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Item 10 Appendix D - Civil Engineering Report-1.0 · MCU22/0094
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CIVIL ENGINEERING REPORT
LOT 4 CHILDCARE CENTRE
AT NOOSA BUSINESS CENTRE
EENIE CREEK ROAD, NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 • Australia
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Page 2
20 May 2022
REVISION STATUS
MPN Reference No: 9307
Client: Stockwell
Site Address: Lot 4, Noosa Business Centre
Eenie Creek Road, Noosaville
Report Title: Civil Engineering Report
DOCUMENT CONTROL
Version Date Author Reviewer Approved RPEQ
Draft 11/05/2022 Ben Tarrant Lachlan Stephenson 16903
Issue A 20/05/2022 Ben Tarrant Lachlan Stephenson 16903
Excellence with Economy in Engineering 1
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20 May 2022
EXECUTIVE SUMMARY
This report has been commissioned by Stockwell to support the Development Application for the
proposed childcare centre development at the Lot 4, Noosa Business Centre, Eenie Creek Road
Noosaville.
This report addresses the following Engineering aspects of the proposed development:
• Topography
• Earthworks
• Water supply
• Sewerage
• Electricity and Telecommunications
• Roadworks.
Excellence with Economy in Engineering 2
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20 May 2022
Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 6
3.1 Site location 6
3.2 Topography and Existing Site Drainage 6
4 SITE DATA 7
5 STORMWATER 7
6 WATER SUPPLY 7
7 SEWER 7
8 ROADWORKS 8
9 EARTHWORKS 8
10 ELECTRICITY AND TELECOMMUNICATIONS 8
11 GAS 9
12 CODES 9
13 CONCLUSION 10
14 LIMITATONS OF REPORT 10
Excellence with Economy in Engineering 3
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20 May 2022 Table of Figures Figure 1 – Proposed Development 5 Figure 2 – Site Location 6 Table of Appendices Appendix 1 Architectural Plans 11 Appendix 2 Site Survey 12 Appendix 3 MPN Plans 13 Appendix 4 Energex and NBN DBYD Plans 14 Appendix 5 Noosa Shire Council Code Responses 15 Excellence with Economy in Engineering 4 l:\9000-9999\9300-9399\9307\reports\20-05-22 civil engineering report_issue a.docx
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20 May 2022
1 PURPOSE
This Civil Engineering Report has been prepared as part of the Development Application for the
proposed child care development at Lot 4, Noosa Business Centre, Eenie Creek Road, Noosaville.
2 INTRODUCTION
2.1 Project Description
The current proposal involves the construction of a new childcare centre within the Noosa Business
Centre, consisting of a single storey building, on-grade carparking, landscaped areas and a
bioretention basin. Access to the site will be via roads that are currently under construction off
Hofmann Drive. A new public thoroughfare will be located along the western boundary of the site.
The proposed Plan of Development is depicted on the architectural plans prepared by Elevation
Architecture, attached in Appendix 1, with excerpt below.
Figure 1 – Proposed Development
Excellence with Economy in Engineering 5
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20 May 2022
3 SITE CHARACTERISTICS
3.1 Site location
The overall Noosa Civic site is located at 28 Eenie Creek Road, Noosaville and is formally known as
Lot 3 on SP246584.
The proposed development will be on a new Lot 4 created as part of the overall reconfiguration of a
lot currently being undertaken, where the development will be accessed from the future road
continuing off Hofmann Drive. The site is within a major centre zone and a business park precinct.
The site has been cleared and remediated in preparation of development (refer to Error! Reference s
ource not found.). This development will bring an environmental conservation zone to the west,
village mixed use precinct to the north, a swim school to the east and an access road to the south.
Figure 2 – Site Location
3.2 Topography and Existing Site Drainage
The site is undergoing clearing of dense tree coverage over the subdivision area, where a gentle slope
falls from the North-East corner, down to the South-West corner. Levels range from a high RL of
5.50m, to a low RL of 4.0m.
Stormwater runoff from the existing site sheet flows South-West towards the creek upstream of
Eenie Creek.
A copy of a survey plan for the site prepared by Norris Clarke & O’Brien is attached in Appendix 2.
Excellence with Economy in Engineering 6
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20 May 2022
4 SITE DATA
Site data has been obtained from the following sources of information:
• Survey Data
• Noosa Shire Council (NSC)
• Satellite imagery
• Relevant reports
• Dial Before You Dig (DBYD).
5 STORMWATER
The stormwater related aspects of the proposed development are detailed in the Stormwater
Management Plan prepared under separate cover.
6 WATER SUPPLY
Inspection of the water network from the NSC DBYD and the site survey indicate the following
services within the vicinity of the site:
• An existing reticulation water main runs to the end of Hofmann Drive, West of the
proposed site, and is expected to continue along the future access road.
A new connection from the existing/future water main located along the western verge of
Hofmann Drive (future) will be constructed. The size of the proposed water service and exact
location will be determined in consultation with the hydraulic consultant and Unitywater during
the detailed design stage of the development.
Rainwater will be harvested on site with a 5kL roof water tank. This will be utilised for landscape
use where required.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan
9307-SR.1.01, attached in Appendix 3.
7 SEWER
Inspection of the sewer network from the NSC DBYD and the site survey indicate the following
services within the vicinity of the site:
• An existing gravity sewer main along the future road corridor runs north to south, with a
manhole access pit along the site’s western verge.
It is proposed to provide a new connection to the sewer manhole located at the Western boundary
corner of the proposed site. The size of the sewer connection and its arrangement will be confirmed
in consultation with the hydraulic consultant and Unitywater during the detailed design phase.
The existing and proposed sewer infrastructure in the vicinity of the site is shown on MPN Plan
9307-SR.1.01, attached in Appendix 3.
Excellence with Economy in Engineering 7
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Page 9
20 May 2022 8 ROADWORKS The development site will construct a new concrete driveway off the proposed road corridor to service the development. The front SRV space and remaining carparking will be adequately sized to ensure traffic is managed within the development site. A footpath connection will be provided to the front of the development, to allow continuation of pedestrian access from the future road footpath. The proposed internal on-grade car parking and services area layouts are depicted on the architectural plans prepared by Elevation Architecture, attached in Appendix 1. A traffic assessment has been completed by SLR Consulting and will be lodged under separate cover. All service bays and car parks will be constructed in accordance with the relevant Noosa Shire Council and Australian Standards. 9 EARTHWORKS The proposed development will involve earthworks to construct the building platforms, road and landscaped areas along with trenching for underground services and utilities. The design and construction of the earthworks will be undertaken in accordance with the recommendations of AS 3798 – Guidelines on Earthworks for Commercial and Residential Developments. Any excavated material not suitable for reuse as fill will be removed from the site and disposed of appropriately in an approved landfill. All filling operations will be completed under level 1 geotechnical supervision. A preliminary bulk earthworks layout and sections are shown on MPN Plans 9307-BE.1.01, attached in Appendix 3. 10 ELECTRICITY AND TELECOMMUNICATIONS The proposed development will be serviced for electricity and telecommunications services from the existing and planned underground services constructed as part of the existing Noosa Civic subdivision development. The electrical and telecommunications services will be extended into the site to provide the required level of service. All works will be undertaken in accordance with the relevant authority’s requirements. The existing Energex and NBN infrastructure in the vicinity of the site is shown on the Energex and NBN DBYD Plans attached in Appendix 4. Excellence with Economy in Engineering 8 l:\9000-9999\9300-9399\9307\reports\20-05-22 civil engineering report_issue a.docx
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20 May 2022
11 GAS
There is no existing gas infrastructure in the vicinity of the site.
12 CODES
The following Noosa Shire Council Planning Codes have been addressed as part of this
development. These code responses are attached in Appendix 5.
• Earthworks;
• Existing Service Code;
• Erosion and Sediment Control; and
• Water Sensitive Design.
Excellence with Economy in Engineering 9
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Page 11
20 May 2022 13 CONCLUSION This Civil Engineering Report demonstrates that under the proposed plans, the development will be adequately serviced for sewer and water from the proposed connections to the infrastructure mains. Electricity and telecommunications will be provided to the lots with connections undertaken in accordance with the requirements of the relevant authorities. A new water connection will be made to the existing water main to the South-West of the site. A new sewer connection to the existing manhole in the south west corner of the site will be provided to service the development. Access to the site will be from the future development road network for the site. All internal roadworks completed on site, will be undertaken in accordance with the relevant Noosa Shire Council and Australian Standards. All earthworks undertaken on site will be compliant with all relevant Australian Standards to minimise environmental impacts. 14 LIMITATONS OF REPORT MPN have prepared this report for the proposed childcare centre development at Lot 4, Noosa Business Centre, Eenie Creek Road Noosaville in accordance with MPN’s proposal to Stockwell. This report is provided for the exclusive use of Stockwell for this specific project and its requirements. It should not be used or relied upon by a third party and MPN accept no responsibility for the use of this report by any party other than Stockwell. Excellence with Economy in Engineering 10 l:\9000-9999\9300-9399\9307\reports\20-05-22 civil engineering report_issue a.docx
Page 12
20 May 2022
Appendix 1
Architectural Plans
Excellence with Economy in Engineering 11
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5.580
C
10.01
Outdoor Play 1
45"
16'
068299°
43
Area: 142.50
Occupancy: 20
1,500
4.340 Age: 0-3 yrs
4.750
826
1
27
Verandah
Staff
2
14
TANK
Amenities
Ext. Store 1
Staff
2,000
15
3
Activity Room 2
Age: 0-12 mnths
Activity Room 1
Sleep Room 1 Area: 42.40
Staff Age: 0-12 mnths
4,000 Area: 20.60 Occupancy: 12
Area: 28.20
16
Occupancy: 8 Sleep Room 1
4 Occupancy: 8 Prep
Area: 16.20
Proposed 3.0m Public Thoroughfare Footpath
Occupancy: 6
Staff Store
1,418
17
5
Drying
USAB
2,600
Court
Staff
18
Activity Room 3
2,400
6
Age: 2-3 yrs
Laundry
Staff Area: 52.60
Comms
Occupancy: 15
19
6,200 5,400
7
Staff Planning
20
20"
42'
58836°
35
Pram
Prep Amenities
8
Director
21
Sign In
9
Activity Room 4
Age: 2-3 yrs
Foyer
Secure Area: 55.40
Verandah
Shared Entry Occupancy: 15
10
B B
22
10.01 10.01
42"
21'
75827°
61
5.000
Ext. Store 2
11
4,000 1,418 11,600 5,400 2,988 92
23
Carpark
12
Activity Room 5
Kitchen
(27 Spaces) Dry Store Age: 3-5 yrs
Area: 77.90
+ SRV
Rack
Bike
Occupancy: 22
24
13
Services
6,200
A A
10.01 10.01
25
2,288
Indoor Store Outdoor Play 2
Staff WC Area: 536.00
Store
Prep Amenities
7,201 Occupancy: 74
Age: 2+ yrs
26
47"
53'
588154°
9
2,989 92 Staff Room
BioDetention
SRV
6,200 Activity Room 6
Age: 3-5 yrs
3,500
4.250 Area: 75.60
47"
53'
146154°
4
4.499 Occupancy: 22
Bin Store Ext. Store 3
46"
35'
950154°
2
4.498 2,000
25"
1'
512153°
2
Entry Arbour
5"
37'
980150°
4
12"
25'
980147°
4
4M SE
T BACK
#toPZvalue
23"
48'
465145°
9
C
10.01
1"
16'
047139°
18
34"
56'
936130°
4
45"
43'
141123°
5
23"
22'
936127°
4
Revision Project Architect Stage Project No.
Floor Plan - Ground
D Review Issue 29/04/2022 Sanctuary Noosa Childcare Centre SC Concept 1187-05
E Review Issue 29/04/2022 Lot 4 Noosa
F-
WIP
Client Review Work in Progress Client
Stockwell Development Group Pty Ltd
Drawn
BL
Status
Not For Construction
Scale
1:250 at A3
A-SD-03.01 F - WIP
(07) 3251 6900 [email protected] Elevation Architecture Pty Ltd ACN 606 170 807 © Copyright reserved this document is and shall remain the property of Elevation Architecture. Unauthorised use of this document in any form whatsoever is prohibited. All information to be printed in colour. Figured dimensions take precedence over scale dimensions. Contractors must verify all dimensions on site before commencing any work or making shop drawings. P:\Data 1\1187-05 Sanctuary Noosa Childcare Centre\5.1 Sketch Design\5.1.2 ArchiCAD\1187-05 Master SD Maddy.pln
Page 14
20 May 2022
Appendix 2
Site Survey
Excellence with Economy in Engineering 12
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Page 15
Norris Clarke & O'Brien Pty Ltd
Licensed Surveyors
Town Planners
Development Consultants
Level 1 - Aldi Centre, 12 Bishop Street
Kelvin Grove QLD 4059
ph: fax:
email:
Page 16
20 May 2022
Appendix 3
MPN Plans
Excellence with Economy in Engineering 13
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Page 17
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
2 25.2
MAX. 0.8m HIGH -
5.00 CONTOUR
RETAINING WALL TOW 5.70 BUILDING
WALL
CONCRETE
TOW 5.50 RET
RET WALL BOW 4.90 KERB
WALL
RET
4.8 RET BOW 4.90 KERB AND CHANNEL
Outdoor Play 1
FLUSH KERB
SW STORM WATER MAIN
WALL
4.4
W WATER MAIN
1
27
S SEWER MAIN
T TELSTRA CABLE
RET
EARTHWORKS TABLE
2
14
E U/G ELECTRICITY
MAX. 0.8m HIGH N O/H ELECTRICITY
WALL
RET WALL RETAINING WALL RET WALL
15
RETAINING WALL
3
SITE STRIP (m³) CUT (m³) FILL (m³) IMPORT
4.2
LANDSCAPE WALL
(m³) TOP OF WALL LEVEL TOW 22.22
16
(200 DEEP)
RET
4
BOTTOM OF WALL LEVEL BOW 22.22
SWALE DRAIN
17
WALL
5
SITE EARTHWORKS TOP OF BATTER
480 180 400 220 FACE OF BATTER
18
TOE OF BATTER
6
4.4
RET
CUT AREA
19 BUILDING
7
MAX. 1 IN 4
WALL
4.6
BATTER FFL 5.000 FILL AREA
20
BEL 4.780
8
BOW 4.85 TOW 5.15
RET
21
9
1
WALL
-
10
22
RET
FINISHED SURFACE
11
LEVEL
150 CONCRETE SLAB
WALL
23
12
BIO BASIN. REFER DWG 100 CBR 15
BULK EARTHWORKS
24
4.0
4.2
No. CP.1.01 FOR DETAILS.
13
S LEVEL
25
4.6
Outdoor Play 2
S
TYPICAL CARPARK WORKING PLATFORM DETAIL
26
S N.T.S.
4.6
FINISHED FLOOR
LANDSCAPE WALL S LEVEL - FFL
BY OTHERS. 100 CONCRETE SLAB
S 4.4 20 SAND
S
100 CBR 15
BULK EARTHWORKS
PAD LEVEL - BEL
SW S
S
4.4
SW S 4.6
SW TYPICAL BUILDING WORKING PLATFORM DETAIL
SW S 4.4 N.T.S.
S
SW
W S
SW
S
W SW S
E E E
SW S
SW
S
W HOF SW S S
MAN SW E
N DR
IVE SW
SW
SW E
S
W
SW
A 20.05.22 FOR APPROVAL KC LS
ISSUE DATE AMENDMENT BY APP
EASEMENT BDY
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
CARPARK BUILDING WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
RP BDY
CONSULTING PTY LIMITED 2018 ©
RP BDY
MAX. 1 IN 4 FINISHED SURFACE FFL 5.000
BATTER BEL 4.780
ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
BULK EARTHWORKS TEMPORARY BATTER SLOPE MAX. 0.8m HIGH
NATURAL SURFACE SURFACE TO GEOTECHNICAL ENGINEERS RETAINING WALL. CLIENT:
NOT FOR CONSTRUCTION
REQUIREMENTS
SECTION 1
STOCKWELL DEVELOPMENT GROUP PTY LTD
SCALE 1:200 -
SANCTUARY NOOSA CHILDCARE CENTRE
LOT 4 NOOSA
HOFMANN DRIVE
BUILDING NOOSAVILLE, QLD 4566
RP BDY
RP BDY
HOFMANN FINISHED SURFACE BULK EARTHWORKS PLAN
FFL 5.000
DRIVE
BEL 4.780
DESIGN: KC DRAWN: KC SCALES: AS SHOWN
BULK EARTHWORKS TEMPORARY BATTER SLOPE MAX. 0.8m HIGH CHKD: APPRD: DATE:
NATURAL SURFACE SURFACE SECTION 2 TO GEOTECHNICAL ENGINEERS RETAINING WALL. mpn JOB DRAWING No. REV
SCALE 1:200 - REQUIREMENTS
0 2 4 6 8 10
9307 BE.1.01 A
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
Page 18
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
EASEMENT
DETENTION
900 x 900 DOME
EXTENDED
5.00 CONTOUR 5.00
TOP GRATE
300
BUILDING
REFER LANDSCAPE ARCHITECTS CONCRETE
DRAWINGS FOR SURFACE VEGETATION RL 4.10 EDGE OF BITUMEN
KERB
RET WALL CONCRETE INVERT
RET WALL SURFACE LEVEL 3.80
WALL SW STORM WATER MAIN
RET
RET
Outdoor Play 1
W WATER MAIN W
S SEWER MAIN S
500
WALL
4.6 T TELECOMMUNICATIONS
SANDY LOAM. TO SATISFY A U/G ELECTRICITY
1
E
27
HYDRAULIC CONDUCTIVITY OF
100
O/H ELECTRICITY
N
PROPOSED 3.0m WIDE
RE T
200mm / hr. II FENCE
200
2
14
PUBLIC THOROUGHFARE
COARSE SAND RET WALL RETAINING WALL RET WALL
FOOTPATH.
WALL
3.00 LANDSCAPE WALL
GRANULAR BACKFILL
15
3
USIL 4.15 TOP OF BATTER
4.4
150Ø SLOTTED uPVC PIPE
DSIL 3.96 WITH 1.5-2mm SLOTS (1.5m MAX FACE OF BATTER
16
RET
TOE OF BATTER
4
CTRS, 0.5% MIN. GRADE)
MAX. 1 IN 4 SWALE DRAIN
BATTER TYPICAL FILTER MEDIA DETAILS
17
WALL
ALONG KERB
300Ø
5
0.5% FALL
SCALE 1:20 ROOF AREA
18
6
RET
4.8
LANDSCAPE ROAD AREA
19
MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
7
SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC
WALL
FAWB GUIDELINES pH 6.0 - 8.0
20
ROOF 200mm/hr HYDRAULIC LANDSCAPE AREA
ROAD
8
CONDUCTIVITY.
RET
21
COARSE SAND 1.0mm TYP. 1.4mm - 100%
BUILDING
4.6 9
1.0mm - 80%
FFL 5.00
WALL
0.7mm - 44%
0.5mm - 8.4%
10
STUB FOR HYDRAULIC GRANULAR 5mm
22
CONNECTION. BACKFILL
RET
11
TYPICAL.
600mm MIN. CUT OUT
WALL
23
IN KERB FOR BIO USIL 3.94
12
BASIN INLET. DSIL 3.86
4.2
24
4.4 13
S
0Ø
BIO BASIN.
30
AREA: 15 m2. USIL 3.84
25
REFER DETAIL DSIL 3.80 Outdoor Play 2
S
26
USIL 3.90
S
300Ø
DSIL 3.86
TREATMENT TABLE
FA
CATCHMENT IMPERVIOUS
4.8
LL
MUSIC NODE TREATMENT TYPE
AREA (Ha) AREA (%)
225
4.6
1
Ø
USIL 3.00 S
- ROOF 0.099 100
DSIL 2.90 4.4
S ROAD BIO RETENTION BASIN - 15m2 0.067 100
5Ø
S
37
4.2 LANDSCAPE 0.065 50
USIL 4.14 TOTAL 0.231
SW EX. 750 S 225Ø
Ø DSIL 3.92
LANDSCAPE
S
S
IL 2. W STORMWATER DISCHARGE TO S
4.8
W
88 EXISTING 1050Ø MANHOLE.
SW
4.6
SW S
S
SW
4.6
W
W S
SW
S BIO BASIN
W SW S
E E E
SW S
SW
S
HOF
W
W SW S S
MAN CARPARK
RP BDY
SW E
N DR HOFMANN
S
IVE SW
DRIVE
NATURAL
SURFACE
RL 4.55
SW
SW
W
E
S
W EX. RL 4.25 A 20.05.22 FOR APPROVAL KC LS
SW
ISSUE DATE AMENDMENT BY APP
W SW BIO BASIN SL 3.80
E LANDSCAPE COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
SW 1 IN 3 BATTER
W SW WALL WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
0.80
SW SW CONSULTING PTY LIMITED 2018 ©
W
E RL 3.00
W
FILTER MEDIA. REFER
SW
W ABN: 39 062 191 799 P: 61 7 3335 4555
E TYPICAL DETAILS. 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
W
W
CLIENT:
NOT FOR CONSTRUCTION
W BIO BASIN 1 SECTION 1 STOCKWELL DEVELOPMENT GROUP PTY LTD
SW
SCALE 1:50 -
SANCTUARY NOOSA CHILDCARE CENTRE
LOT 4 NOOSA
HOFMANN DRIVE
NOOSAVILLE, QLD 4566
0 0.2 0.4 0.6 0.8 1.0
STORMWATER TREATMENT PLAN
SCALE 1:20 (A1) 1:40 (A3)
0 0.5 1.0 2.0 2.5 DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
SCALE 1:50 (A1) 1:100 (A3) mpn JOB DRAWING No. REV
0 2 4 6 8 10
9307 CP.1.01 A
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
Page 19
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
EASEMENT
5.00 CONTOUR 5.00
BUILDING
CONCRETE
EDGE OF BITUMEN
KERB
RET WALL CONCRETE INVERT
RET WALL
WALL SW STORM WATER MAIN
RET
RET
Outdoor Play 1
W WATER MAIN W
S SEWER MAIN S
WALL
4.6 T TELECOMMUNICATIONS
U/G ELECTRICITY
1
E
27
O/H ELECTRICITY
N
RE T
II FENCE
2
14
RET WALL RETAINING WALL RET WALL
WALL
LANDSCAPE WALL
15
3
TOP OF BATTER
4.4
FACE OF BATTER
16
RET
TOE OF BATTER
4
SWALE DRAIN
17
WALL
5
18
6
RET
4.8
19
7
WALL
20
8
RET
21
4.6 9
WALL
BUILDING
10
FFL 5.00
22
RET
11
WALL
23
12
PROPOSED SEWER
CONNECTION.
4.2
24
4.4 13
S IL 2.20
25
Outdoor Play 2
S
EX
. 15
26
0Ø
S
4.8
4.6
S
4.4
S
S
4.2
SW EX. 750 S
Ø
S
SW S
4.8
W
SW PROPOSED WATER
CONNECTION 4.6
SW S
S
SW
4.6
W
W S
SW
S
W SW S
E E E
SW S
SW
S
HOF
W
W SW S S
MAN SW E
N DR
S
IVE SW
SW
SW
W
E
S
W A 20.05.22 FOR APPROVAL KC LS
SW
ISSUE DATE AMENDMENT BY APP
W SW
E SW
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W SW SW
SW CONSULTING PTY LIMITED 2018 ©
EXIS
W TING
WAT E
ER M
W AIN
SW
W ABN: 39 062 191 799 P: 61 7 3335 4555
E 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
W
W
CLIENT:
NOT FOR CONSTRUCTION
STOCKWELL DEVELOPMENT GROUP PTY LTD
SANCTUARY NOOSA CHILDCARE CENTRE
LOT 4 NOOSA
HOFMANN DRIVE
NOOSAVILLE, QLD 4566
SERVICES CONNECTION PLAN
DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 2 4 6 8 10
9307 SR.1.01 A
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
Page 20
20 May 2022
Appendix 4
DBYD Plans
Excellence with Economy in Engineering 14
l:\9000-9999\9300-9399\9307\reports\20-05-22 civil engineering report_issue a.docx
Page 21
Sequence No: 210750690
Job No: 31839215
Location: 60 Hofmann Drive, Noosaville, QLD 4566
Legend
1 2
Scale: 1:2050
Expires: 26 May 2022
3 4 DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Overview subject to and constitutes acceptance of
these terms.
Plans generated 28 Apr 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Page 22
Sequence No: 210750690
Job No: 31839215
Location: 60 Hofmann Drive, Noosaville, QLD 4566
Legend
Scale: 1:1000
Expires: 26 May 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Tile No: 1 subject to and constitutes acceptance of
these terms.
Plans generated 28 Apr 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Page 23
Sequence No: 210750690
Job No: 31839215
Location: 60 Hofmann Drive, Noosaville, QLD 4566
Legend
Scale: 1:1000
Expires: 26 May 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Tile No: 2 subject to and constitutes acceptance of
these terms.
Plans generated 28 Apr 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Page 24
Sequence No: 210750690
Job No: 31839215
Location: 60 Hofmann Drive, Noosaville, QLD 4566
Legend
Scale: 1:1000
Expires: 26 May 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Tile No: 3 subject to and constitutes acceptance of
these terms.
Plans generated 28 Apr 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Page 25
Sequence No: 210750690
Job No: 31839215
Location: 60 Hofmann Drive, Noosaville, QLD 4566
Legend
Scale: 1:1000
Expires: 26 May 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Tile No: 4 subject to and constitutes acceptance of
these terms.
Plans generated 28 Apr 2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
Page 26
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:1538
1 2 3 OVERVIEW
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
4 5 6
AS5488 Category “D” Plan
7 8
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 27
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 1
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 28
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 2
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 29
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 3
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 30
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 4
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 31
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 5
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 32
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 6
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Page 33
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 210750691
Date: 28/04/2022
Scale: 1:500
Tile No: 7
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex nor
PelicanCorp shall have any liability
whatsoever in relation to any loss,
damage, cost or expense arising from
the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 28/04/2022 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
The text continues on page 34.
Used in these records
Item 10 Appendix D - Civil Engineering Report-1.0.pdfRelated documentApplication case desk ↗
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