TRAFFIC ENGINEERING REPORT For Mackay Regional Council · • Part 12 Schedule 2 – Vehicle...
Transcript of TRAFFIC ENGINEERING REPORT For Mackay Regional Council · • Part 12 Schedule 2 – Vehicle...
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
0 - - -
1
2
3
4
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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
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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)
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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.
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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.
Page 7 Project: 2 Alexandra Street, West Mackay
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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
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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.
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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
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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.
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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.
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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.
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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
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5
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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
Page 14 Project: 2 Alexandra Street, West Mackay
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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.
Page 15 Project: 2 Alexandra Street, West Mackay
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APPENDIX C: SSID & ASD ANALYSIS
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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
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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
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
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CON
SULT
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ENGI
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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 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
DRAWING REFERENCE NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH C3368-SKT01.
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
NOT FOR CONSTRUCTION
T
1
5
0
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1
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0
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200
R
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F
D
E
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 APPROACHING VEHICLES
(SISD) SKT11C3368
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 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
PART 4A SECTION 7.5.3
R 280m
R 280m R 280m
R 280m
SISD SIGHT LINE (MS03)
SSID SIGHT LINE (MS04)
INTERSECTION LAYOUT PLANSCALE 1:500
NOT FOR CONSTRUCTION
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
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
DIRECTION OF WESTBOUND TRAVEL
DIRECTION OF EASTBOUND TRAVEL
SAFE INTERSECTION SIGHT DISTANCELONGITUDINAL SECTION (MS04)
SCALE 1:500
SAFE INTERSECTION SIGHT DISTANCELONGITUDINAL SECTION (MS03)
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. 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
DRAWING REFERENCE NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH C3368-SKT11.
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)
ITEM VALUE ADOPTED REMARKS
DESIGN SPEED 60 KM/H2 SECOND REACTION TIME, 123m MIN.SISD ADOPTED AS PER AUSTROADSPART 4A TABLE 3.2
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
0 5 10 15m
(SCALE BEFORE REDUCTION)
SCALE 1:250 (A1)
NOT FOR CONSTRUCTION
T
1
5
0
W
1
5
0
S
S
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S
S
S
S
S
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R
W
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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
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/ / /
/ / /
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/ / /
/ / / / / /
/ / /
/ / /
/ / /
/ / /
HG
E
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 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.
SSD SIGHT LINE (MS05)SSD SIGHT LINE (MS06)
NOT FOR CONSTRUCTION
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 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
CONSTRUCTION.
REAL PROPERTY DESCRIPTIONLOT 2 ON RP810432
EYE HEIGHT OF DRIVERTRAVELLING WESTBOUND
TOWARDS AGED CAREFACILITY INTERSECTION
EXISTING LANSDOWNEROAD CL
0.2m HIGH OBJECT ATINTERSECTION
LINE OF SIGHT BETWEEN 0.2mHIGH OBJECT AND TRUCK D
DIRECTION OF WESTBOUND TRAVEL
SAFE STOPPING SIGHT DISTANCELONGITUDINAL SECTION (MS06)
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. 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
DRAWING REFERENCE NOTES:1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH C3368-SKT21.
TRUCK H. REFER DRG C3368-SKT21FOR LOCATION ON PLAN
CONFLICT POINT E. REFER DRGC3368-SKT21 FOR LOCATION ONPLAN
SAFE STOPPING SITE DISTANCE CALCULATIONTABLE (MS06)
ITEM VALUE ADOPTED REMARKS
DESIGN SPEED 80 KM/H2 SECOND REACTION TIME, 114m MIN.SISD ADOPTED AS PER AUSTROADSPART 4A TABLE 3.1
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
OBJECT HEIGHT 0.2m ADOPTED AS PER AUSTROADS PART 3TABLE 5.1
EYE HEIGHT OF DRIVERTRAVELLING WESTBOUNDTOWARDS AGED CAREFACILITY INTERSECTION
EXISTING LANSDOWNEROAD CL
0.2m HIGH OBJECT ATINTERSECTION
LINE OF SIGHT BETWEEN 0.2mHIGH OBJECT AND TRUCK E
DIRECTION OF WESTBOUND TRAVEL
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)
ITEM VALUE ADOPTED REMARKS
DESIGN SPEED 60 KM/H2 SECOND REACTION TIME, 114m MIN.SISD ADOPTED AS PER AUSTROADSPART 4A TABLE 3.1
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
OBJECT HEIGHT 0.2m ADOPTED AS PER AUSTROADS PART 3TABLE 5.1
NOT FOR CONSTRUCTION
Page 16 Project: 2 Alexandra Street, West Mackay
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APPENDIX D: MACKAY REGIONAL COUNCIL TRAFFIC IMPACT
ASSESSMENT
Page 17 Project: 2 Alexandra Street, West Mackay
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APPENDIX E: SWEPT PATH ANALYSIS
1
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RM
RM
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/ / /
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M
RV
- M
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Rig
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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
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CON
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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
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
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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