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CIVIL ENGINEERING REPORT
PROPOSED MEDICAL CENTRE
36-40 HOFMANN DRIVE NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 Australia
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Full text of sections 2 to 21 (of 60)
Section 2
31 May 2019 Mm O M consulting REVISION STATUS MPN Reference No: 7700 Client: Ribarja Property Site Address: 36-40 Hofmann Drive, Noosaville Report Title: Civil Engineering Report DOCUMENT CONTROL Version | Date Author Reviewer Approved RPEQ DRAFT _| 31/07/2018 | Lachlan Stephenson | Matthew Hendle Lachlan Stephenson | 16903 IssueA | 23/08/2018 | Lachlan Stephenson | Matthew Hendle Lachlan Stephenson | 16903 IssueB | 31/10/2018 | Matthew Hendle Lachlan Stephenson | Lachlan Stephenson | 16903 IssueC | 31/05/2019 | Matthew Hendle Lachlan Stephenson eS 16903 2 Excellence with Economy in Engineering
Section 3
31 May 2019
EXECUTIVE SUMMARY
This report has been commissioned by Ribarja Property to support the Development Application for the
proposed medical centre development on land located at Hofmann Drive Noosaville.
This report addresses the following Engineering aspects of the proposed development:
Topography
Flooding
Earthworks
Water supply
Sewerage
Electricity and Telecommunications
Roadworks.
Issue C of this report has been prepared to address the Request for Further information from Noosa
Council dated 28 February 2019.
Excellence with Economy in Engineering 2
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Section 4
31 May 2019
Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 7
3.1 Site location 7
3.2 Topography and Existing Site Drainage 8
4 SITE DATA 8
5 STORMWATER 9
6 EROSION AND SEDIMENT CONTROL 9
7 WATER SUPPLY 9
8 SEWER 9
9 ROADWORKS 9
10 EARTHWORKS 10
11 ELECTRICITY AND TELECOMMUNICATIONS 10
12 GAS 10
13 CODES 11
14 CONCLUSION 11
15 LIMITATONS OF REPORT 11
Excellence with Economy in Engineering 3
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Section 5
31 May 2019 Table of Figures FIGURE 1 – PROPOSED DEVELOPMENT 6 FIGURE 2 – SITE LOCATION 7 Table of Appendices APPENDIX 1 ARCHITECTURAL PLANS 12 APPENDIX 2 SITE SURVEY 13 APPENDIX 3 MPN PLANS 14 APPENDIX 4 ENERGEX AND NBN DBYD PLANS 15 APPENDIX 5 NOOSA SHIRE COUNCIL CODE RESPONSES 16 Excellence with Economy in Engineering 4 l:\7000-7999\7700-7799\7700\reports\31-05-19 civil engineering report_issue c.docx
Section 6
31 May 2019 1 PURPOSE This Civil Engineering Report has been prepared as part of the Development Application for the proposed Medical Centre on land located at Hofmann Drive Noosaville. 2 INTRODUCTION 2.1 Project Description The medical centre will be constructed on currently vacant land and will consist of a free standing building with open space fronting Hofmann Drive and an on-grade carpark to the rear of the lot. The building will also have basement car parking and the associated service areas. Access to the site will be via a combined access easement in favour of the neighbouring properties which provides access to Hofmann Drive and Rene Street. The proposed Plan of Development is depicted on the architectural plans prepared by Thomson Adsett Architects attached in Appendix 1, with excerpt below. Excellence with Economy in Engineering 5 l:\7000-7999\7700-7799\7700\reports\31-05-19 civil engineering report_issue c.docx
Section 7
31 May 2019
Figure 1 – Proposed Development
Excellence with Economy in Engineering 6
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Section 8
31 May 2019
3 SITE CHARACTERISTICS
3.1 Site location
The site is located at 36 - 40 Hofmann Drive Noosaville and is formally described as Lot 6 & 7 on
SP264847.
The site is bounded by Hofmann Drive to the East, open development land to the North, and
Industrial/Commercial developments to the South and West.
Figure 2 – Site Location
Excellence with Economy in Engineering 7
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Section 9
31 May 2019
3.2 Topography and Existing Site Drainage
The site is clear of vegetation and can be described as vacant grassland.
A concrete access driveway within an easement runs from Hofmann Drive through the developed lots to
the South and connects back to Rene Street.
The driveway is considered the sites access point.
The site generally slopes from the North Western corner of the site towards the Eastern corner of the
site and the intersection of Hofmann Drive and Rene Street.
Stormwater runoff from the existing site sheet flows across to stormwater pits constructed as part of
the Masterplan subdivision.
A copy of a survey plan for the site prepared by Downes Group is attached in Appendix 2.
4 SITE DATA
Site data has been obtained from the following sources of information:
Survey Data
Noosa Shire Council
Satellite imagery
Relevant reports
Dial Before You Dig (DBYD).
Excellence with Economy in Engineering 8
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Section 10
31 May 2019
5 STORMWATER
The stormwater related aspects of the proposed development are detailed in the Stormwater
Management Plan prepared under separate cover.
6 EROSION AND SEDIMENT CONTROL
All erosion and sediment control devices will be designed and implemented in accordance IECA
guidelines and best practice engineering principles. Further detail on Erosion and Sediment Control
techniques and measures is contained within the Stormwater Management Plan prepared under
separate cover.
7 WATER SUPPLY
Inspection of the water network from the survey shows the following services:
An existing reticulation water main running along Hofmann Drive in the Western verge
It is proposed to provide a new connection off the existing water main located in Hofmann Drive to the
proposed water meter location. The size of the proposed water service and exact location will be
determined in consultation with the hydraulic consultant and Unity Water during the detailed design
stage of the development.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan 7700-
DA.02 attached in Appendix 3.
8 SEWER
Inspection of the sewer network from survey shows the following:
existing sewer connections to the proposed development;
The existing sewer connections run through an easement through the lots to the South and along the
driveway to the proposed development site.
This sewer will be the site’s discharge location.
The proposed sewer is shown on MPN Plan 7700-DA.02 attached in Appendix 3.
9 ROADWORKS
A new left turn lane off Hofmann Drive will be constructed for the proposed development as shown on
the traffic functional layout within the Traffic Engineers report. The footpath will be realigned to
accommodate the road widening and connection into the site.
The property boundary will be realigned to accommodate the proposed road widening and footpath
realignment as shown on 7700 DA04 in Appendix 3.
Excellence with Economy in Engineering 9
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Section 11
31 May 2019 The changes to Hoffman Drive have been addressed from a traffic perspective in the Traffic Impact Assessment lodged under separate cover. All external roadworks will be designed in accordance with Noosa Council and Austroads requirements. The site’s access will be off the existing driveway within the easement for site access for staff, visitors and service vehicles. A drop off bay will be constructed adjoining the existing driveway. Minor works to the existing internal roadway will be required as a result of the development. The roadway changes have been address in a Traffic Impact Assessment under separate cover. The proposed internal on-grade and basement car parking layouts are depicted on the architectural plans prepared by Thomson Adsett Architects attached in Appendix 1. All loading bays and car parks will be constructed in accordance with the relevant Noosa Shire Council and Australian Standards. 10 EARTHWORKS A preliminary levels plan showing the proposed site levels for the on grade car park and building pad is shown on MPN Plan 7662-DA03 attached in Appendix 3. Earthworks will also be undertaken on site for the construction of the basement car parking. Any shoring design for the proposed basement will be undertaken at the detail design stage of the development. The shoring will be designed and RPEQ certified to ensure that the neighbouring buildings are supported during both the construction phase and the operational phase. All shoring will be fully contained within the development site. An Acid Sulfate Soils investigation has been completed for the site and is lodged under separate cover. The investigation noted that the high level soils are naturally slightly acidic with the underlying sandy clays likely to be actual acid sulfate soils. The report provides a treatment requirement and methodology which will be adhered to during the construction process. The design and construction of earthworks will be in accordance with the recommendations of a geotechnical report along with AS 3798 – Guidelines on Earthworks for Commercial and Residential Developments. Any excavated material not suitable for fill will be removed from the site and disposed of appropriately in an approved landfill. 11 ELECTRICITY AND TELECOMMUNICATIONS The proposed development will be serviced for electricity and telecommunications services from the existing underground and overhead infrastructure. 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. 12 GAS There is no existing gas infrastructure in the vicinity of the site. Excellence with Economy in Engineering 10 l:\7000-7999\7700-7799\7700\reports\31-05-19 civil engineering report_issue c.docx
Section 12
31 May 2019
13 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;
Roads and Drainage;
Erosion and Sediment Control; and
Water Sensitive Design.
14 CONCLUSION
This Civil Engineering Report demonstrates that under the proposed plans the site will be adequately
serviced for water and sewer from the proposed connections to the infrastructure mains and electricity
and telecommunications will be provided to the site with connections undertaken in accordance with
the requirements of the relevant authorities.
Roadworks completed on site and on Hoffman Drive 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. The earthworks will also ensure compliance with the findings of the Acid Sulfate
Soils investigation.
The proposed shoring will be designed to support the neighbouring properties during both the
construction and operational periods.
15 LIMITATONS OF REPORT
MPN have prepared this report for the proposed Medical centre development at Hofmann Drive
Noosaville in accordance with MPN’s proposal to Ribarja Property. This report is provided for the
exclusive use of Ribarja Property 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 Ribarja Property.
Excellence with Economy in Engineering 11
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Section 13
31 May 2019
Appendix 1
Architectural Plans
Excellence with Economy in Engineering 12
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Section 14
SITE PLAN
CONTEXT ANALYSIS
LOT DTAILS: LOT 6& 7
SP264847
AREA: 8,000 SQM
EXISTING SHOPPING CENTRE
E RE
DRIV 157
8
ST NE
67
ANN 38
ID EW
E HOFM RE
12
DRIV ET
RR VI
OR
N
CO BAN
N
FMA
UR
HO 9
7690 NG ZONE
10 DEEP PLANTI
09.05.2019
6
EASEMENT
S I TE
ACC
E SS
GREEN ZONE
FUTURE
WASTE
6 COLLECTION
PROPOSED SITE
95137
NORTHERN SOUTHERN
BUILDING BUILDING
RL 5.80 m RL 5.80 m
10
09.05.2019
COMMERCIAL
71424
STORAGE
36 40 42
20 7SP264847 6SP264847 5SP264847
1SP222982 P MENT RL 5.70 m RL 5.70 m
DEVELO
FUTURE
6 RL 5.80 m
7 7
6
7 96223
INDUSTRIAL ZONE
1 EXISTING CONTEXT PLAN EASEMENT 2 PROPOSED CONTEXT PLAN
1 : 500 DA-30.10 1 : 500
PROPOSED SITE
100 m
0 10 20 30 50
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SITE CONTEXT PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 500 @ A1 Rev.10
Fortitude Valley REVISED DA
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-10.11 09.05.2019
Section 15
GROUND FLOOR PLAN A
DA-31.10
B
DA-31.10
PYLON SIGN DA-31.10
C PYLON SIGN
(OPTION 1) (OPTION 2)
ENTRY AND GREEN FORECOURT TH
OTPA DEEP PLANTING
FO
PARKING SCHEDULE (CARS) EXISTING TREE
ZONE - BIO
RETENTION
Bay Length Bay Width Description Count
R IV E
NN D
BASEMENT
OF MA FIRE HYDRANT
5000 2300 Carpark Bay 2 H BOOSTER LOW HEIG
HT SHRUBS
3380
5400 2600 Carpark Bay 130 LOADING ZONE
5400 2600 Disabled Carpark Bay 5 ZONE
LOADING
BASEMENT: 137
2135
GROUND FLOOR EXISTING TREE
A S E ME NT
5000 2300 Carpark Bay 2
NG E
9271
TI
5400 2600 Carpark Bay 64
LINE OF EXIS
21642
5400 2600 Disabled Carpark Bay 1
LOW HEIGHT SHRUBS SITE ACCESS
H DA-30.10
6200 2100 Drop-Off Carpark Bay 6 FOOTPAT
10000
GROUND FLOOR: 73
BICYCLE STORE MOBILE GENERATOR
1
E M E NT FOOTPATH
LEVEL 1
LOCATION WE AS
(10 BAYS)
NE
5000 2300 Carpark Bay 4 OF
LINE
10502
E
5400 2600 Carpark Bay 68 Z ON
OOF OVER
TRANSFORMER G LINE OF R
5400 2600 Disabled Carpark Bay 1 FO A DIN
OT LO
FOR STORM WATER PROTECTION
LEVEL 1: 73 LINE OF ROOF OVER
P AT
Grand total: 283 H
1:100 SLOPE UP
FF
AMBULANCE DROP-O
STAIRS
WASH
BIN STORE BAY
1016 6000 STAIRS
SECURE
FUTURE MEDICAL
8000
WASTE
GREEN ZONE PHARMACY
WASTE -
LOADING DOCK
TENANCY 1 159.03 m²
157.07 m²
102.80 m²
REHABILITATION MEDICAL
CENTRE CENTRE
421.19 m² 835.45 m²
FOYER LIFT
DA-30.10 173.76 m²
2
RL 5.80 m
LIFT
1:8 SLOPE DOWN
20
TO BASEMENT
09.05.2019
HYDROTHERAPY EXISTING
POOL
1000 6016 BUILDING
HYDROTHERAPY
FUTURE 213.69 m² STAIRS
DEVELOPMENT OFFICE LOCKERS
CHANGE CHANGE ELECT. COMMS
ROOM ROOM 9.15 m²
7.38 m² DA-30.10
K STAIRS 4
CARE TAKER STUDENT HUB COVERED
TENANCY
6000
6000
STAIRS UNIT INTERNAL COURTYARD INTERNAL COURTYARD OUTDOOR
43.59 m² 48.82 m² AND RAISED PLANTERS AND RAISED PLANTERS
51.26 m² AREA
D D
DA-31.11 FIRE CIRCULATION FOR DA-31.11
1000
1000
OUTDOOR WALKWAY OUTDOOR WALKWAY CARPARK & ACCESS
FIRE EXIT
8000
6460
6460
2600
3219 2300 2600
7890
5400
SMALL
CAR
TURNING
BAY
FIRE EXIT
SMALL
CAR RAMP UP FROM BASEMENT RAMP UP TO LEVEL 1
E APPROX. 1: 8 APPROX. 1: 8
E
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
DA-31.10 DA-31.10 DA-31.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
GROUND FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.20
Fortitude Valley REVISED DA
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.20 09.05.2019
Section 16
31 May 2019
Appendix 2
Site Survey
Excellence with Economy in Engineering 13
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Section 17
LEGEND
MAJOR CONTOUR
MINOR CONTOUR
ELECTRICITY
(plotted from records)
TELECOMMUNICATIONS LINE
(plotted from records)
SEWER
(plotted from records)
STORMWATER
(plotted from records)
STORMWATER
EDGE OF BITUMEN
CHANGE OF GRADE
BOTTOM OF BANK
TOP OF BANK
ROAD CROWN
BUILDING
FENCE
EDGE OF VEGETATION
CONCRETE
ELECTRICAL PIT
ELECTRICAL PIT
ELECTRICAL PLUG MARKER
SEWER M/H
STORM WATER M/H
SIGN
LIGHT POLE
COMMS PIT
FIRE HYDRANT
FIELD INLET
BOLLARD
WATER SERVICE VALVE
WATER TAP
KERB & CHANNEL
PHOTO ID
PHOTO 3
PHOTO 5
Scale 1:400 — Lengths are in Metres.
| |
1 1 !
10 1S 20 25
!
30
255
MCH4539
256
MCH4539
257
MCH489/
274
MCH4891
0274
MCH489!
PHOTO 2
PHOTO 4
PHOTO 6
1
35 40 45 50
Note: See SP264847 for metes and bounds
for Lots 6 & 7.
55
SL5.772
SL 5.879
4
SP244573
5
SP264847
+o
SL5.019 |
Kerb
IL 4.630
|
| Culvert 1200x600
115.462 +++
Culvert 1200x601
IL 5.457
Culvert 1200x600 ,
IL 5.460
SL6.565 Culvert 1200x600,
+ 1L 5.455
/ f
/ 2
SL6.762 <
UL
* / Cov AB
SL6.904 ,
+ 4 Uo ,
4 / j
Ko SP222982
sv6.773 }
ft
/
/ SL6.627 | ,
/ +, / J
Y / \
4 y |
v / f
4 / y =z
/ SL 6.659 - ve / | Ly \ $
, - L
° * oo 7 / i Fe | ero
: 7 SL6.220 | IL 5.920
4 + UO SL6.107 [ vil \ , >
, + \
pa Sig.438 < yo Ot \ =
y . Y Emt BA ........ b Ha, Ss
“ “ Z SP222982 | oe
L 4
_/ $L.6.545 Y D
7 + Y y
/ UZ Y |
7 y y
S y / . |
Y SL6.309 Y SL 6.066 be
7 + / + j
/ /
7
/ UL /
SL6.435 4 4
+ 4 VY
4 Y ZY
4 / Y
i Y
oa SL 6487 va
/ St A +
J 4
Qe / a Y 4
yo / SL 5990 SL5.925,
/ / Ps ‘+
/ ; (
/ SP264847 \
/ |
+ “ \
SL.6.268 | |
o \
\ +
a + \ SL 5.892
oo SL6.126 |
+ /
SL 6.028
/
+ /
SL6.099 /
/ aA
/ yo
° J
+ / f+
/ 7
SL.6.100 / SL5.756 \,
fo
Y
4 SL5.942
> + 8
SL.6.021 4
+ 4 ®
4 “
4 U ©
Y
- SL 5.969 a si s.e6
/ + a
/ 4
/ Y
/ L
J 4
/ 4
SU 5.772
SL 5.960 _
+ ,
L c
“ee SL5.592__
/ va
SP264847 Yo
/
. 7
_/ 4
ae /
+ “7 TA
~ 7
-— SL 5.676 y
a + U0 g
/
SL 5.755 r G
+
\ SL 5.450
+
SL5.778
SL5.758
_- IL 4.506
ce
Ct
Building
see SL 4.782
Kerb
IL 4,591
IL 4.367
IMPORTANT NOTES
e This plan has been prepared for Ribarja Property
from a combination of field survey and existing
records for the purpose of assisting design of new
development within the subject land, and should
not be used for any other purpose.
e — This plan is not an identification plan and boundaries
have not been marked. The subject property
boundaries as shown on the plan face have been
plotted from deed dimensions of plan $P264847 and
minimal cadastral survey connections. They are
subject to cadastral survey.
e = In particular, no reliance should be placed on the
information provided on this plan for any financial
dealings involving the land. Contour Information as
shown has been derived from detail survey.
e Above ground services have been plotted from
visible surface markers observed by the surveyor at
the time of survey and using records obtained from
the relevant authorities with the exception of Telstra.
These Telstra records can be obtained for
approximately $330 should you require them. Prior to
any demolition, excavation, or construction within
the site, the relevant authorities should be
contacted for possible location of additional
underground services and detailed locations of all
services.
For further details please refer to digital files.
These notes are an integral part of the subject plan.
group
downes
Surveyors - Planners -
Development Consultants
Sunshine Coast * Toowoomba * Western Downs
www.downes.com.au A.C.N. 010 841 639
Cient- Ribarja Property
Contour Interval
Local Authority —
Project —
CONTOUR & DETAIL SURVEY
over Lots 6 & 7 on SP264847
Hofmann Drive, Noosaville
0-2 NOOSA SHIRE COUNCIL
Level Dat
ect uD (derived) |“°a!'- NOOSAVILLE
Horizontal Datum /Meridian Scale Surveyor | Drafted
SP264847 (a3) 1/400 | ns BJ
Horizontal Co Ordinate System | Date Surveyed Date Drafted
ARBITRARY 25/05/2018 | 29/05/2018
Level Origin Approved.
T. Vella
OPM 17873100 Leticia cceceeennnneee
RL 4.169m Plan No.
Z80540.D0l
Section 18
31 May 2019
Appendix 3
MPN Plans
Excellence with Economy in Engineering 14
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Section 19
27000 5650
INLET
900 x 900 ACCESS
Emt A Emt J Emt H
MCH4891 MCH4539
MCH4539
II
II
II
II
II
II 7
II
II
II
II
II
II
II
900 x 900 ACCESS
II
II
II
II
II
II
II
6 SL6.100
WEIR RL 5.30 TO CARTRIDGE BAY
RAMP 1:8 900 x 600 GRATED
II 7
FIELD INLET RL4.60
6200
CAR PARK DRAINAGE SHOWN INDICATIVE BASE AREA = 164m2
AND TO BE CONFIRMED BY HYDRAULIC WEIR RL 5.40
1500
ENGINEER AT DETAILED DESIGN STAGE INLET
15 x 460 STORMWATER
OUTLET
1500
1 360 PSORB STORMFILTER
- CARTRIDGES
BASEMENT
(BELOW) AT FFL2.70
CAR PARKING CAR PARKING
STORM FILTER DETENTION TANK DETAIL PLAN
SCALE 1:100
150 COVER
900 x 900 ACCESS 900 x 900 ACCESS
TO CARTRIDGE BAY
SURFACE LEVEL INLET PIPE
LANDSCAPE
LANDSCAPE
Ø525 OUTLET WEIR RL 5.40 WEIR RL 5.30 INLET
950
800
700
BASE RL 4.60
RAMP 1:7
6 OUTLET 1 OUTLET 2 15 x 460 STORMWATER 360
SP264847
7 LANDSCAPE Ø375 AT IL4.60 2 x Ø225 AT IL4.65 PSORB STORMFILTER
SP264847
RAMP IS NOT SUBJECT TO CARTRIDGES
DIRECT RAINFALL (ROOFED)
RUNOFF TO BASEMENT
WILL BE MINIMAL SECTION 1
SCALE 1:50 -
ROOF 1
ROOF 1
GROUND FLOOR
NOMINAL FACE
GROUND FLOOR
FFL 6.15
FFL 6.15
OF KERB
FSL6.10 6
UNDERGROUND TREATMENT Emt BA
AND DETENTION TANK SP222982
EDGE OF PAVEMENT TYPE B2 - BARRIER KERB (BK)
FALL
DESIGN LEVELS
0 0.2 0.4 0.6 0.8 1.0
FALL
FL EDGE OF PAVEMENT TYPE B1 - BARRIER KERB AND CHANNEL (BKC) SCALE 1:20 (A1) 1:40 (A3)
DESIGN LEVELS
0 0.5 1.0 2.0 2.5
FL
SCALE 1:50 (A1) 1:100 (A3)
LANDSCAPE LANDSCAPE EDGE OF PAVEMENT TYPE M6 - FLUSH KERB (FL)
BK DESIGN LEVELS 0 1 2 3 4 5
FIELD INLETS PROVIDED FOR
FSL5.90 HYDRAULIC ENGINEER
CONNECTION OF ROOF WATER DENOTES SETOUT POINT SCALE 1:100 (A1) 1:200 (A3)
EX5.40 Emt S E W
FH
BK FSL5.75 E
BK
SP264847
FSL5.40 S S W S T 0 5 10 12.5
Emt R WAY T
IPWEAQ KERB AND KERB AND CHANNEL
ING DRIVE
S S E W
S
EXIST S S
SP264847 S S
E T S
S W SCALE 1:250 (A1) 1:500 (A3)
S
S
BKC E T S SET-OUT POINTS AND DESIGN LEVELS
EX5.80 T W
S S
S E S (REFER IPWEAQ STD DWG No RS-080)
Emt O
S S
T W
S S S S
SP244573 E S SCALE 1:20
EX5.60 T W
E
S E 16.05.19 PRELIMINARY ISSUE KC MH
SW SW SW SW T W 6
SW S
6
BKC SW SW SW SW E W D 17.04.19 PRELIMINARY ISSUE KC MH
IL 4.506 SW SW T S
SW E W C 30.10.18 PRELIMINARY ISSUE KC MH
S
CONNECT TO EXISTING T
W
STORMWATER PIT
E B 24.08.18 PRELIMINARY ISSUE KC MH
LEGEND
S
OUTLET TO BASIN W T SW
SW
E IL 4.290 (ESTIMATED) E SW EXISTING PROPOSED A 30.07.18 PRELIMINARY ISSUE BCM MH
T
S
W W SW SW SW
PROPERTY BOUNDARY ISSUE DATE AMENDMENT BY APP
E T S
SW
E
3 W 5.00 CONTOUR COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
FH
SP246584 WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S BUILDING
FH
CONSULTING PTY LIMITED 2017 ©
W
E
FH
CONCRETE MPN Consulting Pty Ltd
DRIV
E SW
mpn
T
S
T ABN: 39 062 191 799
E W SW EDGE OF BITUMEN
T 39 Sherwood Road, Toowong, Qld, 4066
W
E T
S
SW KERB P: 61 7 3335 4555
W consulting F: 61 7 3371 3196
KERB AND CHANNEL
E
S SW E: [email protected]
T E T
W SW NOTE: FLUSH KERB
E
ET
S
SW ENVIROPODS TO BE FITTED SW STORM WATER MAIN CLIENT:
W E SW
NOT FOR CONSTRUCTION
T
E S
NN SW TO EACH FIELD INLET PIT W WATER MAIN RIBARJA PROPERTY
FMA
W W T SW S SEWER MAIN
T E
HO SW
S
SW SW
T TELSTRA CABLE HOFMANN DRIVE MEDICAL CENTRE
W E E U/G ELECTRICITY
E
SW
S
SW O/H ELECTRICITY
N
E SW
SW
LANDSCAPE WALL
S SW SW SWALE DRAIN HOFMANN DRIVE, NOSSAVILLE QLD
E
TREATMENT TABLE FINISHED SURFACE LEVEL FSL 22.22
CATCHMENT IMPERVIOUS STORMWATER DRAINAGE
MUSIC NODE TREATMENT TYPE
AREA (Ha) AREA (%) ROOF AREA TREATMENT PLAN
ROOF 0.305 100 DESIGN: ND DRAWN: ND SCALES: AS SHOWN
CHKD: APPRD: DATE:
ROAD AREA
LANDSCAPE STORMWATER 360 ENVIROPODS 0.115 25 mpn JOB DRAWING No. REV
AND STORMFILTERS
ROAD 0.254 100 LANDSCAPE AREA 7700 DA.01 E
PRELIMINARY
Section 20
EXISTING
LEGEND PROPOSED
Emt A Emt J Emt H PROPERTY BOUNDARY
MCH4891 MCH4539
MCH4539
5.00 CONTOUR
II II
II
II
II
II 7 II
II
II
II
II
II
BUILDING
II
II
II
II
II
II
II
II
II
6
CONCRETE
7 EDGE OF BITUMEN
II
KERB
KERB AND CHANNEL
FLUSH KERB
SW STORM WATER MAIN
W WATER MAIN W
S SEWER MAIN S
G GAS MAIN
T TELSTRA CABLE
E U/G ELECTRICITY
O/H ELECTRICITY
N
LANDSCAPE WALL
TOP OF BATTER
FACE OF BATTER
TOE OF BATTER
SWALE DRAIN
FINISHED SURFACE LEVEL FSL 22.22
6 7
SP264847
SP264847
PROPOSED BUILDING PROPOSED BUILDING
6
Emt BA
SP222982
W
S
E
Emt S E W S
FH
SP264847 E
PROPOSED SEWER S S W S T
Emt R CONNECTION S S S S E W T S
SP264847 S
E T
S
S S
S S
T
W PROPOSED WATER
S E S
S S T W CONNECTION
S E S
Emt O
S S
T W
S S S S
SP244573 E S
T W S
E
SW SW SW SW T W 6
SW S
6
SW SW SW SW E W D 17.04.19 PRELIMINARY ISSUE KC MH
SW SW T S
SW E W C 30.10.18 PRELIMINARY ISSUE KC MH
S
PROPOSED STORMWATER CONNECTION T
W
E S
SW
B 24.08.18 PRELIMINARY ISSUE KC MH
W T
SW
E E SW A 31.07.18 PRELIMINARY ISSUE BCM MH
T S
SW
W W SW SW ISSUE DATE AMENDMENT BY APP
E T S
SW
E
3 W COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
FH
SP246584 WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S
FH
CONSULTING PTY LIMITED 2017 ©
W
E
FH
MPN Consulting Pty Ltd
DRIV
E SW
mpn
S
T
T ABN: 39 062 191 799
E W SW
T 39 Sherwood Road, Toowong, Qld, 4066
W
E T
S
SW P: 61 7 3335 4555
E W consulting F: 61 7 3371 3196
S SW E: [email protected]
T E T
W SW
E
T
E S
SW CLIENT:
W E SW
NOT FOR CONSTRUCTION
T
W E T
S
SW AN N SW RIBARJA PROPERTY
M
W
T E
H OF SW
S
SW SW
HOFMANN DRIVE MEDICAL CENTRE
E
HOFMANN DRIVE, NOSSAVILLE QLD
SERVICES CONNECTION PLAN
DESIGN: ND DRAWN: ND SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 5 10 12.5 7700 DA.02 D
SCALE 1:250 (A1) 1:500 (A3)
PRELIMINARY
Section 21
BATTER TO NATURAL
EXISTING
LEGEND PROPOSED
Emt A Emt J Emt H
MCH4891 MCH4539
MCH4539 PROPERTY BOUNDARY
II II 5.00 MAJOR CONTOUR 5.00
II
II
II
II 7 II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
6 MINOR CONTOUR
BUILDING
TEMP 1 IN 2
II
7
BATTER
TEMP 1 IN 2
REFER STRUCTURAL
BATTER
RET WALL RETAINING WALL
ENGINEER DRAWINGS
TOP OF BATTER
FACE OF BATTER
TOE OF BATTER
APPROVED RETENTION METHOD SWALE DRAIN
REQUIRED TO EXCAVATE FULL CUT OFF DRAIN
EXTENT OF BASEMENT. EXTENT OF BASEMENT EXCAVATION
WITHOUT ADDITIONAL RETENTION TREE
TEMP 1 IN 2 METHODS INSTALLED
BATTER BOREHOLE BH1
TEMP 1 IN 2 CUT AREA
BATTER
FILL AREA
PL 2.480
EXISTING
BUILDING APPROVED RETENTION METHOD BATTER TO NATURAL
REQUIRED TO EXCAVATE FULL
EXTENT OF BASEMENT.
6 7
SP264847
SP264847
BATTER TO NATURAL
NOTE:
RPEQ CERTIFIED D&C SHORING SYSTEM
RL2.48 RL2.48
WILL ENSURE SUPPORT OF NEIGHBOURING
BUILDINGS DURING CONSTRUCTION AND
6
OPERATIONAL PHASE.
EXTENT OF BASEMENT EXCAVATION
WITHOUT ADDITIONAL RETENTION
METHODS INSTALLED
Emt BA
SP222982
RAMP 1:6
TEMP 1 IN 2
BATTER
TEMP 1 IN 2
BATTER
SL5.40
E
BATTER TO NATURAL Emt S E W S
FH
SP264847 E
S S W S T
Emt R S S S S E W T S
SP264847 S S
E T S
S S W
S E T S
T W
S S
S E S
Emt O
S S
T W
S S S S
SP244573 E S
T W S
E
SW SW SW SW T W 6
SW SW S
6
SW SW E W
SW T
SW
IVE
S
SW
SW E W S
N N DR C 17.04.19 PRELIMINARY ISSUE KC MH
T
M A
HOF
W
E S
SW
B 24.08.18 PRELIMINARY ISSUE KC MH
W T
SW
E E SW A 31.07.18 PRELIMINARY ISSUE BCM MH
T
S
W W SW SW SW
ISSUE DATE AMENDMENT BY APP
E T S
SW
E
3 W 0 5 10 12.5 COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
FH
SP246584 WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S
FH
CONSULTING PTY LIMITED 2017 ©
W
E SCALE 1:250 (A1) 1:500 (A3) MPN Consulting Pty Ltd
DRIV
mpn
ABN: 39 062 191 799
39 Sherwood Road, Toowong, Qld, 4066
P: 61 7 3335 4555
consulting F: 61 7 3371 3196
BATTER TO FINISH 500mm E: [email protected]
WITHIN PROPERTY
RP BDY
CLIENT:
NOT FOR CONSTRUCTION
BATTER IS NOT TO ENCROACH ON NATURAL GROUND RIBARJA PROPERTY
RP BDY
RPEQ D&C SHORING SYSTEM ZONE OF INFLUENCE OF ADJOINING
TO BASEMENT EDGE STRUCTURES OR SERVICES
HOFMANN DRIVE MEDICAL CENTRE
1
FINISHED FLOOR 2 BULK EARTHWORKS LEVEL HOFMANN DRIVE, NOSSAVILLE QLD
1
100 THICK SLAB (CONFIRM LEVEL - FFL 2
WITH STRUCUTRAL PLANS) PAD RL 2.480
CONCEPT BULK EARTHWORKS
20mm SAND DATUM RL0.00 PLAN
100mm CBR 15
BULK EARTHWORKS DESIGN: ND DRAWN: ND SCALES: AS SHOWN
PAD LEVEL - BEL APPROVED RETENTION METHOD TYPICAL EARTHWORKS SECTION
CHKD: APPRD: DATE:
REQUIRED TO EXCAVATE FULL SCALE 1:200
EXTENT OF BASEMENT. mpn JOB DRAWING No. REV
TYPICAL BUILDING PLATFORM DETAIL
N.T.S. 7700 DA.03 C
PRELIMINARY
The text continues on section 22.