traffic engineering report for mackay regional council · • part 12 schedule 2 – vehicle...

Project: 2 Alexandra Street, West Mackay

Doc: RP-014/10, Date: 20/12/2013, Issue: 2

September 2017

MNCE Ref: C3368

TRAFFIC ENGINEERING REPORT For Mackay Regional Council

2 Alexandra Street, West Mackay Aged Care Facility Commissioned By Ozcare


Doc: RP-014/10, Date: 20/12/2013, Issue: 2

REPORT CONTROL SHEET

MNCE Ref. No.: C3368

Site: 2 Alexandra Street, West Mackay

Report Title: Traffic Engineering Report

Report Author: Jordan Hughes

Revision / Checking

Rev No. Date Issued

By Signed

Authorised By

Signed

PRELIM 20/01/17 JHu JN

1 05/09/17 JHu JN

2 20/09/17 JHu JN

Distribution *(CR-Courier; P-Post; H-Hand Delivered; CL-Collected; F-Fax; E-Email)

Destination Date

Sent By*

Revision Number / Number of Copies

Sent

Draft 0 1 2 3 4 5 6

MNCE file - - 1 1 1

Buckley Vann 20/01/17 E 1



Ethos Urban 20/09/17 E 1

Model File Reference

Rev No.

MUSIC File Name XP-RAFTS File Name Rational Method File Name

0 - - -

1

2

3

4


Doc: RP-014/10, Date: 20/12/2013, Issue:

TABLE OF CONTENTS

1 INTRODUCTION ....................................................................................................................... 4

1.1 Overview and Background ...................................................................................................... 4

1.2 Existing Road Network ............................................................................................................ 5

2 DEVELOPMENT PROPOSAL ...................................................................................................... 6

3 ONSITE PARKING ..................................................................................................................... 7

3.1 Retirement Villages/Nursing Homes Parking Supply .............................................................. 7

4 ACCESS ARRANGEMENTS ......................................................................................................... 9

5 SERVICE VEHICLE ARRANGEMENT .......................................................................................... 11

6 INTERPRETATION AND CONCLUSIONS.................................................................................... 12

Appendix A: Proposed Development Layout ............................................................................... 13

Appendix B: Environment and infrastructure code compliance report ......................................... 14

Appendix C: SSID & ASD ANALYSIS .............................................................................................. 15

Appendix D: MACKAY REGIONAL COUNCIL TRAFFIC IMPACT ASSESSMENT .................................. 16

Appendix E: SWEPT PATH ANALYSIS ........................................................................................... 17

Appendix F: ANTICIPATED SHIFT PATTERN AND TIMETABLING .................................................... 18


Doc: RP-014/10, Date: 20/12/2013, Issue:

1 INTRODUCTION

1.1 Overview and Background

This report has been prepared to support a development application lodged with

Mackay Regional Council for the property at 2 Alexandra Street, Mackay West. The

development proposal is for aged care facility with associated car parking and

landscaping. The proposed developed layout plan is included in Appendix A.

This report has been developed to assess the development plans against the following

guidelines and planning documents:

• Mackay Planning Scheme, specifically

• Part 12 Schedule 2 – Vehicle Parking, Access and Manoeuvring Standards

• Austroads Guide to Traffic Engineering Practise

• AS2890.1

Figure 1.1: Subject Site bound Alexandra Street to the east (source: Google Maps)


Doc: RP-014/10, Date: 20/12/2013, Issue:

The proposed development involves a residential aged care facility in the north western

corner of the site with associated parking, driveway and landscaping areas. The area

covered by the proposed development is only a portion of the site, with the remainder

of the site to remain vacant, possibly for potential future development. This report will

only consider the developed area associated with the proposed aged care facility.

The majority site is currently vacant and contains evidence of previous earthworks. The

site generally slopes from east to west towards the railway corridor with the majority

of the existing site being around 10.6m Australian Height Datum (AHD) and levels as low

as 6.60m AHD in the north west of the site.

1.2 Existing Road Network

Lansdowne Road (location of the proposed site entrance) has a posted speed limit of

80km/hr. The formation of the road generally consists of 2 lanes. No on street parking

is existing along the street frontage.

The nearest intersection to the proposed site frontage is located on the north-eastern

corner of the property where the network connects to Alexandra Street.


Doc: RP-014/10, Date: 20/12/2013, Issue:

2 DEVELOPMENT PROPOSAL

The development proposal is for a residential aged care facility in the north-western

corner of the site with associated parking, driveway and landscaping areas. The site has

a single crossover, located on the Lansdowne Road frontage approximately 130m from

the Alexandra Road Intersection. The proposal includes a total of X standard parking

bays for residents and X standard parking bays for visitors.


Doc: RP-014/10, Date: 20/12/2013, Issue:

3 ONSITE PARKING

3.1 Retirement Villages/Nursing Homes Parking Supply

In accordance with Schedule 2 – table 12-1 Car Parking Requirements;

• Minimum 1 space per 6 nursing home bed

• Minimum 1 space per 4 hostel type rooming units

• Minimum 1 covered space per 4 self-contained units

• Minimum 1 visitor parking space per 4 nursing home beds or 4 rooming units or 4 self-

contained units

• 1 bus parking area/emergency vehicle parking/drop off area (located to provide

optimum access to all units)

Based on the above, the requirement for onsite parking would be 53, with a split of 32 for

visitors and 21 for residents. However, based on traffic projections and usage rates of the

building an alternate number of parking bays is proposed.

The below tables indicate total traffic movements for staff, visitors and servicing.

Table 1: Traffic Movement (Staff)

ID Approx

Start Approx Finish

Max No. of Staff/Shift

Vehicle Occupancy Daily Traffic Movements

IN OUT TOTAL

Shift 1 7:00am 15:00pm 33 1 person/vehicle 33 33 66

Shift 2 14:30pm 10:00pm 24 1 person/vehicle 24 24 48

Shift 3 10:00pm 7:00am 8 1 person/vehicle 8 8 16

TOTAL 65 65 130

Table 2: Traffic Movement (Visitors)

ID No. of Beds Max % of

Visitors / Day

Max No of Visitors /

Day Vehicle Occupancy

Daily Traffic Movements

IN OUT TOTAL

Visitors 1 126 10% 13 1 person/vehicle 13 13 26


Doc: RP-014/10, Date: 20/12/2013, Issue:

Table 3: Traffic Movement (Servicing)

ID Service Max

Frequency Notes/Commetns

Weekly Traffic Movements

IN OUT TOTAL

Service 1 Refuse 2 per week 1 general / recycle 2 2 4

Service 2 Food 2 per week 2 2 4

Service 3 Laundry On Site

Operation

0 0 0

Service 4 QPS/QAS 1 per day Generally, do not

use sirens 5 5 10

Total Weekly 9 9 18

Total Daily (Weekly / 5) 2 2 4

Table 4: Traffic Movement (Total

ID

Weekly Traffic Movements

IN OUT TOTAL

Staff 65 65 130

Visitors 13 13 26

Services 2 2 4

Total 80 80 160

A total of 57 spaces have been determined to be required based off assumed shift patterns and

staffing of the facility. Refer to the attached for shift patterning and time proposal.

It has been acknowledged that the nominated car parking bay rate is sufficient based on the

above analysis. The provided rate of 57 bays shall be sufficient as the max in/total shall be 57

during changeover from Shift 1 to Shift 2.


Doc: RP-014/10, Date: 20/12/2013, Issue:

4 ACCESS ARRANGEMENTS

It is proposed that the entire development is serviced by a single crossover. It is

acknowledged that concerns have been raised pertaining to the site line distance and

detail. The proposed crossover location has been located (Refer Appendix C) and

designed using the following standards.

• AS2890.2 Figure 3.3 Site Distance Requirements at Access Driveway Exits

• AS2890.1 Figure 3.2 Minimum Design for a Major Access Driveway Catering for HRV’s and AV’s.

Figure 4.0: AS2890.2 Figure 3.3

Figure 4.0.1: AS2890.1 Figure 3.2


Doc: RP-014/10, Date: 20/12/2013, Issue:

To further support the proposed location of crossover the following checks have been

performed (note the checks have been performed for a worst case scenario of a truck within

the analysis):

- SISD (Safe Intersection Site Distance) from approaching vehicle to the proposed intersection

location.

- ASD (Approach Site Distance) from approaching vehicles to low lying objects within the

intersection.

In the event an all movements intersection is permitted the layout and arrangement shall

consider the road hierarchy requirements and shall be as per the layout documented within

C3368-SK50-REVA.


Doc: RP-014/10, Date: 20/12/2013, Issue:

5 SERVICE VEHICLE ARRANGEMENT

As per Table 12-2 Service Vehicle Manoeuvring within Schedule 12 the largest service

vehicle to be accommodated for onsite is to a van, and therefore no such specific

allowance for an MRV or RCV is considered necessary. It should be noted that allowance

has been made for internal garbage collection.


Doc: RP-014/10, Date: 20/12/2013, Issue:

6 INTERPRETATION AND CONCLUSIONS

The parking, access and servicing arrangements for the proposed development at 2

Alexandra Street have been assessed. It has been demonstrated that the proposed

access arrangements, parking allocation and servicing allowance comply with the

relevant national and local requirements.

Please refer to Appendix for a proposed site layout plan, Appendix B for Site Distance

Detail and Analysis, Appendix C for the Environment and Infrastructure Code Response

(sections pertaining to onsite parking and access), Appendix D for the Traffic Impact

Assessment prepared by Mackay Regional Council and Appendix E for Swept Path

Analysis.


Doc: RP-014/10, Date: 20/12/2013, Issue:

APPENDIX A: PROPOSED DEVELOPMENT LAYOUT

L A N S D O W N E R O A D

A L E X A N D R A S T R E E T

P E N E L O P E S T

A N A S T A S I A S T

C H A

R L O T

T E S

T

PROPOSED AGED

CARE FACILITY

LOT 103

SP203788

8.527ha

STORMWATER MANAGEMENT AREA

STORMWATER MANAGEMENT AREA

R A I L W A Y C O R R I D O R

EMT J S

P253156

2

18

3

5

4

5

4

4

5

5

5

5

5

5

6

7

9

ENTRY

GARDEN AREA

5

40500 APPROX

53000 APPROX

232000 APPROX

2500

0 A

PP

RO

X

2500

0 A

PP

RO

X

HARGRAVES BRIGGS JACUZZI PTY LTD

C O P Y R I G H T

AMENDMENTS

289 SHAFSTON AVE,KANGAROO POINT

ARCHITECTS

All rights reserved. This work is copyright and cannot bereproduced or copied in any form or by any means (graphic,electronic or mechanical, including photocopying) without thewritten permission of Hargraves Briggs Jacuzzi Pty Ltd. Anylicence, expressed or implied, to use the document for any purposewhatsoever is restricted to the terms of the agreement or impliedagreement between Hargraves Briggs Jacuzzi Pty Ltd and theinstructing party.

Do not scale.Use figured dimensions for setout.

ACN. 076 897 606

ISSUE

Email [email protected] (07) 3392 0235

PROJECT

CLIENT

DRAWING TITLE

PROJECT NUMBER

DRAWN DATE SCALE

DRAWING NUMBER

AUTHORISED FOR ISSUE

CHECKED BY

DATE

1 : 1000 @ A1

PROPOSED RESIDENTIALAGED CARE FACILITYOZCARE, MACKAY

LOT 103 ANDERSON STREET,WEST MACKAY, QLD 4740

PROPOSED SITE PLAN

Author

1506 MAC

03/28/17

PD_002

AGED CARE FACILITY

ESTIMATED AREAS & CAR PARKING SCHEDULE

SITE DESCRIPTION:

LOCALITY: WEST MACKAY

LOCAL GOVERNMENT: MACKAY REGIONAL COUNCIL

AREA: 8.527ha

NOTES:

1. ALL DIMENSIONS ARE APPROXIMATE ONLY AND ARE

SUBJECT TO SURVEY AND COUNCIL APPROVAL.

2. THE BOUNDARIES SHOWN ON THIS PLAN SHALL NOT BE

USED FOR FINAL DETAILED ENGINEERS DESIGN.

FIRE PUMP HOUSE1

REFUSE COLLECTION2

PROPOSED AGED CARE FACILITY

GFA AREAS:

GROUND FLOOR 5350m²

FIRST FLOOR 4220m²

SECOND FLOOR 4220m²

TOTAL GFA 13765m²(16.2%)

BEDS 126

VISITOR CAR PARKS 21

STAFF CAR PARKS 36

MRV/AMBULANCE CAR PARKS 1

SITE COVERAGEROOF ` 6960m² (APPROX)

PAVEMENTS 5600m² (APPROX)

TOTAL 12520m²(14.7%)

BICYCLE PARKING3

4 BAY CAR PARKING4

LAWN BOWLS6

MINI PUTT7

GAZEBO8

5 BAY CAR PARKING5

MRV/AMB PARKING9

1 : 1000

SITE PLAN1

NORTH

B

A 20/01/17 DA ISSUE HBJB 20/04/17 REVISED DA ISSUE HBJ


Doc: RP-014/10, Date: 20/12/2013, Issue:

APPENDIX B: ENVIRONMENT AND INFRASTRUCTURE CODE

COMPLIANCE REPORT

Buckley Vann Planning + Development

Environment and infrastructure code

Specific Outcomes Acceptable / Probable Solutions Assessment

Car Parking and Access

P11 Premises are provided with:

(i) adequate vehicle parking spaces to

satisfy the anticipated requirements

of the activity;

(ii) safe and efficient access and

manoeuvring areas to meet the

anticipated volume and type of

traffic;

(iii) large vehicles are able to enter and

leave the site without prejudicing the

safety and efficiency of the road;

(iv) access driveways are located and

designed to minimise conflicts with

traffic and pedestrians; and

(v) vehicle crossings from the

carriageway to the frontage of the

site are constructed and finished to

appropriate standards for the

expected volume and type of traffic

generated by activities on the site.

S11.1 Vehicle parking on the site is in

accordance with the rates specified in

Schedule 2.

S11.2 Vehicles are able to enter and exit the

site (with the exception of dwelling

house and duplex) in a forward gear.

S11.3 The design of car parking and access

complies with the requirements detailed

in the Engineering Design Guidelines

Planning Scheme Policy.

Car Parking Rates have provided in

accordance with the specified rate for a

Retirement Village/Nursing Home.

Vehicular ingress and egress can be in a forward gear motion. The access driveway has been positioned to demonstrate adequate safety requirements including site line checks as per AS2890.1. The access driveway and crossings can be finished and constructed to the required level. This can be conditioned as part of the approval.


Doc: RP-014/10, Date: 20/12/2013, Issue:

APPENDIX C: SSID & ASD ANALYSIS

T

1

5

0

W

1

5

0

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

1

5

0

W

1

5

0

2

0

0

W

2

0

0

W

2

0

0

W

200

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / // / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / // / // / /

/ / /

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

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / /

/ / /

/ / /

/ / /

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / // / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / // / // / /

/ / /

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

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / /

/ / /

/ / /

/ / /

/ / /

CA

B

MR

V - M

ed

iu

m R

ig

id

V

eh

icle

BRISBANEPH No. (07) 3255 1877

IPSWICHPH No. (07) 3281 6603

SYDNEYPH No. 1300 827 901

GOLD COASTPH No. 1300 827 901

E [email protected] www.mnce.com.au

© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S

CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE

APPROVED

DRAWING No. REV.

REV. DESCRIPTION DATE INIT.

DO NOT SCALE FROM DRAWINGALL SCALES ARE AS SHOWN (A1)

CHECKED2-32 ALEXANDRA STREET,MACKAY WEST

CF CF APR 17

JN

B

A PRELIMINARY ISSUE 21.04.17 CF

CONCEPT INTERSECTION LAYOUTPLAN ACCESS DRIVEWAY

SKT01C3368

B PRELIMINARY ISSUE 19.09.17 CF

-

0 10 20 30m

(SCALE BEFORE REDUCTION)

SCALE 1:500 (A1)

EXISTING SERVICES NOTE:THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY ASCONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFYEXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORSRESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.

NOTES:1. THIS DRAWING TO BE USED FOR DESIGN REVIEW AND ACCESS PERMISSION

ONLY. NOT TO BE USED FOR CONSTRUCTION.2. ALL LEVELS BASED UPON COUNCIL AERIAL CONTOURS.3. LEVELS ON SITE TO BE CONFIRMED BY DETAILED SURVEY AND DESIGN

REVISED PRIOR TO CONSTRUCTION.4. APPROPRIATE APPROVALS FROM COUNCIL ARE REQUIRED PRIOR TO

CONSTRUCTION.

REAL PROPERTY DESCRIPTIONLOT 2 ON RP810432

2.00

m S

HOUL

DER

3.50

m

3.50

m

3.0m

EX

ISTI

NGCA

RRIA

GEW

AY

5.00

m R

OAD

RESE

RVE

WID

ENIN

G

R 15mR 15m

EXISTING BOUNDARY

EXISTING ROAD CL

EXISTING BOUNDARY

PROPOSED BOUNDARY

MATCH INTO EXISTING SHOULDERMATCH INTO EXISTING PAVEMENT

80 KM/H ROAD 60 KM/H ROAD

15.00m 15.00m20m STORAGE45m DECELERATION

20m TAPER

80m LATERAL MOVEMENT60m LATERAL MOVEMENT

NEW PAVEMENT

NEW PAVEMENT

SIGHT LINE BETWEEN EASTBOUND CARAND PROPOSED INTERSECTION. REFERLONGITUDINAL SECTION MS02 ON DRG

C3368-SKT02 FOR DETAILS.

SIGHT LINE BETWEEN WESTBOUND CARAND CAR AT PROPOSED INTERSECTION.REFER LONGITUDINAL SECTION MS01 ONDRG C3368-SKT02 FOR DETAILS.

DESIGN ASSUMPTIONS:1. DESIGN SPEED LIMITS HAVE BEEN ADOPTED FROM SIGNAGE VIEWED FROM

STREETVIEW IN GOOGLEMAPS. IMAGERY DATE FEB 2015. 80KM/H FORMANEOUVERS REQUIRED WEST OF THE PROPOSED INTERSECTION AND60KM/H FOR MANEOUVERS REQUIRED EAST OF THE PROPOSEDINTERSECTION.

2. STORAGE LENGTH IS 20m TO ALLOW FOR QUEUEING OF 19m ARTICULATEDVEHICLE.

LOCATION OF CAR A (B85VEHICLE) APPROACHINGWESTBOUND 110m FROMPROPOSED INTERSECTION

LOCATION OF CAR B (B85VEHICLE) PERFORMING ARIGHT TURN INTOLANDSDOWNE ROAD

LOCATION OF CAR C (B85VEHICLE) APPROACHINGWESTBOUND 110m FROM

PROPOSED INTERSECTION

DRAWING REFERENCE NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH C3368-SKT02.

ADOPTED DESIGN METHODOLOGY:1. RURAL CHANNELISED T-JUNCTION - SHORT LANE TYPE CHR(S)

INTERSECTION USED AS PER AUSTROADS PART 4A SECTION 7.5.2.VALUES HAVE BEEN USED FROM TABLE 7.2 FROM AUSTROADSAUSTROADS PART 4A SECTION 7.5.3.

2. DESIGN SPEED FOR CHR INTERSECTION IS 80KM/H WITH 3.5m WIDECARRIAGEWAY AND TURNING LANE.

3. SHOULDER WIDTH IS 2.0m TO MATCH SHOULDER WIDTH EASTBOUND OFPROPOSED INTERSECTION WORKS. THIS IS ALSO THE SAME WIDTH SHOWNAS PER AUSTROADS PART 3 TABLE 4.5 FOR DESIGN AADT 1000-3000.

4. EXISTING WESTBOUND LANE REMAINS AT 3.0m WIDE.

INTERSECTION CHR (S) VALUES ADOPTED

DESIGNSPEED OF

MAJOR ROADAPPRROACH

(km/h)

(A) LATERALMOVEMENT

(m)

(S) STORAGELENGTH TOCATER FORONE DESIGN

TURNINGVEHICLE (m)

(D) DIVERGE/

DECELERATION LENGTH

(m)

(B) TOTALLENGTH OFAUXILLARYLANE - S+D

(m)

(E) START OFTAPER TO

2.0m WIDTH -2*(A/Wt) (m)

(R)DESIRABLERADIUS (m)

(T) TAPERLENGTH (m)

(W) NOMINALTHROUGH

LANE WIDTH(m)

(Wt) NOMINALWIDTH OF

TURN LANE(m)

(X) DISTANCEFOR DESIGN

VEHICLETURNINGPATH (m)

60 60** N/A N/A N/A N/A 280** N/A 3.5 N/A N/A

80 80 20 45 65 45 280 20 3.5 3.5 15

45m

IMAGE NOTE:

IMAGE USED FROM AUSTROADS PART 4A SECTION 7.5.2 TO SHOW LOCATION OFDESIGN DIMENSIONS ONLY. NOT TO B SCALED.

INTERSECTION LAYOUT PLANSCALE 1:500

INTERSECTION DIAGRAMSCALE 1:500

TABLE NOTES:1. ** - DESIGN VALUE SHOWN IS GREATER THAN TABLE 7.2 FROM

AUSTROADS PART 4A SECTION 7.5.32. TABLE VALUES HAVE BEEN ADOPTED FROM TABLE 7.2 FROM AUSTROADS

PART 4A SECTION 7.5.3

R 280m

R 280m R 280m

R 280m

SIGHT LINE (MS01)SIGHT LINE (MS02)

NOT FOR CONSTRUCTION

0 SE

C

1 SEC

2 SE

C

3 SE

C

4 SE

C

5 SE

C

REACTION TIME TO INTERSECTION

5 SE

C

4 SE

C

3 SE

C

2 SE

C

1 SEC

0 SE

C

REACTION TIME TO INTERSECTION


IPSWICHPH No. (07) 3281 6603




© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S


APPROVED

DRAWING No. REV.




CF CF APR 17

JN

B


SIGHTLINE SECTIONS - ACCESSDRIVEWAY

SKT02C3368


-

0 5 10 15m


SCALE 1:250 (A1)





CONSTRUCTION.


EYE HEIGHT AT HOLDINGLINE AT AGED CAREFACILITY INTERSECTION

EYE HEIGHT OF DRIVERTRAVELLING EASTBOUND

AGED CARE FACILITYINTERSECTION

LINE OF SIGHT BETWEEN BOTHCARS 5 SECONDS APART

EXISTINGLANSDOWNEROAD CL

EYE HEIGHT OF DRIVERTRAVELLING WESTBOUNDTOWARDS AGED CAREFACILITY INTERSECTION

EXISTING LANSDOWNEROAD CL

EYE HEIGHT AT HOLDINGLINE AT AGED CARE

FACILITY INTERSECTION

LINE OF SIGHT BETWEEN BOTHCARS 5 SECONDS APART

DIRECTION OF WESTBOUND TRAVEL

DIRECTION OF EASTBOUND TRAVEL

SIGHT DISTANCE LONGITUDINAL SECTION (MS02)SCALE 1:250

SIGHT DISTANCE LONGITUDINAL SECTION (MS01)SCALE 1:250

LONGITUDINAL SECTION NOTES:1. LANDSDOWNE ROAD LEVELS AND CHAINAGES WERE ADOPTED FROM

MACKAY REGIONAL COUNCIL DRAWING 52551/A1-15919 REVISION A. ROADLEVELS EAST OF CH300 HAVE BEEN ADOPTED FROM LIDAR.

2. DUE TO THE CLARITY OF THE INFORMATION PROVIDED VERTICAL CURVESCOULD NOT BE ADDED TO THE ROAD LONGITUDINAL SECTION.

3. SIGHT DISTANCE LONGITUDINAL SECTION LEVELS ARE TAKE ALONGLANSDOWNE ROAD CL.

SIGHT DISTANCE NOTES:1. 110m MIN. SSD ADOPTED AS PER AS2890.2 FIG 3.3 AND AS2890.1 FIG 3.2

FOR A DESIGN SPEED OF 80KM/H.

SITE DISTANCE CALCULATION TABLEITEM VALUE ADOPTED REMARKS

DESIGN SPEED 80 KM/H 110m MIN. SSD ADOPTED AS PERAS2890.2 FIG 3.3 AND AS2890.1 FIG 3.2

DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 1.15m ADOPTED AS PER NOTE 7 OF AS2890.1

FIG 3.2

DRIVERS EYE HEIGHT(PROPOSEDINTERSECTION)

1.00m

ADOPTED AS PER NOTE 7 OF AS2890.1FIG 3.2. DRIVER ASSUMED TO BE 5mFROM LANSDOWNE ROAD CL AT 3%THEREFORE REDUCING EYE HEIGHT BY0.15m

OBJECT HEIGHT 1.15m ADOPTED AS PER NOTE 7 OF AS2890.1FIG 3.2


CAR A. REFER DRG C3368-SKT01FOR LOCATION ON PLAN

CAR B. REFER DRG C3368-SKT01FOR LOCATION ON PLAN

CAR B. REFER DRG C3368-SKT01FOR LOCATION ON PLAN CAR C. REFER DRG C3368-SKT01

FOR LOCATION ON PLAN


T

1

5

0

W

1

5

0

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

1

5

0

W

1

5

0

2

0

0

W

2

0

0

W

2

0

0

W

200

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / // / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / // / // / /

/ / /

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

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / /

/ / /

/ / /

/ / /

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / // / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / // / // / /

/ / /

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

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / /

/ / /

/ / /

/ / /

/ / /

F

D

E


IPSWICHPH No. (07) 3281 6603




© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S


APPROVED

DRAWING No. REV.




CF CF APR 17

JN

B


CONCEPT INTERSECTION LAYOUTPLAN APPROACHING VEHICLES

(SISD) SKT11C3368


-

0 10 20 30m


SCALE 1:500 (A1)





CONSTRUCTION.


2.00

m S

HOUL

DER

3.50

m

3.50

m

3.0m

EX

ISTI

NGCA

RRIA

GEW

AY

5.00

m R

OAD

RESE

RVE

WID

ENIN

G

R 15mR 15m

EXISTING BOUNDARY

EXISTING ROAD CL

EXISTING BOUNDARY

PROPOSED BOUNDARY




20m TAPER


NEW PAVEMENT

NEW PAVEMENT

SIGHT LINE BETWEEN EASTBOUNDTRUCK F AND CONFLICT POINT ATPROPOSED INTERSECTION. REFERLONGITUDINAL SECTION MS04 ON DRGC3368-SKT12 FOR DETAILS.

SIGHT LINE BETWEEN WESTBOUNDTRUCK D AND CONFLICT POINT ATPROPOSED INTERSECTION. REFERLONGITUDINAL SECTION MS03 ON DRGC3368-SKT12 FOR DETAILS.




LOCATION OF TRUCK (B85VEHICLE) APPROACHINGWESTBOUND 123m FROMCONFLICT POINT

LOCATION OF CAR E (B85VEHICLE) PERFORMING ARIGHT TURN INTOLANDSDOWNE ROAD. ALSOLOCATION OF CONFLICT POINT.

LOCATION OF TRUCK (B85VEHICLE) APPROACHINGWESTBOUND 181m FROMCONFLICT POINT








DESIGNSPEED OF

MAJOR ROADAPPRROACH

(km/h)

(A) LATERALMOVEMENT

(m)


TURNINGVEHICLE (m)

(D) DIVERGE/

DECELERATION LENGTH

(m)


(m)




(T) TAPERLENGTH (m)

(W) NOMINALTHROUGH

LANE WIDTH(m)


TURN LANE(m)



60 60** N/A N/A N/A N/A 280** N/A 3.5 N/A N/A

80 80 20 45 65 45 280 20 3.5 3.5 15

45m

IMAGE NOTE:






R 280m

R 280m R 280m

R 280m

SISD SIGHT LINE (MS03)

SSID SIGHT LINE (MS04)




IPSWICHPH No. (07) 3281 6603




© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S


APPROVED

DRAWING No. REV.




CF CF APR 17

JN

B


SISD SECTIONS - APPROACHINGVEHICLES

SKT12C3368

B PRELIMINARY ISSUE B CF

-

0 10 20 30m


SCALE 1:500 (A1)





CONSTRUCTION.


1.25m DRIVER EYE HEIGHTAT INTERSECTION

EYE HEIGHT OF DRIVERTRAVELLING EASTBOUND AGED

CARE FACILITY INTERSECTION

LINE OF SIGHT BETWEEN 1.25mDRIVER EYE HEIGHT AND TRUCK F

EXISTINGLANSDOWNEROAD CL

EYE HEIGHT OF DRIVER TRAVELLINGWESTBOUND TOWARDS AGED CAREFACILITY INTERSECTION


1.25m DRIVER EYE HEIGHTAT INTERSECTION

LINE OF SIGHT BETWEEN 1.25mDRIVER EYE HEIGHT AND TRUCK D


DIRECTION OF EASTBOUND TRAVEL

SAFE INTERSECTION SIGHT DISTANCELONGITUDINAL SECTION (MS04)

SCALE 1:500

SAFE INTERSECTION SIGHT DISTANCELONGITUDINAL SECTION (MS03)

SCALE 1:250





SIGHT DISTANCE NOTES:1. SAFE INTERSECTION SIGHT DISTANCE BASED ON 2 SECOND REACTION TIME

FOR BOTH DESIGN SPEEDS OF 60KM/H AND 80 KM/H AS PER AUSTROADSPART 4A TABLE 3.2

SAFE INTERSECTION SITE DISTANCECALCULATION TABLE (MS04)

ITEM VALUE ADOPTED REMARKS

DESIGN SPEED 80 KM/H2 SECOND REACTION TIME, 181m MIN.SISD ADOPTED AS PER AUSTROADSPART 4A TABLE 3.2

CAR DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 1.25m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1

TRUCK DRIVERS' EYE HEIGHT(LANDSDOWNE ROAD) 2.4m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1

OBJECT HEIGHT 0.2m ADOPTED AS PER AUSTROADS PART 3TABLE 5.1


TRUCK D. REFER DRG C3368-SKT11 FORLOCATION ON PLAN

CONFLICT POINT E. REFER DRGC3368-SKT11 FOR LOCATION ON PLAN

CONFLICT POINT E. REFER DRGC3368-SKT11 FOR LOCATION ON PLAN TRUCK F. REFER DRG C3368-SKT11

FOR LOCATION ON PLAN

SAFE INTERSECTION SITE DISTANCECALCULATION TABLE (MS03)



DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 1.25m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1

TRUCK DRIVERS' EYE HEIGHT(LANDSDOWNE ROAD) 2.4m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1


0 5 10 15m


SCALE 1:250 (A1)


T

1

5

0

W

1

5

0

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

1

5

0

W

1

5

0

2

0

0

W

2

0

0

W

2

0

0

W

200

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / // / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / // / // / /

/ / /

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

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / /

/ / /

/ / /

/ / /

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/

/

/

/

/

/

/

/

/

/

/

/

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / // / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / // / // / /

/ / /

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

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / /

/ / / / / /

/ / /

/ / /

/ / /

/ / /

HG

E


IPSWICHPH No. (07) 3281 6603




© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S


APPROVED

DRAWING No. REV.




CF CF AUG 17

A


CONCEPT INTERSECTION LAYOUTPLAN VEHICLES (SSD)

SKT21C3368

-

0 10 20 30m


SCALE 1:500 (A1)





CONSTRUCTION.


2.00

m S

HOUL

DER

3.50

m

3.50

m

3.0m

EX

ISTI

NGCA

RRIA

GEW

AY

5.00

m R

OAD

RESE

RVE

WID

ENIN

G

R 15mR 15m

EXISTING BOUNDARY

EXISTING ROAD CL

EXISTING BOUNDARY

PROPOSED BOUNDARY




20m TAPER


NEW PAVEMENT

NEW PAVEMENT




LOCATION OF CONFLICT POINT.








DESIGNSPEED OF

MAJOR ROADAPPRROACH

(km/h)

(A) LATERALMOVEMENT

(m)


TURNINGVEHICLE (m)

(D) DIVERGE/

DECELERATION LENGTH

(m)


(m)




(T) TAPERLENGTH (m)

(W) NOMINALTHROUGH

LANE WIDTH(m)


TURN LANE(m)



60 60** N/A N/A N/A N/A 280** N/A 3.5 N/A N/A

80 80 20 45 65 45 280 20 3.5 3.5 15

45m

IMAGE NOTE:






R 280m

R 280m R 280m

R 280m


SIGHT LINE BETWEEN EASTBOUNDTRUCK H AND CONFLICT POINT ATPROPOSED INTERSECTION. REFERLONGITUDINAL SECTION MS06 ON DRGC3368-SKT22 FOR DETAILS.

SIGHT LINE BETWEEN WESTBOUNDTRUCK G AND CONFLICT POINT ATPROPOSED INTERSECTION. REFERLONGITUDINAL SECTION MS05 ON DRGC3368-SKT22 FOR DETAILS.

SSD SIGHT LINE (MS05)SSD SIGHT LINE (MS06)



IPSWICHPH No. (07) 3281 6603




© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S


APPROVED

DRAWING No. REV.




CF CF AUG 17

A


SSD SECTIONS - APPROACHINGVEHICLES

SKT22C3368

-

0 5 10 15m


SCALE 1:250 (A1)





CONSTRUCTION.


EYE HEIGHT OF DRIVERTRAVELLING WESTBOUND

TOWARDS AGED CAREFACILITY INTERSECTION


0.2m HIGH OBJECT ATINTERSECTION

LINE OF SIGHT BETWEEN 0.2mHIGH OBJECT AND TRUCK D


SAFE STOPPING SIGHT DISTANCELONGITUDINAL SECTION (MS06)

SCALE 1:250





SIGHT DISTANCE NOTES:1. SAFE STOPPING SIGHT DISTANCE BASED ON 2 SECOND REACTION TIME

FOR BOTH DESIGN SPEEDS OF 60KM/H AND 80 KM/H AS PER AUSTROADSPART 3 TABLE 5.5


TRUCK H. REFER DRG C3368-SKT21FOR LOCATION ON PLAN

CONFLICT POINT E. REFER DRGC3368-SKT21 FOR LOCATION ONPLAN

SAFE STOPPING SITE DISTANCE CALCULATIONTABLE (MS06)



CAR DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 1.25m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1

TRUCK DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 2.4m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1


EYE HEIGHT OF DRIVERTRAVELLING WESTBOUNDTOWARDS AGED CAREFACILITY INTERSECTION


0.2m HIGH OBJECT ATINTERSECTION

LINE OF SIGHT BETWEEN 0.2mHIGH OBJECT AND TRUCK E


SAFE STOPPING SIGHT DISTANCELONGITUDINAL SECTION (MS05)

SCALE 1:250

TRUCK G. REFER DRG C3368-SKT21FOR LOCATION ON PLAN

CONFLICT POINT E. REFER DRGC3368-SKT21 FOR LOCATION ONPLAN

SAFE STOPPING SITE DISTANCE CALCULATIONTABLE (MS05)



DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 1.25m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1

TRUCK DRIVERS' EYE HEIGHT(LANSDOWNE ROAD) 2.4m ADOPTED AS PER AUSTROADS PART 3

TABLE 5.1




Doc: RP-014/10, Date: 20/12/2013, Issue:

APPENDIX D: MACKAY REGIONAL COUNCIL TRAFFIC IMPACT

ASSESSMENT

jneale

Polygon


Doc: RP-014/10, Date: 20/12/2013, Issue:

APPENDIX E: SWEPT PATH ANALYSIS

1

5

0

W

1

5

0

W

1

5

0

W

1

5

0

W

1

5

0

W

1

5

0

W

1

5

0

W

1

5

0

W

1

5

0

100 W

1

0

0

W

1

0

0

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

RW

RW

RW

RW R

W

R

W

R

W

R

W

R

W

R

W

R

W R

W

R

W

R

W

R

W

R

W

R

W

RW

1

5

0

W

1

5

0

W

2

0

0

W

2

0

0

W

S

S

S

RM

RM

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

R

M

/ / /

/ / /

/

/

/

/

/

/

/ / /

/ / /

/ / /

/

/

/

/

/

/

/ / /

M

RV

- M

ediu

m

Rig

id V

ehic

le


IPSWICHPH No. (07) 3281 6603




© M

ILA

NOV

IC N

EALE

CON

SULT

ING

ENGI

NEER

S


APPROVED

DRAWING No. REV.




CF CF APR 17

JN

A


VEHICLULAR SWEPT PATH CHECK- MEDIUM RIGID VEHICLE

SKT03C3368

-

0 10 20 30m


SCALE 1:500 (A1)





CONSTRUCTION.


8.8

1.5 5

MRV - Medium Rigid VehicleOverall Length 8.800mOverall Width 2.500mOverall Body Height 3.633mMin Body Ground Clearance 0.428mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 10.000m



Doc: RP-014/10, Date: 20/12/2013, Issue:

APPENDIX F: ANTICIPATED SHIFT PATTERN AND TIMETABLING

Time Nursing 1 2 3 Services 1 2 Admin 10:00

Department Shift No of Staff Total 1:00Nursing/Care 1 1 per 4 32 2:00

2 1 per 5 25 3:003 1 per 15 8 4:00

Services 1 10 10 5:002 8 8 6:00

Admin 1 3 3 7:008:009:00

10:0011:00

Peak Demand 57 Cars 12:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

Shift Pattern

traffic engineering report for mackay regional council · • part 12 schedule 2 – vehicle...

Documents