Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head...

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Prepared by: GTA Consultants (NSW) Pty Ltd for Plummer and Smith on 10/12/19 Reference: N174220 Issue #: A Crescent Head Traffic Management and Parking Plan Crescent Head Public Domain Design Project Final Report

Transcript of Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head...

Page 1: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

Prepared by: GTA Consultants (NSW) Pty Ltd for Plummer and Smith

on 10/12/19

Reference: N174220

Issue #: A

Crescent Head Traffic Management and Parking Plan Crescent Head Public Domain Design Project

Final Report

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N174220 // 10/12/19

Final Report // Issue: A

Crescent Head Traffic Management and Parking Plan,

Crescent Head Public Domain Design Project i

Crescent Head Traffic Management and Parking Plan Crescent Head Public Domain Design Project

Final Report

Client: Plummer and Smith

on 10/12/19

Reference: N174220

Issue #: A

Quality Record

Issue Date Description Prepared By Checked By Approved By Signed

A-Dr 18/09/2019 Draft Liam Clark Anthony Leung Volker Buhl

A 10/12/2019 Final Anthony Leung; Liam Clark

Volker Buhl Volker Buhl

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N174220 // 10/12/19 Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project

CONTENTS Introduction 1

1.1. Background 1

1.2. Purpose of this Report 2

Review of Relevant Documents 3

2.1. Council Documents and Plans 3

2.2. State Documents and Plans 6

Existing conditions 8

3.1. Overview of the Transport Network 8

3.2. Traffic Volumes and Speeds 10

3.3. Pedestrian Volumes 14

3.4. Crashes 15

3.5. Parking Occupancy 16

3.6. Site Visit 18

3.7. Conclusions 20

Future Transport Appraisal 21

4.1. Introduction 21

4.2. Movement and Place 21

4.3. Traffic and Transport 23

4.4. Parking 25

4.5. Walking and Cycling 27

4.6. Summary of Mitigation Measures 28

Appendices

A. Beachside Car Park Reconfiguration Plan

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Figures

Figure 1.1: Crescent Head Location 1

Figure 1.2: Crescent Head Study Area 2

Figure 2.1: Map of proposed routes for Crescent Head (2016 PAMP) 4

Figure 2.2: Crescent Head’s existing footpaths 5

Figure 2.3: Crescent Head proposed cycleway improvements 6

Figure 2.4: Movement and Place Framework 7

Figure 3.1: Bus stop at Crescent Head 9

Figure 3.2: Crescent Head town centre transport features 10

Figure 3.3: Tube Count Locations (May 2016 and December 2018) 11

Figure 3.4: Additional tube count locations 12

Figure 3.5: Pedestrian volume counts (500+ ADT) 14

Figure 3.6: Location of footbridge pedestrian counts 15

Figure 3.7: Crash locations (2013 to present) 16

Figure 3.8: Crescent Head town centre car parks 17

Figure 3.9: Identified issues in Crescent Head 18

Figure 4.1: Movement and Place in Crescent Head 22

Figure 4.2: Potential traffic and transport solutions 24

Figure 4.3: Proposed beachside car park reconfiguration (conceptual) 26

Figure 4.4: Proposed formalised parking on Rankine Street 26

Figure 4.5: Potential Walking and Cycling Solutions 27

Figure 4.6: Summary of Mitigation Measures 28

Tables

Table 2.1: List of proposed works 6

Table 3.1: Automatic traffic count survey results (May 2016 and December 2018) 11

Table 3.2: Peak period traffic volume change 12

Table 3.3: Additional automatic traffic count survey results 13

Table 3.4: Footbridge pedestrian volumes 15

Table 3.5: Number of parking spaces occupied 17

Table 3.6: Identified issues from the site visit 19

Table 4.1: Potential Traffic and Transport Solutions 23

Table 4.2: Potential Parking Solutions 25

Table 4.3: Potential Walking and Cycling solutions 27

Table 4.4: Implementation Plan 28

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INTRODUCTION

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INTRODUCTION

1.1. Background

Crescent Head is located on the Macleay Val ley Coast in the Mid North Coast region of New South Wales,

approximately 20km southeast of Kempsey and 440km northeast of Sydney and is located within the Kempsey Shire

local government area (LGA).

Crescent Head has a permanent resident population of approximately 900 people, however, the coastal village is also a

popular holiday destination and experiences a large seasonal population, especially during the summer.

The Crescent Head Holiday Park is the village’s main area of activity in peak season, containing over two-hundred

separate accommodation sites for tourists.

Adjacent land uses include the Crescent Head Country Club, Killick Beach, the Kempsey -Crescent Head Surf Club as

well as the nearby town centre.

The location of the beachside village within the broader geography of the Eastern seaboard is shown in Figure 1.1 below.

Figure 1.1: Crescent Head Location

Source: Sydway

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INTRODUCTION

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1.2. Purpose of this Report

GTA Consultants (GTA) has been engaged by landscape architects Plummer and Smith to provide traffic and car

parking management advice to inform the development of the Crescent Head Town Centre Urban Landscape Plan and

Crescent Head Foreshore Recreation and Landscape Plan. As outlined in the Crescent Head Master Plan, the Traffic

Management and Parking Plan (TMPP) has been identified as a critical input in the design outcome of the foreshore and

village centre exercises, and together the combined project is titled the Crescent Head Public Domain Design Project.

The key objective of the Master Plan is to develop and implement a community inspired works program to upgrade the

public domain facilities within Crescent Head. The scale of the anticipated change to the public realm presents an

opportunity to examine and address the village’s long-term traffic and transport issues, particularly regarding traffic

circulation, vehicle parking, pedestrian and vehicle access, and conflicts between different user groups.

GTA’s scope of work includes:

• a review of relevant background material, including Council-level strategic transport plans and documents

• an assessment of the existing traffic and transport conditions in Crescent Head based on existing transport data

• an appraisal of Crescent Head’s future transport needs

• preparation of a report documenting our findings and recommendations .

For the purpose of our scope of work, our study area is generally limited to the area shown in Figure 1.2 below.

Figure 1.2: Crescent Head Study Area

Basemap Source: Google Maps

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REVIEW OF RELEVANT DOCUMENTS

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REVIEW OF RELEVANT

DOCUMENTS

2.1. Council Documents and Plans

The Crescent Head Master Plan (CHMP) – published in November 2017 – is the initial Council document recognising

the need for a Traffic Management and Parking Plan. Through a process of collaborative community consultation, local

residents were able to share their vision for Crescent Head. Traffic and transport issues featured as a consistent thread

throughout the consultation, resulting in its formalisation as a “community priority” to “improve parking and traffic flow”.

Traffic circulation, pedestrian and vehicle conflicts, and peak period parking were identified as key issues, leading to a

determination in Objective 4 to develop a traffic management plan and vehicle parking strategy.

To effectively understand the traffic and transport issues impacting Crescent Head, it is valuabl e to review the other

transport-related Council plans beyond the Master Plan. These include the:

• Kempsey Shire Council Pedestrian Access and Mobility Plan (PAMP) (2016)

• Kempsey Shire Bike Plan (2018).

2.1.1. Kempsey Shire Council PAMP

Kempsey Shire Council’s Pedestrian Access and Mobility Plan (PAMP) was released in 2016. As both a review of the

Council’s previous 2003 PAMP and a priority program of new routes and facilities, the recent PAMP gives Council the

framework from which to invest in safe, convenient and connected pedestrian routes. Crescent Head was selected in

the study area, which led to the development of a schedule of proposed PAMP treatments and a map of proposed

routes for the village.

Three treatments in Crescent Head were identified:

• Crescent Head Road (Belmore Street to Neville Morton Drive): 2 .0m wide shared path to provide an interesting

recreational route.

• Belmore Street (Pacific Street to Lake Street): 1.2m wide footpath to extend the existing footpath on Belmore

Street.

• Main Street/ Rankine Street: 1.2m wide footpath to link gaps in the existing footpath network.

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Figure 2.1: Map of proposed routes for Crescent Head (2016 PAMP)

Source: Kempsey Shire PAMP (2016)

While the Crescent Head Road and Belmore Street proposed treatments are located in Crescent Head, they are

situated in a more peripheral area to the west of the main study area. These treatments will assist with facilitating

walking and cycling access to the main town centre from Crescent Head’s outer parts but are unlikely to make

discernible differences to movements within the study area. Footpath facilities already exist in the area designated as a

proposed footpath link in the town centre (in red), however the PAMP acknow ledged that parts of the footpath had also

sunk in that immediate area. Improvements to these footpaths will improve walking safety and amenity but will likely

have a negligible impact on pedestrian movements as these footpaths are pre-existing.

2.1.2. Kempsey Shire Bike Plan

The Kempsey Shire Bike Plan (2018) is Council’s strategic document for developing cycling infrastructure across the

LGA. Its purpose was to comprehend the future needs of cyclists and provide a list of prioritised infrastructure

improvements, with the aim of fostering safer and more attractive transport choices for residents and visitors.

As part of the existing conditions audit for the Council’s main population centres, the Bike Plan mapped the footpath

network of Crescent Head. It is depicted in Figure 2.2 below.

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Figure 2.2: Crescent Head’s existing footpaths

Source: Kempsey Shire Bike Plan (2018)

The community consultation component of the Bike Plan highlighted that most of the residents’ cycling concerns related

to inter-town connections and establishing more accessible recreational routes between the region’s centres.

Concerning Crescent Head, community support exists for better connections to Kempsey, Hat Head, Gladstone and

South West Rocks. As a result, the proposed cycleway improvements for Crescent Head largely reflect the community’s

desire to better connect to nearby towns, as opposed to new infrastructure creating connections within Crescent Head.

The predominant proposal in the Bike Plan is a 2.5m wide shared path along Pacific Street and Crescent Head Road

heading towards Kempsey. This proposed shared path builds upon the 2.0m wide shared path proposal in the 2016

PAMP, however, the key differences are the path’s additional width and its extension to the holiday park entrance at

Reserve Road. Figure 2.3 illustrates the proposed improvements.

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Figure 2.3: Crescent Head proposed cycleway improvements

Source: Kempsey Shire Bike Plan (2018)

Based on the Bike Plan’s proposed cycleway improvements in Figure 2.3, cyclists and pedestrians would be able to

cycle and walk on safe and separated infrastructure from the heart of the Crescent Town Centre at Reserve Road

towards the outer parts of Crescent Head and beyond. Table 2.1 provides more detail on the proposed improvements as

identified by the reference numbers used in Figure 2.3.

Table 2.1: List of proposed works

Ref Road/ Description Category of Work Comment

BR7 Reserve Road foreshore Off-road cycleway Concrete shared path (2.5m)

C1a Pacific Street – Baker Drive to School Off-road cycleway Widen existing pathway – concrete (2.5m)

C1b Pacific Street – School to sports field Off-road cycleway Concrete shared path (2.5m)

C1c Pacific Street – Sports field to Dulcongi Heights

Off-road cycleway Concrete shared path (2.5m)

C2 Lee Street to Reserve Road roundabout Off-road cycleway Widen existing pathway – concrete (2.5m)

C3b Foreshore near caravan park Off-road cycleway Widen existing pathway – concrete (2.5m)

C4 Rankine Street Off-road cycleway Concrete shared path (2.5m)

Source: Kempsey Shire Bike Plan (2018)

2.2. State Documents and Plans

Future Transport 2056 is the overarching state-level transport strategy for the whole of NSW. As part of Future

Transport 2056, it contains a Regional Services and Infrastructure Plan (RSIP) that has a greater focus of strategies

and outcomes for regional NSW, including locations such as Crescent Head.

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While Crescent Head does not feature in any committed or planned funding initiati ves under the RSIP, it nonetheless

contains some strategic approaches with relevance to the present traffic and transport study. In particular, the plan

makes reference to the NSW Government’s ‘Movement and Place’ framework, which seeks to classify roads and streets

into whether they are more appropriate as movement corridors to convey large quantities of vehicles at speed, as

places where human activity, recreation and trade are encouraged, or somewhere in between along this spectrum. This

framework is illustrated below.

Figure 2.4: Movement and Place Framework

Source: Future Transport 2056 Regional NSW Services and Infrastructure Pla n

In Crescent Head’s context, it is considered that the town centre and beachside area comprise principally local streets

and places for people where slow vehicle movements, access by walking and cycling, and people-oriented activities

such as meetings on the street and walking to the beach are anticipated. Conversely, the main road on the outer parts

of Crescent Head leading into and out of the town centre such as Crescent Head Road may be considered as

‘movement corridors’. Accordingly, GTA’s considerations for traffic and parking related issues and solutions in the town

centre will be driven by these overarching classifications.

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EXISTING CONDITIONS

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EXISTING CONDITIONS

3.1. Overview of the Transport Network

3.1.1. Road Network

Road access into the Crescent Head town centre is through the three main roads of Crescent Head Road/ Pacific Street

from the west, Loftus Road/ Belmore Street from the north and Point Plomer Road/ Baker Drive from the south. The

Crescent Head Road link serves as the principal access road into Crescent Head as it connects with the larger towns of

Kempsey and East Kempsey and provides access to other roads that connect to the Pacific Highway. Crescent Head

Road is a classified ‘Regional Road’ and a ‘tourist drive’ (TD 14) as is Belmore Street and Loftus Road to the north.

Crescent Head being located at the edge of the coastline and not having adjoining larger towns means that it has little

through traffic; traffic towards Crescent Head therefore comprises people who want to travel there as a destination.

In terms of the town centre’s street network, it is generally organised into two distinct areas situated to the north and

south of the main street (Pacific Street and Rankine Street). A partially -gridded residential street network exists to the

south of the main street, which rises steeply towards the south up a hill. The area to the north of the main street is

largely occupied by the Crescent Head Holiday Park and Crescent Head Beach, with Reserve Road being the sole

vehicular and pedestrian access into these destinations.

The main street of Pacific Street and Rankine Street, Reserve Road towards the beach and East Street which is a main

street that heads south towards the residential area are all connected in the Crescent Head town centre’s core by a

four-leg roundabout, which serves as the principal intersection in the town centre. A zebra crossing exists on the Pacific

Street leg of the roundabout and a pedestrian refuge island is available on the Reserve Road leg , the other legs do not

have formal pedestrian crossing facilities. Willow Street, off Pacific Street, provides an existing pedestrian connection to

the Crescent Head foreshore area and Crescent Head Holiday Park.

3.1.2. Parking

Unmarked kerbside parking occurs along the main streets of the town centre, including Pacific Street, Rankine Street

and East Street. The absence of parking survey data on on-street parking means the exact quantity of kerbside parking

and their associated time restrictions (if any) are unknown. An off-street car park at Rankine Street comprises 46

unrestricted parking spaces and another car park off Pacific Street beside the roundabout has a capacity of 14

unrestricted parking spaces. At the beach, a total of 110 off-street parking spaces is spread through two distinct parking

areas; one at the north beside the water and the other closer towards the Holiday Park. These parking spaces have 4P

time restrictions and prohibit overnight parking.

3.1.3. Walking and Cycling

Concerning cycling, there is a distinct lack of shared or separated cycling facilities in the town centre, except for a

shared path beside Main Street that connects the town centre with Crescent Head Public School towards the west .

Accordingly, cyclists are expected to ride on the road with other vehicles. No bicycle parking facilities are present in the

town centre. Footpaths are available on most town centre streets as shown in Figure 2.2.

3.1.4. Public Transport

Crescent Head is served by Busways Port Macquarie Route 345: Kempsey to Crescent Head loop service. Starting in

Kempsey, the route arrives into Crescent Head from Crescent Head Road, stopping at the bus stop located by the

intersection of Pacific Street and Hill Street before turning around and heading back to Kempsey. The bus loop runs

three times a day on weekdays and only twice a day on Saturday. There is no service on Sunday. As such, it is

concluded that public transport services to Crescent Head are very limited, which is reflective of the low population base

throughout most of the year.

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Figure 3.1 shows a photograph of the bus shelter at the bus stop in Crescent Head town centre. No footpaths are

leading to this bus stop along Pacific Street, which would render access by pedestrians difficult, especially vulnerable

pedestrians such as children, the elderly and the mobility impaired.

Figure 3.1: Bus stop at Crescent Head

Source: Plummer and Smith

3.1.5. Summary Map

The locations of the car parks, bus stop and the main roads into and out of Crescent Head town centre are summarised

in Figure 3.2 below.

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Figure 3.2: Crescent Head town centre transport features

3.2. Traffic Volumes and Speeds

Automatic traffic count surveys (tube counts) have been conducted on multiple occasions and at several locations

throughout Crescent Head to measure traffic speeds, vehicle volumes and vehicle classifications on roads in the village.

Surveys have been carried out five times in recent years – specifically at the following times:

• March 2016

• May 2016

• March 2018

• November 2018

• December 2018

Most of the data derives from the May 2016 and the December 2018 counts. As both counts contain several common

locations and were taken in different periods (off -peak vs peak tourist season respectively), there is valuable insight to

be gained from their comparison. The locations of these tube counts with common locations in the peak and off-peak

seasons are shown in Figure 3.3 below.

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Figure 3.3: Tube Count Locations (May 2016 and December 2018)

The traffic speeds and volumes recorded from the May 2016 and December 2018 counts are summarised in Table 3.1 below and the comparisons between peak and off-peak traffic conditions are made in Table 3.2.

Table 3.1: Automatic traffic count survey results (May 2016 and December 2018)

Peak Off-peak

Site Road Posted Speed Limit

Direction ADT (7-day)1

ADT (7-day)

(two-way)

Speed (85th

percentile)

ADT (7-day)

ADT (7-day)

(two-way)

Speed (85th

percentile)

1 Pacific St near Hill St 50 km/h Westbound 1653

4136 42 km/h 966

2446 44 km/h Eastbound 2483 1449

2 East St 50 km/h Northbound 351

755 32 km/h 233

481 8 km/h2 Southbound 440 248

3 Rankine St 50 km/h Westbound 911

1777 28 km/h 605

1169 30 km/h Eastbound 867 564

4 Reserve Rd 15 km/h Northbound 1324

2313 36 km/h 782

1567 38 km/h Southbound 990 786

Source: Kempsey Shire Council

1 ADT: Average Daily Traffic 2 This recorded speed appears to be an outlier and may be due to a recording error or the tube counter placed in a location whi ch recorded cars

decelerating to pull over to park.

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Table 3.2: Peak period traffic volume change

Site Number Site Change in peak period traffic volume

1 Pacific St near Hill St +69.1%

2 East St +57.0%

3 Rankine St +52.0%

4 Reserve Rd +47.6%

Average +56.4%

Across the five count occasions, one-time counts were conducted at several parts of the Crescent Head road network

and provides an understanding of the traffic volumes in other parts of Crescent Head. These locations are indicated in

Figure 3.4.

Figure 3.4: Additional tube count locations

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Table 3.3: Additional automatic traffic count survey results

Site Road Placement

Date Direction

ADT (7-day)

ADT (7-day) (two-way)

Speed (85th percentile)

Posted Speed Limit

5 Pacific St near

Belmore St 14/12/2018

Westbound 1768 3711 60 km/h 50 km/h

Eastbound 1943

6 Willow St 17/12/2018 Northbound 206

402 28 km/h 50 km/h Southbound 196

7 Main St 18/12/2018 Westbound 452

479 24 km/h 50 km/h Eastbound 27

8 Scott St 20/12/2018 Northbound 290

495 31 km/h 50 km/h Southbound 205

9 Baker Dr 20/12/2018 Northbound 957

1967 57 km/h 50 km/h Southbound 1010

10 Reserve Rd at Surf Lifesaving

Club 05/05/2016

Northbound 553 1120 27 km/h

8 km/h shared zone Southbound 567

Source: Kempsey Shire Council

3.2.1. Traffic speeds

As shown in Table 3.1 and Table 3.3, the 85th percentile traffic speeds (i.e. the speeds at which 85 per cent of the cars

recorded were travelling at) range between 24 km/h and 44 km/h throughout Crescent Head’s local roads and 57 km/h

to 60 km/h on Pacific Street and Baker Drive leading into the town centre, which is largely compliant with the posted

speed limits. However, some of the 85th percentile speeds recorded were higher than the posted speed limits. For

instance, the speed limit at Site 4 (Reserve Road) is posted at 15 km/h, whereas the 85 th percentile speed was 36 km/h

in peak and 38 km/h in the off-peak period, more than double. This is particularly problematic on Reserve Road as it is

the main pedestrian route to the beach where high pedestrian activity and regular vehicle movements create a

significant conflict potential. Similarly, at Site 10 (Reserve Road beside the Surf Lifesaving Club), the 85th percentile

speed recorded was more than three times the posted speed limit.

3.2.2. Traffic volumes

Table 3.1 shows that traffic volumes in Crescent Head range from an average of less than 300 vehicles per direction

and day on local roads in the off-peak (e.g. East Street), to nearly 2,500 vehicles heading east on Pacific Street near

Hill Street. Comparing the peak and off-peak ADT data, the Crescent Head town centre and holiday park area

experiences an average two-way traffic volume increase of 56 per cent in the peak period. The increase for each

specific site is shown above in Table 3.2.

This peak period increase is unsurprising due to Crescent Head’s popularity for holidaymakers in summer leading to the

significant increase in traffic volumes. Accordingly, considerations to manage traffic volumes need to be well -balanced

and not necessarily be focused on the peak as at all other times of the year, traffic volumes are relatively low.

3.2.3. Vehicle classification

The tube counts also record the type of vehicle that cross each survey point. For all survey sites, the predominant

vehicle classification at over 99 per cent recorded was light vehicles (e.g. a regular sedan, station wagon, SUV car or

one with a trailer or campervan). This is not surprising given Crescent Head’s qualities as a holiday park and coastal

village with a minimal need for heavy vehicles to access it. The East St reet site, however, recorded heavy vehicles at

8.9 per cent of all recorded vehicles (43 of 481 total vehicles). The heavy vehicles are likely to be large delivery trucks

servicing the shops fronting East Street.

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3.3. Pedestrian Volumes

The pedestrian volume data – having been collected across multiple months over a four-year period between 2014 and

2018 – does not provide great utility in trying to understand how pedestrian volumes change across peak and off -peak

seasons. Referring to the broader context of the pedestrian count sites and associated volumes in Figure 3.5 below,

the Crescent Head Beachside area and the Surf Lifesaving Club are evidently popular destinations within the area. On

the other hand, the footbridge to Killick Beach and the entrance to the Holiday Park at the southern end of Reserve

Road are not destinations, but rather the routes pedestrians are required to take to access the aforementioned

destinations.

Figure 3.5: Pedestrian volume counts (500+ ADT)

Source: Kempsey Shire Council

However, one site has had three counts within metres of the others and can be used for comparison. Figure 3.6 depicts

the location of these counts adjacent to the main footbridge to the beach.

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Figure 3.6: Location of footbridge pedestrian counts

Source: Kempsey Shire Council

Table 3.4: Footbridge pedestrian volumes

Site Date of Count Season Count

1 30/10/2018 Off-peak 959

2 05/02/2016 Off-peak 809

Off-peak average 884

3 23/12/2014 Peak 2,325

Source: Kempsey Shire Council

As indicated in Table 3.4, pedestrian volume in the peak season increases by 163 per cent compared to of the off-peak

average. Noting this count location’s proximity to both Killick Beach and the Crescent Head Holiday Park, this significant

increase is unsurprising and shows Crescent Head’s popularity for holidaymakers during the summer .

3.4. Crashes

An important indicator of a transport network’s inherent safety qualities is the number of recorded crashes. While there

has been one recorded incident on Pacific Street within Crescent Head, issues related to safety are mainly focused on

the higher order Crescent Head Road (State Road). Since 2013, seven crashes have been reported between the

Crescent Head town centre and the Crescent Head Road/ Maria River Road intersection, which involved six people

being injured, including one serious injury.

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In this context, an average of around one crash per year s ince 2013 is considered to be a moderate to low crash rate in

relation to the recorded traffic volumes. Nonetheless, traffic speed issues that were identified above is one area that

should be targeted to further reduce the risk of crashes in Crescent Head.

Figure 3.7: Crash locations (2013 to present)

Source: Transport for NSW Centre for Road Safety

3.5. Parking Occupancy

Kempsey Shire Council supplied GTA Consultants with a patchwork of parking occupancy and supply data recorded

throughout 2016 and 2017. The supply data comprised information on the parking capacity at the three off-street car

parks in the town centre and the beach as indicated earlier in sub-section 3.1.2, as follows:

• Beach car park: 110 spaces

• Rankine Street car park: 46 spaces

• Country Club car park (car park beside Pacific Street and town centre roundabout): 14 spaces

The overall off-street capacity in Crescent Head town centre is 170 spaces; the extent and location of these parking

spaces are shown below.

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Figure 3.8: Crescent Head town centre car parks

Source: Kempsey Shire Council

The parking occupancy data supplied comprised a spreadsheet of parking occupancy observations recorded

intermittently between April 2016 and January 2017, typically at one-hour time points only. Unfortunately, this data did

not record the locations at which the parking occupancy observations were taken. Therefore, it is unknown whether this

data relates to the off-street car parks shown in Figure 3.8 only or whether it also encompasses on-street parking.

Consequently, it is neither possible to attribute the parking occupancy data to any particular car park or sections of on -

street parking nor relate the occupancy data to the overall supply as on some survey days, the maximum occupancy

recorded exceeds the capacity of the off-street car parks (which either indicates additional parking spaces were

recorded on-street for which supply data is unavailable or a counting error).

Given this data deficiency, GTA Consultants is only able to report on the number of parking spaces occupied as

recorded at the following dates in Table 3.5.

Table 3.5: Number of parking spaces occupied

Date and Time Parking spaces occupied

Wednesday 4 May 2016, 12pm 131

Saturday 7 May 2016, 1pm 153

Sunday 21 August 2016, 12pm 185

Thursday 26 January 2017, 1pm 192

Sunday 29 January 2017, 2pm 143

Source: Kempsey Shire Council

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As shown in Table 3.5, while Thursday 26 January 2017 in the peak summer month had the highest number of parking

spaces occupied, it is difficult to derive any discernible trends from this data due to the absence of reliable supply

information from which to calculate an overall percentage occupancy.

3.6. Site Visit

To supplement the review of existing traffic and parking data, GTA Consultants conducted a site visit to Crescent Head

on Friday 9 August with Dan Plummer from Plummer and Smith and Council representatives to observe local conditions

and to identify any potential issues or deficiencies in the transport network . This site visit was valuable as it was able to

corroborate some of the issues identified in the data above, e.g. speeding along Reserve Road. As the site visit was

conducted in the off-peak season, GTA were unable to observe any peak-related traffic issues. As such, some of the

issues identified were informed anecdotally by Council representatives. The high-level issues identified are reflected in

the following map shown in Figure 3.9 and explained in Table 3.6.

Figure 3.9: Identified issues in Crescent Head

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As shown in Figure 3.9 above, the following seven key transport issues were identified from the site visit:

Table 3.6: Identified issues from the site visit

No. Location Description of Issue

1

Roundabout/ entry to holiday park

and car park

Tight roundabout and the boom gate entry/ exit to holiday park leads

to a long vehicle queue length, which consequently leads to conflicts

with pedestrians and cars trying to enter the beachside car park.

2

Car park near Bridge Car park's central location leads to conflict with pedestrian desire lines

heading to/from the bridge and people using the playground,

amenities and the beach.

3

Beach car park Although this is not a transport issue per se, Plummer and Smith and

Council representatives have informed GTA Consultants that this car

park when full obscures prime views towards the water and takes up

valuable prime public realm right by the water.

4

Town centre roundabout Lack of pedestrian crossing facilities, lack of information about car

park capacity and availability at the beach or in the town centre -

leads to cruising for parking

5

Reserve Road Reported speeding issues, usually in the off-peak season when there

are fewer vehicles. Queuing issues in the peak season. The speeding

issues are corroborated by the traffic survey results in sub-section

3.2.1 above.

6 Rankine Street car park Potential need for parking restrictions during peak seasons (e.g. 3P)

to manage peak season parking demand

7

Peak parking demand issue in the

peak at beach car park

Tight roundabout, the boom gate entry/exit to holiday park, high

occupancy at beach car park and lack of information about car park

capacity and availability leads to a long vehicle queue length, which

consequently leads to conflicts with pedestrians and cars trying to

enter the beachside car park as well as cruising for parking.

8 Main Street Traffic circulation and pedestrian access issues impacting the

shopping precinct fronting the eastern end of Main Street.

9 Pacific Street Lack of safe pedestrian crossing facility at Pacific Street, between Hill

Street and Willow Street.

10 Willow Street Lack of pedestrian and cyclist connectivity along Willow Street

between Pacific Street and the foreshore park.

11 Willow Street Overflow parking in the peak season, occurring on Willow Street and

the adjoining open space areas.

12 Crescent Head Holiday Park Overflow of parking in the peak season.

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3.7. Conclusions

Based on the review of the automatic traffic count data and parking survey results as well as the site visit, it can be

concluded that:

• Traffic volumes are low outside of the peak summer months for the majority of the year but rises significant ly by

an average of 50 to 60 per cent during peak summer months.

• Traffic speeds are generally lower than the posted speed limit . However, there is a need to reduce speeds on

Reserve Road towards the Crescent Head Holiday Park and beach as these were surveyed at more than double

the posted speed limit. With large pedestrian volumes in the peak season, it is desirable to mitigate the risk of

conflict between these two user groups by lowering vehicular speeds.

• Similar to traffic volumes, pedestrian volumes reach its peak in the summer months, especially at popular hotspots

such as the footbridge to Killick Beach, the Surf Lifesaving Club and at the southern end of Reserve Road (acts as

a gateway to the beach). Pedestrian counts at the footbridge were almost three times higher in the peak season

than in the off-peak season.

• An average of around one crash per year was recorded in Crescent Head since 2013. This rate is relatively low

given Crescent Head’s traffic volumes and population but opportunities still remain to improve transport safety in

Crescent Head, such as speeding issues.

• Poor data quality meant a comprehensive picture of parking occupancy was not able to be derived, however

based on the data on the number of parking spaces occupied and from Council representatives’ anecdotal

evidence, there is a high level of parking demand in the town centre in the peak summer months, especially at the

beachside car park.

• Cycling facilities are generally absent in the town centre except for a shared path between the town centre and the

public school, although a shared path is planned on Pacific Street/Rankine Street that would be routed towards

the outer parts of Crescent Head. In terms of walking, footpaths are generally provided on the town centre streets.

• Public transport services to and from Crescent Head town centre are limited with a service frequency of three

services per day on weekdays and no services on Sunday.

• GTA’s site observations and discussions with Council representatives revealed further issues including:

o Conflicts between vehicles accessing the beachside car park, vehicles accessing the holiday park and

pedestrians at the beach due to the layout of the car park, roundabout to the holiday park and vehicle

queueing.

o The car park beside the footbridge at the beach blocking pedestrian desire lines to the beach and other

amenities.

o Speeding issues on Reserve Road.

o Crescent Head town centre’s bus stop does not have footpath access .

o The northern beachside car park obscuring views toward the water and occupying prime waterfront land .

o Lack of information on parking availability and capacity at the entrance to Reserve Road, which leads to

unnecessary cruising for parking and vehicle queuing.

o Lack of parking demand management in the peak months.

Based on the review of existing traffic and transport conditions and associated issues provided in this section, the next

section explores potential opportunities to address these issues and identifies a range of possible appropriate solutions.

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4.1. Introduction

The purpose of this section is to explore and outline future potential changes in the transport network that can be

implemented to target and address the transport issues identified in the preceding section. The potential changes to be

explored are set within the appropriate classifications of Crescent Head’s streets under the NSW Government’s

‘Movement and Place’ framework. Identifying and classifying streets in the study area under this framework wil l assist in

developing contextually appropriate solutions to address the prevailing transport issues.

Following this application of the Movement and Place framework, the opportunities for improvement are discussed

further under the headings of traffic and transport, parking, walking and cycling before the opportunities are summarised

into recommended mitigation measures.

4.2. Movement and Place

As shown in Figure 2.4 above, the Movement and Place framework defines the range of roads and streets

classifications that are appropriate for road and street networks throughout NSW. In Crescent Head’s context, it is

considered that the town centre and beachside area comprise principally local streets and places for people where slow

vehicle movements, access by walking and cycling, and people-oriented activities such as meetings on the street and

walking to the beach. Conversely, the main Crescent Head Road on the outer parts of Crescent Head leading into and

out of the town would be considered as a ‘movement corridor’. Along Pacific Street, where movement functions mix with

local residential land uses, it is GTA’s view that a ‘vibrant street’ classification is appropriate. GTA’s classification of

these streets under the framework is illustrated in Figure 4.1 below and subsequently explained in the sub-sections that

follow.

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Figure 4.1: Movement and Place in Crescent Head

The implications for the different classifications illustrated in Figure 4.1 above are explained below.

4.2.1. Places for People

These streets are for people-oriented activities and vehicle movements are of low priority. Accordingly, solutions should

be oriented toward minimising or slowing down vehicle movements and allocating more street and public space for

people to enjoy, communities to be proud of and to attract visitors.

The streets listed under this classification as shown above include Reserve Road, the existing beach side car park area,

and the parts of Rankine Street, East Street and Main Street with commercial shop frontage.

4.2.2. Local Streets

These streets typify quiet suburban residential streets which facilitate local access to dwellings and community facilities

where traffic volumes and speeds should be minimised to a level that is commensurate with the surrounding residential

environment. In this regard, the local streets in Crescent Head would generally comprise the residential streets situated

to the south of Pacific Street and Rankine Street, as well as other streets off Pacific Street such as Belmore Street and

Willow Street.

4.2.3. Vibrant Streets

Vibrant streets are those that have clear movement functions as well as functions that support other activities such as

residential living, commercial activities and/or community functions. Solutions for such streets will need to make an

appropriate balance between these competing needs. Streets in Crescent Head that fall under this classification include

Pacific Street west of the town centre roundabout towards Crescent Head Public School.

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4.3. Traffic and Transport

Table 4.1: Potential Traffic and Transport Solutions

No. Issue Potential Solution Explanation

Speeding on Reserve Road

Traffic treatments to reduce speeds along Reserve Road that recognise its use by pedestrians, cars and campervans heading to the beach and holiday park. Potential treatments include:

• Speed humps (amenable to campervans);

• Chicanes/lane shifts, either through built blocks or planters;

The proposed traffic treatments can be supported by an investigation into transforming Reserve Road into a 10 km/h shared zone in accordance with Roads and Maritime guidelines on shared zones (TTD 2016/001).

Speeds were surveyed to be problematic on Reserve Road as they were recorded at over twice the posted speed limit of 15 km/h. Moreover, the northern part of Reserve Road beside the roundabout to the holiday park is marked as a shared zone, so it is important that speeds are in keeping with this designation and with this street’s proposed ‘Places for People’ classification. The use of gentle speed humps that are appropriate for campervans and installing chicanes/lane shifts through planters of built blocks are cost-effective ways of reducing speeds without the need for a costly reconstruction of Reserve Road to high-quality shared zone standard (i.e. through high quality paver surface treatment).

Transforming Reserve Road into a formal shared zone would provide a regulatory means to formalise the low-speed environment, although it is unlikely a high quality ‘Category 1’ kerbless shared zone as per TTD 2016/001 could be realised given the cost implications. A ‘Category 2’ shared zone with kerbs may be more realistic.

Vehicle queuing along Reserve Road during peak periods

Implement a parking availability communication system whereby a team of two to three traffic management workers are employed in the peak months to communicate parking availability/capacity at the beachside car park to incoming drivers. One worker would be stationed at Pacific Street before the town centre roundabout. This worker would be informed of the parking availability by another worker stationed at the beachside car park via electronic means (e.g. walkie talkie, phone, etc.). Where the car park is at capacity, the worker at Pacific Street could cone off the entrance to Reserve Road and direct drivers to other car parks (e.g. Rankine Street) or to on-street parking in the town centre. Such a system will need to be subject to the development of a traffic management plan for the peak period, and the workers will need to be accredited traffic controllers.

The implementation of this system would avoid drivers unnecessarily driving down Reserve Road to look for a parking space when the car park is already full, which will reduce vehicle queuing, volumes and congestion along Reserve Road and at the beachside car park area.

Convert the car park beside the town centre roundabout into a pick up/drop off area for beachgoers and holiday park users during peak periods only.

A large proportion of the vehicle queuing and congestion issues along Reserve Road is comprised of cars and campervans trying to find a parking space or waiting to check in to the holiday park but being held up by the boom gate entry and exit. Providing a temporary pick up/drop off area at this car park allows drivers to pick up/drop off visitors at a convenient location near beach and holiday park without the need to drive the whole way down Reserve Road. Outside of peak holiday periods, this area will remain as a car park.

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Figure 4.2: Potential traffic and transport solutions

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4.4. Parking

Table 4.2: Potential Parking Solutions

Issue Potential Solution Explanation

Beachside parking layout obstructing pedestrian desire lines and prime waterfront area

There is the potential to reconfigure the present marked parking on the northern side of the beach and the all of the marked parking near the footbridge/holiday park to a presently underutilised triangular piece of land centrally located in the beachside area (Refer to Figure 4.3 below and Appendix A for the indicative concept drawing).

Through this proposed reconfiguration, there would be no net loss of parking while significantly improving the movement outcomes for pedestrians moving to and from Killick Beach and provides substantially more space in the present car park area for other landscape improvements that would contribute to this area’s proposed classification as a ‘Place for People’ under the Movement and Place framework.

As such, this solution not only improves the parking layout at the beach but also improves the pedestrian amenity and safety outcomes in this area.

High parking demand

Proposed peak period pricing/permitting/time restriction regime that runs from December to February each year.

At the beachside car park, hourly/daily pricing is proposed for visitors, while local Crescent Head residents would qualify for a permit that exempts one vehicle from the prevailing tariff.

A potential regime for the beachside car park priced and permitted hours could include:

• Monday to Sunday, 8am to 6pm

Outside of these times, parking would be unpriced or not require a resident’s permit.

Time restrictions are to be applied to the Rankine Street car park, with the Pacific Street car park by the roundabout being used as a pick-up/drop off area in the peak months.

High parking demand at the beachside car park and in the town centre are proposed to be managed through peak period pricing, permitting and time restrictions.

At the town centre car parks, time restrictions can be implemented to encourage turnover of spaces to support economic activity in the local shops and to manage parking occupancy to around 85 per cent, which is a level which encourages parking utilisation but not so high that drivers cannot find a parking space.

Pricing is recommended at the beachside car park as it is recognised that existing time restrictions have not been adequate to manage high visitor demand. Implementing a reasonable hourly and/or daily tariff will encourage vehicle turnover among visitors as there is a price disincentive to staying for long durations, which will give other visitors a chance to access the beachside car park. In recognition of the potential negative reaction among local residents to peak period pricing, an exemption permit is recommended to be issued to one vehicle per dwelling.

Formalise on-street parking on Rankine Street immediately south of the golf course between May Street and Gowing Street

Pave and mark out parking spaces on this strip of road reserve to increase the town centre’s parking capacity, which will be beneficial during the peak months of high demand. (Refer to Figure 4.4 below).

This strip of land is informally being used as overspill parking from the town centre and beach during peak months. Formalising this parking will boost parking supply within walking distance to the shops and beach.

Willow Street parking Willow Street also offers the opportunity to formalise additional parking spaces either on-street or off-street.

The provision of additional parking spaces on Willow Street would be able to cater for peak parking demand during the holiday season. Its location adjacent to a pedestrian pathway towards Crescent Head Holiday Park and the beach means this additional parking would be accessible for holidaymakers and beachgoers.

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Figure 4.3: Proposed beachside car park reconfiguration (conceptual)

Figure 4.4: Proposed formalised parking on Rankine Street

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4.5. Walking and Cycling

Table 4.3: Potential Walking and Cycling solutions

Issue Potential Solution Explanation

Shared path severance

Extension of existing shared path by the Hill Street/ Main Street intersection towards Pacific Street and Rankine Street in the town centre.

The existing shared path from the Public School to the town centre stops at this intersection, which severs meaningful connections to the main town centre areas along Pacific Street, Rankine Street, East Street and Main Street. Extending this shared path in the manner proposed provides safe connections between the school and the town centre and is aligned with the proposals in the Kempsey Shire Bike Plan and PAMP.

Lack of crossing facilities at town centre roundabout and midblock on Pacific Street

Add refuge island crossings (2.0m wide) at the Reserve Road, Rankine Street and East Street legs of the town centre roundabout, and on Pacific Street near Willow Street

There are no crossing facilities at these locations, which makes crossing by pedestrians and people on bicycles unsafe. The installation of these refuge island crossings will improve crossing safety. Zebra crossings have not been considered as traffic and pedestrian volumes are unlikely to be sufficiently high to justify them.

While refuge islands may provide an adequate level of safety in respect of traffic volumes experienced at the roundabout for much of the year, it is acknowledged that there are safer crossing treatments available for consideration such as wombat crossings. The suitability of installing wombat crossings at this intersection will need to be the subject of further detailed investigation in terms of whether existing traffic volumes would justify their installation.

Figure 4.5: Potential Walking and Cycling Solutions

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4.6. Summary of Mitigation Measures

The measures outlined above are summarised together in Figure 4.6 below.

Figure 4.6: Summary of Mitigation Measures

In summary, the mitigation measures outlined target the speeding, parking demand, traffic and walking and cycling

safety and amenity problems identified through the existing conditions review and site visit. All the measures outlined

are recommended to be incorporated into Plummer and Smith’s landscape plan for Crescent Head and subsequently

implemented by Kempsey Shire Council. The recommended mitigation measures are categorised into the tab le below

which outlines their recommended timeframes for implementation which respond to their relative priority.

Table 4.4: Implementation Plan

Principal Activity Recommended Measure Priority Timeframe for Implementation

Traffic management Reserve Road Traffic Calming High Immediately after February 2020 to minimise disruption for the impending peak season

Parking and traffic management

Peak period pick up/ drop off area for Pacific Street car park beside roundabout

High In place for December 2019

Parking Parking Availability Communication System

High In place for December 2019

Parking Beachside parking reconfiguration High Immediately after February 2020 to minimise disruption for the impending peak season

Parking Parking demand management scheme

High Immediately after February 2020 to minimise disruption for the impending peak season

Parking Formalise parking on Rankine Street

Medium 2020 onwards

Walking and cycling Shared path extension Medium 2020 onwards

Walking and cycling Adding roundabout crossing facilities

Medium 2020 onwards

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A. BEACHSIDE CAR PARK

RECONFIGURATION PLAN

A

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KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCEFCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.

40 3.30

3.49

DD DD DD

DD

3.30 3.43 3.

49

3.51

DD DD DD

DD

3.51

LM

3.68

LM

3.58

LM3.

52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM3.

60LM

3.58

LM

3.50

LM

3.58

LM

3.45

LM

3.54

LM

3.36

LM

3.58

LM3.

53LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LMLM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

51

3.48

LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM

3.39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

3.28

NS

3.13

NS

3.38

NS

3.19

NS

3.41

NS

3.47

NS

3.45

NS

3.35

NS

3.07

NS

3.39

NS

3.39

3.45

3.583.

423.

44

3.48

3.42

3.413.35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

NSNS

NSNS

NS

NSNS

NSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

CC

3.36

3.38

3.403.

41

CC

CCCCCC

3.28

3.333.

33

3.31

CC

CCCCCC

3.50

3.50 CC

CC

3.38

3.36

3.323.

39

CC

CC

CCCC

3.75

3.76 3.

76

3.75CC

CC

CCCC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CCCC

CC

CC

CC

3.203.

273.12 CC

CCCCCC

CC

3.67

3.63 FP

FP

3.40

3.443.42

3.44

CCCCCC

CC

3.04

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.88

3.90

3.89

3.73

3.75

3.763.72

FPFP

FP

FPFP

FPFP

FPFP

FP

FP

FPFP

FP

FPFP

FPFP

3.21

CC

3.12

CCCC

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CC

CC

CC

CC

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

FP

FPFP

FPFP

FPFP

FPFP

FP

FPFP

FP

FP

FPFP

FPFP

FP

FP

FP

FP

MH

3.65

MH

MH

3.72

4.19

MH

MH

3.84

3.873.

87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS3.

57TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.47

PALM

3.29

PALM

3.46

PALM

3.37

3.46

3.38

PALMPALM

PALM

3.53

TRS

3.80

TRM

3.31

PALM

3.41

TAP

3.33

WM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

E

SW

SW

SW

SW

SW

SW

T

T

T

SW

SW

SW

TP

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

GTA CONSULTANTS MARK-UP

28 NOV 2019

CRESCENT HEAD CAR PARK

N174220-01-P2

CONCEPT LAYOUT 1

SCALE : 1:500@A3

GTA nsultantsc owww.gta.com.au

SHEET 01 OF 06

AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
7.8
AutoCAD SHX Text
7.8
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 WILL REQUIRE TO OCCUPY OPPOSITE LANE. RECOMMEND DESIGNING AS ONE-WAY FLOW
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
RECOMMEND REDESIGNING TO ALLOW B99 TO PASS SIMULTANEOUSLY OR DESIGN AS ONE-WAY FLOW
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
VEHICLE CENTRE LINE
AutoCAD SHX Text
VEHICLE TYRE PATH
AutoCAD SHX Text
VEHICLE BODY PATH
AutoCAD SHX Text
300mm CLEARANCE mm CLEARANCE FROM VEHICLE BODY
AutoCAD SHX Text
ASSUMED SPEED 5km/h5km/hkm/h
AutoCAD SHX Text
SWEPT PATH KEY
AutoCAD SHX Text
LOCK TO LOCK TIME
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
TRACK
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
METERS
AutoCAD SHX Text
B99
AutoCAD SHX Text
6.0
AutoCAD SHX Text
1.84
AutoCAD SHX Text
1.94
AutoCAD SHX Text
3.05
AutoCAD SHX Text
0.95
AutoCAD SHX Text
5.20
AutoCAD SHX Text
STEERING ANGLE
AutoCAD SHX Text
33.9
AutoCAD SHX Text
:
AutoCAD SHX Text
NOTES: PARKING LAYOUT (BAY WIDTH OF 2.6 m) IS m) IS SUITABLE FOR TOWN CENTRE PARKING ONLY
Page 35: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLLBOLLBO

LLBOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

UGE

PIT

UGEPIT

FH

FH

FH

SIL

SIL

SEW

W

MTR

DH FND

STN5

STN6

T4

RL 4.

76m

RL 3.

59m

RL 4.

15m

RL 5.

50m

3.36

TEL

3.42

PB3.

33TEL

3.69

TEL

3.61

3.38

BLD

BOLL

3.38

BLD

3.61

TW

3.793.61

3.60

3.623.

643.663.

523.48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

3.82

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

3.54

3.56

3.643.

633.60

3.36

3.45

BLD

BLD

BLDBLDBLDBLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

303.

293.

33

3.37

3.37 SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BO

LL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TW

TWTW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.73

2.81

2.79

2.98

2.87

2.95

2.79

2.87

2.99

3.20

3.323.21

3.30

3.28 3.

45

3.07

3.21

3.13

3.41

3.51

3.36

3.41

3.48

3.52

3.51

3.53

3.08

2.75

3.10

3.30 3.07

3.35

3.36

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.47

3.38

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

BRIDGE

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.

23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EBEB

EB

EB

EB

EBEB

EBEB

EB

EBEB

EB

EBEB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

3.35

3.43

3.36

3.46

3.46

3.44

3.61

3.53

FCE

FCEFCE

FCE

FCEFCE

FCEFCE

3.09

3.04

2.99

3.15

3.01 3.

20

KOP

KOP

KOP

KOP

KOP KOP

3.19

2.93

2.84

3.04

3.10

3.14

3.17

KOP

KOP

KOPKO

P

KOP

KOP

KOP

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.

29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.40 3.

30

3.49

DD DD DD

DD

3.30 3.43 3.

493.

51DD DD DD

DD

3.51

LM

3.68

LM

3.58

LM

3.52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM

3.60

LM

3.58

LM

3.50

LM

3.58

LM

3.45

LM

3.54

LM3.

36LM

3.58

LM3.

53LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LM

LM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

513.

48LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM3.

39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

NS

2.79

NS

3.24

NS

2.83

NS

3.19

NS

3.41

NS

3.47

NS

2.98

NS

2.89

NS

3.10

NS

3.45

NS

3.09

NS

3.16

NS

3.35

NS2.

63NS

NS

3.17

NS

2.45

NS

2.75

NS3.

08

NS

2.60

NS

3.36

NS

3.07

NS

2.99

NS

2.81

NS

3.39

NS

2.79

NS

3.09

3.26

3.233.

133.

12

2.95

3.02

2.97

3.09

3.12

3.07

3.21

3.18

3.26

3.30

NS

NSNSNS

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

3.39

3.45

3.583.

42

3.44

3.48

3.42

3.413.

35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NSNS

NSNSNS

NS

NSNSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

2.87

SEAT

3.39

3.37

3.32

CC

CCCCCC

3.36

3.38

3.403.

41

CC

CCCCCC

3.11

3.12

3.23

3.20

CCCC

CC

CC

3.28

3.333.33

3.31

CCCCCC

CC

3.203.23

3.18

3.21

CCCC

CC

CC

3.50

3.50 CC

CC

2.95

SEAT

3.38

3.36

3.323.

39

CC

CCCCCC

3.35

3.323.

153.

17

CCCCCC

CC2.

99

3.05

3.052.

98

CC

CCCCCC

2.88

2.87

SEAT

SEAT

2.85

2.92

SEATSEAT

3.75

3.76 3.

763.

75CC

CC

CCCC

3.25

3.28

3.29

CC

CC

CC

3.01

3.01

3.02

3.01

3.02

CC

CC

CCCC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.203.

27

3.12

3.002.

431.711.080.

55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCCCC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.

42

3.44

CC

CCCC

CC

-0.0

2

0.05 0.

41

1.01

1.80 2.

46

3.04

CC

CC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.

72

FPFP

FP

FPFP

FPFP

FPFP

FP

FPFP

FPFP

3.213.143.12

3.18

3.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.81

2.111.290.690.24-0.0

2

CCCC

CCCCCCCCCC

3.02

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.82

2.76

2.72

2.66

2.85

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.72

4.19

MH

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

2.78

DH

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS

3.19

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.12

TRS

3.47

PALM

3.29

PALM

3.46

PALM

PINE

2.92

2.98

2.96

TRS

TRS

TRS

3.243.

28

2.922.

89

TRMTRM

TRMTRM

3.37

3.46

3.38

PALM

PALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

2.78

HP

3.41

TAP

3.33

WM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

E

SW

SW

SW

SW

SW

T

T

l|

l|

l|

l|

l|

l|

l|

l|

l|

l|

l|

l|

l

T

SW

SW

TPCNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

/

3.69

TEL

3.61

TW

3.793.

613.

603.

623.643.663.523.

48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

3.82

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

3.54

3.56

3.643.

633.60

3.36

3.45

BLD

BLD

BLDBLDBLD

BLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

30

3.29

3.33

3.37

3.37 SOFT

SOFT

SOFT

SOFT

SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BOLL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TWTW

TW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.98

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCEFCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.

40 3.30

3.49

DD DD DD

DD

3.30 3.43 3.

49

3.51

DD DD DD

DD

3.48

LM3.47

LM

3.48

LM3.47

3.48

LM

LM

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.31

LM

3.28

3.34

LM

LM

3.39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.83

NS

2.98

NS

3.39

3.45

3.583.

423.

44

3.48

3.42

3.413.35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NSNS

NSNSNS

NSNS

NSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

SEAT

3.75

3.76

3.76

3.75CC

CC

CCCC

3.25

3.28

3.29

CCCC

CC

3.01

3.013.

02

3.01

3.02

CC

CC

CC

CC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CCCC

CC

CC

CC

3.20

3.27

3.12

3.002.431.71

1.080.

55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCC

CC

CC

CCCC

3.67

3.63 FP

FP

3.403.44

CC

CCCC

-0.0

20.

05 0.41

1.01

1.80 2.46

3.04

CCCC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.72

FPFP

FP

FPFP

FP

FPFP

FP

FP

FPFP

FPFP

3.213.

143.12

3.183.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.

81

2.111.

290.690.

24-0.0

2 CCCC

CCCCCCCCCC

3.02

3.22

CCCC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FPFP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.64

SPK

3.33

GIN

3.37

3.46

3.38

PALMPALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

SW

SW

SW

SW

SW

T

SW

SW

TP

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

/

3.69

TEL

3.61

TW

3.793.

613.

603.

623.643.663.523.

48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

3.82

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

3.54

3.56

3.643.

633.60

3.36

3.45

BLD

BLD

BLDBLDBLD

BLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

30

3.29

3.33

3.37

3.37 SOFT

SOFT

SOFT

SOFT

SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BOLL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TWTW

TW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.98

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCEFCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

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FCE

FCE

FCE

3.59

FCE

3.293.29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.51

3.49

3.51

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DD

3.30 3.42 3.

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3.51

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DD

3.31 3.

40 3.30

3.49

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3.30 3.43 3.

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3.51

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3.48

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3.48

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3.48

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LM

LM

3.50

3.51

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LM

3.33

3.47

LM

LM

3.31

LM

3.28

3.34

LM

LM

3.39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.83

NS

2.98

NS

3.39

3.45

3.583.

423.

44

3.48

3.42

3.413.35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

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NSNSNS

NSNS

NSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NSSEAT

3.75

3.76

3.76

3.75CC

CC

CCCC

3.25

3.28

3.29

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CC

3.01

3.013.

02

3.01

3.02

CC

CC

CC

CC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CCCC

CC

CC

CC

3.20

3.27

3.12

3.002.431.71

1.080.

55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCC

CC

CC

CCCC

3.67

3.63 FP

FP

3.403.44

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05 0.41

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1.80 2.46

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CC

CC CC

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3.743.

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3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.72

FPFP

FP

FPFP

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FPFP

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FP

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FPFP

3.213.

143.12

3.183.25

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3.122.

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3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

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FPFP

FPFP

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FPFP

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FP

FP

FP

FP

FP

FP

FP

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FP

FPFP

FP

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FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.64

SPK

3.33

GIN

3.37

3.46

3.38

PALMPALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

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3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

SW

SW

SW

SW

SW

T

SW

SW

TP

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

GTA CONSULTANTS MARK-UP

28 NOV 2019

CRESCENT HEAD CAR PARK

N174220-01-P2

CONCEPT LAYOUT 1

SCALE : 1:500@A3

GTA nsultantsc owww.gta.com.au

SHEET 02 OF 06

AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
RECOMMEND TO WIDEN BAY TO 3m AND SHIFT 2m EAST TO PROVIDE SUITABLE ACCESS FOR B99+7.5m BOAT TRAILER
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
VEHICLE CENTRE LINE
AutoCAD SHX Text
VEHICLE TYRE PATH
AutoCAD SHX Text
VEHICLE BODY PATH
AutoCAD SHX Text
300mm CLEARANCE mm CLEARANCE FROM VEHICLE BODY
AutoCAD SHX Text
ASSUMED SPEED 5km/h5km/hkm/h
AutoCAD SHX Text
SWEPT PATH KEY
AutoCAD SHX Text
Lock to Lock Time
AutoCAD SHX Text
Car Width
AutoCAD SHX Text
Steering Angle
AutoCAD SHX Text
Trailer Track
AutoCAD SHX Text
Trailer Width
AutoCAD SHX Text
Car Track
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
meters
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
34.0
AutoCAD SHX Text
6.0
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.94
AutoCAD SHX Text
5.89
AutoCAD SHX Text
1.68
AutoCAD SHX Text
1.40
AutoCAD SHX Text
3.05
AutoCAD SHX Text
0.95
AutoCAD SHX Text
5.03
AutoCAD SHX Text
5.20
AutoCAD SHX Text
Articulating Angle
AutoCAD SHX Text
70.0
AutoCAD SHX Text
:
AutoCAD SHX Text
NOTES: PARKING LAYOUT (BAY WIDTH OF 2.6 m) IS m) IS SUITABLE FOR TOWN CENTRE PARKING ONLY
Page 36: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLLBOLLBO

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BOLL

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BOLL

BOLL

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76m

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15m

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3.36

TEL

3.42

PB3.

33TEL

3.69

TEL

3.61

3.38

BLD

BOLL

3.38

BLD

3.61

TW

3.793.61

3.60

3.623.

643.663.523.

48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

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BLD

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BLD

BLD

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BLD

BLD

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3.54

3.56

3.643.

633.60

3.36

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BLD

BLDBLDBLDBLD

BLD

3.53

BOLL

3.34

3.35

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SOFTSOFT

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3.34

3.353.

303.26

3.293.

30

3.29

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23

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3.78

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3.30

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3.33

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3.36

3.39

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3.40

3.43

3.52

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3.36

3.50

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3.38

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3.37

3.37

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3.60

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E

3.57

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3.35

3.43

3.36

3.46

3.46

3.44

3.61

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3.09

3.04

2.99

3.15

3.01 3.

20

KOP

KOP

KOP

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3.19

2.93

2.84

3.04

3.10

3.14

3.17

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KOP

KOPKO

P

KOP

KOP

KOP

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

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3.32

SOFT

3.35

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3.30

SOFT3.

68VALV

E

3.35

SOFT

3.58

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

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DD

3.30 3.42 3.

46

3.51

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DD

3.31 3.40 3.

30

3.49

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DD

3.30 3.43 3.

49

3.51

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DD

3.51

LM

3.68

LM

3.58

LM

3.52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

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3.49

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3.46

LM

3.51

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3.57

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3.60

LM3.

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3.50

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3.58

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3.45

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3.54

LM3.

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3.58

LM3.

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3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LM

LM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

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LM3.

513.

48LM

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3.48

3.49

LM

LM

LM

3.36

3.49

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LM

3.36

3.41

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LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

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LM

3.33

3.47

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LM

3.38

3.32

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LM

3.39

3.31

LM

LM

3.28

3.34

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LM3.

39

3.50

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LM

3.41

3.37

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LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

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3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

NS

2.79

NS

3.24

NS

2.83

NS

3.19

NS

3.41

NS

3.47

NS

2.98

NS

2.89

NS

3.10

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3.45

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3.09

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3.16

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3.35

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2.63

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NS

3.17

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2.45

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2.75

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NS

2.60

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3.36

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3.07

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2.99

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2.79

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3.09

3.26

3.233.

133.

12

2.95

3.02

2.97

3.09

3.12

3.07

3.21

3.18

3.26

3.30

NS

NSNSNS

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

3.39

3.45

3.583.

42

3.44

3.48

3.42

3.413.

35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NS

NS

NSNSNS

NS

NSNSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

2.87

SEAT

3.39

3.37

3.32

CC

CCCCCC

3.36

3.38

3.403.

41

CC

CCCCCC

3.11

3.12

3.23

3.20

CCCC

CC

CC

3.28

3.333.33

3.31

CCCCCC

CC

3.203.23

3.18

3.21

CCCC

CC

CC

3.50

3.50 CC

CC

2.95

SEAT

3.38

3.36

3.323.

39

CC

CCCCCC

3.35

3.323.

153.

17

CCCCCC

CC2.

99

3.05

3.052.

98

CC

CCCCCC

2.88

2.87

SEAT

SEAT

2.85

2.92

SEATSEAT

3.75

3.76 3.

763.

75CC

CC

CCCC

3.25

3.28

3.29

CC

CC

CC

3.01

3.01

3.02

3.01

3.02

CC

CC

CCCC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.20

3.27

3.12

3.002.

431.711.

080.55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCCCC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.42

3.44

CC

CCCC

CC

-0.0

2

0.05 0.

41

1.01

1.80 2.

46

3.04

CC

CC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.

72

FPFP

FP

FPFP

FPFP

FPFP

FP

FPFP

FPFP

3.213.143.12

3.18

3.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.81

2.111.290.690.24-0.0

2

CCCC

CCCCCCCCCC

3.02

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.82

2.76

2.72

2.66

2.85

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.72

4.19

MH

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

2.78

DH

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS

3.19

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.12

TRS

3.47

PALM

3.29

PALM

3.46

PALM

PINE

2.92

2.98

2.96

TRS

TRSTRS

3.243.

28

2.922.89

TRMTRM

TRMTRM

3.37

3.46

3.38

PALM

PALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

2.78

HP

3.41

TAP

3.33

WM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

E

SW

SW

SW

SW

SW

T

T

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

T

SW

SW

TPCNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLLBOLLBO

LLBOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

UGE

PIT

UGEPIT

FH

FH

FH

SIL

SIL

SEW

W

MTR

DH FND

STN5

STN6

T4

RL 4.

76m

RL 3.

59m

RL 4.

15m

RL 5.

50m

3.36

TEL

3.42

PB3.

33TEL

3.69

TEL

3.61

3.38

BLD

BOLL

3.38

BLD

3.61

TW

3.793.61

3.60

3.623.

643.663.523.

48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

3.82

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

3.54

3.56

3.643.

633.60

3.36

3.45

BLD

BLD

BLDBLDBLDBLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

30

3.29

3.33

3.37

3.37 SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BO

LL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TW

TWTW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.73

2.81

2.79

2.98

2.87

2.95

2.79

2.87

2.99

3.20

3.323.21

3.30

3.28 3.

45

3.07

3.21

3.13

3.41

3.51

3.36

3.41

3.48

3.52

3.51

3.53

3.08

2.75

3.10

3.30 3.07

3.35

3.36

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.47

3.38

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

BRIDGE

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.

23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EBEB

EB

EB

EB

EB

EB

EBEB

EB

EBEB

EB

EB

EB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

3.35

3.43

3.36

3.46

3.46

3.44

3.61

3.53

FCE

FCEFCE

FCE

FCEFCE

FCEFCE

3.09

3.04

2.99

3.15

3.01 3.

20

KOP

KOP

KOP

KOP

KOP KOP

3.19

2.93

2.84

3.04

3.10

3.14

3.17

KOP

KOP

KOPKO

P

KOP

KOP

KOP

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.40 3.

30

3.49

DD DD DD

DD

3.30 3.43 3.

49

3.51

DD DD DD

DD

3.51

LM

3.68

LM

3.58

LM

3.52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM

3.60

LM3.

58LM

3.50

LM

3.58

LM

3.45

LM

3.54

LM3.

36LM

3.58

LM3.

53LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LM

LM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

513.

48LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM3.

39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

NS

2.79

NS

3.24

NS

2.83

NS

3.19

NS

3.41

NS

3.47

NS

2.98

NS

2.89

NS

3.10

NS

3.45

NS

3.09

NS

3.16

NS

3.35

NS

2.63

NS

NS

3.17

NS

2.45

NS

2.75

NS3.

08

NS

2.60

NS

3.36

NS

3.07

NS

2.99

NS

2.81

NS

3.39

NS

2.79

NS

3.09

3.26

3.233.

133.

12

2.95

3.02

2.97

3.09

3.12

3.07

3.21

3.18

3.26

3.30

NS

NSNSNS

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

3.39

3.45

3.583.

42

3.44

3.48

3.42

3.413.

35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NS

NS

NSNSNS

NS

NSNSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

2.87

SEAT

3.39

3.37

3.32

CC

CCCCCC

3.36

3.38

3.403.

41

CC

CCCCCC

3.11

3.12

3.23

3.20

CCCC

CC

CC

3.28

3.333.33

3.31

CCCCCC

CC

3.203.23

3.18

3.21

CCCC

CC

CC

3.50

3.50 CC

CC

2.95

SEAT

3.38

3.36

3.323.

39

CC

CCCCCC

3.35

3.323.

153.

17

CCCCCC

CC2.

99

3.05

3.052.

98

CC

CCCCCC

2.88

2.87

SEAT

SEAT

2.85

2.92

SEATSEAT

3.75

3.76 3.

763.

75CC

CC

CCCC

3.25

3.28

3.29

CC

CC

CC

3.01

3.01

3.02

3.01

3.02

CC

CC

CCCC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.20

3.27

3.12

3.002.

431.711.

080.55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCCCC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.42

3.44

CC

CCCC

CC

-0.0

2

0.05 0.

41

1.01

1.80 2.

46

3.04

CC

CC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.

72

FPFP

FP

FPFP

FPFP

FPFP

FP

FPFP

FPFP

3.213.143.12

3.18

3.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.81

2.111.290.690.24-0.0

2

CCCC

CCCCCCCCCC

3.02

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.82

2.76

2.72

2.66

2.85

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.72

4.19

MH

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

2.78

DH

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS

3.19

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.12

TRS

3.47

PALM

3.29

PALM

3.46

PALM

PINE

2.92

2.98

2.96

TRS

TRSTRS

3.243.

28

2.922.89

TRMTRM

TRMTRM

3.37

3.46

3.38

PALM

PALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

2.78

HP

3.41

TAP

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GTA CONSULTANTS MARK-UP

28 NOV 2019

CRESCENT HEAD CAR PARK

N174220-01-P2

CONCEPT LAYOUT 1

SCALE : 1:500@A3

GTA nsultantsc owww.gta.com.au

SHEET 03 OF 06

AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99
AutoCAD SHX Text
STANDARDS 2004 (AU_NZ)
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
NO PASSING OPPORTUNITIES FOR B99+7.5m BOAT TRAILER AND B99. RECOMMEND INSTALLING 'GIVEWAY' SIGN AND LINE MARKING
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
13.0
AutoCAD SHX Text
NO PASSING OPPORTUNITIES FOR B99+7.5m BOAT TRAILER. CONSIDER WIDENING ACCESS ROAD
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
NO PASSING OPPORTUNITIES FOR B99+7.5m BOAT TRAILER. RECOMMEND DESIGNING AS ONE-WAY FLOW
AutoCAD SHX Text
VEHICLE CENTRE LINE
AutoCAD SHX Text
VEHICLE TYRE PATH
AutoCAD SHX Text
VEHICLE BODY PATH
AutoCAD SHX Text
300mm CLEARANCE mm CLEARANCE FROM VEHICLE BODY
AutoCAD SHX Text
ASSUMED SPEED 5km/h5km/hkm/h
AutoCAD SHX Text
SWEPT PATH KEY
AutoCAD SHX Text
Lock to Lock Time
AutoCAD SHX Text
Car Width
AutoCAD SHX Text
Steering Angle
AutoCAD SHX Text
Trailer Track
AutoCAD SHX Text
Trailer Width
AutoCAD SHX Text
Car Track
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
meters
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
34.0
AutoCAD SHX Text
6.0
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.94
AutoCAD SHX Text
5.89
AutoCAD SHX Text
1.68
AutoCAD SHX Text
1.40
AutoCAD SHX Text
3.05
AutoCAD SHX Text
0.95
AutoCAD SHX Text
5.03
AutoCAD SHX Text
5.20
AutoCAD SHX Text
Articulating Angle
AutoCAD SHX Text
70.0
AutoCAD SHX Text
:
AutoCAD SHX Text
NOTES: PARKING LAYOUT (BAY WIDTH OF 2.6 m) IS m) IS SUITABLE FOR TOWN CENTRE PARKING ONLY
Page 37: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

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3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM

3.60

LM

3.58

LM3.

50

LM

3.58

LM

3.45

LM

3.54

LM

3.36

LM

3.58

LM

3.53

LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LMLM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

513.

48LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM3.

39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

NS

3.47

NS

3.45

NS3.

39NS

3.39

3.45

3.583.

42

3.44

3.48

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

NS

NSNSNS

NS

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

3.22

NS

3.32

NS

3.32

NS

3.17

NS

3.34

NS

3.36

3.38

3.40

CC

CCCCCC

3.28

3.33

CCCC

3.50

CC

3.38

3.36

3.323.

39

CC

CCCCCC

3.75

3.76 3.

763.

75CC

CC

CCCC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.42

3.44

CC

CCCC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.88

3.90

3.89

3.73

3.75

3.763.72

FPFP

FP

FP

FPFP

FPFP

FP

FP

FP

FPFP

FPFP

FPFP

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.65

MH

4.19

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

3.81

DH

3.64

SPK

3.67

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.29

PALM

3.37

3.46

3.38

PALM

PALM

PALM

3.53

TRS

3.80

TRM

3.31

PALM

3.64

WM

3.74

WM

3.60

TAP

3.68

WM

3.78

3.58

PIT

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT3.

24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

SW

SW

SW

SW

SW

T

T

SW

SW

CNR

CNR

CNR

CNR

GTA CONSULTANTS MARK-UP

28 NOV 2019

CRESCENT HEAD CAR PARK

N174220-01-P2

CONCEPT LAYOUT 2

SCALE : 1:500@A3

GTA nsultantsc owww.gta.com.au

SHEET 04 OF 06

AutoCAD SHX Text
H
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2.6
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2.6
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5.4
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5.4
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2.6
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2.6
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5.4
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5.4
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
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B99
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STANDARDS 2004 (AU_NZ)
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(c) 2019 Transoft Solutions, Inc. All rights reserved.
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B99
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B99
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B99
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STANDARDS 2004 (AU_NZ)
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(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 ENCROACHES OPPOSITE LANE. RECOMMEND DESIGNING AS ONE-WAY FLOW
AutoCAD SHX Text
B99 REQUIRES TO OCCUPY OPPOSITE LANE. RECOMMEND DESIGNING AS ONE-WAY FLOW
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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B99
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STANDARDS 2004 (AU_NZ)
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B99
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B99
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B99
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B99
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B99
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B99
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B99
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B99
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B99
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B99
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(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
VEHICLE CENTRE LINE
AutoCAD SHX Text
VEHICLE TYRE PATH
AutoCAD SHX Text
VEHICLE BODY PATH
AutoCAD SHX Text
300mm CLEARANCE mm CLEARANCE FROM VEHICLE BODY
AutoCAD SHX Text
ASSUMED SPEED 5km/h5km/hkm/h
AutoCAD SHX Text
SWEPT PATH KEY
AutoCAD SHX Text
LOCK TO LOCK TIME
AutoCAD SHX Text
WIDTH
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TRACK
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:
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:
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:
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METERS
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B99
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6.0
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1.84
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1.94
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3.05
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0.95
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5.20
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STEERING ANGLE
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33.9
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:
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NOTES: PARKING LAYOUT (BAY WIDTH OF 2.6 m) IS m) IS SUITABLE FOR TOWN CENTRE PARKING ONLY
Page 38: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLLBOLLBO

LLBOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

UGE

PIT

UGEPIT

FH

FH

FH

SIL

SIL

SEW

W

MTR

DH FND

STN5

STN6

T4

RL 4.

76m

RL 3.

59m

RL 4.

15m

RL 5.

50m

3.36

TEL

3.42

PB3.

33TEL

3.69

TEL

3.61

3.38

BLD

BOLL

3.38

BLD

3.61

TW

3.793.61

3.60

3.623.

643.663.

523.48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

3.82

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

3.54

3.56

3.643.

633.60

3.36

3.45

BLD

BLD

BLDBLDBLDBLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

303.

293.

33

3.37

3.37 SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BO

LL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TW

TWTW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.73

2.81

2.79

2.98

2.87

2.95

2.79

2.87

2.99

3.20

3.323.21

3.30

3.28 3.

45

3.07

3.21

3.13

3.41

3.51

3.36

3.41

3.48

3.52

3.51

3.53

3.08

2.75

3.10

3.30 3.07

3.35

3.36

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.47

3.38

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

BRIDGE

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.

23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EBEB

EB

EB

EB

EBEB

EBEB

EB

EBEB

EB

EBEB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

3.35

3.43

3.36

3.46

3.46

3.44

3.61

3.53

FCE

FCEFCE

FCE

FCEFCE

FCEFCE

3.09

3.04

2.99

3.15

3.01 3.

20

KOP

KOP

KOP

KOP

KOP KOP

3.19

2.93

2.84

3.04

3.10

3.14

3.17

KOP

KOP

KOPKO

P

KOP

KOP

KOP

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.

29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.40 3.

30

3.49

DD DD DD

DD

3.30 3.43 3.

493.

51DD DD DD

DD

3.51

LM

3.68

LM

3.58

LM

3.52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM

3.60

LM

3.58

LM

3.50

LM

3.58

LM

3.45

LM

3.54

LM3.

36LM

3.58

LM3.

53LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LM

LM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

513.

48LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM3.

39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

NS

2.79

NS

3.24

NS

2.83

NS

3.19

NS

3.41

NS

3.47

NS

2.98

NS

2.89

NS

3.10

NS

3.45

NS

3.09

NS

3.16

NS

3.35

NS2.

63NS

NS

3.17

NS

2.45

NS

2.75

NS3.

08

NS

2.60

NS

3.36

NS

3.07

NS

2.99

NS

2.81

NS

3.39

NS

2.79

NS

3.09

3.26

3.233.

133.

12

2.95

3.02

2.97

3.09

3.12

3.07

3.21

3.18

3.26

3.30

NS

NSNSNS

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

3.39

3.45

3.583.

42

3.44

3.48

3.42

3.413.

35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NSNS

NSNSNS

NS

NSNSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

2.87

SEAT

3.39

3.37

3.32

CC

CCCCCC

3.36

3.38

3.403.

41

CC

CCCCCC

3.11

3.12

3.23

3.20

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CC

CC

3.28

3.333.33

3.31

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3.203.23

3.18

3.21

CCCC

CC

CC

3.50

3.50 CC

CC

2.95

SEAT

3.38

3.36

3.323.

39

CC

CCCCCC

3.35

3.323.

153.

17

CCCCCC

CC2.

99

3.05

3.052.

98

CC

CCCCCC

2.88

2.87

SEAT

SEAT

2.85

2.92

SEATSEAT

3.75

3.76 3.

763.

75CC

CC

CCCC

3.25

3.28

3.29

CC

CC

CC

3.01

3.01

3.02

3.01

3.02

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CC

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CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.203.

27

3.12

3.002.

431.711.080.

55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCCCC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.

42

3.44

CC

CCCC

CC

-0.0

2

0.05 0.

41

1.01

1.80 2.

46

3.04

CC

CC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.

72

FPFP

FP

FPFP

FPFP

FPFP

FP

FPFP

FPFP

3.213.143.12

3.18

3.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.81

2.111.290.690.24-0.0

2

CCCC

CCCCCCCCCC

3.02

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.82

2.76

2.72

2.66

2.85

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.72

4.19

MH

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

2.78

DH

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS

3.19

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.12

TRS

3.47

PALM

3.29

PALM

3.46

PALM

PINE

2.92

2.98

2.96

TRS

TRS

TRS

3.243.

28

2.922.

89

TRMTRM

TRMTRM

3.37

3.46

3.38

PALM

PALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

2.78

HP

3.41

TAP

3.33

WM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

E

SW

SW

SW

SW

SW

T

T

l|

l|

l|

l|

l|

l|

l|

l|

l|

l|

l|

l|

l

T

SW

SW

TPCNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLLBO

LLBOLLBO

LL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

BOLL

UGEPIT

UGEPIT

FH

SIL

SIL

SEW

W

MTR

DH FND

STN5

STN6

RL 4.

76m

RL 3.

59m

RL 4.

15m

3.36

TEL

3.42

PB3.

33TEL

3.69

TEL

3.61

3.38

BLD

BOLL

3.38

BLD

3.61

TW

3.793.

613.

603.

623.643.

663.523.

48

TWTWTW

TWTWTWTWTW

3.94

3.74

3.74

3.56

3.78

3.77

3.80

3.83

3.82

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD

3.54

3.56

3.643.

633.60

3.36

3.45

BLD

BLD

BLDBLDBLDBLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.

33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

30

3.29

3.33

3.37

3.37 SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BOLL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TWTW

TW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.73

2.81

2.79

2.98

2.87

2.95

2.79

2.87

2.99

3.20

3.323.21

3.30

3.28 3.

45

3.07

3.21

3.13

3.41

3.51

3.36

3.41

3.48

3.52

3.51

3.53

3.08

2.75

3.10

3.30 3.

073.

35

3.36

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.47

3.38

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

2.50

2.53

BRIDG

E

2.53

BRIDG

E

2.50

BRIDGEBRID

GE

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EB

EBEB

EB

EBEB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

3.35

3.43

3.36

3.46

3.46

3.44

3.61

3.53

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.09

3.04

2.99

3.15

3.01 3.

20KOP

KOP

KOP

KOP

KOP KOP

3.19

2.93

2.84

3.04

3.10

3.14

3.17

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCEFCE

FCEFCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.

29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.

79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.

40 3.30

3.49

DD DD DD

DD

3.30 3.

43 3.49

3.51

DD DD DD

DD

3.51

LM

3.68

LM

3.58

LM

3.52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM

3.60

LM

3.58

LM

3.50

LM

3.58

LM

3.45

LM

3.54

LM

3.36

LM

3.58

LM

3.53

LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LMLM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

513.

48LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM3.

39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

NS

2.79

NS

3.24

NS

2.83

NS

3.19

NS

3.41

NS

3.47

NS

2.98

NS

2.89

NS

3.10

NS

3.45

NS

3.09

NS

3.16

NS

3.35

NS

2.63

NS

2.48

NS

3.17

NS

2.45

NS

2.75

NS3.

08NS

2.60

NS

3.36

NS

3.07

NS

2.99

NS

2.81

NS

3.39

NS

2.79

NS

3.09

3.26

3.233.

133.

12

2.95

3.02

2.97

3.09

3.12

3.07

3.21

3.18

3.26

3.30

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.39

3.45

3.583.

42

3.44

3.48

3.42

3.413.

353.

27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NSNS

NSNS

NS

NSNS

NSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

2.87

SEAT

3.39

3.37

3.32

CC

CCCCCC

3.36

3.38

3.403.

41

CC

CCCCCC

3.11

3.12

3.23

3.20

CCCC

CC

CC

3.28

3.333.33

3.31

CCCCCC

CC

3.203.

23

3.18

3.21

CCCC

CC

CC

3.50

3.50 CC

CC

2.95

SEAT

3.38

3.36

3.323.

39

CC

CCCCCC

3.35

3.323.15

3.17

CCCCCC

CC2.

99

3.05

3.052.

98

CC

CCCCCC

2.88

2.87

SEAT

SEAT

2.85

2.92

SEAT

SEAT

3.75

3.76 3.

763.

75CC

CC

CCCC

3.25

3.28

3.29

CC

CC

CC

3.01

3.01

3.02

3.01

3.02

CC

CC

CCCC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.20

3.27

3.12

3.002.431.

711.080.

550.

53

1.28

2.15

3.13

CCCCCCCCCCCCCCCCCC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.

42

3.44

CCCCCC

CC

-0.0

2

0.05 0.41

1.01

1.80 2.

46

3.04

CC

CC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.72

FPFP

FP

FPFP

FPFP

FPFP

FP

FPFP

FPFP

3.213.143.12

3.18

3.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.81

2.111.290.690.24-0.0

2

CCCC

CCCCCCCCCC

3.02

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.82

2.76

2.72

2.66

2.85

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.72

4.19

MH

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

2.78

DH

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS

3.19

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.12

TRS

3.47

PALM

3.29

PALM

3.46

PALM

PINE

2.92

2.98

2.96

TRS

TRSTRS

3.243.

28

2.922.

89

TRMTRM

TRMTRM

3.37

3.46

3.38

PALMPALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

2.78

HP

3.41

TAP

3.33

WM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

E

SW

SW

SW

SW

SW

T

T

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

T

SW

SW

TP

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

GTA CONSULTANTS MARK-UP

28 NOV 2019

CRESCENT HEAD CAR PARK

N174220-01-P2

CONCEPT LAYOUT 2

SCALE : 1:500@A3

GTA nsultantsc owww.gta.com.au

SHEET 05 OF 06

AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
2.6
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
NO PASSING OPPORTUNITIES FOR B99+7.5m BOAT TRAILER. RECOMMEND INSTALLING 'GIVEWAY' SIGN AND LINE MARKING AND DESIGN AS A ONE-WAY FLOW
AutoCAD SHX Text
RECOMMEND TO WIDEN BAY TO 3m AND 4.5m FOR TURN AROUND BAY TO PROVIDE SUITABLE ACCESS FOR B99+7.5m BOAT TRAILER
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.4
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.6
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
GTA
AutoCAD SHX Text
(c) 2019 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
VEHICLE CENTRE LINE
AutoCAD SHX Text
VEHICLE TYRE PATH
AutoCAD SHX Text
VEHICLE BODY PATH
AutoCAD SHX Text
300mm CLEARANCE mm CLEARANCE FROM VEHICLE BODY
AutoCAD SHX Text
ASSUMED SPEED 5km/h5km/hkm/h
AutoCAD SHX Text
SWEPT PATH KEY
AutoCAD SHX Text
Lock to Lock Time
AutoCAD SHX Text
Car Width
AutoCAD SHX Text
Steering Angle
AutoCAD SHX Text
Trailer Track
AutoCAD SHX Text
Trailer Width
AutoCAD SHX Text
Car Track
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
meters
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
34.0
AutoCAD SHX Text
6.0
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.94
AutoCAD SHX Text
5.89
AutoCAD SHX Text
1.68
AutoCAD SHX Text
1.40
AutoCAD SHX Text
3.05
AutoCAD SHX Text
0.95
AutoCAD SHX Text
5.03
AutoCAD SHX Text
5.20
AutoCAD SHX Text
Articulating Angle
AutoCAD SHX Text
70.0
AutoCAD SHX Text
:
AutoCAD SHX Text
NOTES: PARKING LAYOUT (BAY WIDTH OF 2.6 m) IS m) IS SUITABLE FOR TOWN CENTRE PARKING ONLY
Page 39: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

/

/

/

/

/

/

/

/

/

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/

/

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BOLL

BOLL

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3.793.61

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3.74

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633.60

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3.34

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303.26

3.293.

30

3.29

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3.40

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3.94

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3.45

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3.49

3.47

3.44

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3.58

3.55

3.79

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3.34

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3.39

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3.19

3.20

3.47

3.38

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3.37

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3.29

3.25

3.27

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3.29

3.30

3.31

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3.36

3.383.

41

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3.39

3.52

3.59

3.58

3.67

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4.194.

23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

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3.41

3.36

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3.38

3.39

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3.37

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3.60

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3.57

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3.35

3.43

3.36

3.46

3.46

3.44

3.61

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3.09

3.04

2.99

3.15

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2.93

2.84

3.04

3.10

3.14

3.17

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3.34

3.41

3.45

3.48

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/

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3.44

3.59

3.53

3.37

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3.26

3.36

3.46

3.39

3.41

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3.52

3.51

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3.59

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3.59

3.66

3.72

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3.59

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3.293.29

3.29

3.27

TABLE

TABLE

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3.37

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3.26

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3.30

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3.64

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3.62

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3.29

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3.29

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3.74

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3.63

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3.63

3.63

3.51

3.51

3.55

3.69

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3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

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TK

TK

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3.51

3.49

3.51

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3.30 3.42 3.

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3.58

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3.52

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3.68

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3.52

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3.46

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3.57

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3.60

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3.50

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3.58

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3.45

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3.54

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3.53

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3.42

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3.51

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3.52

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3.33

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3.47

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3.57

3.68

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3.58

3.68

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3.60

3.67

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3.68

3.68

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3.66

3.58 LM

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3.65

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3.64

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3.63

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3.63

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3.63

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3.57

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3.46

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3.48

3.49

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3.36

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3.41

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3.33

3.50

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LM

3.42

3.50

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LM

3.48

3.52

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3.45

3.52

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LM

3.51

3.53

LM

LM

3.53

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3.50

3.51

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3.33

3.47

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3.38

3.32

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LM

3.39

3.31

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3.28

3.34

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LM3.

39

3.50

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LM

3.41

3.37

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LM

3.44

3.34

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LM

3.42

3.36

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3.29

3.37

LM

LM

3.39

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3.34

LM 3.51

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3.31

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3.40

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3.49

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3.38

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3.37

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3.36

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3.34

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3.47

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3.41

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3.32

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3.33

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3.50

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3.29

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3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

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2.79

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3.24

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2.83

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3.19

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3.41

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3.47

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2.98

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2.89

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3.10

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3.45

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3.09

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3.16

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3.35

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2.63

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3.17

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2.45

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3.36

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3.09

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3.39

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3.76

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3.26

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3.19

3.31

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3.27

3.16

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3.19

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3.32

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3.18

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3.17

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BLD

BLD

BLDBLDBLDBLD

BLD

3.53

BOLL

3.34

3.35

3.50

3.373.33

SOFTSOFT

SOFTSOFT

SOFT

3.50

3.35

3.34

3.353.

303.26

3.293.

30

3.29

3.33

3.37

3.37 SOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFTSOFT

SOFT

SOFT

SOFT

3.40

BOLL

3.58

DOOR

4.14

BOLL

4.14

BOLL

3.50

DOOR

3.88

DOOR

3.83

BOLL

3.87

BOLL

3.66

DOOR

4.02

BOLL

4.02

BOLL

3.36

BLD3.

74BO

LL

3.94

BLD

3.45

BLD

3.74

BLD

3.92

BOLL

3.56

BLD

3.83

BOLL

3.91

BOLL

3.49

3.47

3.44

3.50

3.51

3.58

3.55

3.79

3.69

3.71

TW

TW

TWTW

TW

TW

TW

TWTW

TW

3.34

BLD

4.19

BOLL

3.29

3.29

3.27

3.29

2.73

2.81

2.79

2.98

2.87

2.95

2.79

2.87

2.99

3.20

3.323.21

3.30

3.28 3.

45

3.07

3.21

3.13

3.41

3.51

3.36

3.41

3.48

3.52

3.51

3.53

3.08

2.75

3.10

3.30 3.07

3.35

3.36

3.35

3.41

3.42

3.58

3.45

3.39

3.32

3.34

3.22

3.18

3.19

3.20

3.47

3.38

3.29

3.35

3.37

3.38

3.29

3.25

3.27

3.25

3.29

3.30

3.31

3.30

3.38

BRIDGE

3.36

3.383.

41

EB

EBEB

3.39

3.52

3.59

3.58

3.67

EB

EB

EB

EB

EB

4.194.

23

4.16

3.98

3.78

3.65

3.71

3.59

3.43

3.56

3.36

3.35

3.39

3.35

3.34

3.36

3.30

3.30

3.31

3.34

3.33

3.32

3.36

3.39

3.36

3.32

3.40

3.43

3.52

3.55

3.41

3.36

3.50

3.41

3.38

3.39

3.38

3.37

3.37

3.40

EBEB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EB

EBEB

EBEB

EB

EB

EB

EB

EBEB

EB

EB

EB

EB

EB

EBEB

EB

EBEB

EB

EB

EB

EBEB

EB

EB

3.60

LP3.

19LP

E

3.57

ELPU

3.35

3.43

3.36

3.46

3.46

3.44

3.61

3.53

FCE

FCEFCE

FCE

FCEFCE

FCEFCE

3.09

3.04

2.99

3.15

3.01 3.

20

KOP

KOP

KOP

KOP

KOP KOP

3.19

2.93

2.84

3.04

3.10

3.14

3.17

KOP

KOP

KOPKO

P

KOP

KOP

KOP

/ /

3.34

3.41

3.45

3.48

3.45

3.43

3.40

3.40

3.40

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

KOP

/

/

/

3.44

3.59

3.53

3.37

3.42

3.40

3.26

3.36

3.46

3.39

3.41

3.46

3.52

3.51

3.53

3.59

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

FCE

3.59

3.66

3.72

3.63

FCE

FCE

FCE

FCE

3.59

FCE

3.293.29

3.29

3.27

TABLE

TABLE

TABLE

TABLE

3.37

SOFT

3.26

SOFT

3.30

SOFT

3.64

LPG

3.62

VALVE

3.29

SOFT

3.29

SOFT

3.74

BLDU

3.32

SOFT

3.35

VALVE

3.30

SOFT

3.68

VALVE

3.35

SOFT

3.58

LPG

3.62

LPG

3.63

3.79

3.693.

67

3.63

3.63

3.51

3.51

3.55

3.69

IK

IK

IK

IK

IK

IK

IK

IK

3.793.79

3.72

3.70

3.65

3.63

3.72

3.84

TKTK

TK

TK

TK

TK

TK

TK

3.51

3.49

3.51

DDDD

DD

3.30 3.42 3.

46

3.51

DD DD DD

DD

3.31 3.40 3.

30

3.49

DD DD DD

DD

3.30 3.43 3.

49

3.51

DD DD DD

DD

3.51

LM

3.68

LM

3.58

LM

3.52

LM

3.48

LM

3.53

LM

3.48

LM

3.51

LM

3.41

LM

3.68

LM

3.52

LM

3.36

LM

3.49

LM

3.50

LM

3.46

LM

3.51

LM

3.57

LM

3.60

LM3.

58LM

3.50

LM

3.58

LM

3.45

LM

3.54

LM3.

36LM

3.58

LM3.

53LM

3.53

LM

3.42

LM

3.51

LM

3.52

LM

3.33

LM

3.47

LM

3.57

3.68

LM

LM

3.58

3.68

LM

LM

3.60

3.67

LM

LM

3.68

3.68

LMLM

3.68

3.68

LM

LM

3.66

3.58 LM

LM

3.65

3.58 LM

LM

3.64

3.58 LM

LM

3.63

3.53 LM

LM

3.63

3.54 LM

LM

3.63

3.51 LM

LM

3.57

3.52 LM

LM

3.46

3.51

LM

LM3.

513.

48LM

LM3.47

3.48

3.49

LM

LM

LM

3.36

3.49

LM

LM

3.36

3.41

LM

LM

3.33

3.50

LM

LM

3.42

3.50

LM

LM

3.48

3.52

LM

LM

3.45

3.52

LM

LM

3.51

3.53

LM

LM

3.53

LM

3.50

3.51

LM

LM

3.33

3.47

LM

LM

3.38

3.32

LM

LM

3.39

3.31

LM

LM

3.28

3.34

LM

LM3.

39

3.50

LM

LM

3.41

3.37

LM

LM

3.44

3.34

LM

LM

3.42

3.36

LM

LM

3.29

3.37

LM

LM

3.39

LM

3.34

LM 3.51

LM

3.31

LM

3.40

LM

3.49

LM

3.38

LM

3.37

LM

3.36

LM

3.34

LM

3.47

LM

3.41

LM

3.32

LM

3.33

LM

3.50

LM

3.29

LM

3.44

LM

3.39

LM

3.37

LM

3.42

LM

3.50

LM

3.28

LM

2.73

NS

3.28

NS

3.13

NS

3.38

NS

2.79

NS

3.24

NS

2.83

NS

3.19

NS

3.41

NS

3.47

NS

2.98

NS

2.89

NS

3.10

NS

3.45

NS

3.09

NS

3.16

NS

3.35

NS

2.63

NS

NS

3.17

NS

2.45

NS

2.75

NS3.

08

NS

2.60

NS

3.36

NS

3.07

NS

2.99

NS

2.81

NS

3.39

NS

2.79

NS

3.09

3.26

3.233.

133.

12

2.95

3.02

2.97

3.09

3.12

3.07

3.21

3.18

3.26

3.30

NS

NSNSNS

NS

NSNS

NS

NS

NS

NS

NS

NS

NS

3.39

3.45

3.583.

42

3.44

3.48

3.42

3.413.

35

3.27

3.34

3.35

3.74

3.76

3.76

3.67

3.72

3.74

3.63

3.71

3.26

3.11

3.19

3.31

3.32

3.27

3.16

3.17

NS

NS

NSNSNS

NS

NSNSNS

NSNS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

3.19

NS

3.22

NS

3.32

NS

3.32

NS

3.18

NS

3.17

NS

3.20

NS

3.34

NS

2.87

SEAT

3.39

3.37

3.32

CC

CCCCCC

3.36

3.38

3.403.

41

CC

CCCCCC

3.11

3.12

3.23

3.20

CCCC

CC

CC

3.28

3.333.33

3.31

CCCCCC

CC

3.203.23

3.18

3.21

CCCC

CC

CC

3.50

3.50 CC

CC

2.95

SEAT

3.38

3.36

3.323.

39

CC

CCCCCC

3.35

3.323.

153.

17

CCCCCC

CC2.

99

3.05

3.052.

98

CC

CCCCCC

2.88

2.87

SEAT

SEAT

2.85

2.92

SEATSEAT

3.75

3.76 3.

763.

75CC

CC

CCCC

3.25

3.28

3.29

CC

CC

CC

3.01

3.01

3.02

3.01

3.02

CC

CC

CCCC

CC

3.57

3.61

3.61

3.57

3.54

3.46

3.50

3.44

3.49

3.58

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

3.20

3.27

3.12

3.002.

431.711.

080.55

0.53

1.28

2.15

3.13

CCCCCCCCCCCCCCCCCC

CC

CC

CC

3.67

3.63 FP

FP

3.40

3.443.42

3.44

CC

CCCC

CC

-0.0

2

0.05 0.

41

1.01

1.80 2.

46

3.04

CC

CC CC

CC

CC CC

CC

3.743.

65

3.68

3.61

3.65

3.63

3.72

3.88

3.93

3.96

3.90

3.89

3.73

3.75

3.763.

72

FPFP

FP

FPFP

FPFP

FPFP

FP

FPFP

FPFP

3.213.143.12

3.18

3.25

3.23

3.19

CCCCCCCCCC

CC

CC

3.122.81

2.111.290.690.24-0.0

2

CCCC

CCCCCCCCCC

3.02

3.22

CC

CC

3.63

3.50

CC

CC

3.39

3.36

CC

CC

3.40

3.41

3.46

3.44

CCCC

CC

CC

3.60

3.62

3.64

3.65

3.64

3.62

3.55

3.44

3.36

3.30

3.30

3.32

3.31

3.31

3.31

3.31

3.31

3.28

3.26

3.25

3.24

3.21

3.15

3.08

3.18

3.01

2.94

2.82

2.76

2.72

2.66

2.85

2.95

3.04

3.03

3.11

3.15

3.12

3.19

3.23

3.28

3.28

3.29

3.29

3.29

3.34

3.30

3.41

3.54

3.60

3.60

3.57

3.58

3.56

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

3.32

MH

3.65

MH

3.32

MH

3.72

4.19

MH

MH

3.84

3.87

3.87

3.78

3.90

SIC

SICSIC

SIC

SIC

3.88

SI

2.78

DH

3.81

DH

3.64

SPK

3.33

GIN

3.67

TRS

3.19

TRS

3.57

TRS

3.80

TRS

3.31

PALM

3.85

TRS

3.12

TRS

3.47

PALM

3.29

PALM

3.46

PALM

PINE

2.92

2.98

2.96

TRS

TRSTRS

3.243.

28

2.922.89

TRMTRM

TRMTRM

3.37

3.46

3.38

PALM

PALM

PALM

3.53

3.26

TRS

TRS

3.13

3.19

3.17

3.36

3.80

TRM

TRM

TRM

TRM

TRM

3.31

PALM

2.78

HP

3.41

TAP

3.33

WM

3.64

WM

3.50

TAP

3.74

WM

3.60

TAP

3.43

WM

3.68

WM

3.78

3.58

PIT

PIT

3.92

PIT

2.46

INVC

2.52

INVB

2.46

INVP

3.21

PIT

3.24

PIT

3.56

BIT

3.35

BIT

3.45

BIT

3.41

BIT

3.52

BIT

3.46

BIT

3.30

BIT

3.60

BIT

3.37

BIT

3.52

BIT

3.39

BIT

3.38

BIT

3.39

BIT

3.41

BIT

3.37

BIT

3.25

BIT

3.43

BIT

3.37

BIT

3.79

BIT

3.48

BIT

3.45

BIT

3.31

BIT

3.51

BIT

3.30

BIT

3.58

BIT

3.50

BIT

3.40

BIT

3.47

BIT

3.49

BIT

3.42

BIT

3.42

BIT

3.36

BIT

3.48

BIT

3.50

BIT

3.34

BIT

3.25

BIT

3.42

BIT

3.39

BIT

3.27

BIT

3.40

BIT

3.44

BIT

E

SW

SW

SW

SW

SW

T

T

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

|l

T

SW

SW

TP

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

CNR

GTA CONSULTANTS MARK-UP

28 NOV 2019

CRESCENT HEAD CAR PARK

N174220-01-P2

CONCEPT LAYOUT 2

SCALE : 1:500@A3

GTA nsultantsc owww.gta.com.au

SHEET 06 OF 06

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2.6
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2.6
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5.4
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5.4
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2.6
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2.6
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3.0
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3.0
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(c) 2019 Transoft Solutions, Inc. All rights reserved.
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2.6
AutoCAD SHX Text
2.6
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5.4
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5.4
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2.6
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2.6
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3.0
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3.0
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NO PASSING OPPORTUNITIES FOR B99+7.5m BOAT TRAILER. RECOMMEND INSTALLING 'GIVEWAY' SIGN AND LINE MARKING
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VEHICLE CENTRE LINE
AutoCAD SHX Text
VEHICLE TYRE PATH
AutoCAD SHX Text
VEHICLE BODY PATH
AutoCAD SHX Text
300mm CLEARANCE mm CLEARANCE FROM VEHICLE BODY
AutoCAD SHX Text
ASSUMED SPEED 5km/h5km/hkm/h
AutoCAD SHX Text
SWEPT PATH KEY
AutoCAD SHX Text
Lock to Lock Time
AutoCAD SHX Text
Car Width
AutoCAD SHX Text
Steering Angle
AutoCAD SHX Text
Trailer Track
AutoCAD SHX Text
Trailer Width
AutoCAD SHX Text
Car Track
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
:
AutoCAD SHX Text
meters
AutoCAD SHX Text
B99 CAR + 7.5m BOAT TRAILER
AutoCAD SHX Text
34.0
AutoCAD SHX Text
6.0
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.45
AutoCAD SHX Text
1.94
AutoCAD SHX Text
5.89
AutoCAD SHX Text
1.68
AutoCAD SHX Text
1.40
AutoCAD SHX Text
3.05
AutoCAD SHX Text
0.95
AutoCAD SHX Text
5.03
AutoCAD SHX Text
5.20
AutoCAD SHX Text
Articulating Angle
AutoCAD SHX Text
70.0
AutoCAD SHX Text
:
AutoCAD SHX Text
NOTES: PARKING LAYOUT (BAY WIDTH OF 2.6 m) IS m) IS SUITABLE FOR TOWN CENTRE PARKING ONLY
Page 40: Crescent Head Traffic Management and Parking Plan€¦ · Final Report // Issue: A Crescent Head Traffic Management and Parking Plan, Crescent Head Public Domain Design Project 3

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