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Appendix C - Amended Engineering Plans
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Log in to see the plans as drawn ENGINEERING SERVICES REPORT
PALM LAKE RESORT, COOROY – STAGE 6
RETIREMENT LIVING RESIDENTIAL DEVELOPMENT
20 Trading Post Road, Cooroy QLD
PALM LAKE WORKS PTY LTD
MARCH 2018
REVISION 03
Pinnacle Engineering Group
ABN: 80 608 431 625
P.O. Box 517 Paradise Point QLD 4216
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Section 2
Pinnacle Engineering Group © 2018 This document was prepared for the exclusive use of the client in accordance with the terms and conditions of the agreement between Pinnacle Engineering Group and the client. Pinnacle Engineering Group owes no duty to any third party with respect to, and shall not be deemed liable to the extent that any third party relies upon the information contained within this document. Pinnacle Engineering Group advises that this document is copyright. Other than for the purposes and subject to the conditions prescribed under the Copyright Act 1968 (Commonwealth), no part of this document may be reproduced in any form or by any means being electronic, mechanical, micro-copying, photocopying, recording or other or stored in a retrieval system or transmitted without the prior written permission of Pinnacle Engineering Group. In accordance with the requirements of the Queensland Professional Engineers Act 2002, this document was prepared under the supervision of, reviewed and approved by the following experienced Registered Professional Engineer of Queensland (RPEQ). Bogdan Popa (RPEQ No. 12349) Pinnacle Engineering Group P.O. Box 517 Paradise Point, QLD 4216 PH: +61 434 997 989 E: [email protected] www.pinnacleeng.com.au
Section 3
Document control
Rev Date issued Review Approved Approved on Revision type
01 10-November-2017 A. Cresswell B. Popa 10-November-2017 Issued for comment
02 12-November-2017 A. Cresswell B. Popa 12-November-2017 Issued for use
03 8-March-2018 A. Cresswell B. Popa 8-March-2018 Minor revisions
Distribution of copies
Revision Quantity Distribution
01 1.pdf Palm Lake Works Pty Ltd
02 1.pdf Palm Lake Works Pty Ltd
03 1.pdf Palm Lake Works Pty Ltd
Printed: 8 March 2018
Last saved: 08/03/2018 11:52
P:\Projects\PEG0360_20 Trading Post Road, Cooroy\03 Reports\01 Engineering
File name:
Report\180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Author: Bogdan Popa
Project manager: Andrew Cresswell
Name of organisation: Pinnacle Engineering Group
Name of project: Palm Lake Resort, Cooroy
Name of document: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Document version: REV 03
Project number: PEG0360
Section 4
Table of Contents
1 Introduction............................................................................................................... 6
1.1 Scope ......................................................................................................................................................... 6
1.2 Site Description........................................................................................................................................... 6
1.2.1 Site Location................................................................................................................................. 6
1.2.2 Site Features and Topography ..................................................................................................... 6
1.2.3 Proposed Development ................................................................................................................ 7
2 Stormwater Drainage ................................................................................................ 8
2.1 Existing Drainage System........................................................................................................................... 8
2.2 Proposed Drainage Works.......................................................................................................................... 8
3 Water Reticulation .................................................................................................... 9
3.1 Existing Infrastructure ................................................................................................................................. 9
3.2 Development Water Reticulation Demand .................................................................................................. 9
3.3 Proposed Water Reticulation Works ......................................................................................................... 10
4 Sewerage Reticulation............................................................................................ 11
4.1 Existing Infrastructure ............................................................................................................................... 11
4.2 Proposed Demand .................................................................................................................................... 11
5 Bulk Earthworks ..................................................................................................... 12
5.1 Design Requirements ............................................................................................................................... 12
5.2 General Site Earthworks ........................................................................................................................... 12
5.3 Retaining Structures ................................................................................................................................. 12
5.4 Acid Sulphate Soils ................................................................................................................................... 12
5.5 Erosion and Sediment Management......................................................................................................... 12
6 Electrical and Telecommunications ...................................................................... 13
7 Impacts on Local Infrastructure and Likely Upgrades ......................................... 14
8 Reference Documentation ..................................................................................... 15
Appendices
A Proposed Development Plans
B Existing Features and Topography
C Engineering Layouts
D DBYD
E Palm Lake Resort, Cooroy Design Drawings
Section 5
List of Tables Table 3.1: Water Demand Factors and Consumption Rates (Palm Lake Resort, Cooroy – Stage 6 Only) ................................................................................................................... 9 Table 4.1: Residential Sewerage Demands (Palm Lake Resort, Cooroy – Stage 6 Only) ............ 11 Table 7.1: Local Infrastructure Impacts and Required Upgrades ......................................... 14 List of Figures Figure 1.1: Map View (Source: Google Maps) ................................................................ 7 Figure 1.2: Aerial View (Source: Google Maps)............................................................... 7
Section 6
1 Introduction
Pinnacle Engineering Group (Pinnacle) was engaged by Palm Lake Works Pty Ltd to undertake the
preliminary engineering investigations to provide supporting documentation for the development approval for a
Multiple Housing – Type 3 Retirement and Special Needs (10 units) retirement living development located at
20 Trading Post Road, Cooroy QLD, within the local authority of the Noosa Council (NC).
1.1 Scope
This report covers the following civil engineering elements associated with the proposed development
including:
Stormwater Drainage;
Water Supply;
Sewerage Reticulation;
Bulk Earthworks; and
Electrical and Telecommunications.
1.2 Site Description
1.2.1 Site Location
Street Address - 20 Trading Post Road, Cooroy QLD
RP Description - Lot 101 on SP287641
Total Site Area - 0.5791 Hectares
Current Zoning - Rural
Proposed Use - Resort Living Residential
Local Authority - NC
Refer to Figure 1.1 for the site location.
1.2.2 Site Features and Topography
The subject site is currently occupied by an existing residence and auxiliary structures located within the
eastern portion of the site. A dam is located within the western portion of the subject site with medium density
vegetation being located throughout the site. All structures and vegetation will be removed from site as part of
the proposed development works.
An existing easement is located along the eastern boundary of the subject site.
The highest elevation of the subject site of approximately RL102.79m AHD is reached at the western
boundary of the subject site with the lowest elevation of approximately RL97.20m AHD reached at the
northeast corner of the subject site.
An existing features and topography layout of the subject site is included within Appendix B. Refer to Figure
1.2 for the existing aerial view of the site.
Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 6 of 21
File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 7
1.2.3 Proposed Development
The proposed development will deliver Stage 6 of the Palm Lake Resort, Cooroy and will comprise of 10
additional independent living dwellings that result in a total of 230 dwellings within the retirement community.
The proposal has ensured associated infrastructure within the eastern portion of the subject site is maintained.
Vehicular access will be provided through the Palm Lake Resort to the south and west of Stage 3 which is
currently under construction. Plans detailing the proposed development are included in Appendix A.
Site Location
Figure 1.1: Map View (Source: Google Maps)
Site Location
Figure 1.2: Aerial View (Source: Google Maps)
Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 7 of 21
File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 8
2 Stormwater Drainage The strategy and constraints associated with stormwater drainage were assessed as part of a separate investigation by Calibre Consulting and are not covered in detail within this report. A summary of the stormwater drainage elements is provided in the following sections of this report. 2.1 Existing Drainage System Stormwater runoff from the subject site currently discharge via overland sheet flow over the northern property boundary. No existing Council stormwater network has been identified downstream of the subject site as part of this investigation. 2.2 Proposed Drainage Works It is intended to direct the stormwater discharge from the subject site to detention and treatment infrastructure, to attenuate and treat the site’s stormwater runoff during the post-development scenario prior to discharge to the Lawful Point of Discharge. For additional details on the prevailing stormwater drainage conditions, strategy and constraints please refer to the Site Based Stormwater Management Plan for the subject site prepared by Calibre Consulting. An engineering services layout detailing the proposed services for the site is included in Appendix C. Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 8 of 21 File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 9
3 Water Reticulation
3.1 Existing Infrastructure
A review of Dial Before You Dig (DBYD) data has confirmed the location of existing water reticulation mains
within the Trading Post Road and Prospect Place road reserves to the south of the subject site.
An existing 150mm uPVC water main is located with the Trading Post Road reserve to the south of the subject
site with additional water mains currently under construction within the surrounding stages of the Palm Lake
Resort, Cooroy.
The design documentation for the existing Palm Lake Resort stages is included within Appendix E with the
DBYD data included within Appendix D.
3.2 Development Water Reticulation Demand
The proposed development’s water reticulation demands on the existing potable water infrastructure were
established using the methods described in the SEQ WS&S D&C Code. These demands were used to
determine the consumption rates for the proposed development. Potable water demand factors and flow
parameters have been taken from Table 4.1 and Table A17, respectively, to determine the potable water
consumption rates for the proposed development.
The results are presented in Table 3.1.
Table 3.1: Water Demand Factors and Consumption Rates (Palm Lake Resort, Cooroy – Stage 6 Only)
Design Parameter Stage 3 Potable Water Factors
Area of Land 0.5796 Hectare
Development Type Multiple Housing – Type 3 Retirement and Special Needs
ET 10
EP/ET Conversion factor 2.7
EP 27 EP
Estimated Non-Revenue Water (NRW) 30 L/EP/day
Average Day Flow (AD) 230 L/EP/day + NRW (260L/EP/day)
Mean Day Max Month (MDMM) / AD 1.5
Peak Day (PD) / AD 2.0
Peak Hour (PH) / PD 2.0
PH / AD 4.0
AD 7,020L/day or 0.0813L/sec
MDMM 10,125L/day or 0.1172L/sec
PD 13,230L/day or 0.1531L/sec
PH (Maximum) 25,650L/day or 0.2969L/sec
Fire Flow 15L/sec for 2 hours
Peak Hour Demand 15.297L/sec
The maximum hour demand of 0.2969L/sec plus the fire flow demand of 15L/sec equals a total flow demand
of 15.297L/sec. With a maximum velocity of 2.5m/s, the proposed multiple housing would require a minimum
internal diameter of 88mm. Therefore, it is proposed to utilise the proposed 100mm diameter potable water
mains to service the proposed development.
Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 9 of 21
File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 10
3.3 Proposed Water Reticulation Works The proposed extension to the adjoining Manufactured Home Estate will be serviced by the existing water infrastructure provided by the Palm Lake Resort’s existing stages that are currently being constructed. It is envisaged that the water reticulation detailed design will be undertaken by a Pinnacle during the detailed design phase of the project. Engineering services layouts detailing the proposed services for the site is included in Appendix C. Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 10 of 21 File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 11
4 Sewerage Reticulation
4.1 Existing Infrastructure
A review of the DBYD data has revealed the location of existing sewerage reticulation within the Trading Post
Road and Prospect Place road reserves to the south of the subject site.
It is understood that an additional DN160mm PE sewerage main is located within an existing easement which
runs along the subject site’s eastern boundary. This sewer grades to the north and joins the existing
sewerage reticulation network to the east of the subject site.
The design documentation for the existing Palm Lake Resort stages is included within Appendix E with the
DBYD data included within Appendix D.
4.2 Proposed Demand
The demands on the existing sewer infrastructure were established using the methods described in SEQ
WS&S D&C Code. These demands were used to determine the consumption rates for the proposed
development. The sewer demand factors and flow parameters have been taken from Table 10 and Table
A17, respectively, to determine the consumption rates for the proposed development.
The results are presented in Table 4.1 below.
Table 4.1: Residential Sewerage Demands (Palm Lake Resort, Cooroy – Stage 6 Only)
Design Parameter Stage 3 Sewerage Values
Area of Land 0.5796 Hectare
Development Type Multiple Housing – Type 3 Retirement and Special Needs
ET 10
EP/ET Conversion factor 2.7
EP 27 EP
Average Dry Weather Flow (ADWF) 210 L/EP/Day
C2 (C2= 4.7 x EP-1.05) 3.33
ADWF 5.670kL/day or 0.066L/sec
PDWF (C2x ADWF) 18.853kL/day or 0.218L/sec
PWWF (5 x ADWF) 28.350kL/day or 0.328L/sec
Design Flow 0.328L/sec
Based on the above assessment it is envisaged that the proposed development will place a demand of
0.328L/sec during PWWF on the downstream sewerage network.
Engineering services layouts detailing the proposed sewerage infrastructure is included in Appendix C.
Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 11 of 21
File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 12
5 Bulk Earthworks 5.1 Design Requirements Earthworks for the site will be designed generally in accordance with the requirements of the Noosa Plan – Planning Scheme Policy 5 – Engineering Design Standards: Roads, Drainage and Earthworks as appropriate to the regulatory control and the Australian Standard for Earthworks for Commercial and Residential Development (AS3798-2007). 5.2 General Site Earthworks A soil assessment report will need to be prepared by a geotechnical engineer to provide a guide to the treatment of the subject site prior to and during the earthworks construction and suitability for building foundation construction. It is intended to accommodate any level differences with a series of maintainable batters or retaining walls and therefore mitigating the disturbance to the natural topography. It is also intended to utilise all of the suitable material won onsite and therefore is not envisaged to be any spoil off site. The key variables associated with the site’s earthworks are the depth and distribution of the existing materials and the strength and depth profile of the substrata material. It is advised that the soil report for the site investigates these key items in depth to ensure that suitable soil treatments, accurate cost estimation and building design can be facilitated. 5.3 Retaining Structures Where retaining structures are required they will be designed such that the maximum height of this will be limited to 1.5m and in accordance with the Noosa Plan and AS4678-2007. Retaining structures will not encroach onto any adjoining property or road reserve. 5.4 Acid Sulphate Soils A review of the NC Interactive Online Mapping System has determined that the subject site is located outside of the mapped Acid Sulphate Soil zone. 5.5 Erosion and Sediment Management Erosion protection measures will be incorporated during the construction phase with these measures being designed and documented as a part of the detailed civil works for the site. Ultimately, during the operational phase of the project, the sediment management will be through the use of soft landscaping to ensure erosion is kept to a minimum. Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 12 of 21 File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 13
6 Electrical and Telecommunications A Dial Before You Dig (DBYD) investigation was undertaken to confirm the location of existing electrical and telecommunications services within the vicinity of the subject site. The DBYD investigation confirmed the location of underground telecommunications infrastructure, owned and operated by Telstra, within the adjacent Trading Post Road reserve to the south of the subject site. Additional telecommunications infrastructure is located within the adjacent stages of the Palm Lake Resort, Cooroy. Similarly, underground powerlines, owned and operated by Energex, are located within the adjacent Trading Post Road reserve to the south of the subject site. Additional powerlines are located within the adjacent stages of the Palm Lake Resort, Cooroy. It is envisaged that the proposed development will connect to the existing services within the adjacent road reserves as outlined above. The connections to the electrical and telecommunications networks will be undertaken by specialist consultants during the detailed design phase of the project. The DBYD data is included in Appendix D with the location of the existing telecommunications and electrical infrastructure shown on the engineering services layout included in Appendix C. Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 13 of 21 File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 14
7 Impacts on Local Infrastructure and Likely Upgrades
The proposed Multiple Housing – Type 3 Retirement and Special Needs development will result in additional
loads on the available surrounding infrastructure with additional infrastructure required to service the subject
site.
Discussions with the relevant authorities will be required during the subsequent phases of the project to
ensure that there is sufficient capacity available within all existing systems to accept the additional demands
from the proposed development.
The potential impacts on the local infrastructure and likely upgrades are summarised in Table 7.1 below.
Table 7.1: Local Infrastructure Impacts and Required Upgrades
Infrastructure Infrastructure
Impacts Proposed Connections and Upgrades Required
Component Provider
Water Reticulation Unitywater Additional water demand Connect the proposed development to the
due to development existing water reticulation network located to the
south of west of Stage 6 of the Palm Lake Resort,
Cooroy.
Sewerage Reticulation Unitywater Additional sewer loadings Connect the proposed development to the
due to development existing sewer reticulation network located to the
south of west of Stage 6 of the Palm Lake Resort,
Cooroy.
Stormwater Noosa Council Increase in stormwater Development to attenuate and treat stormwater
runoff as a result of the runoff, as required, ensuring no increase in runoff
proposed development or pollutants during the post development
scenario prior to discharge to Lawful Point of
Discharge.
Electrical Energex New connections Connect the proposed development site to the
required existing Energex services available within the
adjacent road reserves.
Telecommunications Telstra New connections Connect the proposed development site to the
required existing Telstra services available within the
adjacent road reserves.
Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 14 of 21
File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 15
8 Reference Documentation Noosa Plan (Noosa Council, 3 July 2017) SEQ Water Supply and Sewerage Design & Construction Code – Version 1, July 2013 Water Services Association of Australia, 2002. “Sewerage Code of Australia. WSA 02-2002”, Second Edition, Version 2.3 Water Services Association of Australia, 2002. “Water Supply Code of Australia. WSA 03-2002”, Second Edition, Version 2.3 Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 15 of 21 File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
Section 16
Appendix A Proposed Development Plans [OCR of page images] BFF PINNACLE ENGINEERING GROUP Appendix A Proposed Development Plans
Section 17
187
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188
186 DETENTION
GATE / SECONDARY BILLABONG PRD
ENTRY
185
206 MERMAID CT 201
212 200 175 176 177 178 179 180 181 182 183 184 160
174
161
205 202
173 171 170 169 168 167 166 165 164 163 162 LAKESIDE VISTA
CLEARWATER DRIVE
203
1-2m TENNIS
TS
LANDSCAPE
GW09
GW04
172 SEAHORSE DRIVE WORKSHOP COURT
TREATMENT 157 158 159
TS
204
GD01
THE PROMENADE
GW01
146 147 148 149 150 151 152 153 154 155 156
145
CARETAKERS 230
1-2m 131 130 129 128 127 126 125 124 123 122
RESIDENCE
LANDSCAPE 144 CARAVAN SEE ENGINEERING PLANS
TREATMENT DETENTION STORAGE 229
FOR EASEMENT WIDTHS
RAINBOW WAY GRAVEL AREA
143
227
132 120 121
142 141 228
133 226
140 119 BOWLING GREEN
134 AY 105 225
139 W 118
RF 224
135 SU 106
138 117
107 221
116 104
E 222
137 108 AV
115 AY 103 220
223
90
109 AW 219
136 ST 102
CA 91 CLUBHOUSE
TH
110 PI 218
E
114 101 NN
PR
92 AC 217
O
89 215 LE
M
113 100 E
EN
93 PD CT
AD
CL
LY 88
112 LI
E
1-2m 99
EA
74 216
94 ER
RW
LANDSCAPE
111 AT 87
AT
TREATMENT W 75 GATE / MAIN
95
ER
86 ENTRY
DR
98 76
IV
73 DETENTION
AY
E
85
97 77 W
E 72
84 IS BIN STORAGE AREA
96 78 AD 58
PAR 71
83 59 1
79
70
82 60 2
57
69 E TRANSFORMER AREA
61 3
81 AV
H 56
TH
68 S 42 3m LANDSCAPE
62 FI 4
E
80 IL TREATMENT
PR
55
SA
O
43 5
63
M
67
EN
54
AD
44 6
41
E
66 53
45 NE 7
65
52 LA 40
46 ER 27
M 8
64 M 39
SU 28
47 9
51 38
29
26 10
50 37
E
36 30 AV 25
T 11
49
31 AS
CO
CL
24
EA
48 12
32
RW
1-2m 23 2m
AT
LANDSCAPE 35 13 E LANDSCAPE
IV
ER
TREATMENT 22 DR TREATMENT
DR
34 14
ER
IV
21 AT
E
33 15 RW
EA
16 CL
20
GATEHOUSE
1-2m 19
LANDSCAPE
TREATMENT 18
17
PEDESTRIAN
LINK TO BUS
STOP
2m
LANDSCAPE
TREATMENT
0m 50m 100m 150m 200m
SCALE 1:2500 (AT A3)
OVERALL SITE PLAN
ABN 77 915 457 991 ACN 005 277 038
SOUTHPORT CENTRAL TOWER 3
LAWSON ST SOUTHPORT QLD 4215
PO BOX 10479 SOUTHPORT BC QLD 4215
PH: 07 5552 1300 FAX: 07 5552 1399
Email: [email protected]
Website: www.PalmLakeResort.com.au
Section 18
187
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188
186 DETENTION
GATE / SECONDARY BILLABONG PRD
ENTRY
185
206 MERMAID CT 201
212 200 175 176 177 178 179 180 181 182 183 184 160
174
202
STAGE 5 161 STAGE
205
173 171 170 169 168 167 166 165 164 163 162 LAKESIDE VISTA 4
CLEARWATER DRIVE
203
1-2m TENNIS
TS
LANDSCAPE
GW09
GW04
172 SEAHORSE DRIVE WORKSHOP COURT
TREATMENT 157 158 159
TS
204
GD01
THE PROMENADE
GW01
146 147 148 149 150 151 152 153 154 155 156
145
CARETAKERS 230
1-2m 131 130 129 128 127 126 125 124 123 122
RESIDENCE
LANDSCAPE 144 CARAVAN SEE ENGINEERING PLANS
TREATMENT DETENTION STORAGE 229
FOR EASEMENT WIDTHS
RAINBOW WAY GRAVEL AREA
143
STAGE 4 132 120 121
227
142 141 228
133
140 119 BOWLING GREEN
226 STAGE 6
134 W
AY 105 STAGE 225
139 118
135 SU
RF
106
3 224
138 117
107 221
116 104
E 222
137 108 AV
115 AY 103 220
223
90
109 AW 219
136 ST 102
CA 91 CLUBHOUSE
TH
110 PI 218
E
114 101 NN
PR
92 AC 217
O
89 215 LE
M
113 100 E
EN
93 PD CT
AD
CL
LY 88
112 LI
E
1-2m 99
EA
74 216
94 ER
RW
LANDSCAPE
111 AT 87
AT
TREATMENT W 75 GATE / MAIN
95
ER
86 ENTRY
DR
98 76
IV
73 DETENTION
AY
E
97 STAGE 1A 85 77
E
W
84 IS 72
BIN STORAGE AREA
96 78 AD 58
PAR 71
83 59 1
79
70
82 60 2
57
69 E TRANSFORMER AREA
61 3
81 AV
H 56
TH
68 S 42 3m LANDSCAPE
62 FI 4
E
80 IL TREATMENT
PR
55
SA
O
43 5
63
M
67
EN
54
AD
44 6
41
E
66 53
45 NE 7
65
52 LA 40
46 ER 27
M 8
64 M 39
SU 28
47 9
51 38
29
26 10
50
STAGE 2 36 37 30 AV
E
25
T 11
49
31 AS
CO
CL
24
EA
48 12
32
RW
1-2m 23 2m
AT
LANDSCAPE 35 13 E LANDSCAPE
IV
ER
TREATMENT 22 DR TREATMENT
DR
34 14
ER
IV
21 AT
E
33 15 RW
EA
16 CL
20
GATEHOUSE
1-2m 19
LANDSCAPE
TREATMENT 18 STAGE 1B
17
PEDESTRIAN
LINK TO BUS
STOP
2m
LANDSCAPE
TREATMENT
0m 50m 100m 150m 200m
SCALE 1:2500 (AT A3)
OVERALL STAGE PLAN
ABN 77 915 457 991 ACN 005 277 038
SOUTHPORT CENTRAL TOWER 3
LAWSON ST SOUTHPORT QLD 4215
PO BOX 10479 SOUTHPORT BC QLD 4215
PH: 07 5552 1300 FAX: 07 5552 1399
Email: [email protected]
Website: www.PalmLakeResort.com.au
Section 19
CARETAKERS 230
RESIDENCE
CARAVAN SEE ENGIN
STORAGE 229
FOR EASE
GRAVEL AREA
227
228
226
GREEN
225
224
221
222
220
223
219
PI 218
NN
215 AC 217
L E
CT
216
GATE / MAIN
ENTRY
DETENTION
BIN STORAGE AREA
SCALE 1:500 (@ A3)
STAGE 6 PLAN
ABN 77 915 457 991 ACN 005 277 038
SOUTHPORT CENTRAL TOWER 3
LAWSON ST SOUTHPORT QLD 4215
PO BOX 10479 SOUTHPORT BC QLD 4215
PH: 07 5552 1300 FAX: 07 5552 1399
Email: [email protected]
Website: www.PalmLakeResort.com.au
Section 20
Appendix B Existing Features and Topography [OCR of page images] BFF PINNACLE ENGINEERING GROUP Appendix B Existing Features and Topography
Section 21
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PALMLAKE WORKS
Plan of
Contour & Detail Survey
20 Trading Post Rd, Cooroy
Lot 4 on RP215922
Tewantin March
Noosa Shire Council
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Section 22
Appendix C Engineering Layouts [OCR of page images] BFF PINNACLE ENGINEERING GROUP Appendix C Engineering Layouts
Section 23
LEGEND
EXISTING PALM LAKE COOROY DEVELOPMENT
UNDER SEPARATE APPLICATION
DETENTION STAGE 3
NOTES
215 220
221
219
226
227
222
216
STAGE 6 230
225
218
AD
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PEG0360-DA-SK01 ENGINEERING SERVICES LAYOUT.dwg 08.03.2018 Letter (8.50 x 11.00 Inches) None Cresswell
THIS ENGINEERING LAYOUT WAS PRODUCED FOR THE EXCLUSIVE USE OF PINNACLE ENGINEERING GROUP'S CLIENT AS NOMINATED HEREIN. PINNACLE DOES NOT GRANT CONSENT TO ANY THIRD PARTY TO RELY ON THE INFORMATION PRODUCED WITHIN THIS ENGINEERING LAYOUT WITHOUT PRIOR WRITTEN CONSENT FROM PINNACLE ENGINEERING GROUP. PINNACLE ENGINEERING GROUP ADVISES THAT DIMENSIONS ON THIS ENGINEERING LAYOUT SHALL NOT BE SCALED.
REV DESCRIPTION DRAWN DATE TASK BY INITIAL DATE CLIENT PROJECT DRAWING TITLE
A INITIAL ISSUE FOR COMMENT M.G. 10.11.2017 REVIEW BOGDAN POPA 10.11.2017
B RESPONSE TO INFORMATION REQUEST M.G. 07.03.2018 DESIGN ANDREW CRESSWELL 10.11.2017 ENGINEERING SERVICES LAYOUT
DRAWN MILES GLASSON 10.11.2017
LOT 101 ON SP287641
SCALE 20 TRADING POST ROAD STATUS APPROVED RPEQ No
COOROY, QLD PRELIMINARY DRAWING NUMBER REVISION
PO BOX 517 PARADISE POINT, QUEENSLAND 4216
WWW.PINNACLEENG.COM.AU (SCALE ABOVE DENOTES ORIGINAL SHEET SIZE - A1)
(NOT TO BE USED FOR CONSTRUCTION)
PEG0360-DA-SK01 B
Section 24
Appendix D DBYD [OCR of page images] BFF PINNACLE ENGINEERING GROUP Appendix D DBYD
Section 25
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0 The text continues on section 26.