Page 1 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
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TRAFFIC ENGINEERING REPORT For Mackay Regional Council · • Part 12 Schedule 2 – Vehicle Parking, Access and Manoeuvring Standards • Austroads Guide to Traffic Engineering Practise
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Page 1 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
Page 2 Project: 2 Alexandra Street, West Mackay
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
Buckley Vann 05/08/17 E 1
Buckley Vann 05/08/17 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
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.
Page 9 Project: 2 Alexandra Street, West Mackay
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
Page 10 Project: 2 Alexandra Street, West Mackay
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.
Page 11 Project: 2 Alexandra Street, West Mackay
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.
Page 12 Project: 2 Alexandra Street, West Mackay
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.
Page 13 Project: 2 Alexandra Street, West Mackay
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.
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
Page 14 Project: 2 Alexandra Street, West Mackay
Doc: RP-014/10, Date: 20/12/2013, Issue:
APPENDIX B: ENVIRONMENT AND INFRASTRUCTURE CODE
COMPLIANCE REPORT
Page 8
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.
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
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
SIGHTLINE SECTIONS - ACCESSDRIVEWAY
SKT02C3368
B PRELIMINARY ISSUE 19.09.17 CF
-
0 5 10 15m
(SCALE BEFORE REDUCTION)
SCALE 1:250 (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
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 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 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.
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 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
DRAWING REFERENCE NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH C3368-SKT12.
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 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
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
SISD SECTIONS - APPROACHINGVEHICLES
SKT12C3368
B PRELIMINARY ISSUE B 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
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
EXISTING LANSDOWNEROAD CL
1.25m DRIVER EYE HEIGHTAT INTERSECTION
LINE OF SIGHT BETWEEN 1.25mDRIVER EYE HEIGHT AND TRUCK D
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 AUG 17
A
A PRELIMINARY ISSUE 19.09.17 CF
CONCEPT INTERSECTION LAYOUTPLAN VEHICLES (SSD)
SKT21C3368
-
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
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 CONFLICT POINT.
DRAWING REFERENCE NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH C3368-SKT22.
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 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
INTERSECTION LAYOUT PLANSCALE 1:500
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.
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 AUG 17
A
A PRELIMINARY ISSUE 19.09.17 CF
SSD SECTIONS - APPROACHINGVEHICLES
SKT22C3368
-
0 5 10 15m
(SCALE BEFORE REDUCTION)
SCALE 1:250 (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
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
A
A PRELIMINARY ISSUE 21.04.17 CF
VEHICLULAR SWEPT PATH CHECK- MEDIUM RIGID VEHICLE
SKT03C3368
-
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
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
NOT FOR CONSTRUCTION
Page 18 Project: 2 Alexandra Street, West Mackay
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