

2

103

11

4

115 6 127 8

C

13

B

13

2

21

MAI

L

MAI

L

MAI

L

RL 898.30 RL 899.10

RL 899.64

SUBS

TATI

ON

M/CYCLE

BICY

CLE

M/CYCLE

BICY

CLE

M/CYCLE

BICY

CLE

VEHICULAR SIGHT LINES CLEAR OF ANY OBSTRUCTION

HYDRANT SPRINKLERBOOSTER ASSEMBLY

GAS REGULATORSUBJECT TO AUTHORITY APPROVAL

WATER METERS SUBJECT TO AUTHORITY APPROVAL

C A

L L

A W

A

S

T R

E E

T

C U

R R

O N

G

C R

E S

C E

N T

W/M

W/M

LINE OF AWNING OVER

LINE OF AWNING OVER

XRL897.21 1: 60 GRADE APPROX.

RL 898.74

XRL899.39

12.5

m x

3.5m

12.5

m x

3.5m

12.5

m x

3.5m

6600

6600

6600

6000

123 2

23

C

22

D

22

RL 897.00

RL 897.14

8500

RL 899.70

RL 899.70

8500

6000

RETAIL 01 RETAIL 02 RETAIL 03 RETAIL 04

LINE OF BASEMENT UNDER

LINE OF BASEMENT UNDER

BULK

BULK BULK

STREET TREES IN ACCORDANCE WITH LANDSCAPE DRAWINGS + COUNCIL SPECIFICATIONS

EXISTING TREE TO BE RETAINED

TOW 899.30 TOW 899.74 TOW 899.74 TOW 899.14TOW 898.15TOW 896.85

TOW 898.47 TOW 899.30

TOW 899.74TOW 899.74TOW 898.15 TOW 899.30

TOW

897.7

5

RL897.695x

RL897.695x

RL897.935x

RL897.405x

x RL89

9.70

5

xRL899.405

RL897.115x

RL897.1

15x

RL89

6.80

5x

TOW 899.30

9000 5500

0 m

DEVE

LOPM

ENT

APPL

ICAT

ION

Job No

Project

Client

Do not scale, check and verify all dimensions before comencing new work, ground levels may vary due to site conditions.

Scale

Title

Drawing No. Issue

Drawn Checked

Project Address

architex

True Northpoint

[email protected] www.architex.com.au

Nominated Architect: Roberto Del PizzoNSW Reg. No. 3972

Ryleton pty ltd t/as Architex T : 02 9633 5888abn 32 003 315 142 M : 0418 402 919

Level 3, 7K Parkes StreetParramatta NSW 2150

2 4m 10m

1:200

C 1 : 200

2524

Orange Healthwell Pty. Ltd.

Ground Floor Level

PROPOSED MIXED USEDEVELOPMENT

05

PDP DW

6-8 Callawa Street, OrangeTYPICAL UNIT LAYOUTS:REFER TO DWG NO. 15

LANDSCAPE DETAILS:REFER TO LANDSCAPE DRAWINGS

STORMWATER DETAILS + SITE LEVELS:REFER TO HYDRAULIC DRAWINGS

DRIVEWAY RAMP SECTIONS:REFER TO DWG NO. 21 + 22

WASTE MANAGEMENT DETAILS:REFER TO DWG NO. 23

MAIL + FENCE DETAILS:REFER TO DWG NO. 14







1 : 2002 Ground Floor Level

SDA UNIT LAYOUTS + DETAILS:REFER TO DWG NO. 16 - 20

Issue Issue descrption DateC Development Application Issue 01-09-21B Final Issue to Consultants 27-08-21A Prelim. Issue to Client + Consultants 28-07-21

898.0

897.0

897.0 898.0

899.0

899.0

900.0

FOOTPATH

BUS SHELTER

KO

WS

TEL

SMH

PIT

TEL

TEL

SV

SV

SIGN

SIGN

SV

BM SSM 16199RL 898.791

1:81:81:20 GRADE

1:20 GRADE1:4 GRADE


1:14

1:14

1:14 1:141:10

1:14

1:14 1:14

1:4 GRADE

1:16 GRADE

1:20

1:14

1:14 1:14

1:20 GRADE

1:20

1:14

1:14

1:10

1:20

K U R I M A V E N U EC

A L

L A

W A

S T

R E

E T

C U

R R

O N

G

C R

E S

C E

N T

6-8 CALLAWA STREET, ORANGE, NSW

NERMEIN LOKA

THIS DRAWING IS THE

PROPERTY OF LOKA

CONSULTING ENGINEERS

AND MUST NOT BE

RETAINED, COPIED OR USED

WITHOUT THE WRITTEN

CONSENT OF THE COMPANY

C

Copyright

Loka

Consulting

Engineers

as date of

issue

MIXED-USE DEVELOPMENT

6-8 CALLAWA STREET, ORANGE,

NSW

CONSENT AUTHORITY:

ORANGE CITY COUNCIL

21NL031

COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY

OR IN PART WITHOUT WRITTEN PERMISSION OF LOKA CONSULTING ENGINEERS

A N.L.FOR COORDINATION

A.E. 02-09-21

1 :200 U.N.O

T03 A

FEB 21A.E.

SWEPT PATH ENTRY IN GROUND FLOOR

SCALE 1:200

A.E.

N.L.

898.0

897.0

897.0 898.0

899.0

899.0

900.0

FOOTPATH

BUS SHELTER

KO

WS

TEL

SMH

PIT

TEL

TEL

SV

SV

SIGN

SIGN

SV

BM SSM 16199RL 898.791

1:81:81:20 GRADE

1:20 GRADE1:4 GRADE


1:14

1:14

1:14 1:141:10

1:14

1:14 1:14

1:4 GRADE

1:16 GRADE

1:20

1:14

1:14 1:14

1:20 GRADE

1:20

1:14

1:14

1:10

1:20


A L

L A

W A

S T

R E

E T

C U

R R

O N

G

C R

E S

C E

N T


NERMEIN LOKA

THIS DRAWING IS THE

PROPERTY OF LOKA


AND MUST NOT BE


WITHOUT THE WRITTEN


C

Copyright

Loka

Consulting

Engineers

as date of

issue



NSW

CONSENT AUTHORITY:

ORANGE CITY COUNCIL

21NL031




A.E. 02-09-21

1 :200 U.N.O

T04 A

FEB 21A.E.

SWEPT PATH EXIT IN GROUND FLOOR

SCALE 1:200

A.E.

N.L.

898.0

897.0

897.0 898.0

899.0

899.0

900.0

FOOTPATH

BUS SHELTER

KO

WS

TEL

SMH

PIT

TEL

TEL

SV

SV

SIGN

SIGN

SV

BM SSM 16199RL 898.791

1:81:81:20 GRADE

1:20 GRADE1:4 GRADE


1:14

1:14

1:14 1:141:10

1:14

1:14 1:14

1:4 GRADE

1:16 GRADE

1:20

1:14

1:14 1:14

1:20 GRADE

1:20

1:14

1:14

1:10

1:20


A L

L A

W A

S T

R E

E T

C U

R R

O N

G

C R

E S

C E

N T


NERMEIN LOKA

THIS DRAWING IS THE

PROPERTY OF LOKA


AND MUST NOT BE


WITHOUT THE WRITTEN


C

Copyright

Loka

Consulting

Engineers

as date of

issue



NSW

CONSENT AUTHORITY:

ORANGE CITY COUNCIL

21NL031




A.E. 02-09-21

1 :200 U.N.O

T05 A

FEB 21A.E.

SWEPT PATH HRV TRUCK ENTRY

SCALE 1:200

A.E.

N.L.

898.0

897.0

897.0 898.0

899.0

899.0

900.0

FOOTPATH

BUS SHELTER

KO

WS

TEL

SMH

PIT

TEL

TEL

SV

SV

SIGN

SIGN

SV

BM SSM 16199RL 898.791

1:81:81:20 GRADE

1:20 GRADE1:4 GRADE


1:14

1:14

1:14 1:141:10

1:14

1:14 1:14

1:4 GRADE

1:16 GRADE

1:20

1:14

1:14 1:14

1:20 GRADE

1:20

1:14

1:14

1:10

1:20


C A

L L

A W

A

S

T R

E E

T

C U

R R

O N

G

C R

E S

C E

N T


NERMEIN LOKA

THIS DRAWING IS THE

PROPERTY OF LOKA


AND MUST NOT BE


WITHOUT THE WRITTEN


C

Copyright

Loka

Consulting

Engineers

as date of

issue



NSW

CONSENT AUTHORITY:

ORANGE CITY COUNCIL

21NL031




A.E. 02-09-21

1 :200 U.N.O

T06 A

FEB 21A.E.

SWEPT PATH HRV TRUCK EXIT

SCALE 1:200

A.E.

N.L.

traffic management report for 6-8 callawa street, orange, nsw

Documents