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181002_25 Kauri St_Cooroy_B_Final · MCU18/0165
Attached to the e-mail Multiple Housing Type 4 Conventional - 17 units (Planning Report & Engineering Report) - MCU18/0165.
Engineering Report Material Change of Use (Multi-dwelling Units) 25 Kauri St, Cooroy (Lot 27 on C56016) 2 October 2018 Prepared By: 360 Civil Consulting Pty Ltd Prepared For: Calezac Pty Ltd Reference: 2018068–rpt001-Rev B Mobile: 0403 862 009 Email: [email protected] ABN: 13 609 593 339 ACN: 609 593 339
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Page 2
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Disclaimer This report has been prepared for the client. It is subject to the provisions of the agreement between 360 Civil Consulting Pty Ltd and the client. Report results should not be used for purposes other than those for which they were prepared. Report Status Reference Date Status Prepared By Reviewed By 2018068-rpt001-RevA 16/09/18 DRAFT BG CG 2018068-rpt001-RevA 25/09/18 Final BG CG 2018068-rpt001-RevB 02/10/18 Final BG
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
Table of Contents
1. Introduction ........................................................................................................................ 1
2. Data Sources ....................................................................................................................... 1
3. Site Description ................................................................................................................... 2
4. Proposed Development ...................................................................................................... 4
5. Access.................................................................................................................................. 4
6. Sight Distance Assessment ................................................................................................. 4
6.1 Available Sight Distance .......................................................................................................... 4
6.2 Sight Distance Requirements .................................................................................................. 6
6.4 Sight Distance Improvements ................................................................................................. 6
7. Car Parking and Turning Movements ................................................................................. 7
8. Frontage Works .................................................................................................................. 7
9. Stormwater Management – Quantity and Quality............................................................. 8
10. Earthworks .......................................................................................................................... 8
11. Waste Management ........................................................................................................... 8
12. Sewer Connection ............................................................................................................... 8
13. Water Connection and Fire Hydrant Location .................................................................... 9
14. Conclusion......................................................................................................................... 10
Appendix A – Development Layout by All Design and Drafting .............................................. 11
Appendix B – Contour and Detailed Survey prepared by Max Watterson & Associates ........ 13
Appendix C – Unitywater Sewer and Water Infrastructure Plan............................................. 15
Appendix D – Noosa Council Stormwater Infrastructure Plan ................................................ 17
Appendix E – 360 Civil Consulting Preliminary Engineering Drawings (P01 and P02) ............. 19
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
1. Introduction
This engineering report has been completed by 360 Civil Consulting Pty Ltd to provide
engineering advice on the proposed multiple dwelling unit development at 25 Kauri St,
Cooroy (Lot 27 on C56016). This report provides engineering information relating to access,
car parking and turning movements, frontage works, stormwater management, earthworks,
waste management and connection to services (sewer and water) for the proposed
development. It is intended that this report be included in the MCU development
application to Council.
A site inspection of the lot was undertaken on 27th July 2018.
This report should be read in conjunction with the proposed development layout completed
by All Design and Drafting (dated 18 July 2018) and the Stormwater Management Plan
completed by Hydrology and Water Management Consulting.
360 Civil Consulting has completed a preliminary engineering design plan for the
development site and preliminary driveway long sections for the internal access roads.
These preliminary engineering plans (Drawing No.’s P01 to P03) are contained in Appendix
E.
2. Data Sources
A summary of the data sources used for this engineering report is provided below.
Table 1 – Summary of Data Sources for 25 Kauri St, Cooroy
Data Source Comments Plan ID Contained In
Development All Design Shows development layout C01 Appendix A
Layout – Site Plan and Drafting
Dated 18/7/18
Contour and Max Contour and level information Ref: 93-224AE Appendix B
Detailed Survey Watterson &
Associates
DBYD Sewer and Unitywater Provides information Plan dated Appendix C
Water regarding existing sewer and 11/9/18
water service locations
Stormwater Noosa Provides information Plan dated Appendix D
Infrastructure Plan Council regarding existing stormwater 11/9/18
infrastructure
2018068 – Engineering Services Report Page 1 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
3. Site Description
Lot 27 on C56016 is 4,741m2 and is bounded by Kauri St to the west and Olivine St to the
east. The lot is currently vacant with no formal access crossover to either Kauri St or Olivine
St.
Under Council’s Planning Scheme both Kauri St and Olivine St are classified as “Local” roads.
Figure 1 – 25 Kauri St, Cooroy (Lot 27 on C56016) (Extract from Noosa Council Interactive Mapping)
25 Kauri St is a vacant lot and typically falls to the west at an approximate grade of 5%.
Kauri St and Olivine St are sealed roads however are not fully constructed with kerb and
channel along the development site frontage. An existing swale drain along both Kauri St
and Olivine St currently manages stormwater flows. The western side of Kauri St is fully
constructed with kerb, channel and a footpath.
2018068 – Engineering Services Report Page 2 of 18
Page 6
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Figure 2 – Kauri St frontage in front of 25 Kauri St Figure 3 – Olivine St frontage in front of 25 Kauri St 2018068 – Engineering Services Report Page 3 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
4. Proposed Development
The proposed development layout is contained in Appendix A and includes 17 multiple
dwelling units. Vehicular access to the development site will be via two crossovers to Kauri
St and one crossover to Olivine St.
5. Access
Access to the development site is proposed via two crossovers to Kauri St and one crossover
to Olivine St. The development site has over 220m of road frontage. The speed limit along
Kauri St and Olivine St is 50km/hr. None of the proposed crossover locations are within the
prohibited zone as stipulated in Figure 3.1 of AS2890.1. The provision of three access points
to the development site has the following benefits: -
Reduced queuing when entering and exiting the site;
Reduced internal movements past each unit due to residents being able to utilise the
crossover closest to their unit;
The 25m separation between the two Kauri St crossovers provides separation
between the access locations and accommodates on-street parking on the eastern
side of Kauri St; and
The internal road layout and the crossover locations will enable direct entry and exit
for Waste Collection Vehicles and service vehicles, ensuring that no on-site reversing
of large vehicles occurs.
360 Civil Consulting believe that the provision of three crossover locations does not
adversely impact on the surrounding road network.
It is proposed that all crossovers be concrete construction and generally in accordance with
standard drawing IPWEA RS-051 (Type A) with grades that are compliant with AS2890.1 and
standard drawing IPWEA RS-050.
6. Sight Distance Assessment
6.1 Available Sight Distance
A desktop analysis has been undertaken to assess the available sight distance from the three
access locations. The assessed sight distances are provided in Table 2.
2018068 – Engineering Services Report Page 4 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
Table 2 – Available Sight Distance (desktop assessment) from Proposed Access Locations
at 25 Kauri St, Cooroy
Access Location and Estimated Available Sight Sight Distance Obstruction
Direction of Sight Distance Distance (m)
Northern Kauri St Access – >80m Verge vegetation and horizontal road
north alignment
Northern Kauri St Access – >200m No obstruction
south
Southern Kauri St Access – >90m Verge vegetation and horizontal road
north alignment
Southern Kauri St Access – >160m No obstruction
south
Olivine St Access – north ~ 94m 90 degree bend at the northern end of
Olivine St
Olivine St Access - south ~ 106m Intersection of Olivine and Kauri St
There is an existing street tree on Kauri St, just north of the site. This is currently
obstructing the available sight distances. This street tree will need to be removed in order
to complete the required kerb and channel, stormwater and sewer connection work along
Kauri St. The removal of this street tree has been accounted for in the above available sight
distance measurement. The tree that will require removal is identified in Figure 4 below.
Street tree to be removed
Figure 4 – Kauri St verge vegetation removal
2018068 – Engineering Services Report Page 5 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
6.2 Sight Distance Requirements
This sight distance assessment is against the requirements as described in Figure 3.2 “Sight
Distance Requirements at Access Driveway” in AS2890.1.
Minimum sight distance requirements have been calculated in accordance with Figure 3.2 of
AS2890.1 and a summary of these results are provided in Table 3 below.
Table 3 – Summary of sight distance requirements
Frontage Road AS2890.1 Measured Sight Distance
Approach Speed (desktop assessment)
Direction Desirable 5s (Min SSD)
km/h Gap (m) (m)
(m)
Northern Kauri St >80m
50 69 45
Access – north
Northern Kauri St >200m
50 69 45
Access – south
Southern Kauri St >90m
50 69 45
Access – north
Southern Kauri St >160m
50 69 45
Access – south
Olivine St Access – ~ 94m
50 69 45
north
Olivine St Access - ~ 106m
50 69 45
south
As demonstrated in Table 3, the sight distances for all of the proposed access locations
comply with the requirements of Figure 3.2 in AS2890.1.
6.4 Sight Distance Improvements
As identified in Section 6.1 above, the existing verge tree on Kauri St, just north of the site
will need to be removed in order to achieve adequate sight distances. The removal of this
verge tree is also required to construct the kerb and channel, stormwater infrastructure and
sewer infrastructure along Kauri St.
2018068 – Engineering Services Report Page 6 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
7. Car Parking and Turning Movements
The development is proposing a mix of two and three bedroom units. There are 13 two-
bedroom units and 4 three-bedroom units proposed. The overall car parking provision for
the site is 29 car parking spaces consisting of the following make up: -
8 car parks accommodated in 4 double garages for the three-bedroom units;
13 car parks accommodated in 13 single garages for the two-bedroom units;
4 visitor car parks including 1 accessible car park;
4 shared car parks for residents
The Noosa Plan requires 29 car parking spaces be provided and the development is
compliant with this car parking requirements.
Internal aisle widths are a minimum 6.4m which is in excess of the aisle and apron width
requirements of AS2890.1. As a result of the internal driveway and car parking layout being
compliant with AS2890.1, vehicle sweep paths are not required.
Under Council’s Planning Scheme a “Local” road type has a minimum road reserve width of
17m with an 8m sealed carriageway (kerb to kerb). This equates to a minimum verge width
of 4.5m. The Olivine St (development side) verge width is approximately 11m which is in
excess of the minimum cross section profile requirements for a Local road. As a result of
this there is potential to accommodate some on-street parking along Olivine St either in a 90
degree or parallel parking arrangement. Any on-street parking provided by the
development is additional to the requirements of the development and would be subject to
discussion and agreement between the developer and Council.
8. Frontage Works
The existing road along Kauri St and Olivine St, in front of the development site, is a sealed
road but does not have kerb and channel. The verge profile does not currently
accommodate footpath infrastructure and stormwater is managed via grassed swale drains
along the development frontage.
As part of the development, road frontage upgrade works will include: -
Road widening of Kauri St to achieve an 8m carriageway width;
Kerb and channel along the Kauri St development frontage;
Drainage infrastructure along Kauri St to connect to existing drainage infrastructure;
2m wide concrete footpath along Kauri St and Olivine St;
Kerb and channel along the Olivine St development frontage;
Longitudinal stormwater infrastructure along Olivine St (subject to detailed design).
2018068 – Engineering Services Report Page 7 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
360 Civil Consulting Drawings P01 to P03 are contained in Appendix E and detail the extent
of the required frontage works.
9. Stormwater Management – Quantity and Quality
Hydrology and Water Management Consulting (HWMC) have been engaged to complete a
Stormwater Management Plan for the development. Please refer to this report for full
details of the WBNM modelling undertaken to determine stormwater detention and MUSIC
modelling undertaken to determine stormwater bio-retention basin requirements.
HWMC have determined that the development site must provide: -
36m2 filter area; and
100m3 on-site detention with 240mm dia outlet orifice.
360 Civil Consulting Drawings P01 to P03 are contained in Appendix E and show the
proposed location of the bio-retention basin and the on-site detention. It is proposed that
the on-site detention will be split between approximately 50m3 accommodated in the bio-
retention / detention basin and the remaining 55.5m3 accommodated in underground
detention tanks. The outlet for this stormwater system will be to the existing council
stormwater infrastructure on Kauri St, north of the development. The bio-retention basin
will have a 900mm weir to allow the overflow of large storm events onto Kauri St.
10. Earthworks
The existing low point of the development site is the north-western corner of the lot where
the proposed bio-retention / detention basin will be located. In order to achieve a
stormwater gravity discharge system to the bio-retention basin some filling of the lot will be
required. Preliminary calculations indicate that a balanced cut/fill over the site will not be
achieved and that some imported fill will be required. Some retaining along the Kauri St
frontage will also be required to accommodate this fill. It is anticipated that retaining will be
less than 1m in height.
11. Waste Management
The development will be accommodated with a bulk bin storage area and the proposed
location is shown on 360 Civil Consulting Drawing No. P01. On-site waste collection will
occur with the Waste Collection Vehicle (WCV) accessing via either Olivine St or Kauri St to
collect the waste. Due to the internal road layout the WCV will be able to enter and exit the
site in a forwards gear and no on-site reversing will be required.
12. Sewer Connection
The Dial Before You Dig sewer infrastructure plan for the development site is contained in
Appendix C. There is an existing sewer reticulation main that traverses the north-eastern
2018068 – Engineering Services Report Page 8 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
corner of the lot and connects to a sewer reticulation main on Olivine St on the opposite
side to the development site.
The north-eastern corner of the lot is the high point of the lot and achieving a connection
into this sewer would not be achievable without significant fill occurring over the site. It is
not proposed to connect into this sewer reticulation main.
Achieving a sewer connection to the Olivine St sewer reticulation main would also result in
additional fill over the site.
The preferred connection for the site is a new sewer connection via an extension of the
sewer reticulation main from Agate St to the north-western corner of the development site.
This proposed sewer alignment is indicatively shown on 360 Civil Consulting Drawings P01
and P02.
The development will be serviced via a new 150mm dia house connection branch from this
new 150mm dia sewer reticulation main.
A review of Unitywater’s Netserv Plan Planning Assumptions Mapping indicates that the lot
has an ultimate development allowance of 30.97EP which is anticipated to be sufficient to
service the proposed 17 unit development.
An application to Unitywater for the sewer reticulation extension and new house
connection branch will be required.
13. Water Connection and Fire Hydrant Location
The Dial Before You Dig water infrastructure plan for the development site is contained in
Appendix C. There is an existing 300mm dia AC trunk water main located along the Olivine
St development frontage. There is also an existing 200mm dia AC water reticulation main
along the southern side of Olivine St and an existing 150mm dia water reticulation main
along the western side of Kauri St. The development site has an existing water meter
located halfway along the Olivine St frontage. This water meter will need to be upgraded to
a master meter (by Unitywater) and sub-meters will also be provided for each unit (by the
developer). The existing water service crossing may need to be upgraded to accommodate
the master meter. All costs associated with the water master meter upgrade and sub-meter
installation will be borne by the developer.
There are two fire hydrants on Kauri St opposite the development site and two fire hydrants
on Olivine St opposite the development site. No new fire hydrants are proposed to be
installed external to the site. Internal fire protection requirements will be addressed during
the detailed design stage by the building hydraulics designer.
2018068 – Engineering Services Report Page 9 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd
A review of Unitywater’s Netserv Plan Planning Assumptions Mapping indicates that the lot
has an ultimate development allowance of 30.97EP which is anticipated to be sufficient to
service the water requirements for the proposed 17 unit development.
An application to Unitywater for the water meter upgrade will be required.
14. Conclusion
Based on the information contained within this report it is considered that the proposed
development can be readily undertaken with no significant engineering constraints, and in
general compliance with the Noosa Plan and other relevant standards and codes.
The findings of this report are limited to the areas of interest, and have been based on a
desktop analysis and site inspection.
2018068 – Engineering Services Report Page 10 of 18
Page 14
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Appendix A – Development Layout by All Design and Drafting 2018068 – Engineering Services Report Page 11 of 18
Page 15
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd 2018068 – Engineering Services Report Page 12 of 18
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25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Appendix B – Contour and Detailed Survey prepared by Max Watterson & Associates 2018068 – Engineering Services Report Page 13 of 18
Page 17
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd 2018068 – Engineering Services Report Page 14 of 18
Page 18
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Appendix C – Unitywater Sewer and Water Infrastructure Plan 2018068 – Engineering Services Report Page 15 of 18
Page 19
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd 2018068 – Engineering Services Report Page 16 of 18
Page 20
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Appendix D – Noosa Council Stormwater Infrastructure Plan 2018068 – Engineering Services Report Page 17 of 18
Page 21
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd 2018068 – Engineering Services Report Page 18 of 18
Page 22
25 Kauri St, Cooroy 360 Civil Consulting Pty Ltd Appendix E – 360 Civil Consulting Preliminary Engineering Drawings (P01 and P02) 2018068 – Engineering Services Report Page 19 of 18
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ABN: 13 609 593 339
No Date Amendment
Design: J.A.G FOR APPROVAL CLIENT: CALEZAC PTY LTD JOB NUMBER
PO Box 5028 Drawn: J.A.G PROJECT: PROPOSED MULTI UNIT DEVELOPMENT
Maroochydore BC 2018068
QLD 4558 Date: 12-09-18
BEATRICE GIBBERD RPEQ 14557 AT: 25 KAURI STREET, COOROY
DRAWING No:
Mobile: 0403 862 009 Checked: B.G. DATE: 12-09-18 LOT 27 ON C56016
Email: [email protected]
Datum: A.H.D. Size: A3 TITLE: PRELIMINARY ENGINEERING DESIGN PLAN
2018068-P01
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD.
Page 24
DATUM RL 104.000
HORIZONTAL CURVES L3.1 L13.71 L18.11 L48.45 L15.33
VERTICAL CURVES L1.43 L0.28L1.5 L6.64 L5.93 L77.66 L0.5
L1.5 L1.5
L0.27
L1.5
-3% -10.9%12.5% 2.5% 12.5% 4.6% -5%
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VERTICAL GRADES L1.43 L0.28 L1.5 L6.64 L5.93 L77.66 L0.5
L1.5 L1.5
L0.27
L1.5
106.878
106.835
106.805
106.980
106.993
107.037
107.159
107.178
107.803
107.900
107.947
108.094
108.324
108.554
108.780
108.784
109.014
109.244
109.474
109.704
109.934
110.164
110.394
110.624
110.854
111.009
111.084
111.314
111.472
111.447
111.420
111.409
111.222
111.252
111.296
DESIGN
106.878
106.597
106.544
106.539
106.579
106.923
107.170
107.178
107.423
107.459
107.500
107.631
107.859
108.011
108.139
108.142
108.328
108.525
108.729
108.934
109.132
109.334
109.559
109.883
110.173
110.353
110.433
110.651
110.877
110.906
110.998
111.040
111.181
111.199
111.297
SURVEY
15.775
16.805
83.357
93.431
93.931
95.431
96.931
97.206
98.683
CHAINAGE
1.425
3.097
9.843
34.91
1.7
3.2
10
15
20
25
30
35
40
45
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55
60
65
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DRIVEWAY 1 - LONGITUDINAL SECTION
DATUM RL 104.000
HORIZONTAL CURVES L3.13 L14.73 L51.52
VERTICAL CURVES L1.44 L0.28
L1.5 L9.24 L4.79 L48.94 L3.21
-3% -10.9%12.5% 2.5% 12.5% 3.9% -3%
VERTICAL GRADES L1.44 L0.28 L1.5 L9.24 L4.79 L48.94 L3.21
107.018
106.974
106.945
107.122
107.132
107.302
107.363
107.962
107.986
108.069
108.456
108.844
109.231
109.619
109.858
109.761
DESIGN
107.018
107.000
106.982
106.838
106.868
107.306
107.440
107.744
107.785
107.879
108.178
108.309
108.540
108.801
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PRELIMINARY
12.451
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CHAINAGE
1.439
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69.39
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RD2 - LONGITUDINAL SECTION DESIGN
A1 HORZ SCALE 1:200
A1 VERT SCALE 1:200
0 2 4 6 8 10m
SCALE 1:200 A3
ABN: 13 609 593 339
No Date Amendment
Design: J.A.G FOR APPROVAL CLIENT: CALEZAC PTY LTD JOB NUMBER
PO Box 5028 Drawn: J.A.G PROJECT: PROPOSED MULTI UNIT DEVELOPMENT
Maroochydore BC 2018068
QLD 4558 Date: 12-09-18
BEATRICE GIBBERD RPEQ 14557 AT: 25 KAURI STREET, COOROY
DRAWING No:
Mobile: 0403 862 009 Checked: B.G. DATE: 12-09-18 LOT 27 ON C56016
Email: [email protected]
Datum: A.H.D. Size: A3 TITLE: PRELIMINARY DRIVEWAY LONGITUDINAL SECTIONS
2018068-P02
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD.
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HORIZONTAL CURVES }eihy ae ==
VERTICAL CURVES | 5 44 Tag8 To.24 1479 148.94 13.24
-3% |-10.994 2.5% 2.5% 12.5% 3.9% -3%
VERTICAL GRADES L1.44 LO. Las 19.24 L4.79 48.94 13.21
2} xlolalay al al ale] 2 2 = = ° el x
DESIGN iS] B/S/Q/2 8 8 8/8) 8 g & g & 8 Rg
Ss 5} 5 5/5] 8 8 8 8 8 gs} 8
SURVEY S| 3/8/88 gs} § 18] § gz g 3 3 gs. 8
oo S| §/8/8/8 5] 8 5/5) 8 8 8 8 | 8
CHAINAGE ale|e|s 5 alg ag]
el = Fals | si ele 8 8 g g g gl 2 PRELIMINARY
RD2 - LONGITUDINAL SECTION DESIGN
A1 HORZ SCALE 1:200
A1 VERT SCALE 1:200
0 2 4 6 8 tom
SCALE 1:200 A3
ABN: 13 609 593 339 LN°|_2te Amendment Design: J.A.G FOR APPROVAL cient: | CALEZAC PTY LTD JOB NUMBER
CIVIL PO Box 5028 Drawn: JAG RS prouect: PROPOSED MULTI UNIT DEVELOPMENT 2018068
Maroochydore BC
CONSULTING / QLD 4558 Date: 12-09-18 BEATRICE GIBBERD RPEQ 14557 | At: 25 KAURI STREET, COOROY DRAWING No.
Mobile: 0403 862 009 Checked: B.G. DATE: 72-09-18 LOT 27 ON C56016
Email: [email protected] 2018068-P02
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD. Datum: A.H.D. Size: A3 Title: PRELIMINARY DRIVEWAY LONGITUDINAL SECTIONS
Page 25
0.30m FREEBOARD
0.3m FREEBOARD
0.3m FREEBOARD
0.40m STORAGE
0.2m EXTENDED
DETENTION
PRELIMINARY
DESIGN
0 1.0 2.0 3.0 4.0 5.0m
SCALE 1:100 A3
ABN: 13 609 593 339
No Date Amendment
Design: J.A.G FOR APPROVAL CLIENT: CALEZAC PTY LTD JOB NUMBER
PO Box 5028 Drawn: J.A.G PROJECT: PROPOSED MULTI UNIT DEVELOPMENT
Maroochydore BC 2018068
QLD 4558 Date: 12-09-18
BEATRICE GIBBERD RPEQ 14557 AT: 25 KAURI STREET, COOROY
DRAWING No:
Mobile: 0403 862 009 Checked: B.G. DATE: 12-09-18 LOT 27 ON C56016
Email: [email protected]
Datum: A.H.D. Size: A3 TITLE: PRELIMINARY BIOBASIN/DETENTION TANK SECTION
2018068-P03
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD.
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