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Response to Council's Information Request · MCU14/0077

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                                                                       16th October 2014

The Chief Executive Officer
Noosa Council
PO Box 141
TEWANTIN       QLD      4565

Attention: Glen Conforti

Dear Glen,

        RESPONSE TO COUNCIL’S INFORMATION REQUEST (MCU14/0077)

Property Description:          Lot 10 on SP230643
Property Address:              10/100 Rene Street, Noosaville Qld 4566
Development Type:              Application for a combined Development Permit for Material
                               Change of Use to establish an Industrial Business, Type 1
                               Warehouse and Retail Business, Type 4 Showroom (Trade
                               Related Showroom, Plumbing Supplies) and Operational
                               Works (Stormwater Drainage, Landscaping, Car Parking
                               and Access Driveway)
Local Authority:               Noosa Council
Planning Scheme:               Noosa Plan
Our Reference:                 53213
On Behalf Of:                  Wilson Clark Construction Pty Ltd

1.0    PREAMBLE

With reference to the above development application, we hereby provide the following
response to Council’s Information Request letter dated 10 October 2014.

2.0    INFORMATION REQUESTED

Landscaping

Issue
The proposed Philodendron Xanadu and Trachelospernum tricolor are not native
species and are not supported.

Information Required
1. Please provide an amended landscape plan with suitable native species to replace the
     philodendron and jasmine species.

In response to Item 1 of Council’s Information Request, please refer to the amended
Design Plans DD701 and DD702 prepared by Cool Architecture included within Appendix
A of this response. The amended Design Plans replace both the philodendron and jasmine
species with suitable native species from Council’s approved list of plants.

Issue
It is considered that the Linospadix monostachya will not adequately screen the
bin enclosure.

Information Required
2. Please provide an amended plan extending the Acmena smithii plantings to
     the eastern side of the bin enclosure.
Full text of the other 34 pages

Page 2

In response to Item 2 of Council’s Information Request, please refer to the amended
Design Plans DD701 and DD702 prepared by Cool Architecture included within Appendix
A of this response. The amended Design Plans extend the Acmena smithii plantings to
the eastern side of the bin enclosure.

Engineering

Issue
The proposed carparking area is not dimensioned and Council has concerns with
the potential for conflicts with vehicles in spaces 12-15 and vehicles entering the site.

Information Required
3. Provide a plan of the access driveway and carparking area that:
     (a) is prepared in accordance with AS/NZS2890.1:2004 for the relevant user classes
     (class 1 for staff, class 3 for customers);
     (b) is fully dimensioned; and
     (c) allocates staff and customer spaces (as a minimum spaces 12-15 must
     be allocated as “staff”).

In response to Item 3 of Council’s Information Request, please refer to the amended
Design Plan DD202 prepared by Cool Architecture included within Appendix A of this
response. The amended Design Plan ensures compliance with Items a-c, as outlined
above.

4.   Provide a plan that indicates the travel path for a heavy vehicle (delivery)
     accessing the site, loading/unloading area and exit path. Any carspaces that would
     be obstructed by a heavy vehicle loading/unloading must be allocated as a “staff”
     space.

In response to Item 4 of Council’s Information Request, please refer to the amended
Design Plan DD203 prepared by Cool Architecture included within Appendix A of this
response. The amended Design Plan indicates the travel path for a heavy vehicle
(delivery) accessing the site, loading/unloading area and exit path, and also allocates any
carspaces that may be obstructed by a heavy vehicle loading/unloading as a “staff” space.

Issue
The submitted driveway design plans require additional information.

Information Required
5. Provide additional proposed driveway finished surface levels to demonstrate that
     all surface runoff is directed to the bio basin or alternatively include a grate across
     the entrance to the site that discharges into the bio basin for those areas that do
     not naturally drain to the bio basin.

In response to Item 5 of Council’s Information Request, please refer to the amended
Engineering Plans prepared by Construction Hydraulic included within Appendix B of this
response. The amended Engineering Plans provide additional proposed driveway finished
surface levels to demonstrate that all surface runoff is directed to the bio basin or
alternatively include a grate across the entrance to the site that discharges into the bio
basin for those areas that do not naturally drain to the bio basin.

6.   Provide additional detail of the proposed material and surface finish for the driveway,
     carparking and “fenced open use warehouse” area.

Page 3

In response to Item 6 of Council’s Information Request, please refer to the amended
Design Plan DD201 prepared by Cool Architecture included within Appendix A of this
response. The amended Design Plan provides additional detail of the proposed material
and surface finish for the driveway, carparking and fenced open use warehouse area.
Hydrology

Issue
The Stormwater Management Plan Part B, Stormwater Quality for Proposed Industrial
and Education Development Lot 3 Eenie Creek Road, Noosaville. May 2009 by Barlow
and Gregg VDM approved under MCU132007.1841 and OPW09/0042 intended for roof
water from the building to be treated in the bio retention device prior to exiting the site.
The provided plans indicate that roof water will enter the detention tank and bypass
stormwater quality treatment.

Information Required
7. Please amend the detail design plans to provide for roof water to be treated in the bio
     retention basin in accordance with the approved stormwater quality treatment design.

In response to Item 7 of Council’s Information Request, please refer to the amended
Engineering Plans prepared by Construction Hydraulic included within Appendix B of this
response. The amended Engineering Plans provide for roof water to be treated in the bio
retention basin in accordance with the approved stormwater quality treatment design.

3.0     SUMMARY

In accordance with Section 278 of the Sustainable Planning Act 2009, we hereby provide
Council with a response to all of the information requested and ask that Council proceed
with the assessment of this application. Also, it is requested that Council provide Murray &
Associates (Qld) Pty Ltd with a list of adjoining landowners’ details in order that we may
commence public notification. Should Council wish to discuss any of the above matters
further please do not hesitate to contact Danya Cook on (07) 5441 2188.

Yours faithfully,




Danya Cook B.Urb.Reg.Plan, M.P.I.A., CPP, MDIA
Senior Town Planner
MURRAY & ASSOCIATES (QLD) PTY LTD

Page 4

                                Appendix A



Amended Design Plans


Prepared by Cool Architecture


[OCR of page images]
MURRAY&
ASSOCIATES

SURVEYORS & TOWN PLANNERS

 

 

Appendix A

 

Amended Design Plans

Prepared by Cool Architecture

Page 5

Proposed Industrial Development at
Lot 10/100 Rene Street
Noosaville Q

Elaroo Pty Ltd

- COL ARCHITECTURE SVE J <iNFORMATION REQUEST
Oak Suackhe Bad Nueents ch asea DD 000

Page 6

RP Details

Lot 10 on SP230643

Site Area - 1702 m?

Site Coverage - 47.4% (806.8m?)
Local Authority - Noosa Council
Parish - Tewantin

County - March

Shire - Noosa Shire

Locality - Noosaville

Precinct - E3

Zone Map ZM8 - Shire Business Centre

 

- Extent of Landscaping

 

 

 

 

 

 

 

 

°
S
S
N.
- Shared Zone *
Car Parking Dimensions
User Class 3 - 5400 x 2600 =9 lo
User Class 1 - 5400 x 2400=7 g
User Class 4 - 5400 x 2400=1 (+1) *
2
3
a
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Materials & Finishes
OT 150 §
abs —_ aluminium batten screen
afd aluminium framed auto sliding door
afw aluminium framed window with fixed glass
afws aluminium framed window with sliding panel
awn light weight awning
bol __ bollard Ss
crs colorbond roof sheet - trimdek @ 3° pitch 8g
fe fire extinguisher ~ 8
fg fascia gutter BR
mv mechanical ventilation ~
rd roller door
pef black pvc chainlink fence
ptp painted tilt panel
ptr painted tilt panel with rebates
scd solid core door
scs suspended concrete slab
150
4 3
Note - refer to engineers drgs for 50

floor & driveway levels

Copyright

This design is the intellectual property of Cool Architecture
and is subject to international copyright laws.

The reproduction of this documentation is not permitted
without prior consent.

COOL ARCHITECTURE

Phone: 07 5448 8850
[email protected]
2A | 35 Seaside Blvd Marcoola Q 4564

 

11250

eI) |
La

 

8° 50° 50"
3.037 m

 

line of roof above

line of scs|jabove
f 7
ling 4412" |

 

| abs \
concrete hardstand a _- =
fenced — —]|\_ ' sao 280° driveway
ia ‘open use’ concrete hardstand
warehouse , 2600 , 2400 , 2400 , 2600
136.4m2 2 wl 4 \s

 

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28g auto doors
6 ° || opening afd 27x40
a8 || 27x25 ~..
foyer
type 1
warehouse trade related sales

6m min. ceiling height 3.6m ceiling height

295.0m? 212.0m2

polished concrete

FG 2100x2600__ FG 2100x1850_ 90

 

flexi desk
3600x4300
3.0m ceiling

    
  

3600x3000
3.0m ceiling

   
  

3200x3000
2.7m ceiling

type 4
showroom
3.6m ceiling height

175.0m?

polished concrete

278° 50'50" 50.401 m

T
—!

afw 27x40

 

 

afw 27x40

 
   
  
     

 

 

90 90 330 90 90 90 90
° 14020 “3210 “1599 2490 2630~ 4310 ~ 3000 * 14180 °
,° 46510 "

Floor Plan
Project: _ Issue-Date-Initial-Revision Title:

 

Elaroo Pty Ltd fO \ | A-05.0514-LR-Concept Design
. i + | B-14.05.14-LR-Design Development
Proposed Industrial Dev be C-19.05.14-LR-Draft DA
\ H-11.0914-LR-DA Application Dwgs
Lot 10/100 Rene Street \ i -29.09.14-LR-Internal Planning
Noosaville Q ™ J-14.1014-LR-Information Request

Floor Plan

A3 Scale: Des: LR/GM
1:200 Chk: GM

Project #:
14.019

  
  
  
 
   
 
 
   
 
  
     
 
       
    
     
     
    
    
  
   

13300

 

Drawing #:
DD201

Issue:

J

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Car Parking Dimensions View A \_— - _\—

 

User Class 3 - 5400 x 2600 =9
User Class 1 - 5400 x 2400=7
User Class 4 - 5400 x 2400=1 (+1)

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- Shared Zone

 

 

 

 

 

Note - refer to engineers drgs for
floor & driveway levels

 

 

Parking Dimensions & Turning Circles

     

COOL ARCHITECTVRE Project: — Issue-Date-Initial-Revision Title: Drawing #:
( Elaroo Pty Ltd v\ \ - .14-LR-Concept Design Parking Dimensions & DD202

\ | A-05.0514
. i — B-14.0514-LR-Design Development i i
Phone: 07 5448 8850 Proposed Industrial Dev L C-19.0514-LR-Draft DA Turning Circles
. . \ H-11.0914-LR-DA Application Dwgs -
[email protected] Lot 10/100 Rene Street \ 990914 -LR_Interbal Planning 9 A3 Scale: Des: LR/GM Project #: Issue:
2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q ~ J-14.1014-LR-Information Request 1:200 Chk: GM 14.019 J

Page 8

Car Parking Dimensions .
User Class 3 - 5400 x 2600=9 enter and exit Rene Street

User Class 1 - 5400 x 2400=7 in a forward direction
User Class 4 - 5400 x 2400=1 (+1)

 

 

  
 
 
 
  

- Extent of Landscaping

=
It

 

 

- Shared Zone

 

 

enter site
forwards

 

Note - refer to engineers drgs for
floor & driveway levels

 
 

vine of PCF

 
 
   
 

concrete hardstand
fenced = — ~
| ‘open use’
warehouse
136.4m2

concrete hardstand \

   

line of pef

     

loading bay area

 

line of roof above

 

 

 

 

 

 

 

 

 

 

exit site in
reverse

 

internal road
common
property

 

 

 

Heavy Vehicle Path of Travel

COOL ARCHITECTVRE Project: — Issue-Date-Initial-Revision Title: Drawing #:
( Elaroo Pty Ltd v\ \ -05.05.14-LR-Concept Design Heavy Vehicle DD203

 

A-05.05.14
. i — B-14.0514-LR-Design Development
Phone: 07 5448 8850 Proposed Industrial Dev i C-19.05.14-LR-Draft DA Path of Travel
. . \ H-11.0914-LR-DA Application [email protected] Lot 10/100 Rene Street ;-29.0914-LR-Internal Planning ~ A3 Scale: Des: LR/GM Project #: Issue:
2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q J-14.1014-LR-Information Request 1:200 Chk: GM 14.019 J

Page 9

Materials Legend

 

 

 

 

 

 

 

 

 

 

 

 

 

- Trimdek Roof Sheeting @ 3° pitch

|] - Suspended Concrete Slab to support AC units

- Industrial Style Awnings min. fall

 

- Clearlite or similar
translucent strip roof light
© - Rotary Roof Vent

Note- refer to hydraulic engineers
drgs for gutter and down pipe sizes,
details and location.

Note - refer to engineers drgs for
floor & driveway levels

18150

 

Copyright

This design is the intellectual property of Cool Architecture
and is subject to international copyright laws.

The reproduction of this documentation is not permitted
without prior consent.

COOL ARCHITECTURE

Phone: 07 5448 8850
[email protected]
2A | 35 Seaside Blvd Marcoola Q 4564

 

fenced open
storage

 

driveway

4000

 

 

 

 

 

Toot ight
Toot ight

 

 

 

 

 

 

  

line of scs

 

 

17 16

6

    

15

 

 

line of awning

 

Toot ight

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

landscaping
area

line of awning,

13150

 

 

 

 

 

 

19000
Project:
Elaroo Pty Ltd
Proposed Industrial De

Lot 10/100 Rene Street
Noosaville Q

150 27060

Roof Plan

Issue-Date-Initial-Revision

f\n

 

\ A-05.0514-LR-Concept Design
i + | B-14.05.14-LR-Design Development
Vv -—~ C-19.05.14-LR-Draft DA
\ H-11.0914-LR-DA Application Dwgs
\ i-29.0914-LR-Internal Planning
™ J-14.1014-LR-Information Request

Title:
Roof Plan

A3 Scale:
1:200

Des: LR/GM

Chk: GM

Drawing #:

DD301
Project #: Issue:
14.019 J

Page 10

Materials & Finishes

abs
afd
afw
awn
bol
crs
fg
rd

Vv
pef

ptp
ptr

scd
scs

aluminium batten screen

aluminium framed auto sliding door
aluminium framed window

light weight awning

bollard

colorbond roof sheet - trimdek @ 3° pitch
fascia gutter

roller door

roof vents

black pvc chainwire fence with 3 strands
of barbed wire above 2.4 high

painted tilt panel

painted tilt panel with rebates

solid core weatherproof external grade door
suspended concrete slab

Copyright

This design is the intellectual property of Cool Architecture

and is subject to international copyright laws.

The reproduction of this documentation is not permitted

without prior consent.

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900 8m max. building height _ | 50
Te a | ha .

|
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rear panel ht
7200

awning ht
inery ht
roller door ht

entry panel
ceiling ht

 

150:

Rene Street Streetscape
North Elevation

Note - refer to engineers drgs for
floor & driveway levels

 

COOL ARCHITECTURE Project: Issue-Date-Initial-Revision Title: Drawing #:
\ Elaroo Pty Ltd A-05.05.14-LR-Concept Design North Elevation DD401
. B-14.0514-LR-Design Development
Phone: 07 5448 8850 Proposed Industrial Dev C-19.05.14-LR-Draft DA
- - H-11.0914-LR-DA Application [email protected] Lot 10/100 Rene Street 990914 -LR_Interbal Planning A3 Scale: Des: LR/GM Project #: | Issue:
2A | 35 Seaside Blvd Marcoola Q 4564 Noosaville Q J-14.1014-LR-Information Request 1:200 Chk: GM 14.019 J

Page 11

Materials & Finishes

 

   
 

 

 

 

  

 

 

 

 

        

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Copyright
abs aluminium batten screen This design is the intellectual property of Cool Architecture
afd aluminium framed auto sliding door and is subject to international copyright laws. /
atw aluminium framed window ne reproduction ons documentation is not permitted
awn _ light weight awning without prior consent.
bol bollard
crs colorbond roof sheet - trimdek @ 3° pitch
fg fascia gutter
rd roller door
Vv roof vents
pef black pvc chainwire fence with 3 strands
of barbed wire above 2.4 high
ptp painted tilt panel
ptr painted tilt panel with rebates
scd solid core weatherproof external grade door
scs suspended concrete slab
2000 , 8405 , 3300 | 15300 , 50
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Note - refer to engineers drgs for
floor & driveway levels

COOL ARCHITECTURE | S02225 pay ut soe ontnianaiin rte sens

 

A-05.05.14-LR-Concept Design Side Elevations DD402
. B-14.0514-LR-Design Development
Phone: 07 5448 8850 Proposed Industrial Dev C-19.05.14-LR-Draft DA
. . H-11.0914-LR-DA Application [email protected] Lot 10/100 Rene Street ;-29.0914-LR-Internal Planning ~ A3 Scale: Des: LR/GM Project #: Issue:
2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q J-14.1014-LR-Information Request 1:200 Chk: GM 14.019 J

Page 12

Materials & Finishes Copyright

abs —_ aluminium batten screen This design is the intellectual property of Cool Architecture

afd aluminium framed auto sliding door and is subject to international copyright laws.

atw aluminium framed window The reproduction of this documentation is not permitted
. . . without prior consent.

awn _ light weight awning

bol bollard

crs colorbond roof sheet - trimdek @ 3° pitch

fg fascia gutter

rd roller door

Vv roof vents

pef black pvc chainwire fence with 3 strands
of barbed wire above 2.4 high
ptp painted tilt panel
ptr painted tilt panel with rebates
scd solid core weatherproof external grade door
scs suspended concrete slab

a
o

19300 27210

©
.

boundary

boundary

~
5
8
a
ls
°
le
o

so | 8m max. building height 900 |

 

 

 

rear panel ht

 

awning ht
rear panel ht

Elevation
South Elevation

Note - refer to engineers drgs for
floor & driveway levels

COOL ARCHITECTURE | 2022) eay ux sue ote nr Renato te Senin

 

A-05.05.14-LR-Concept Design South Elevation DD403
. B-14.0514-LR-Design Development
Phone: 07 5448 8850 Proposed Industrial Dev C-19.05.14-LR-Draft DA
. . H-11.0914-LR-DA Application [email protected] Lot 10/100 Rene Street ;-29.0914-LR Internal Planning © A3 Scale: Des: LR/GM Project #: Issue:
2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q J-14.1014-LR-Information Request 1:200 Chk: GM 14.019 J

Page 13

RP Details

Lot 10 on SP230643

Site Area - 1702 m?

Site Coverage - 47.4% (806.8m?)
Local Authority - Noosa Council
Parish - Tewantin

County - March

Shire - Noosa Shire

Locality - Noosaville

Precinct - E3

Zone Map ZM8 - Shire Business Centre

Landscaping
Landscaping Required = 10.0% (170.2m?)

Landscaping Provided 11.8 %(210.0m?)

Note - refer to engineers drgs f
or floor & driveway levels

 

- Existing Landscaping & Turf Areas
outside boundary

 

 

 

5 - Shared Zone with Bollard

 

 

 

- Extent of Bio-retention Basin

COOL ARCHITECTURE

Phone: 07 5448 8850
[email protected]
2A | 35 Seaside Blvd Marcoola Q 4564

 

 

existing

et
S t v e street Z

R e Nn € existing tr
street
existing = tree
street
existing tree
street
tree

   

Cg(16)

driveway
concrete hardstand

fenced open use

concrete hardstand

line of fence
line of gate

building area

Landscaping Plan

 

Project: Issue-Date-Initial-Revision
Elaroo Pty Ltd A-05.05.14-LR-Concept Design
. B-14.0514-LR-Design Development
Proposed Industrial Dev C-19.05.14-LR-Draft DA
H-11.0914-LR-DA Application Dwgs
Lot 10/100 Rene Street i -29.09.14-LR-Internal Planning
J-14.1014-LR-Information Request

Noosaville Q

 

path
continues

 

LI(96)

Ca(97)
Cf(96)
Ju(97)
Fn(97)

\

driveway
concrete hardstand

Lm (12)

Er (23)
Cg (2

O Oj
Title: Drawing #:
Landscaping Plan DD701
A3 Scale: Des: LR/GM Project #: Issue:
1:200 Chk: GM 14.019 J

Page 14

Legend
Y

driveway

 

Proposed Landscaping
as shown on DD101

 

 

Proposed Concrete Hardstand
Type 1~ to owners specification

 

 

 

Proposed Bio-retention Basin
to engineers design and detail

 

 

 

 

 

 

 

Fence Type 1 - black pvc chainwire fence with 3 strands:
of barbed wire above at 2.4 high

Gate Type 1 - sliding gate on wheels to match black pvc chainwire
fence with 3 strands of barbed wire above at 2.4 high

 

Security Lighting ~ ‘a min. of 4 exterior security lights to be instalied

in accordance with BCA and AS,
Minimum Density Required:
Large Trees 8 metre centres
Small Trees 3 metre centres
Shrubs 1.5 metre centres
Groundcovers 0.5- 1 metre centres
Minimum Sizing Required:
Street and feature trees 45it
Other trees 300mm
Large shrubs 200mm
Groundcovers 150mm

Preparation of garden beds for planting:
Cultivate existing soll in natural ground to a
minimum depth of 150mm. Import clean topsoil
(sandy loam) to a minimum depth of 300mm,
above original ground level. Organic matter, or
gypsum etc, may also be added as necessary
to improve the soil for the best possible growth,
Test the soil using a ‘Soil Test Kit’ to ensure it is
healthy and amend as necessary,

All garden beds to be mounded 300mm min

Bioretention Basins Construction - during
construction and establishment of the
bioretention devices, the supervising RPEQ
must ensure that the device was constructed in
accordance with the document Construction and
Establishment Guidelines: Swales, Bioretention
Systems and Wetainds (Water by Design, 2009)
and that the forms contained in section 3.15
including the associated supporting information
and data are completed. These forms and
certification from the RPEQ that the devices has
been constructed in accordance with the above
mentioned guide, all conditions of approval, and
the approved engineering drawings must be
submitted to council prior to commencement of
use.

 

Use only sun ‘hardened’ plants . Ensure
healthy root system to all plants to be used.
Under no circumstances are root bound plants
to be used.

Trees:

All 45L trees and large shrubs will need to be
staked securely using 1800mm stakes x 2 or 3
@s necessary and tied to stakes usind hesian
webbing, (to prevent plant damage until
established).

Bioretention Basins Construction - A
construction hold point with a council delegate
shall be established once the bioretention
devise underdrainage pipe work is installed. At
the time of inspection, a sample of the drainage
layer, transition layer, and filtration media
materials must be stockpiled on-site,
Laboratory results must be provided for the filter
media which demonstrate that the media
complies with the specification contained in the
latest versiion of the "Guidelines for Soil Filter
Media in Bioretention Systems™ and that the
minimum hydraulic conductivity specified on the
approved engineering plans will be achieved. in
addition, laboratory results must be provided
demonstrating that the transition layer and
drainage layer meet the bridging criteria (stated
in the decision notice).

Mulch:

All gardens are to be mulched with ‘Tee Tree’
mulch to a minimum depth of 100mm , to be
kept 50mm from stems of plants to avoid coolar
rot.

Drainage:
Please ensure adequate drainage is installed
below gardens and paved and concreted areas.

Landscaping - Landscape works must be
supervised, constructed and certified by
qualified persons (please refer to Decision
Notices for definitions).

 

Location of Services and Levels:

Please refer to Hydraulics Plan for full
information on services type and location and
finished levels.

General Notes:

Concrete rollback kerb for carpark edges and
garden boundaries as necessary, to Engineer's
detail.

The Noosa Plan - See Table 14-56 or 14-57 for
minimum Landscaping areas and dimensions.
Landscaping is designed, and to be planted and
maintained in accordance with PSP3 Landscaping
Plants and Guideline.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Plant Schedule
Pian Botantical Name Common Name Height) Spread | Pot

Trees and Large Shrubs

4\*}Ca | Cupaniopsis anacardioides| Tuckeroo 6m 6m 465it

8) As Acmena smithii Dwarf Lilly Pilly 2.5m | 2m 300mm

30 Linospadix monostachya | Walking Stick Palm | 2.5m | 1.5m | 300mm
Small Shrubs and Ground Covers

71| 3° Cg |Carpobrotus glaucescens | Pigface 0.4m | 1.5m | 150mm

56 | Er R Eriostemon spp Qld Wax Flower 0.8m | 0.8m 150mm
Bio-retention Basin - 6 plants min. required per m2

40 Ca | Carex appressa Sedge Bim? | Tufting | 140mm

40 Cf | Carex fascicularis Sedge 8/m? | Tufting | 140mm

40 Fn |Ficinia nodosa Knobby Club Rus 8im? | Tufting | 140mm

40 Ju |Juncus usitatis Upright Sedge 8/m? | Tufting |140mm

40 UU |Lomandra longifotia Mat Rush 8/m? | Tufting |140mm
Maintenance: Long Term:
Itis the responsibility of the owner to maintain Fertilize all plants each spring and when
the property to a satisfactory standard to required during the year. Ensure use of native

‘friendly’ fertilizer. Trees and shrubs to be
pruned after flowering to maintain healthy
growth and shape. Prune at the node for all
natives. Never ‘hard prune’ a plant unless on

Council's approval.

A maintenance regime must be programmed to
maintain mulch, water, fertilizer, pruning and the
care and/or replacment of any damaged or

diseased plant. reliable authority. Due to breaking down,
organic mulch needs to be ‘topped up’ every
Short Term: few years to maintain a thick cover, Stakes and

For the first four weeks all plants must be webbing which support trees may be removed

at centre of bed, above finished pavement . watered for a minimum of 20mins per day after trees are sultably established.
levels, to prevent any ponding around plants. L an d sca p in g reducing to10mins per day for following 5
Fertilize using a slow release fertilizer in ‘pill’ or months, (always water in relation to rainfall).
‘granule’ form, at time of pl ; that
Serie dose not dhecty contest foots.” Notes & Schedules
COOL ARCHITECTURE Project: Issue-Date-Initial-Revision Title: Drawing #:
( Elaroo Pty Ltd A-05.05.14-LR-Concept Design Landscaping Notes & DD702
B-14,05.14-LR-Design Devel t
Phone: 07 5448 8850 Proposed Industrial Dev €-19.0514-LR-Dralt DA _ Schedules
[email protected] Lot 10/100 Rene Street PisaboteLlcterhel plemniag A3 Scale: Des:LR/GM Project #: | Issue:
2A | 35 Seaside Blvd Marcoola Q 4564 Noosaville Q J-14.1014-LR-Information Request 1:200 Chk: GM 14.019 J

Page 15

                                     Appendix B



Amended Engineering Plans


Prepared by Construction Hydraulic


[OCR of page images]
MURRAY&
ASSOCIATES

SURVEYORS & TOWN PLANNERS

 

 

Appendix B

 

Amended Engineering Plans

Prepared by Construction Hydraulic

Page 16

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
     

 

 

 

   

  
  

     
  

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:
D | INTEGRATED WATER CYCLE MANAGEMENT NOTES: DEPENDING ON GROUND CONDITIONS AND IF
1) A refer: ” deemed to comply solutions — stormwater quality management REACTIVE SOIL IS FOUND ALL PENETRATIONS, DRAWI NG SCH EDU LE DA AN D
south east queensland” version 1.0, may 2010 by "healthy waterways” eeOvIGeD OH TO OU OINee AND O Pp F RAT | O N A L WO R K S
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
1. STORMWATER QUANTITY: RETENTION REQUIRED REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
STREET ADDRESS: 2. STORMWATER QUALITY: DEEMED TO COMPLY SOLUTION Cl1
. 3. FLOOD MANAGEMENT: NOT REQUIRED 2864—OP2| STORMWATER MANAGEMENT
1 0/1 OO RENE STREET 4. DEMAND REDUCTION: 4STAR WELS RATED FIXTURES 2864—0P3| STORMWATER QUALITY&QUANTITY DETAILS
2864—OP4| STORMWATER QUALITY MAINTENANCE
N O O S AV | L L E 2864—OP5| EROSION & SEDIMENT CONTROL PLAN (ESC)
2864—OP6| ESC NOTES
REAL PROPERTY DESCRIPTION:
CLIENT NAME: \continues DRAWING SCHEDULE BA
WILSON CLARK CONSTRUCTIONS \ PLUMBING & FIRE
soe EE eo HY
— 2864-1 COVER SHEET
2864-H2 | ROOF & SITE DRAINAGE
2864—H3 | SANITARY DRAINAGE
2864—H4 | WATER SUPPLY & HYD COVERAGE
% REFER "VOM
Bo BI
was Stat
artiet a . a © de 4 a 4 . 2 — —___§—___os
scree st 2. fenced, opens 40 fie ay ef ee a) .
4 4 S21 & q 4 2
. StOrdgg* sf) Ua a, ‘ ‘ ee
‘ ‘al o* we ga ( |
4 4 * < 4 4 I
4 a a oe v 4g “
Lf « Be at, «| NOTE
1, a 4 a g 4 ag 4 | :
< “gt as 4%, ae < ae ALL LEVELS ARE SUBJECT TO SURVEY
Sg a” 2 : é “4 a.“ v4 ap
4, |
|4
4 L
4h py — eae
|
wn ‘
PROPOSED oavctopwenr-/ |
Wandoo Ct |
|
a
|
| .
| Site 1701. m?
0 Roof 647m?
| Driveway 806 =m?
LOCALITY_MAP Jif Bs Landscape 248m”
: ‘APPROVED DRAWINGS 7 . 2
SCALE: NTS New impervious 1453. m
|
| CATCHMENT AREAS
] ~ DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Dote
Ron Water 3 Diameter 1. DO NOT SCALE FROM THESE DRAWINGS. 1. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
Existing Water tos.  Cleanoat to surface 2. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPER U.N.O.
s Existing Sewer Cu Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE 15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK(|
Existing Storm water cv Conrol valve CONSTRUCTION. SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
HD Existing House drain cs Cleaners sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Sanitary Drainage Se Gold Woter  anel CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
—sw— Grey Water Bey Double check walve 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
TTT TTT fant oe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
~~ = Foe ater Elev Dge Evevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
Storm Water Drainage Fe False. ceiling 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY. B_| NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI [15-10-14
____----- fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD A | NEW ARCHITECTURAL LAYOUT 11209214
Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ieoue Noles Date
FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION xX bios 1a
Rain Woter Ri fu Fixture units on tro REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval < aoe tt
— ain Mater NISer GP Gully. pit P P 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval i
Ce) ° Cold Water Riser GMH Gully Man Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.N.O.), For Tender
Down Pipe ay Gate valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VALVES For Construction
(=~ © Stack jot water DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O.
Vent Pipe Hoe gouse connection branch SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT bs Constructed
@) 5 HL High level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
@) ° Group Vent IC inspection Chamber APPLICABLE. FIRE STOP COLLARS TO BE USED ON ALL PLASTIC PIPEWORK PENETRATING FIRE RESISTANT CONSTRUCTION. COVERS & FRAMES
Fduct Vent iL invert. Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
= Induct Vent io inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
: ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. ;
(8) © Hot Water Riser Kec yore Channel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. Hyd raulic ya
(3). Fire Dropper NRV Nene urn valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE. \-
PLV Pressure limiting valve 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. - Rel +A MlEAust RPEQ No 7023
—— —V_s“Vallve PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH"NITRILE” RUBBER RINGS. GRATINGS ; . CONTACT: Reinhold Koenning "s °
he Hose Cock Ree Reel Property seeeaetn 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE 1. CeO SSO COROT NON ER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
RPZD Red PI Z devi BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
an tt Se RT as eee SIS are ass Ao SES re (on sts
en Enlarger ain water Nea : CLIENT :
SD Sanitary Drainage STORMWATER DRAINAGE
SL Surface Level 7 TINDERGROUND PIPEV
1. UNDERGROUND PIPEWORK SHALL BE @100 PVC CLASS SW MIN GRADE 1:100 U.N.O. WILSON CLARK CONSTRUCTIONS
. Si Si on
ore Overflow Relief Gully s/t Sate Tray 2. DOWNPIPES SHALL BE @100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat Si) Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 1. ALL HYDRANT PIPEWORK TO BE IN ACCORDANCE WITH AS2419-2005 CLAUSE 6.8. ARCHITECT :
[]o we Water td Tropped Tundish REQUIRED. 2. ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH AS1345. COOL ARCHITECTURE
1G Test gate 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUND THE HANDWHEEL. y J
sk Sink td Tundish 5. POLLUTION CONTROL MANAGEMENT PLAN (PCMP): 4. ALL HYDRANTS TO BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FACE OR WALL BEHIND IT. THE VAVLE OUTLET IS TO BE (Prosect: 10/100 RENE STREET \
Tat Trench grate transverse bar 51. TO BE RESPONSIBILITY OF BODY CORPORATE HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL. NOOSAVILLE
LT Laundry Tub Tou) Trench. grate Se ve 52. TO LIST ALL IN FLOW FILTERING DEVICES LIKE LEAF EATERS AT DP'S AND OTHER FILTERS. 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP
ol wm — Washing Vv Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine u/g Underground 5.4. TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 6. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
u/s Under slab / 7 A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
6 FWG Floor Waste Gully Ont Fed oth AS TO MANUFACTURES SPECIFICATION
U.0.0. nless noted otherwise , IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING.
; ws Water supply MINIMUM QUARTERLY, BUT MONTHLY IN RAINY SEASON
as Bn Basin “AFTER EACH MAJOR RAINFALL EVENT 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
5.5. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. AUTHORITY PUMP APPLIANCE HAS ACCESS.
CC) 8th Both Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: = <@100 ORE ConerR MOVE Soo uns IN GROUND. COVER SHEET M)
SS mes ~ eee “210 FRGLTELG/ PE B COPPER SERS
La «= ME_—s Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design | RK. | checked | Ch [Date 21-05-14 | Dwg, No. AMD.
SCALE: 1 : 200 on at uno.| 1 of 6 (4) 2864-1 By
RPD:— LOT 10 SP 230643

Page 17

 

PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS:

 

1. PROPOSED FOOTPRINT AREA: 60sqm

2. EXTENDED DETENTION DEPTH: 250mm

3. DEPTH OF FILTER LAYER: 400mm

4. DEPTH OF TRANSITION LAYER: 100mm NOTE:

5. DEPTH OF DRAINAGE LAYER: 200mm — 400mm

6. CATCHMENT AREA HARDSTAND: 806sqm ALL EXISTING SERVICES HAVE BEEN PLOTTED
z LEVEL oF SURROUND GOUND: FFL4.570 FROM COPIES OF THE DRAWINGS PROVIDED
9. SURFACE LEVEL OF FILTER LAYER: FFL4.320 BY VDM ENGINEERS AND SHALL BE

10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220 CONFIRMED PRIOR TO CONSTRUCTION. ALLOW
11, MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 32sqm (PROPOSED: 32sqm)

12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER

 

FOR ALL COSTS OF SURVEY.
REFER DETAILED DESIGN ON DRAWING 2864-3

  

path
continues

2 = | ting / \ 1

eXIS TING
street
tree

   
  
  
     
 
   

EXISTING FIELD INLET
900X900 % REFER VDM
SL4.565
IL2.554
MAKLE GOOD TO BE THE BIO

RETENTION SYSTEM BYPASS
. CHAMBER. REFER DETAIL
street -

tree

 
   

existing

 

 

EXISTING
STORMWATER PIPE

 

 

375 RCP
USIL2.554

 

 

 

 

    

  

       
     
    
 
   
   
 

NEW HI-FLOW BYPASS \
CHAMBER REFER TO DETAILED
SECTION A441 \

ALLESS\ MAICN REren Ih

MANUFACTURER

RISE $225 TO
OVERFLOW CHARGOING
LEVEL OF IL4\320

 

PROVIDE ‘ON SITE STORAGE

FOR PEAK FLOW MITIGATION.
PROPOSED ARE 2 off \

CONCRETE, TRAFFICABLEQ) \
TANKS (OW SLAB WITH AN
EFFECTIWE STORAGE VOLUME
OF TOTAL 10,000L

 
 
 

 
 

9225 T
OVERFLOW
CHAMBER

 
 
 

 
 
 
  

 

  
   

 

\ ao. \
PROVIDE, 240! wide)

   
     
    

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3° a, TRENCH’ GRATE AND
REFER TANK ASSEMBLEY be % DISCHARGE. DIRECTLY
KY @ \ 7
DETAIL < & TO\ TOP
%
A 2
a\ @
TOP OF TANKS RL4.545 b\ 2B
BOTTOM OF TANKS RL3.245 3
! \ S
fenced oriveway 4
eCNCE 4
%
/ / 4
open use 4
% \
arehouse 3
— %
17 16) 5 14 (
bol
YS yy 4
es Ke & 4 Z
<6 KA z is shareds
= DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
IL4.600 1L4.215 ZONne FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
@225 1:200 $225 1:200 @225 1:200 @225 1:200. —
| | a) Amd Description Date
CO EE TE ( 1/7 EE EG ( ON ( EN a
7 /O l } \
[email protected] b Lb 4 / & > FFLS.050 |
1 1 — 1
\
© © ® \@o 8
ARonin | + FFL5.050
JPENING 1 1 1 e 1 1 1 2 C | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI |15—10-14
C/xed B_| NEW ARCHITECTURAL LAYOUT 11-09-14
f O Y er H A_| INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
L Issue Notes Date
, J H os For Development Approval| X 21-05-14
t v [ ) eC | t VY 2 C T & For Building Approval x 21-05-14
[| For Tender
warehouse trade related sales Snowroom + rrs.oso for Const
L As Constructed
| I E Hydraulic 3:
| Y— . : Y
contact: Reinhold Koenning MiEAust RPEQ No 7023
{| PO Box 181
Moffat Beach, QLD, 4551 AHSCA
email: [email protected]
_ H PH: (07) 5491 4333 FX: (07) 5491 4233
\ CLIENT :
Le ; J / vower 1 WILSON CLARK CONSTRUCTIONS
staff » — o plumbing ARCHITECT :
ink Cc 1 CLI tucker
room ‘5 lexi desk] of fice we LL COOL ARCHITECTURE J
com $ (Proect: 10/100 RENE STREET Y
NOOSAVILLE
disabled DRAWING TITLE:
STORMWATER
MANAGEMENT
PLAN
Design RH, Checked | Cro [Date 21-05-14 | Dwg, No. AMD.
\ Scale: 1: 100 On At U.No.| 2 Of 6 2864—OP2 Cy
RPD:— LOT 10 SP 230643

Page 18

 

   
   
   
   
 

 
    
   

EXISTING AND REFURBISHED
CONCRETE OVERFLOW CHAMBER
WITH EXISTING 375RCP TO

 

 

Ww
O
O
O
500 WIDE BATTER SURROUNDING BIO
RETENTION SYSTEM > 0
NEW HI-FLOW BYPASS CHAMBER DISCHARGING TO RETENTION TANKS
NOTE:
SET OVERFLOW WEIR LEVEL TO 4.520 AND DISCHARGE OVERFLOW DIRECTLY TO
RETENTION TANKS VIA #225
$225 FROM TANKS
NOTE:
THE ENTIRE TRENCH OF THE BIO RETENTION
SYSTEM SHALL BE WRAPPED WITH AN IMPERVIOUS 32sqm BIO RETENTION VEGETATED TREATMENT
LINER SURFACE AREA
BIO RETENTION SYSTEM (BRS)
PLAN VIEW_1:100
TYPICAL:
%100 SLOTTED PVC WITH
CLEANOUT TO SURFACE
USING SCREW CAP.
USE 2*45deg BEND AT
INVERT.
DO NOT USE 90deg BEND! TYPICAL 9100 SLOTTED PVC
WITH CLEANOUT TO SURFACE
PROVIDE 1:200 GRADING OF
DRAINAGE LAYER TOWARDS
CHAMBER.
NOTE:
ONLY PRE FABRICATED SLOTTED
BIO RETENTION SYSTEM LEVEL PIPE IS PERMITTED! SLOTS
PRODUCED BY HELP OF A
SCHEDULE GRINDER CAN NOT BE
TOLERATED!
EDGE OrRear Ne 4.570 BIO RETENTION SYSTEM

SURFACE

SUBDRAINAGE LAYOUT 1:100

 

WEIR LEVEL BYPASS
CHAMBER

 

WEIR LEVEL OF EXISTING
CHAMBER

 

SURFACE LEVEL OF FILTER
LAYER

 

 

LAWFUL POINT OF DISCHARGE 6000

  

ACCESS HATCH REFER
TO MANUFACTURER

4.570

 

 

INVERT LEVEL OF FILTER
LAYER

 

 

 

 

 

 

 

 

INVERT LEVEL OF TRASITION
LAYER

 

 

 

 

INVERT LEVEL OF DRAINAGE
LAYER

 

 

 

 

 

 

 

 

 

4.520
DRIVEWAY /CARPARK
4.570 / ACCESS HATCH REFER
TO MANUFACTURER
4.320 :
ho 4 a « “ ‘4
‘ a
3.920 OC)
Va Sf | 6225 OVERFLOW FIXED
Va 9225 COMMUNICATION 1 peanceTs °° ‘
3.820 8225 FROM |, PIPE AT HIGH LEVEL -
BYPASS CHAMBER 100 COMMUNICATION “ SLOW LEAK WITH 6100
PIPE AT LOW LEVEL Ihe ORIFICE PLATE
3.620 TO ; Lhe \
3.220 Ly a s— x 7 z
ia : oo 2 yl. ee De 7 7 v4

 

   
  

EXISTING 375RCP

—
—\
o
O

  
  
  
 
 
 
 
 
 
    
  

   

 

 

 

 

 

 

 

EXISTING GRATED FIELD INLET TO BE-
MADE GOOD FOR FUNCTION AS
OVERFLOW AND HIGH FLOW BYPASS
CHAMBER, CONCRETE WITH WEIR AT
SL4.520 AND HINGED, ELEVATED
GRATE.

THE ENTIRE BRS TO BE WRAPPED————

IN A WATERPROOF MEMBRANE

NOTE:

BATTER OUTSIDE OF-
FILTER MEDIUM
SURFACE AREA.
PROVIDE ROCKS
AND PEBBLES.

 

200 EXTENDED DETENTION DEPTH

 

4.570

 

600 FILTRATION nn

  
 

 

3.620

 

100 TRANSITION LAYER

 

3.420

 

 

200 DRAINAGE LAYER—————__!

 

 

 

  
 

@225 FROM ON SITE
RETENTION TANKS

 

   

 

XISTING 375 RCP
LAWFUL POINT OF DISCHARGE

 

 

ALL MANHOLE AND CHAMBER
PENETRATIONS REQUIRE
BEING SEALED WITH NON

SHRINK GROUT

SO AS TO

ENSURE NO LATERAL

RAL BIO RETENTION SYSTEM (BRS) — Chanesr, Ye OMARDS

GROUND WATER

AFTER CONSTRUCTION.

WHEEL STOPPER

PARKING DETAIL WITH WHEEL STOPPER

 

EXISTING STORMWATER
CHAMBER. MAKE GOOD AND
RISE WEIR LEVEL TO
AHD4.570. CHAMBER WEIR
LEVEL HAS TO BE 50mm
ABOVE BYPASS CHAMBER
WEIR LEVEL!

4.570

 

| 0 RETENTION SYSTEM

 

@225 TO LAWFUL POINT
OF DISCHARGE

 

 

 

 

INVERT LEVEL OF BYPASS
CHAMBER

 

3.220

 

 

 

 

RETENTION TANK ASSEMBLEY DETAIL

 

SCALE: NTS

4 a.
ay4 4
ae

 

 

 

 

EXISTING 375 RCP
LAWFUL POINT OF DISCHARGE

FLOW (LITRES/SEC.)

NTS

SECTION
SCALE 1

BIO RETENTION SYSTEM NOTES

CROSS SECTION

    
   

50

TYPICAL 100 SLOTTED PVC
WITH CLEANOUT TO SURFACE
PROVIDE 1:200 GRADING OF

NOTE:

ONLY PRE FABRICATED SLOTTED
PIPE IS PERMITTED! SLOTS
PRODUCED BY HELP OF A
GRINDER CAN NOT BE
TOLERATED!

CATCHMENT: HARDSTAND 806m?

e FILTER MEDIUM AREA:

e FORE BAY AREA:

e PROVIDE #100 SUBSOIL DRAINAGE WITH
CLEAN OUT POINTS AS INDICATED.

200 EXTENDED DETENTION DEPTH

  

 

 

  

 

 

 

 

 

 

 

 

40m?
0.6m?

ATTER OUTSIDE OF
FILTER MEDIUM
SURFACE AREA.
PROVIDE ROCKS
AND PEBBLES.

 

 

    
   

 

 

 

 

 

 

 

 

 

 

 

 

 

4.570 4.520 4.570
Ne ,
SNe
[Jo THE ENTIRE BRS TO BE WRAPPED
IN A WATERPROOF LINER
9225 FROM TO ON SiTtE-———"* : 3.620
RETENTION TANKS yy 3.420
600 FILTRATION LAYER DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
100 TRANSITION LAYER FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
200 DRAINAGE LAYER Amd Description Date
| 500 | 3088 500 |
BIO RETENTION SYSTEM (BRS)
CROSS SECTION
SECTION
SCALE 1: 50 C | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI [15-10-14
B | NEW ARCHITECTURAL LAYOUT 11-09-14
A_|INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
Issue Notes Date
For Development Approval] X 21-05-14
For Building Approval x 21-05-14
For Tender
60 ——— NO RETENTION For Construction
50 WITH RETENTION As Constructed
40
a ~
30
a
20 <= : wh
. 7 _————— = —_ Hydraulic 3:
7 ~ =—._]
0 Y . .
2 4 6 8 10 12 14 16 18 contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
TIME (MINS.) Moffat Beach, QLD, 4551

 

 

 

STORMWATER HYDROGRAPH THROUGH PROPOSED MITIGATION TANK

 

PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK

 

TOTAL PROPOSED TANK VOLUME:
TANK FOR RETENTION:

RUNOFF & DETENTION CALCULATIONS:
SITE AREA:

NEW IMPERVIOUS AREA:

ROOF CATCHMENT TO TANK:

MAX INFLOW TO TANK AT DESIGN Q20:

MAXIMUM EVENT:
TIME OF CONCENTRATION:
INTENSITY:

PRE DEVELOPMENT PEAK RUNOFF:
PEAK RUNOFF POST DEVELOPMENT:
REDUCTION REQUIRED:

RETENTION VOLUME REQUIRED:
RETENTION VOLUME PROVIDED:

REDUCTION PROVIDED:

10,000 LITRES

1701sqm
1453sqm
647sqm
43L/sec
Q100

Smin
326mm/hr

136L/s
151L/s (NO RETENTION)
16L/sec

8,000 LITRE
10,000 LITRE

23L/s

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

 

 

 

 

 

 

 

 

 

CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PROJECT: 10/100 RENE STREET >
NOOSAVILLE
DRAWING TITLE:
\
STORMWATER
QUALITY&QYANTITY
DETAILS
Design RH, Checked | Cro [Date 21-05-14 | Dwg, No. AMD.
SCALE: 1 : 100 on At UNO.| 3 Of 6 2864-OP3 Cy

 

 

 

RPD:— LOT 10 SP 230643

Page 19

 

RECOMMENDATIONS FOR ESTABLISHMENT & OPERATION:

PHASE OF ESTABLISHMENT:

The first 2 Years after construction are crucial for the performance of the VBFS.
“**Ensure the right plant selection (refer "Healthy Waterways" for plant selection)
*“*During dry periods provide sufficient watering

***Perform regular weed removal

****Replace not established plants where required

OPERATIONAL PHASE:

e Perform routine inspections of the raingarden (VBFS) to identify any areas of obvious increased sediment deposition, scouring from

storm flows, rill erosion of the batters from lateral inflows and clogging

Remove sediment build ups in the raingarden

Repair any damage from vehicle traffic

Provide regular irrigation/watering during extended dry periods
Remove any invasive weeds at any time

Remove plants that have died and replace them

RECOMMENDATION:

Perform routine inspections of the inflow systems in particular the grated drain and clean the grated drain regular from debris and litter
Perform routine inspections of the surface of the raingarden and clean from litter and gross pollutants

Perform regular pruning as to Landscape Architects schedule to encourage growth and healthy establishment of plants
Perform vegetation pest minotoring and control as to Landscape Architects schedule

THE RAINGARDEN IS PROPOSED TO BE A STORMWATER TREATMENT DEVICE AS OPPOSED TO A NORMAL GARDEN
BED. WE RECOMMEND TO SET UP A SIGN EXPLAINING THE PURPOSE OF THE RAINGARDEN.

WIDTH AS SPECIFIED IN PLAN VEGETATED BIO RETENTION SYSTEM LENGTH AS SPECIFIED IN PLAN
Use for mulching: LUCERN, WOODCHIP OR EQUIVALENT.

WIDTH AS SPECIFIED IN PLAN

 

     

NOTES:
1. Use LUCERN OR EQUIVALENT for mulching

 

 

 

FILTER LAYER:

Clay 2-4% (<0.002mm)
Silt 4-8% (0.002-0.05mm)
Very Fine Sand —_5-10%(0.05-0.15mm)

Fine Sand 10-25% (0.15-0.25mm)
Med./Coarse Sand 60-70% (0.25-1.0mm)
Coarse Sand 7-10%(1.0-2.0mm)

 

     
         
     
   

2. Do not use organic Soils or soil fractions
for filter layer.

3. Provide a suitable irragation system required
for the establishment of the plants and for
use in extended dry periods. Irragation
system shall be supplied from the
harvesting tanks.

4. Do not use any geotextile or related

 

TRANSITION LAYER:
Coarse Sand 100% 0.5-2 mm

 

   
   
   

products between filter and transition or
between transition and drainage layers.

 

 

 

 

DRAINAGE LAYER:
CO: EO WOQO SE Fine Gravel 100% 2-5 mm

 

 

 

 

 

 

 

Provide PVC perforated pipe with
diameter as specified in plan.
Minimum 2 off.

5. Geotextiles may be used in addition to the
impermeable concrete & block surrounds.

6. Provide flush out points for subsurface

drainage.

   
     
   

 

 

jd

Connect subsoil
drainage to stormwater
infrastructure as
specified in plan.

 

 

VEGETATED BIO FILTER STRIP SOIL SPECIFICATION

 

(NOT TO SCALE)

 

NOTES:
1. Provide selected plants as to specification of
”Healthy Waterways” http://www.healthywaterways.org/

2. Provide "FOREBAY’ made of rocks and pebbles. For
scour protection. Refer detailed design for area.

MAINTENANCE PLAN

 

 

WATER SENSITIVE URBAN DESIGN TECHNICAL DESIGN GUIDELINES FOR SOUTH EAST

QUEENSLAND (Chapter 5, Item 5.6).

The maintenance of the bioretention basin elements involve:

e Routine inspection of the bioretention basin profile to identify any areas of obvious increased sediment
deposition, scouring from storm flows, rill erosion of the batters from lateral inflows, damage to the profile
from vehicles and clogging of the bioretention basin (evident of "boggy" filter media surface).

e —_ Routine inspection of inflows systems, overflow pits and under-drains to identify and clean any areas of

scour, litter build up and blockages.

Removal of sediment where it is smothering the bioretention basin vegetation.

Where a sediment forebay is adopted, removal of accumulated sediment.

Repairing any damage to the profile resulting from scour, rill erosions or vehicle damage by replacement of

appropriate fill (to match onsite soils) and revegetating.

the plant schedule.

Tilling of the bioretention basin surface, or removal of the surface layer, if there is evidence of clogging.
Regular watering/irrigation of vegetation until plants are established and actively growing.

Removal and management of invasive weeds (herbicides should not be used).

Removal of plants that have died and replacement with plants of equivilant size and species as detailed in

Pruning to remove dead or diseased vegetation material and to stimulate growth.

Vegetation pest monitoring and control.

Refer "Water by design" by HEALTHY WATERWAYS.

 

 

647m? NTRS

 

 

 

 

XS

 

 

 

 

 

 

 

 

ROOF

806m?

7

7

DRIVEWAY

 

BIO RETENTION SYSTEM

TREATMENT TRAIN

 

800

 

 

from carpark
to raingarden

A raingarden is a garden bed which

 

500

uses native plants and free drainage

 

soils to treat the pollutants formed in

 

 

 

 

50

 

to

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

lo stormwater that runs off the driveway Cc ree k
~ and carpark. Raingardens help to
protect our waterways.
! 0
BIORETENTION FILTER & RAINGARDEN MAINTENANCE CHECKLIST
BODY . .
CORPORATE NAME: DATE:
RESPONSIBILITY CENTRE . .
MANAGEMENT NAME: DATE:
OWNER NAME: DATE:
PROVIDE NAME AND DETAILS OF
MONTHLY CONSULTANT IF APPOINTED:
INSPECTION QUARTER
FREQUENCY 6—MONTHLY
DROUGHT
AFTER EVENT
INSPECTION ITEMS YES _|NO ACTION REQUIRED

 

 

Overall appearance healthy?

 

Overall appearance clean?

 

Gross litter_on surface?

 

 

Sediment accumulation at inlet?

 

Sediment accumulation on pebble surface?

 

[Sediment accumulation at pipe outlets?

 

[Sediment accumulation in bypass chamber?

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

[Amd Description Date

 

 

 

 

 

Erosion at forebay?

 

Erosion at overflow?

 

 

Any other erosion?

 

 

 

 

Damage of support structure?

 

 

Any other traffic damage present?

 

 

Damage to grates and lids?

 

 

 

 

Visual plant health ok?

 

Weeds apparent? Weeding required?

A | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14

 

 

 

 

Watering required?

 

 

Irrigation functional?

 

 

Replanting required?

Issue Notes Date
For Development Approval] X 21-05-14
For Building Approval x 21-05-14
For Tender

 

 

Mowing/slashing/pruning required?

For Construction

 

 

 

Surface clogging visible?

 

Excess ponding evident?

 

Flushing required?

 

 

Point of discharge inspected (pit/headwall/swale/creek)?

 

 

 

OTHER
OBSERVATIONS

 

 

 

SIGNATURE & DATE:

 

 

 

 

 

 

RETENTION TANK

 

 

 

 

RECEIVING WATERWAYS

As Constructed

 

 

 

 

E Hydraulic ::

 

 

 

 

 

 

 

Va
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PROJECT: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
STORMWATER
QUALITY
MAINTENENCE
Design| RK. | checked | Cro [Date 21-05-14 | Dwg, No. AMD.
SCALE : N/A ON At UNo.| 4 of 6 2864—-OP4 A]

 

 

 

 

 

 

RPD:— LOT 10 SP 230643

Page 20

 

  

existing
street

        

exis TING
street

 

   
       
  
 
 
 
    
   
 
 

 

 

 

Concrete masonry

Inlet with grate
blocks (150 series)

 

 

 

 

 

 

 

 

 

 

 

 

12mm wire netting all sides

Lv

concrete masonry blocks
(150 series)

Overflow

 

Runoff water

with sediment [| [\

Ol —=> | alii: "" water
\ Field inlet with grate

 

 

 

 

 

 

  

 

 

 

 

exis ting

SUree

<
f

 

 

NOTE:

PROTECT EXISTING
FIELD INLET FROM
SEDIMENT INTAKE
DURING
CONSTRUCTION.
REFER DETAIL.

   

TEMPORARY CONSTRUCTION

ENTRY/EXIT SEDIMENT TRAP.
REFER DETAIL.

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fix to top of stake with
shadecloth fastener or

[" to steel picket
tt
FL

 

 

 

 

 

 

 
  
  

      
     
 
  
 

 

 

 

 

 

 

F42 Fabric to AS1304 Geotextile Fabric Ir]
and F42 oN
Desturbed area . . 50x50 HW stake or steel
Geotextile fabric picket 1200min long
On, O
%p, Sox; verfl.
“oy, “to, low
NN or LL
~~ posts or steel pickets
driven 600mm into ground Backfill

100min vertical overlap of fabric

600max

 

Undisturbed area

 

SEDIMENT FENCE DETAIL

 

Sediment
Oo
Gravel filter, refer Grading B, Table 9
of QT Specification MRS11.05, exculde
material finer then AS sieve 2.36mm.
Ol
FIELD INLET SEDIMENT TRAP
ol Berm (300mm min height)
Geotextile fabric, a DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
O Bidum U34 or similar. FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
a [Amd Description Date
Runoff from pad
a directed to sediment
trap
Gi
”
TEMPORARY CONSTRUCTION ENTRY/EXIT |
SEDIMENT TRAP |
|
a) ! Issue Notes Date
PERIMETER SEDIMENT FENCE. ‘ For Development Approval] X 21-05-14
REFER DETAIL. | For Building Approval x 21-05-14
| For Tender
Ql ° For Construction
| As Constructed
|
|
a
wl E
|
|
m mm > mH. a mH > m. m. a mH m m am aa . m. > . a io mH L-, 1 Meh
Se ee ee ees Hydraulic
|
|
~ . . >)
contact: Reinhold Koenning MiEAust RPEQ No 7023
” PO Box 181

Moffat Beach, QLD, 4551
email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

 

 

 

(>> /—) CLIENT :
{ [| \ s s [| \

 

 

 

 

 

 

 

 

 

 

 

 

LI) LI) WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PROJECT: 10/100 RENE STREET >
NOOSAVILLE
i DRAWING TITLE:
| \
EROSION
AND
oO SEDIMENT
CONTROL PLAN
o Design| RK. | checked | Cro [Date 21-05-14 | Dwg, No. AMD.
\ Scale: 1: 100 ON At UN.o.| 5 of 6 2864-—OP5 JA
RPD:— LOT 10 SP 230643

Page 21

 

 

a

SEDIMENT & EROSION CONTROL NOTES

 

Erosion and sediment control devices shall be installed and maintained in
accordance with these drawings unless an alternative proposal is approved in
writing by the superintendent. Additional erosion and sediment controls shall
also be installed as necessary during construction.

All erosion and sedimentation control devices shall be installed prior to
stripping topsoil or commencing earthworks anywhere else on site unless
otherwise approved by the superintendent. An inspection hold point is
required at this point prior to the works proceeding.

Where erosion and sediment control devices cannot be installed due to
earthworks or other work operations, they shall be installed at the earliest
possible date.

Permanent coverage of disturbed areas with topsoil and turf, hydromulch or
mulch (and jute matting if required) is to be undertaken at the earliest
practical time.

Turf shall be laid behind kerb and channel for full verge width.

In order to prevent erosion from concentrated flow paths, the contractor shall
follow the following site protection principles:

- Install turf in permanent open drain;

- Install geofabric in temporary open drains where shown on drawing;

- Install sand bags, rock check dams or mulch bunds at 20m centres in all
concentrated flow paths including cut-off drains along kerb and channel,
along sediment fences, mulch or earth bunds except where drains are lined
with turf or geofabric.

All disturbed areas shall be covered with 100mm of topsoil prior to turfing,
seeding, hydromulching or mulching.

All batters 1 on 4 and steeper shall be tined to a depth of 200mm in
accordance with Main Roads specifications prior to topsoiling and mulching
(75mm thick). Batters steeper than 1 on 2 shall also have heavy duty jute
matting installed over the mulch. all other disturbed areas shall be covered
with hydromulch.

9.

10.

11.

12.

13.

14

15,

The underground drainage system shall be used to convey runoff throughout
construction. All drainage pits shall be constructed prior to placement of
sub-base material and shall contain a suitable cut-out to capture run-off from
base of boxing during construction.
The underground drainage system including all pits, pipes and GPT shall be
cleaned of sediment prior to on maintenance. Unless otherwise approved by
the Superintendent all temporary erosion and sediment control measures
shall be removed at the completion of construction.

However such removal shall not proceed until the site is stabilised to the
Superintendent's satisfaction.

All construction vehicles shall be cleaned of mud and/or loose dirt prior to
leaving the site.

No release, or flow is permitted from the site, throughout the earthworks and
construction period, to any waterway, or stormwater drain or drainage line
leading to a waterway or area of native vegetation, unless the level of total
suspended solids does not exceed a concentration of 50 milligrams per litre.
An effective water quality self-monitoring program, including at least one
representative measurement of the total suspended solids quality of any flow
or release from the site on each day runoff to water occurs, must be
implemented continuously throughout the life of the works which are the
subject of this approval. Where the findings of the required performance
self-monitoring program indicate that the 50mg/L TSS compliance limit is being
or is likely to be exceeded, remedial action must be taken without delay to
ensure ongoing compliance.

Sufficient stockpiles of mulch and/or other similar required erosion and
sediment control materials and stores must be maintained on site at all times
to enable ongoing erosion control, as well as site contingencies e.g. imminent
wet weather, to be dealt with, until commencement of on maintenance.

 

ISSUES
TASK

EROSION & SEDIMENT CONTROL

STORMWATER QUALITY

 

PERFORMANCE

MINIMIZE SOIL EROSION SITE DURING
CONSTRUCTION AND REHABILITATION STAGES
AND AT ALL TIMES PREVENT THE TRANSPORT

OF SEDIMENT FROM THE SITE.

AVOID DETRIMENTAL IMPACT ON THE WATER QUALITY AND AQUATIC ENVIRONMENT OF DOWNSTREAM WATER
BODIES AS A RESULT OF DISCHARGE OF CONTAMINATED STORMWATER RUNOFF FROM CONSTRUCTION WORKS
AND COMPLY WITH THE ENVIRONMENTAL ACT ON ENVIRONMENTAL PROTECTION POLICY FOR WATER.

 

MANAGEMENT
STRATEGY

e INSTALL THE CONTROL DEVICES AND .
FOLLOW THE STABILIZATION PROCEDURES .

DESCRIBED ON PLANS.

e LIMIT THE EXTENT OF STRIPPING TO THE
STAGE AREA PRESENTLY UNDER

CONSTRUCTION.

e ALL MUD AND SILT DEPOSITED ON THE
ADJACENT ROADWAY SHALL BE REMOVED .
BY SWEEPING.

e¢ PROTECT STORMWATER DRAINAGE INLETS

COMPLY WITH THE ENVIRONMENTAL PROTECTION ACT AND ENVIRONMENTAL PROTECTION POLICY (WATER)

ALL CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING SITE STRIPPING.

e¢ CONSTRUCTION MATERIALS AND STOCKPILES STORED ON SITE SHALL BE PLACE IN PREPARED LOCATIONS,
AND PROTECTED AS SHOWN.

e FUELS AND OILS SHALL BE SAFELY STORED TO AVOID INUNDATION. ANY SPILLAGES WITHIN THESE

COMPOUNDS SHALL BE IMMEDIATELY ATTENDED TO SO AS TO LIMIT THE POTENTIAL FOR IMPACT

OFF-SITE.

PROVIDE CONTROL MEASURES TO PREVENT SOIL EROSION , SCOURING, SEDIMENT TRANSPORT AND

DEPOSITION. THESE MEASURE ARE IDENTIFIED IN THE SOIL & EROSION CONTROL PLAN BUT MAY BE

EXTENDED AS REQUIRED AND MAY INCLUDE:

AS SHOWN BELOW UNTIL THE SITE HAS — TEMPORARY RETARDATION BASIN
BEEN STABALIZED.

e WASH FROM EXPOSED AGGREGATE
CONCRETING SHALL BE WHOLLY
CONTAINED ON SITE. CEMENT RESIDUE
SHALL BE ALLOWED TO DRY THEN

REMOVED FROM SITE.

— TEMPORARY SILT FENCE

— DIVERSION OF UPSTREAM CATCHMENT AROUND DISTURBED AREAS

e IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES SHALL BE MULCHED
OR STABILIZED WITH TURF IF EARTHWORKS ARE EXPECTED TO EXTEND FOR THAT TWO WEEKS.

e¢ PERMANENT CONTROL MEASURES WILL BE IN PLACE UPON COMPLETION OF CONSTRUCTION, HOWEVER
MAINTENANCE WILL BE REQUIRED OF SOME TEMPORARY FACILITIES UNTIL FULL SITE REHABILITATION HAS
BEEN ACHIEVED.

 

MONITORING

THE PRINCIPAL CONTRACTOR SHALL AT ALL
TIMES ENSURE THAT CONTROL DEVICES ARE
CORRECTLY INSTALLED AND ADEQUATELY
MAINTAINED, IN PARTICULAR PRIOR TO
FORECAST PERIODS OF RAIN OR STORMS.

THE PRINCIPAL CONTRACTOR SHALL ENSURE NO SUSPENDED SOLIDS OR CONTAMINANTS ARE VISIBLE IN
SURFACE RUNOFF LEAVING THE SITE.

 

CORRECTIVE
ACTIONS

e« EMPTY AND REPAIR TRAPS REGULARLY.

e REPAIR OR REPLACE DAMAGED CONTROL .
DEVICES.

e PLACE ADDITIONAL CONTROL DEVICES
WHERE EXISTING INSTALLATIONS ARE
INADEQUATE.

REPAIR OR EXTEND CONTROL DEVICES TO OPERATE ADEQUATELY.
e INSTALL ADDITIONAL SEDIMENTS TRAPS TO RETARD SURFACE RUNOFF ACROSS THE WORKS AREA.

 

REPORTING

 

 

WEEKLY REPORTS BY THE PRINCIPAL
CONTRACTOR TO THE CONSULTANT DETAILING
MAINTENANCE PROGRAM, ADDITIONAL WORKS
AND THE PERFORMANCE OF CONTROL
MEASURES.

WEEKLY REPORTS BY THE CONTRACTOR TO THE CONSULTANT OUTLINING THE EFFECTIVENESS OF CONTROL
MEASURES AND DETAILS OF ANY CORRECTIVE ACTIONS TAKEN

 

 

 

SEDIMENT & EROSION MANAGMENT PLAN

 

 

 

 

© OBJECTIVE:

SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN:

 

Provide education of site personnel
Set up action plans as a precaution in case of disturbances occuring

Prior to the commencment of any construction activities the following measures
shall be incorporated:

especially after an unexpected strong rainfall event

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

To minimise erosion on site and ensure sediment is not washed down to the receiving waterways due to construction e Provide regular inspection and maintenance of all structures including the ‘Amd Description Date
temporary structures.
LEGEND * LEGISLATION:
Environment Protection Act 1994
Existing storm water Environmental Protection Water Policy 1997
The Integrated Planning Act 1997
Storm Water Drainage
e RESPONSIBILITY:
Agi Drain The responsibility for all measures regarding the sediment and erosion control during construction shall be with the
CONTRACTOR. The contractor shall appoint one staff member, ideally the foreman to be responsible for:
Floor Waste .
° FWG gully ***the location of drain paths such as swales and trenched, cut off swales, catch drains and perimeter banks. All of BoCS TO SONS SUCTION THE CONTRACTOR SHALL PROVIDE A
these measures shall ensure the runoff is directed to the sedimentation basin during construction. PLAN FOR STOCKPILING, MATERIALS STORAGE AND WASTE
i GP1 Gully Pit “the waste and wash down of materials and goods in particular concrete and cement shall be separated, set to dry MANAGEMENT. THIS PLAN MAY BE A HAND DRAWN SKETCH BUT
wes disposed of . SHALL BE VISIBLEY PLACED IN THE SITE OFFICE. Issue Notes Date
installation and maintenance of the sediment control fences all around the perimeter as shown in plan . _O5_
. * - - ADVICE: For Development Approval| X 21-05-14
——_1—"—"_ Sediment Fence *“control of fences, sandbags and bales as well as the sedimentation basin after each rainfall event . LOCATE STOCK PILES ON LEVEL GROUND AWAY —
a inimi it it Si For Building Approval x 21-05-14
‘control of the entry/exit path and the minimization of sediment transfer to the street in particular control of concrete FROM AREAS SUBJECT TO CONCENTRATED
———— Boundary eee ecies statf and lead b OVERLAND FLOW. For Tender
. Supervise other members OF Stall and lead by example ay i . CONSTRUCT A PERMENENT BANK OR CATCH DRAIN For Construction
9 Diameter **“ensure enough litter collection devices are provided for the collection of daily litter such as cans, bottles, paper, ABOVE STOCK PILE TO PROTECT IT FROM UPHILL
C.0.8, Cleanout to surface butts and also building material cut offs. RUNOFF. IAs Constructed
Een Eccentric Enlarger **“ensure all stockpiles for both incoming and outgoing goods in particular soils and sands are clearly marked and not . CONSTRUCT A SEDIMENT FENCE BELOW THE
PRL Finished floor level blocking drain paths and kept neat and clean. STOCKPILE TO TRAP SEDIMENTS BEING WASHED
GP Gully pit *control the flow path of stormwater at all times during construction and use swales, sandbags, bales and other OFF THE PILE
a pully Mon Hole b measures to ensure the runoff is directed to the sedimentation basin at all times. . PROVIDE ACCESS TO STOCKPILE FROM SIDE SO AS
nspection Chamber
IL Invert Level TO AVOID RUNOFF PASSING THROUGH. .
K&C Kerb & Channel ACTIONS: / a / H draulic Me)
MH Manhole In case of major rainfall events the following action plan shall be followed and responsibly looked after by the '
Po Planter outlet CONTRACTOR: CUT-OFF DRAIN ALONG CONTOUR — LONG TERM PLASTIC SHEET WHEN RAIN OR
RPB Real Property Boundary \~
RPD Real Property description “DON'T WAIT UNITL IT IS TOO LATE! STOCKPILES ONLY (GRADE AT 1 IN 100 max. TO FREE HIGH WINDS ARE EXPECTED. Reinhold K .
RWO Rain water outlet be on site during the rainfall period and monitor the drain paths. Redirect where required. OUTLET.) STABILIZE ALL EARTHWORKS AREAS WITH TURF. CONTACT: einno oenning MiEAust RPEQ No 7023
RWH Rain water head *check the fences after every rainfall and replace the fences where required. Check and replace all barriers, PO Box 181
SL Surface Level bales, sandbags and temporary swales, cut off drains and trenches where required. Moffat Beach, QLD, 4551
Sq Square ***clean out sedimentation material as soon as the moisture content allows it. email: [email protected]
SWD Storm water drain “check the receiving pit and improve the barriers if required. PH: (07) 5491 4333 FX: (07) 5491 4233
Ta Trench grate transverse bar “REMEMBER: EACH RAINFALL IS THE EVENT TO ACTIVELY WATCH AND CONTROL THE RUNOFF! CLIENT :
TG(I) Trench grate longitudinal bar
u/g Underground WILSON CLARK CONSTRUCTIONS
u/s Under slab
u.n.o. Unless noted otherwise SEDIMENT FENCE AS SPECIFIED ALONG CONTUR ARCHITECT :
(EXTEND 3m min. EACH SIDE OF STOCKPILE. \ COOL ARCHITECTURE J
STOCKPILES (PRosect: 10/100 RENE STREET »
NOOSAVILLE
1. PLACE STOCKPILES 5m min. UPSTREAM OF EXISTING VEGETATION,
CONCENTRATED WATER FLOW, ROADS, AND HAZARD AREAS.
2. CONSTRUCT ALONG THE CONTOUR AS LOW, FLAT, ELONGATED DRAWING TITLE:
MOUNDS (2m max. HEIGHT.)
ESC
NOTES M)
Design | RK. Checked Ch Dote | 21—05—14 | Dwg. No. AMD,
SCALE : N/A ON At UN.o.| 6 of 6 2864—OP6 J

 

 

 

 

 

RPD:—

LOT 10 SP 230643

Page 22

 

 

 

Dive &

STREET ADDRESS:

10/100 RENE STREET
NOOSAVILLE

REAL PROPERTY DESCRIPTION:

LOT

CLIENT NAME:

10 SP 230643

 

NOTE:

 

 

|

 

INTEGRATED WATER CYCLE MANAGEMENT NOTES:

 

WILSON CLARK CONSTRUCTIONS

STORMWATER QUANTITY:
STORMWATER QUALITY:

RETENTION REQUIRED
DEEMED TO COMPLY SOLUTION Cli

refer: "deemed to comply solutions — stormwater quality management
south east queensland” version 1.0, may 2010 by "healthy waterways”

DRAWING SCHEDULE DA AND

 

OPERATIONAL

WORKS

 

 

 

 

FLOOD MANAGEMENT: NOT REQUIRED

DEMAND REDUCTION:

BAN?

 

A4STAR WELS RATED FIXTURES

STORMWATER MANAGEMENT

 

STORMWATER QUALITY&QUANTITY DETAILS

 

 

 

 

 

 

 
 
  

 

 

Bartlett st

Wandoo Ct

PROPOSED evevopuenr-/”

 

 

 

 

wu
a)
5
a w y
fenced, open ee
o1S ; 7
storage oy drivews
| oO
ale
OT es

 

 

 

     

 

STORMWATER QUALITY MAINTENANCE

 

EROSION & SEDIMENT CONTROL PLAN (ESC)

 

 

 

 

 

DRAWING SCHEDULE BA

 

PLUMBING & FIRE

 

 

 

 

 

ROOF & SITE DRAINAGE

 

SANITARY DRAINAGE

 

WATER SUPPLY & HYD COVERAGE

 

 

 

 

 

 

 

 

 

 

DEPENDING ON GROUND CONDITIONS AND IF
REACTIVE SOIL IS FOUND ALL PENETRATIONS,
VERTICAL AND HORIZONTAL SHALL BE
PROVIDED WITH SWIVEL JOINTS AND
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
2864-—OP2
2864-OP3
2864-OP4
2864-—OP5
2864—OP6| ESC NOTES
\continues
gooxgoo ‘We REFER VDM eo HY’
- 2864-1 COVER SHEET
2864-H2
2864-—H3
2864—-H4
—O) ss
NOTE:

 

 

 

 

 

 

 

 

 

——EXISTING SEWER
@150uPVC clt2

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL LEVELS ARE SUBJECT TO SURVEY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| .
Site 1701. m?
0 Roof 647m
| Driveway 806 =m?
LOCALITY MAP || 7 7 Landscape 248m?
SCALE NTIS. — New impervious 1453 m?
| CATCHMENT AREAS
~ DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES | FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Date
aw Ron Water 3 Diameter 1. DONOT SCALE FROM THESE DRAWINGS. 1. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
Existing Water tos.  Cleanoat to surface 2. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPER U.N.O.
s Existing Sewer CJ Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE @15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK|
Existing Storm water cv Conrol valve CONSTRUCTION. SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
HD Existing House drain cs Cleaners sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Sanitary Drainage Se Gold Woter  anel CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
Grey Water Dov Double check’ valve 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
ent Pipe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
aT GO yuater Elev Dge Evevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
————— Storm Water Drainage Fe False. ceiling 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY. B NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
cv lteeeeee _ Fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD ANEW ARCHITECTURAL LAYOUT 11-09-14
aol Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ieoue Noles Date
FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION x bans 14
Rain Water Ri Gt Ce Hs eptor t REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval =05-
ain Water Riser GP Gully pt 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval x 21-05-14
Cold Water Riser GMH Gully Man Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.N.O.), For Tender
Down Pipe gv Gate valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VALVES For Construction
Stack HW Hot water tion branch DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O. hs Constructed
Vent Pipe HD House drain SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT
@) 3 HL High level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
@) ° Group Vent IC Inspection Chamber APPLICABLE. FIRE STOP COLLARS TO BE USED ON ALL PLASTIC PIPEWORK PENETRATING FIRE RESISTANT CONSTRUCTION. COVERS & FRAMES.
educt Vent iL invert Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
Y= © Induct Vent io Inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 2535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
®) ‘, Wy i Ri ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. H d li ey
© Mot Water Riser Kec yore Channel 7. UNDERGROUND PIPEWORK SHALL BE @100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. y raullc =:
@>— Fire Dropper NRV Non return valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE. \-
PLV Pressure limiting valve 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. . i i
PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH'NITRILE" RUBBER RINGS. GRATINGS contact: Reinhold Koenning mictust RPEQ No 7025
=~ Vv Valve " ”
ms he Hose Cock Ree Reel Property seeeaetn 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE Fae ees CON ONATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
RPZD Red p Z devi BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
“Sl rSreee & grees ne A re NS SI repens PO SEIS ne on se
—--<b-— en Enlarger ain warer nea : CLIENT :
sD Sanitary Drainage STORMWATER DRAINAGE
/ et Saoce ‘evel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC CLASS SW MIN GRADE 1:00 U.N.O. WILSON CLARK CONSTRUCTIONS
ORG Overflow Relief Gully s/t Safe Tray 2. DOWNPIPES SHALL BE @100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat SWD Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 1, ALL HYDRANT PIPEWORK TO BE IN ACCORDANCE WITH AS2419-2005 CLAUSE 6.8. ARCHITECT :
[]o we Water, itd Trapped. Tundish REQUIRED. 2, ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH AS1345. COOL ARCHITECTURE
“Sink i Testygte 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFIGABLE AREAS AND POLY IN NON TRAFFIGABLE AREAS U.N.O. d. ALL HYDRANTS 10 BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FAGE OR WALL BEHIND THEVAMEGUMETisTOBE | 7% R R <
s n ! 5. POLLUTION CONTROL MANAGEMENT PLAN (PCMP): : : PROJECT: 10/100 RENE STREET
TG(t) Trench grate transverse bar ( ) HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL. /
LT Laundry Tub TG(I) Trench grate longitudinal bar 5.1. TO BE RESPONSIBILITY OF BODY CORPORATE. NOOSAVILLE
y TMV. Thermostatic. mhcng valve 52. TO LIST ALL IN FLOW FILTERING DEVICES LIKE LEAF EATERS AT DP'S AND OTHER FILTERS. 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP
(o] wm Washing wv, Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine v/g Undergrounc 5.4. TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 6. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
3 Eye Floor wees Guy u/s Under slab sherwi “AS TO MANUFACTURES SPECIFICATION A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
uno. niess noted otherwise “MINIMUM QUARTERLY. BUT MONTHLY IN RAINY SEASON IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING. \
. Ss Water supply ,
a Bn Basin “AFTER EACH MAJOR RAINFALL EVENT 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
5.5. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. AUTHORITY PUMP APPLIANCE HAS ACCESS.
( Bth — Bath Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: — <@100 ORE ConerR MOVE Soo uns IN GROUND. COVER SHEET M)
EL FHR Fire Hose Ree! OAS He water ste e100 FIRELITE ILG / TYPE B COPPER RISERIS
Lal ME Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.

SCALE: 1 : 200 ON At U.N.O.

1 of 6 (4) 2864-1 By

 

 

RPD:—

LOT 10 SP 230643

Page 23

 

PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS:

1. PROPOSED FOOTPRINT AREA: 60sqm

2. EXTENDED DETENTION DEPTH: 250mm

3. DEPTH OF FILTER LAYER: 400mm

4. DEPTH OF TRANSITION LAYER: 100mm NOTE:

5. DEPTH OF DRAINAGE LAYER: 200mm — 400

6 CATCHMENT AREA HARDSTAND: BO6sqmn mm ALL EXISTING SERVICES HAVE BEEN PLOTTED
z. LEVEL oF SURROUND GOUND:  FELA.570 FROM COPIES OF THE DRAWINGS PROVIDED
9. SURFACE LEVEL OF FILTER LAYER: FFL4.320 BY VDM ENGINEERS AND SHALL BE

10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220 CONFIRMED PRIOR TO CONSTRUCTION. ALLOW
11. MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 32sqm (PROPOSED: 32sqm) FOR ALL COSTS OF SURVEY.

12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER

REFER DETAILED DESIGN ON DRAWING 2864-3

 
 
 
 
 
 
  
      
  
      

path
continues
A €
2 CS
existing

street
tree

EXISTING FIELD INLET
900X900 % REFER VDM
SL4.565
IL2.554
MAKLE GOOD TO BE THE BIO
RETENTION SYSTEM BYPASS
CHAMBER. REFER DETAIL

 
     

exis tina
street
t ree EXISTING

_ STORMWATER PIPE

375 RCP
USIL2.554

 

 

 

 

 

 

   

 

 

 

 
 
        
     
 
    
      
      

  
 

J NEW HI-FLOW BYPASS |

| CHAMBER REFER TO DETAILED

| SECTION AM \
ALLESS\AAICN Keren |

MANUFACTURER

RISE $225 TO
OVERFLOW CHARGOING
LEVEL OF IL4\320

   

 

PROVIDE ON SITE STORAGE
FOR PEAK FLOW MITIGATION.
PROPOSED, ARE 2 off \
CONCRETE,\ TRAFFICABLEQ) \
TANKS OW SLAB WITH’ AN
EFFECTWE STORAGE VOLUME
OF TOTAL 10,000L

REFER TANK ASSEMBLEY
DETAIL

 
 
 
 
 
 

 
 
 
 
 
  

9225 T
OVERFLOW
CHAMBER

 

\ \ Ova \\

\ -PROVIDE) 240! WIDE)

    

TRENCH GRAUE AND,

 

TOP OF TANKS RL4.545

4
e
a
BOTTOM OF TANKS RL3.245 6 \
\ , a
fencer oriveway 4
%
LAN OK / 4
open use D
a

arehouse

    

 

 

 

 

 

 

 

 

         

 

 

 

 

 

 

 

 

 

x S Va
| / 16 15
oO 1 4
Yy wy a
BO xe wy S z h KJ
\: . z SNaree sz
ira > KA a
= DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
IL4.600 1L4.215 ZONE FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
$225 1:200 $225 1:200 $225 1:200 a $225 1:200 a
| | | | Amd Description Date
Assos pss seen — ee ee TH EE
7 a f ~ C el I ]
FFL5.050 / FFL5.050
| d 4 | 6° b |
Q® © | @ ~
_— | +> FFL5.050
OPENING 1 1 1 el 1 1 1 C | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
C/xeD ~ B NEW ARCHITECTURAL LAYOUT 11-09-14
f O Vv Cr H A INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
L Issue Notes Date
£ , | L os For Development Approval X 21-05-14
\ [ ) C =z For Building Approval x 21-05-14
[| For Tender
» ( ( » > SO!1LD t f° CO < [ > < i
arehnouse trade relate sales  FF18.050 For Construction

 

   

 

As Constructed

 

E Hydraulic 3:

YY >
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ CLIENT :
Le J n WILSON CLARK CONSTRUCTIONS
\ LL power ——
staff \ ; plumbing ARCHITECT :
room sink desk] of fice tucker iS COOL ARCHITECTURE J
O “2 — Ox
com (Proect: 10/100 RENE STREET Y
NOOSAVILLE
disabled DRAWING TITLE:
\
STORMWATER
MANAGEMENT
PLAN
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.

\ Scale: 1: 100 ON At UNO, 2 Of 6 2864—-OP2 Cy
RPD:— LOT 10 SP 230643

Page 24

 

  
   
    
 
  

  
  
     

  

NOTE:

NEW HI-FLOW BYPASS CHAMBER DISCHARGING TO RETENTION TANKS
NOTE:

SET OVERFLOW WEIR LEVEL TO 4.520 AND DISCHARGE OVERFLOW DIRECTLY TO
RETENTION TANKS VIA 225

 
 
 
 

500 WIDE BATTER SURROUNDING BIO
RETENTION SYSTEM

THE ENTIRE TRENCH OF THE BIO RETENTION

SYSTEM SHALL BE WRAPPED WITH AN IMPERVIOUS

LINER

EXISTING AND REFURBISHED

WITH EXISTING 375RCP TO
LAWFUL POINT OF DISCHARGE

5500

32sqm BIO RETENTION VEGETATED TREATMENT
SURFACE AREA

BIO RETENTION SYSTEM (BRS)
PLAN VIEW _1:100

‘TYPICAL:
#100 SLOTTED PVC WITH
CLEANOUT TO SURFACE
USING SCREW CAP.

USE 2#45deg BEND AT
INVERT.

DO NOT USE 90deg BEND!

CONCRETE OVERFLOW CHAMBER

@225 FROM TANKS

 

BIO RETENTION SYSTEM LEVEL

SCHEDULE

 

EDGE OF SURROUND

 

 

 

DRIVEWAY /CARPARK

TYPICAL 100 SLOTTED PVC

WITH CLEANOUT TO SURFACE
PROVIDE 1:200 GRADING OF
DRAINAGE LAYER TOWARDS

CHAMBER.
NOTE:

ONLY PRE FABRICATED SLOTTED

PIPE IS PERMITTED!

SLOTS

PRODUCED BY HELP OF A

GRINDER CAN NOT BE

TOLERATED!

BIO RETENTION SYSTEM

SUBDRAINAGE LAYOUT 1:100

ACCESS HATCH REFER
TO MANUFACTURER

 

 

 

 

 

 

SURFACE 4.570

ve" eee | 4.520

WEIR LEVEL OF EXISTING 4.570

SURFACE LEVEL OF FILTER 4.320

INVERT LEVEL OF FILTER 3,920

INVERT LEVEL OF TRASITION 3.820
INVERT LEVEL OF DRAINAGE! 3.620 TO

LAYER 3.220

INVERT LEVEL OF BYPASS 3.220

CHAMBER

 

     
  
   

 

 

      
 
 

 

 

 

 

   

ACCESS HATCH REFER
TO MANUFACTURER

4.570

 

$225 FROM :

BYPASS CHAMBER

 

-

=

 

 

 

 

 

O

\4

 

225 COMMUNICATIO:
PIPE AT HIGH LEVEL

#100 COMMUNICATIO:
PIPE AT LOW LEVEL

 

ST

N °

BRACKETS

ORIFICE PLATE

 

 

 

 

 

225 OVERFLOW FIXED-—— |

TO WALL WITH SS

SLOW LEAK WITH #100

 

 

 

 

 

 

 

EXISTING 375RCP

—
—\
o
O

  

    
  
 

EXISTING GRATED FIELD INLET TO BE-
MADE GOOD FOR FUNCTION AS

OVERFLOW AND HIGH FLOW BYPASS
CHAMBER, CONCRETE WITH WEIR AT

PARKING

SL4.520 AND HINGED, ELEVATED
GRATE.

THE ENTIRE BRS TO BE WRAPPED————

BATTER OUTSIDE OF-
FILTER MEDIUM
SURFACE AREA.
PROVIDE ROCKS
AND PEBBLES.

 

200 EXTENDED DETENTION DEPTH

4.570

 

 

IN A WATERPROOF MEMBRANE

NOTE:

600 FILTRATION LYER-————S

  
 

 

3.620

 

100 TRANSITION LAYER

 

3.420

 

 

200 DRAINAGE LAYER—————__|

 

 

 
   

@225 FROM ON SITE
RETENTION TANKS

ALL MANHOLE AND CHAMBER
PENETRATIONS REQUIRE
BEING SEALED WITH NON

SHRINK GROUT

ENSURE NO LATERAL

GROUND WATER

AFTER CONSTRUCTION.

WHEEL STOPPER

DETAIL WITH WHEEL STOPPER

 

EXISTING STORMWATER
CHAMBER. MAKE GOOD AND
RISE WEIR LEVEL TO
AHD4.570. CHAMBER WEIR
LEVEL HAS TO BE 50mm
ABOVE BYPASS CHAMBER
WEIR LEVEL!

4.570

 

| 0 RETENTION SYSTEM

 

@225 TO LAWFUL POINT
OF DISCHARGE

 

 

 

 

 

 

RETENTION TANK ASSEMBLEY DETAIL

 

SCALE: NTS

a.
ay4 4
ae

 

 

 

 

EXISTING 375 RCP
LAWFUL POINT OF DISCHARGE

NTS

SO AS TO
FLOWS

S

SCALE 1

BIO RETENTION SYSTEM NOTES
CATCHMENT: HARDSTAND 806m?

¢ FILTER MEDIUM AREA: 40m?

© FORE

e PROVIDE #100 SUBSOIL DRAINAGE WITH

CLEAN

200 EXTENDED DETENTION DEPTH

  

 

 

  

 

BIO RETENTION SYSTEM (BRS)
CROSS SECTION

 

   

XISTING 375 RCP
LAWFUL POINT OF DISCHARGE

 

 

 

TYPICAL 100 SLOTTED PVC
WITH CLEANOUT TO SURFACE
PROVIDE 1:200 GRADING OF
DRAINAGE LAYER TOWARDS
CHAMBER.

NOTE:

ONLY PRE FABRICATED SLOTTED
PIPE IS PERMITTED! SLOTS
PRODUCED BY HELP OF A
GRINDER CAN NOT BE
TOLERATED!

    
   

ECTION
50

BAY AREA: 0.6m?

OUT POINTS AS INDICATED.

ATTER OUTSIDE OF
FILTER MEDIUM
SURFACE AREA.
PROVIDE ROCKS
AND PEBBLES.

 

 

 

 

 

 

 

 

 

    
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4.570 4.520 4.570
Ne ,
SNe
JJ THE ENTIRE BRS TO BE WRAPPED
IN A WATERPROOF LINER
$225 FROM TO ON ste" : 3.620
RETENTION TANKS 2A 3.420
600 FILTRATION LAYER DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
100 TRANSITION LAYER FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
200 DRAINAGE LAYER Amd Description Date
| 500 | 3088 500 |
BIO RETENTION SYSTEM (BRS)
CROSS SECTION
SECTION
SCALE 1: 50 C | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
B | NEW ARCHITECTURAL LAYOUT 11-09-14
A__ INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
Issue Notes Date
For Development Approval X 21-05-14
For Building Approval x 21-05-14
For Tender
_~ 60 ——— NO RETENTION For Construction
SO
a 50 WITH RETENTION As Constructed
{2 40
fe Za ~
5 30 SL
= 20 — .
3 = iat
&* 7 = — Hydraulic 3
= =————_—_
0 T Y . .
2 4 6 8 10 12 14 16 18 contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
TIME (MINS.) Moffat Beach, QLD, 4551
email: [email protected]
STORMWATER HYDROGRAPH THROUGH PROPOSED MITIGATION TANK PH: (07) 5491 4333 FX: (07) 5491 4233
PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK CLIENT :
WILSON CLARK CONSTRUCTIONS
TOTAL PROPOSED TANK VOLUME: ARCHITECT :
TANK FOR RETENTION: 10,000 LITRES LL COOL ARCHITECTURE J
(PROJECT: 10/100 RENE STREET >
NOOSAVILLE
RUNOFF & DETENTION CALCULATIONS:
SITE AREA: 1701sqm
NEW IMPERVIOUS AREA: 1453sqm .
ROOF CATCHMENT TO TANK: 647sqm DRAWING TITLE:
MAX INFLOW TO TANK AT DESIGN Q20: 43L/sec
MAXIMUM. EVENT: Q100 \
TIME OF CONCENTRATION: 5min
INTENSITY: 326mm/hr STORMWATER
QUALITY&QYANTITY
PRE DEVELOPMENT PEAK RUNOFF: 136L/s DETAILS
PEAK RUNOFF POST DEVELOPMENT: 151L/s (NO RETENTION)
REDUCTION REQUIRED: 16L/sec
RETENTION VOLUME REQUIRED: 8,000 LITRE
RETENTION VOLUME PROVIDED: 10,000 LITRE Design HH. Checked (©) | Date 21-05-14 Dwg, No. AMD,
REDUCTION PROVIDED: 23L/s SCALE: 1: 100 onar uno. 3 of 6  2864-OP3 Cy
RPD:— LOT 10 SP 230643

Page 25

 

 

RECOMMENDATIONS FOR ESTABLISHMENT & OPERATION:

PHASE OF ESTABLISHMENT:

The first 2 Years after construction are crucial for the performance of the VBFS.
“**Ensure the right plant selection (refer "Healthy Waterways" for plant selection)

*“*During dry periods provide sufficient watering
***Perform regular weed removal

****Replace not established plants where required

OPERATIONAL PHASE:

WIDTH AS SPECIFIED IN PLAN

Perform routine inspections of the raingarden (VBFS) to identify any areas of obvious increased sediment deposition, scouring from
storm flows, rill erosion of the batters from lateral inflows and clogging
Perform routine inspections of the inflow systems in particular the grated drain and clean the grated drain regular from debris and litter
Perform routine inspections of the surface of the raingarden and clean from litter and gross pollutants
Remove sediment build ups in the raingarden

Repair any damage from vehicle traffic

Provide regular irrigation/watering during extended dry periods
Remove any invasive weeds at any time

Remove plants that have died and replace them

Perform regular pruning as to Landscape Architects schedule to encourage growth and healthy establishment of plants
Perform vegetation pest minotoring and control as to Landscape Architects schedule

RECOMMENDATION:

THE RAINGARDEN IS PROPOSED TO BE A STORMWATER TREATMENT DEVICE AS OPPOSED TO A NORMAL GARDEN
BED. WE RECOMMEND TO SET UP A SIGN EXPLAINING THE PURPOSE OF THE RAINGARDEN.

VEGETATED BIO RETENTION SYSTEM LENGTH AS SPECIFIED INPLAN Wi
Use for mulching: LUCERN, WOODCHIP OR EQUIVALENT.

 

IDTH AS SPECIFIED IN PLAN

     

NOTES:

 

FILTER LAYER

 

Clay 2-4% (<0.002mm)
Silt 4-8% (0.002-0.05mm)
Very Fine Sand —_5-10%(0.05-0.15mm)

Fine Sand 10-25% (0.15-0.25mm)
Med./Coarse Sand 60-70% (0.25-1.0mm)

 

Coarse Sand 7-10%(1.0-2.0mm)

 

 

 

     
         
     
   

 

TRANSITION LAYER:

Coarse Sand 100% 0.5-2 mm

 

   
   
   

 

 

©

£0

 

 

 

DRAINAGE LAYER:
Fine Gravel 100% 2-5 mm

 

 

 

 

 

 

   
     
   

drainage.

 

fp

 

Provide PVC perforated pipe with
diameter as specified in plan.

Minimum 2 off.

VEGETATED BIO FILTER STRIP SOIL SPECIFICA
(NOT TO SCALE)

 

NOTES:
1. Provide selected plants as to specification of
”Healthy Waterways” http://www.healthywaterways.org/

2. Provide "FOREBAY’ made of rocks and pebbles. For
scour protection. Refer detailed design for area.

MAINTENANCE PLAN

 

 

Connect subsoil
drainage to stormwater
infrastructure as
specified in plan.

 

TION

WATER SENSITIVE URBAN DESIGN TECHNICAL DESIGN GUIDELINES FOR SOUTH EAST
QUEENSLAND (Chapter 5, Item 5.6).

The maintenance of the bioretention basin elements involve:

Routine inspection of the bioretention basin profile to identify any areas of obvious increased sediment
deposition, scouring from storm flows, rill erosion of the batters from lateral inflows, damage to the profile
from vehicles and clogging of the bioretention basin (evident of "boggy" filter media surface).

Routine inspection of inflows systems, overflow pits and under-drains to identify and clean any areas of
scour, litter build up and blockages.
Removal of sediment where it is smothering the bioretention basin vegetation.
Where a sediment forebay is adopted, removal of accumulated sediment.
Repairing any damage to the profile resulting from scour, rill erosions or vehicle damage by replacement of
appropriate fill (to match onsite soils) and revegetating.
Tilling of the bioretention basin surface, or removal of the surface layer, if there is evidence of clogging.
Regular watering/irrigation of vegetation until plants are established and actively growing.

Removal and management of invasive weeds (herbicides should not be used).

Removal of plants that have died and replacement with plants of equivilant size and species as detailed in
the plant schedule.
Pruning to remove dead or diseased vegetation material and to stimulate growth.
Vegetation pest monitoring and control.

Refer "Water by design" by HEALTHY WATERWAYS.

 

 

647m? NI SOR

 

 

 

 

 

 

 

 

 

 

 

 

ROOF

806m?

7

7

DRIVEWAY

TREATMENT

1. Use LUCERN OR EQUIVALENT for mulching

2. Do not use organic Soils or soil fractions
for filter layer.

3. Provide a suitable irragation system required
for the establishment of the plants and for
use in extended dry periods. Irragation
system shall be supplied from the
harvesting tanks.

4. Do not use any geotextile or related
products between filter and transition or
between transition and drainage layers.

5. Geotextiles may be used in addition to the
impermeable concrete & block surrounds.

6. Provide flush out points for subsurface

TRAIN

\

—~
—
—~

BIO RETENTION

 

800

 

 

 

 

500

15

 

 

 

A raingarden is a garden bed which
uses native plants and free drainage

soils to treat the pollutants formed in

and carpark. Raingardens help to

protect our waterways.

from carpark
to raingarden

stormwater that runs off the driveway

 

50

 

to

creek

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wo
BIORETENTION FILTER & RAINGARDEN MAINTENANCE CHECKLIST
BODY . .
CORPORATE NAME: DATE:
RESPONSIBILITY CENTRE . .
MANAGEMENT NAME: DATE:
OWNER NAME: DATE:
PROVIDE NAME AND DETAILS OF
MONTHLY CONSULTANT IF APPOINTED:
INSPECTION QUARTER
FREQUENCY 6—MONTHLY
DROUGHT
AFTER EVENT
INSPECTION ITEMS YES _|NO ACTION REQUIRED

 

 

Overall appearance healthy?

 

Overall appearance clean?

 

Gross litter_on surface?

 

 

Sediment accumulation at inlet?

 

Sediment accumulation on pebble surface?

 

[Sediment accumulation at pipe outlets?

 

[Sediment accumulation in bypass chamber?

 

 

Erosion at forebay?

 

Erosion at overflow?

 

Any other erosion?

 

 

Damage of support structure?

 

Any other traffic damage present?

 

Damage to grates and lids?

 

 

Visual plant health ok?

 

Weeds apparent? Weeding required?

 

Watering required?

 

Irrigation functional?

 

Replanting required?

 

Mowing/slashing/pruning required?

 

 

Surface clogging visible?

 

Excess ponding evident?

 

Flushing required?

 

Point of discharge inspected (pit/headwall/swale/creek)?

 

 

 

 

OTHER
OBSERVATIONS

 

 

SIGNATURE & DATE:

 

 

 

 

 

 

 

 

 

 

 

SYSTEM RETENTION TANK

RECEIVING WATERWAYS

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd Description Date

 

 

 

 

A NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
Issue Notes Date
For Development Approval X 21-05-14
For Building Approval x 21-05-14
For Tender
For Construction
As Constructed
E Hydraulic ::
~ . .
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333. FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(Prosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
STORMWATER
QUALITY
MAINTENENCE
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.
SCALE : N/A ON At UNO. 4 Of 6 2864—-OP4 A]

 

RPD:— LOT 10 SP 230643

Page 26

 

 

   

    

exis TING
street

 

 

tree

   
      
   
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
  
  

 
 
  

 

 

 

 

 

exis TING
street

 

exis TING
stree

v S

 

 

 

 

 

 

 

 

NOTE:

PROTECT EXISTING
FIELD INLET FROM
SEDIMENT INTAKE
DURING
CONSTRUCTION.
REFER DETAIL.

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
 
 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

Concrete masonry Inlet with grate
blocks (150 series)
7 TEMPORARY CONSTRUCTION
ENTRY/EXIT SEDIMENT TRAP.
wl REFER DETAIL.
Ss ———_ § ——_ s— — § —__
i)
12mm wire netting all sides concrete masonry blocks
(150 series)
f Overflow
Runoff water
with sediment L_]
Ol = Filtered water
Sediment
im Field inlet with grate
Gravel filter, refer Grading B, Table 9
of QT Specification MRS11.05, exculde
& material finer then AS sieve 2.36mm.
FIELD INLET SEDIMENT TRAP
=
ol 2 Berm (300mm min height)
3°
C
Geotextile fabric, DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
O Bidum U34 or similar. FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
Amd Description Date
Fa
at
Runoff from pad
a directed to sediment
trap x
oe
Gi
TEMPORARY CONSTRUCTION ENTRY/EXIT i
SEDIMENT TRAP |
i] / Issue Notes Date
PERIMETER SEDIMENT FENCE. ‘ For Development Approval X 21-05-14
REFER DETAIL. | For Building Approval x 21-05-14
| For Tender
Ql ° For Construction
| As Constructed
wl E
|
7 5 . mH a i mH . 5. — a 5 5 5. > ue 4 a m 5. . 5 a o mH L- 1
— D O 0 o a O O o o O o D O D O O o O D O 0 o a 0 Hydraulic 3:
|
|
~ . .
contact: Reinhold Koenning MiEAust RPEQ No 7023
” PO Box 181
Fi & ep of stake with | Moffat Beach, QLD, 4551
shadeclo’ astener or | email: [email protected]
tie to steel picket | PH: (07) 5491 4333 FX: (07) 5491 4233
sa ()) (-)) CLIENT :
eH ( | _____s S )
\ ) \ WILSON CLARK CONSTRUCTIONS
F42 Fabric to AS1304 Geotextile Fabric Ir] SS Na
Desturbed area one 82 | 50x50 HW staki teel ARCHITECT
Geotextile fabric | picket 1200min long. J Ne COOL ARCHITECTURE J
Loy Overfiow | (Proect: 10/100 RENE STREET Y
% "p of NOOSAVILLE
a Posts or steel pickets ”
driven 600mm into ground Backfill DRAWING TITLE:
Y
8 100min vertical overlap of fabric ° EROSION
3 AND
o SEDIMENT
. CONTROL PLAN
Undisturbed area
2 Backfill QB Design RaW. Checked (2h) — Date 21-05-14 Dwg, No. AMD.
N SCALE: 1 : 100 ON At UNO, 5 Of 6 2864—OP5 J
SEDIMENT FENCE DETAIL RPD: LOT 10 SP 230643

Page 27

 

 

a

Erosion and sediment control devices shall be installed and maintained in 9. The underground drainage system shall be used to convey runoff throughout

accordance with these drawings unless an alternative proposal is approved in construction. All drainage pits shall be constructed prior to placement of TASK AES | FROSION & SEDIMENT CONTROL STORMWATER QUALITY
writing by the superintendent. Additional erosion and sediment controls shall sub-base material and shall contain a suitable cut-out to capture run-off from PERFORMANCE MINIMIZE SOIL EROSION SITE DURING AVOID DETRIMENTAL IMPACT ON THE WATER QUALITY AND AQUATIC ENVIRONMENT OF DOWNSTREAM WATER
also be installed as necessary during construction. base of boxing during construction. AND AT ALL TIMES PREVENT THE TRANSPORT | AND COMPLY WITH, THE ENVIRONMENTAL ACT ON ENVIRONMENTAL PROTECTION POLICY FOR WATER.
All erosion and sedimentation control devices shall be installed prior to 10. The underground drainage system including all pits, pipes and GPT shall be ov oe
stripping topsoil or commencing earthworks anywhere else on site unless cleaned of sediment prior to on maintenance. Unless otherwise approved by STRATEGY * FOLLOW THE STABILIZATION. PROCEDURES » ALL CONTROL MEASURES. SHALL. BE IN PLACE PRIOR TO COMMENCING SITE STRIPING. oe CATER?
otherwise approved by the superintendent. An inspection hold point is the Superintendent all temporary erosion and sediment control measures . PRA THE ESTENT OF STRIPPING 10 THE . ONT Oe Ne STOCKPILES STORED ON SITE SHALL BE PLACE IN PREPARED LOCATIONS,
required at this point prior to the works proceeding. shall be removed at the completion of construction. CONSTRUCTION, * COMPOUNDS SHALL BE IMMEDIATELY ATTENDED TO SO AS TO LIMIT THE POTENTIAL FOR IMPACT
Where erosion and sediment control devices cannot be installed due to 11. However such removal shall not proceed until the site is stabilised to the * ADJACENT ROADWAY ‘SHALL BE REMOVED « PROVIDE CONTROL MEASURES TO PREVENT SOIL EROSION , SCOURING, SEDIMENT TRANSPORT AND
earthworks or other work operations, they shall be installed at the earliest Superintendent's satisfaction. «PROTECT. STORMWATER. DRAINAGE. INLETS DEPOSITION, THESE MEASURE ARE, IDENTIEED IN THE SOIL & EROSION CONTROL PLAN BUT MAY BE
possible date. 12. All construction vehicles shall be cleaned of mud and/or loose dirt prior to BEEN STABAL EO ONT: THE SITE HAS 7 TEMPORARY RETARDATION BASIN
Permanent coverage of disturbed areas with topsoil and turf, hydromulch or leaving the site. * CONCRETING SMALL BE WHOLLY «IN AREAS WHERE RUNOFE TURBIDITY IS 10 BE CONTROLLED, EXPOSED SURFACES SHALL BE MULCHED
mulch (and jute matting if required) is to be undertaken at the earliest 13. No release, or flow is permitted from the site, throughout the earthworks and SHALL BE ALLOWED 70 ORY THEN «PERMANENT CONTROL. MEASURES WILL BE IN PLACE UPON COMPLETION OF CONSTRUCTION, HOWEVER
practical time. construction period, to any waterway, or stormwater drain or drainage line REMOVED FROM SITE. BON ACHIEVED BE REQUIRED OF SOME TEMPORARY FACILITIES UNTIL FULL SITE REHABILITATION HAS
Turf shall be laid behind kerb and channel for full verge width. leading toa waterway or area of native vegetation, unless the level of total MONITORING THE PRINCIPAL CONTRACTOR SHALL AT ALL THE PRINCIPAL CONTRACTOR SHALL ENSURE NO SUSPENDED SOLIDS OR CONTAMINANTS ARE VISIBLE IN
TIMES ENSURE THAT CONTROL DEVICES ARE SURFACE RUNOFF LEAVING THE SITE.

In order to prevent erosion from concentrated flow paths, the contractor shall
follow the following site protection principles:

- Install turf in permanent open drain;

- Install geofabric in temporary open drains where shown on drawing;

- Install sand bags, rock check dams or mulch bunds at 20m centres in all
concentrated flow paths including cut-off drains along kerb and channel,
along sediment fences, mulch or earth bunds except where drains are lined

with turf or geofabric.

All disturbed areas shall be covered with 100mm of topsoil prior to turfing,
seeding, hydromulching or mulching.

All batters 1 on 4 and steeper shall be tined to a depth of 200mm in
accordance with Main Roads specifications prior to topsoiling and mulching
(75mm thick). Batters steeper than 1 on 2 shall also have heavy duty jute

SEDIMENT & EROSION CONTROL NOTES

 

matting installed over the mulch. all other disturbed areas shall be covered

with hydromulch.

LEGEND
Existing storm water

-——_——— Storm Water Drainage

 

 

agi Agi Drain

Floor Waste
8 FWG gully

aa GP1 Gully Pit

—o—_1+-—__. Sediment Fence

-—_—o Boundary

® Diameter

c.0.8. Cleanout to surface

Een Eccentric Enlarger

FFL Finished floor level

GP Gully pit

GMH Gully Man Hole

Ic Inspection Chamber

IL Invert Level

K&C Kerb & Channel

MH Manhole

PO Planter outlet

RPB Real Property Boundary
RPD Real Property description
RWO Rain water outlet

RWH Rain water head

SL Surface Level

Sq Square

SWD Storm water drain

Ta Trench grate transverse bar
TG(I) Trench grate longitudinal bar
u/g Underground

u/s Under slab

u.n.o. Unless noted otherwise

suspended solids does not exceed a concentration of 50 milligrams per litre.

14 An effective water quality self-monitoring program, including at least one
representative measurement of the total suspended solids quality of any flow
or release from the site on each day runoff to water occurs, must be ACTIONS
implemented continuously throughout the life of the works which are the
subject of this approval. Where the findings of the required performance
self-monitoring program indicate that the 50mg/L TSS compliance limit is being
or is likely to be exceeded, remedial action must be taken without delay to
ensure ongoing compliance.

15. Sufficient stockpiles of mulch and/or other similar required erosion and
sediment control materials and stores must be maintained on site at all times
to enable ongoing erosion control, as well as site contingencies e.g. imminent
wet weather, to be dealt with, until commencement of on maintenance.

 

 

 

SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN:

OBJECTIVE:
To minimise erosion on site and ensure sediment is not washed down to the receiving waterways due to construction
activities

LEGISLATION:

Environment Protection Act 1994
Environmental Protection Water Policy 1997
The Integrated Planning Act 1997

RESPONSIBILITY:
The responsibility for all measures regarding the sediment and erosion control during construction shall be with the
CONTRACTOR. The contractor shall appoint one staff member, ideally the foreman to be responsible for:

“the location of drain paths such as swales and trenched, cut off swales, catch drains and perimeter banks. All of
these measures shall ensure the runoff is directed to the sedimentation basin during construction.

“the waste and wash down of materials and goods in particular concrete and cement shall be separated, set to dry
and disposed of

***installation and maintenance of the sediment control fences all around the perimeter as shown in plan

**“control of fences, sandbags and bales as well as the sedimentation basin after each rainfall event

**“control of the entry/exit path and the minimization of sediment transfer to the street in particular control of concrete
and earthmoving vehicles

***supervise other members of staff and lead by example

**“ensure enough litter collection devices are provided for the collection of daily litter such as cans, bottles, paper,
butts and also building material cut offs.

**“ensure all stockpiles for both incoming and outgoing goods in particular soils and sands are clearly marked and not
blocking drain paths and kept neat and clean.

***control the flow path of stormwater at all times during construction and use swales, sandbags, bales and other
measures to ensure the runoff is directed to the sedimentation basin at all times.

ACTIONS:
In case of major rainfall events the following action plan shall be followed and responsibly looked after by the
CONTRACTOR:

**DON'T WAIT UNITL IT IS TOO LATE!
be on site during the rainfall period and monitor the drain paths. Redirect where required.

**check the fences after every rainfall and replace the fences where required. Check and replace all barriers,
bales, sandbags and temporary swales, cut off drains and trenches where required.

*clean out sedimentation material as soon as the moisture content allows it.

**check the receiving pit and improve the barriers if required.

“REMEMBER: EACH RAINFALL IS THE EVENT TO ACTIVELY WATCH AND CONTROL THE RUNOFF!

 

 

 

 

 

 

 

 

 

CORRECTLY INSTALLED AND ADEQUATELY
MAINTAINED, IN PARTICULAR PRIOR TO
FORECAST PERIODS OF RAIN OR STORMS.

 

CORRECTIVE

e« EMPTY AND REPAIR TRAPS REGULARLY.
e REPAIR OR REPLACE DAMAGED CONTROL e REPAIR OR EXTEND CONTROL DEVICES TO OPERATE ADEQUATELY.
DEVICES. e INSTALL ADDITIONAL SEDIMENTS TRAPS TO RETARD SURFACE RUNOFF ACROSS THE WORKS AREA.
e PLACE ADDITIONAL CONTROL DEVICES
WHERE EXISTING INSTALLATIONS ARE
INADEQUATE.

 

REPORTING

 

 

WEEKLY REPORTS BY THE PRINCIPAL

CONTRACTOR TO THE CONSULTANT DETAILING WEEKLY REPORTS BY THE CONTRACTOR TO THE CONSULTANT OUTLINING THE EFFECTIVENESS OF CONTROL
MAINTENANCE PROGRAM, ADDITIONAL WORKS MEASURES AND DETAILS OF ANY CORRECTIVE ACTIONS TAKEN

AND THE PERFORMANCE OF CONTROL

MEASURES.

 

 

 

SEDIMENT & EROSION MANAGMENT PLAN

 

shall be incorporated:

 

temporary structures.

Prior to the commencment of any construction activities the following measures

Provide education of site personnel

Set up action plans as a precaution in case of disturbances occuring DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
especially after an unexpected strong rainfall event FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
e Provide regular inspection and maintenance of all structures including the [Amd Description Date

 

 

 

CUT—OFF DRAIN ALONG CONTOUR — LONG TERM
STOCKPILES ONLY (GRADE AT 1 IN 100 max. TO FREE
OUTLET.) STABILIZE ALL EARTHWORKS AREAS WITH TURF.

 

NOTES FOR STOCKPILING:

PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE A
PLAN FOR STOCKPILING, MATERIALS STORAGE AND WASTE
MANAGEMENT. THIS PLAN MAY BE A HAND DRAWN SKETCH BUT

 

 

 

SHALL BE VISIBLEY PLACED IN THE SITE OFFICE. Issue Notes Date
ADVICE: For Development Approval X 21-05-14
. LOCATE STOCK PILES ON LEVEL GROUND AWAY at -~05—
FROM AREAS SUBJECT TO CONCENTRATED For Building Approval x 21-05— 14
OVERLAND FLOW. For Tender
. CONSTRUCT A PERMENENT BANK OR CATCH DRAIN For Construction
ABOVE STOCK PILE TO PROTECT IT FROM UPHILL
RUNOFF. As Constructed
. CONSTRUCT A SEDIMENT FENCE BELOW THE
STOCKPILE TO TRAP SEDIMENTS BEING WASHED
OFF THE PILE.
. PROVIDE ACCESS TO STOCKPILE FROM SIDE SO AS

TO AVOID RUNOFF PASSING THROUGH. E
Hydraulic 3:

PLASTIC SHEET WHEN RAIN OR
HIGH WINDS ARE EXPECTED. ~ . .
contact: Reinhold Koenning MiEAust RPEQ No 7023

PO Box 181

Moffat Beach, QLD, 4551

email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

 

 

CLIENT :
WILSON CLARK CONSTRUCTIONS
SEDIMENT FENCE AS SPECIFIED ALONG CONTUR ARCHITECT :
(EXTEND 3m min. EACH SIDE OF STOCKPILE. \ COOL ARCHITECTURE J
(Prosect: 10/100 RE Y
STOCKPILES :  10/ NE STREET
NOOSAVILLE
1. PLACE STOCKPILES 5m min. UPSTREAM OF EXISTING VEGETATION,
CONCENTRATED WATER FLOW, ROADS, AND HAZARD AREAS.
2. CONSTRUCT ALONG THE CONTOUR AS LOW, FLAT, ELONGATED DRAWING TITLE:
MOUNDS (2m max. HEIGHT.)
\
ESC
NOTES M)
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.
SCALE : N/A ON At UNO, 6 of 6 2864-—OP6 J

 

 

 

RPD:— LOT 10 SP 230643

Page 28

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
     

 

 

 

   

  
  

     
  

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:
D | INTEGRATED WATER CYCLE MANAGEMENT NOTES: DEPENDING ON GROUND CONDITIONS AND IF
1) A refer: ” deemed to comply solutions — stormwater quality management REACTIVE SOIL IS FOUND ALL PENETRATIONS, DRAWI NG SCH EDU LE DA AN D
south east queensland” version 1.0, may 2010 by "healthy waterways” eeOvIGeD OH TO OU OINee AND O Pp F RAT | O N A L WO R K S
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
1. STORMWATER QUANTITY: RETENTION REQUIRED REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
STREET ADDRESS: 2. STORMWATER QUALITY: DEEMED TO COMPLY SOLUTION Cl1
. 3. FLOOD MANAGEMENT: NOT REQUIRED 2864—OP2| STORMWATER MANAGEMENT
1 0/1 OO RENE STREET 4. DEMAND REDUCTION: 4STAR WELS RATED FIXTURES 2864—0P3| STORMWATER QUALITY&QUANTITY DETAILS
2864—OP4| STORMWATER QUALITY MAINTENANCE
N O O S AV | L L E 2864—OP5| EROSION & SEDIMENT CONTROL PLAN (ESC)
2864—OP6| ESC NOTES
REAL PROPERTY DESCRIPTION:
CLIENT NAME: \continues DRAWING SCHEDULE BA
WILSON CLARK CONSTRUCTIONS \ PLUMBING & FIRE
soe EE eo HY
— 2864-1 COVER SHEET
2864-H2 | ROOF & SITE DRAINAGE
2864—H3 | SANITARY DRAINAGE
2864—H4 | WATER SUPPLY & HYD COVERAGE
% REFER "VOM
Bo BI
was Stat
artiet a . a © de 4 a 4 . 2 — —___§—___os
scree st 2. fenced, opens 40 fie ay ef ee a) .
4 4 S21 & q 4 2
. StOrdgg* sf) Ua a, ‘ ‘ ee
‘ ‘al o* we ga ( |
4 4 * < 4 4 I
4 a a oe v 4g “
Lf « Be at, «| NOTE
1, a 4 a g 4 ag 4 | :
< “gt as 4%, ae < ae ALL LEVELS ARE SUBJECT TO SURVEY
Sg a” 2 : é “4 a.“ v4 ap
4, |
|4
4 L
4h py — eae
|
wn ‘
PROPOSED oavctopwenr-/ |
Wandoo Ct |
|
a
|
| .
| Site 1701. m?
0 Roof 647m?
| Driveway 806 =m?
LOCALITY_MAP Jif Bs Landscape 248m”
: ‘APPROVED DRAWINGS 7 . 2
SCALE: NTS New impervious 1453. m
|
| CATCHMENT AREAS
] ~ DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Dote
Ron Water 3 Diameter 1. DO NOT SCALE FROM THESE DRAWINGS. 1. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
Existing Water tos.  Cleanoat to surface 2. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPER U.N.O.
s Existing Sewer Cu Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE 15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK(|
Existing Storm water cv Conrol valve CONSTRUCTION. SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
HD Existing House drain cs Cleaners sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Sanitary Drainage Se Gold Woter  anel CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
—sw— Grey Water Bey Double check walve 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
TTT TTT fant oe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
~~ = Foe ater Elev Dge Evevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
Storm Water Drainage Fe False. ceiling 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY. B_| NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI [15-10-14
____----- fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD A | NEW ARCHITECTURAL LAYOUT 11209214
Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ieoue Noles Date
FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION xX bios 1a
Rain Woter Ri fu Fixture units on tro REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval < aoe tt
— ain Mater NISer GP Gully. pit P P 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval i
Ce) ° Cold Water Riser GMH Gully Man Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.N.O.), For Tender
Down Pipe ay Gate valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VALVES For Construction
(=~ © Stack jot water DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O.
Vent Pipe Hoe gouse connection branch SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT bs Constructed
@) 5 HL High level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
@) ° Group Vent IC inspection Chamber APPLICABLE. FIRE STOP COLLARS TO BE USED ON ALL PLASTIC PIPEWORK PENETRATING FIRE RESISTANT CONSTRUCTION. COVERS & FRAMES
Fduct Vent iL invert. Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
= Induct Vent io inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
: ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. ;
(8) © Hot Water Riser Kec yore Channel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. Hyd raulic ya
(3). Fire Dropper NRV Nene urn valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE. \-
PLV Pressure limiting valve 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. - Rel +A MlEAust RPEQ No 7023
—— —V_s“Vallve PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH"NITRILE” RUBBER RINGS. GRATINGS ; . CONTACT: Reinhold Koenning "s °
he Hose Cock Ree Reel Property seeeaetn 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE 1. CeO SSO COROT NON ER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
RPZD Red PI Z devi BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
an tt Se RT as eee SIS are ass Ao SES re (on sts
en Enlarger ain water Nea : CLIENT :
SD Sanitary Drainage STORMWATER DRAINAGE
SL Surface Level 7 TINDERGROUND PIPEV
1. UNDERGROUND PIPEWORK SHALL BE @100 PVC CLASS SW MIN GRADE 1:100 U.N.O. WILSON CLARK CONSTRUCTIONS
. Si Si on
ore Overflow Relief Gully s/t Sate Tray 2. DOWNPIPES SHALL BE @100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat Si) Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 1. ALL HYDRANT PIPEWORK TO BE IN ACCORDANCE WITH AS2419-2005 CLAUSE 6.8. ARCHITECT :
[]o we Water td Tropped Tundish REQUIRED. 2. ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH AS1345. COOL ARCHITECTURE
1G Test gate 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUND THE HANDWHEEL. y J
sk Sink td Tundish 5. POLLUTION CONTROL MANAGEMENT PLAN (PCMP): 4. ALL HYDRANTS TO BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FACE OR WALL BEHIND IT. THE VAVLE OUTLET IS TO BE (Prosect: 10/100 RENE STREET \
Tat Trench grate transverse bar 51. TO BE RESPONSIBILITY OF BODY CORPORATE HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL. NOOSAVILLE
LT Laundry Tub Tou) Trench. grate Se ve 52. TO LIST ALL IN FLOW FILTERING DEVICES LIKE LEAF EATERS AT DP'S AND OTHER FILTERS. 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP
ol wm — Washing Vv Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine u/g Underground 5.4. TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 6. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
u/s Under slab / 7 A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
6 FWG Floor Waste Gully Ont Fed oth AS TO MANUFACTURES SPECIFICATION
U.0.0. nless noted otherwise , IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING.
; ws Water supply MINIMUM QUARTERLY, BUT MONTHLY IN RAINY SEASON
as Bn Basin “AFTER EACH MAJOR RAINFALL EVENT 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
5.5. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. AUTHORITY PUMP APPLIANCE HAS ACCESS.
CC) 8th Both Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: = <@100 ORE ConerR MOVE Soo uns IN GROUND. COVER SHEET M)
SS mes ~ eee “210 FRGLTELG/ PE B COPPER SERS
La «= ME_—s Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design | RK. | checked | Ch [Date 21-05-14 | Dwg, No. AMD.
SCALE: 1 : 200 on at uno.| 1 of 6 (4) 2864-1 By
RPD:— LOT 10 SP 230643

Page 29

 

 

 

 

 

  

NOTE:
FOR ALL

DETAILS OF RETENTION AND STORMWATER

TREATMENT REFER TO OPERATIONAL WORKS DRAWINGS.

  

   

 

PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS:

PROPOSED FOOTPRINT AREA:
EXTENDED DETENTION DEPTH:

DEPTH OF TRANSITION LAYER:
DEPTH OF DRAINAGE LAYER:

CONDARWN>

CATCHMENT AREA HARDSTAND:
LEVEL OF SURROUND GOUND:
LEVEL OF OVERFLOW WEIR: RL4.520

. SURFACE LEVEL OF FILTER LAYER: FFL4.320
10. INVERT LEVEL OF OVERFLOW CHAMBER:

60sqm
250mm

DEPTH OF FILTER LAYER: 400mm

100mm

200mm — 400mm
806sqm

FFL4.570

IL3.220

 

      
 

 

    
 
 
 

    
    
  
    

 

 

  

 

 

 

 

 

 

 

| |
(@\0150,...,,., (#150 |7ap\o150 (Gp) 9150 sive | | | \|
11. MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 32sqm (PROPOSED: 32sqm) 8 siege 7 6 5 | | | \\
12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER ~~ | | Lo
MINIMUM GROSS ‘SEETON AREA: " ‘ ® “ —
REFER DETAILED DESIGN ON DRAWING 2864-3 ES pgowne YALEY MOF EAVES GUTTER wr
d 2a es rom St
(dp 9150 0150 /ap\ Ineo 38 be
v WY \S< (py #150 (0150
eS \27 7
‘a € a fo I
SS path
>< ane A '
existing continues JAI Wr
CS stree “( “\
c g) |) 3elfall | k 3° fa :
oe 8] 3?lfall) |i s 3° fall :
1 exis tine :
EXISTING 900x900 J REFER VOM g 9 o pI a Pp eo
tree SL4.565
street 1L2.554
Cet 4 MAKLE GOOD TO BE THE BIO
CKIS TING Uree RETENTION SYSTEM BYPASS L L [|
Y CHAMBER. REFER DETAIL
< >
EXISTING
STORMWATER PIPE
0375 RCP
USIL2.554
FFL4.570
| NEW HI-FLOW BYPASS
RISE 9225 TO / A
OVERFLOW CHARGOING | Steven AnGFER TO DETAILEL \\
LEVEL OF IL4\320 | ALLEDS\ MAILM neren 1 \ \
| MANUFACTURER \ \\
\
\ \ \
PROVIDE ON SITE STORAGE \\
FOR PEAK FLOW MITIGATION. \\
6295 | PROPOSED, ARE 2 off 10 6295 \\
| CONCRET TRAFFICABLEC \ OVERFLOW! \\
I TANKS BELOW SLAB WITH AN CHAMBER A. \\
| EFFECTWE STORAGE VOLUME PROVIDE) 240! WIDE\
FA OF TOTAL 10,000L ENCH’ GRATE AN
7100 | REFER TANK ASSEMBLEY DISCHARGE. DIRECTL
| | DETAIL TO TOP-6F I \
| TOP OF TANKS RL4.545
| BOTTOM OF TANKS RLS.245 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
( OQ > | VJ CP \ OC FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
Fenced | TWO y
ee l [Amd Description Date
/ /
\
ODeN USES |
InN ?DRD ly \ ¢ >
Or CNOUSE |
| 1 / 16
| ° C_| NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI |15-10-14
bol B | NEW ARCHITECTURAL LAYOUT 11-09-14
vy | ] A_|INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
OK vy | 4 Zz Issue Notes Date
“ | iz * S h are 2 For Development Approval] X 21-05-14
r w For Building Approval x 21-05-14
IL4.600 | 1L4.215 Zone
225 1:200. 9225 1:200. 9225 1:200 “a 225 1:200. For Tender
| | | A a) For Construction
nnn 4 YF a TT As Constructed
7 ( fo ( c l | [ } \ s Constructe
-© FFL5.050 é ld | & > FFLS.050 y |
u
© ® ® ® @ | \ 13 "
| @ \ &) ie
!
| ens.0s0 Hydraulic «
O Dp e n | q Q I I I 2 I ¢ : I ®
C/xKeS ~ - Y~ . . Y
f O y er | contact: Reinhold Koenning MicAust RPEQ No 7023
& PO Box 181
Moffat Beach, QLD, 4551 AHSCA
im 4 email: [email protected]
TY Dp oO Z z PH: (07) 5491 4333 FX: (07) 5491 4233
ML — CLIENT :
— _ \]
trade related sales showroom Lo Fri5.050 WILSON CLARK CONSTRUCTIONS
l] ] ARCHITECT :
| LL COOL ARCHITECTURE J
/ (Proect: 10/100 RENE STREET Y
| ] NOOSAVILLE
|| | / DRAWING TITLE:
/ ROOF & SITE
; H / STORMWATER
\ | DRAINAGE
~ \ wy, 7 power If {
SA — y - lumbi f
staff | LK —— penning i Design] HH. checked] Ch [Date | 21-05-14 | Dwg. No. AMD.
sink / } ~ 1 AL LIE tucker
room sO vv / Flexi desk] office box | \ Scale: 1: 100 on At u.N.o.| 2 Of 4 2864-H2 Cy
g — /
COM A | RPD:— —- LOT 10 SP 230643
O (\ OY ian i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
  
 
     
 
 
 
        

 

     

  
 
  
   
 
    
     

  
 
    
        
    
  
 

 

 

 

 

 

 

 

 

 

 

 

 

  

  

3 \

| PROVIDE EAVES GUTTER WITH
TMINIMUM CROSS SECTION AREA:

115 DEPTH

Page 30

 

 

 

 

C

= |

existing
street
tree

exis ting
street

tree

 

 

 

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cr CS

exis ting

stre

existing t
street
tree

path
Continues

EXISTING FIELD INLET
900x900 % REFER VDM
SL4.565
IL2.554
MAKLE GOOD TO BE THE BIO
RETENTION SYSTEM BYPASS
CHAMBER. REFER DETAIL

    

 

STORMWATER PIPE

O\o
PROVIDE) 240! WI
TRENCHOGRATE AND
DISCHARBE DIRECTLY
TO \\

 

 

ORG WITH
HC OVER XY

 

 

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warehouse

tr

 

 

 

 

 

ORG W/ HC OVER

——#100

 

 

 

 

 

 

 

 

 

 

 

bce related

 

 

 

 

 

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flexi desk] of Fice

 

 

 

 

 

 

 

\ TOP-OF BIO
RETENTION BASIN
EXISTING MANHOLE 5 D
4 5 REFER VDM Q
» SL 4.075 Oo
PROVIDE or ol v JeEWO ee Oo a
BUNDED BIN ~ \ | W VY XISTING_HCB ss
Ce oc DOWN AS \ ~ , LEVELS TO BE CONFIRMED <
PER DETAIL Pp O
fee 5.525 Oo
wy c.O.S. S N ss
OC] “5 on U #100 pvc” O° ° °
O Open « " 8
oO
OUS ! LC Q
Oge~ “ drive M<
7 / 16 S
O + °
w bol \ age GOOD
c SURFACE LEVEL OF
= ¢100uPVC-———=> MANHOLE TO MATCH
share NEW DRIVEWAY
ZONE

 

EXISTING SEWER

 

@150uPVC cl12

 

 

 

 

 

Ss
sss,

 

 

 

 

 

 

 

CHARGE PIPE IN ACCORDANCE
W/ AS3500.2:2003

 

OVER FLOW RELIEF
GULLY (ORG)

  

 

 

 

 

 

WASTE PIPE

 

MINIMUM OVER FLOW _ RELIEF

GULLY (ORG) CLEARANCE

150 MIN. TO LOWEST FIXTURE

UPVC bolted

[ trap screw

 

   

OVER FLOW RELIEF GULLY

Depth as required

  

 

 

 

 

 

 

CO/IO TO SURFACE
NTS

1. All pipework 100 unless noted otherwise

2. All concrete surround grade N20

3. Provide the principal with accurate records
of i.o.s. locations upon completion.

rT
Sewe FOR PLUMBING REQUIREMENTS
P) é COORDINATE WITH SUPPLIER.
¢.0.8.
led WP) 050 TO ATMOSPHERE

i)

—

 

 

 

 

ro [e=vil Fall

 

 

 

 

 

 

Li

300
1000
1200

 

 

 

100
rm Hinged grate
200 Tt 00 Ground level

| L Secondary
Grade W12144/12 Strainer To Sewer

Floor drain to strainer

 

 

 

 

 

 

    
 
 
  

Bucket on
Strainer

#100

 

Thrust block

PROPOSED BUNDED EXTERNAL
WASH DOWN DETAIL
Scale 1:50

 

 

 

FIXTURE DISCHARGE
PIPE DIA.
Bth 40
Bn 40
Shr 50
WC 100
Sk 50
LT 50
Safe tray 50
FW 65 uno
100 under
ground

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
[Amd Description Date
B | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI |15-10—14
A NEW ARCHITECTURAL LAYOUT 11-09-14
Issue Notes Date
For Development Approval] X 21-05-14
For Building Approval x 21-05-14
For Tender
For Construction
As Constructed

 

 

 

E Hydraulic 3:

 

\-

email: [email protected]

N

contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551 AHSCA

 

 

 

 

 

 

 

 

XY SCALE: 1 : 100 ON A1 U.N.O.

Design| RK. | checked | Ch [Date 21-05-14 | Dwg, No.
3 of 4 | 2864-H3 | By

PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
L COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
SANITARY
DRAINAGE M)
AMD.

 

 

 

RPD:— LOT 10 SP 230643

Page 31

 

HOT WATER SYSTEM SPECIFICATION:

HWS FOR STAFF SINK:
TYPE: ELECTRICAL, CONTINUOUS FLOW, SINGLE PHASE UNDER BENCH
MANUFACTURER: STIEBEL ELTRON
MODEL: DHCE 8/60

 
  
  
  
   

path
continues

EXISTING HYDRANT
TO BE CONFIRMED

CXIS TING

CS
| existing
street
tree

me ©

eC XisS TING
street

    
 

Edge of. - FHR Bolted

 
   

 

 
   

existing tree _ Wall a

street - O

t ree 100 min : = Extended Guide Arm
420 Rubber H—— 925 Control Valve

 

Hose a Pp Nozzle Locking Device

Hand Control

 

 

1500

 
 
 
 

TING VALVE ABOVE
UND MOUNTED ON POST FOR
IRRIGATION. FOR DETAILS OF

IRRIGATION REFER TO OTHERS.

 
 

——1—-#25min Services
Backflow Prevention
If Used For Other Then
fire fighting (DCV)

  
 

= ——MAX 20m
FEED TO

 

 

rencead
‘open use’

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 
   
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

D ly oD NOTE:
Or € OUSE 50 WN GROUND The pressure and flow test has
eee oS resulted in an available 300kPA @
cee 17 16 1S | | 14 20I/s flow. This is sufficient for
a fo)
cee bol external feed hydrants as per
weer 0 AS2419. The author can not take
ea liability for future changes in regards
ueece -- shared EXISTING WATER to the pressure and flow data
eon” | XISTI . : :
eet zone MAINS available in the mains.
ee %150uPVC pn16
-- CONTINUE. WITH
y £30 ORM \ | DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
Hic fa £ FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
77 HC =
uct I [Amd Description Date
, FHR 47
i / =—#25 IN GROUND 13 +
: , FIRE HOSE REEL REFER TO DETAIL |
A opening a
! e/xKe2S AN |
LL / L
) over
U / £ eC 4A i | B | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI [15-10-14
- y P , y Pp A | NEW ARCHITECTURAL LAYOUT 11-09-14
A] f Trina Nr y 7 LN [| Issue Notes Date
W O (~ eh ’ Ul QO ale V el CO ted sales Sho a OOM For Development Approval| X 21-05-14
‘ 4 f For Building Approval x 21-05-14
/ / For Tender
, L For Construction
, As Constructed
a ——#25 IN GROUND | E Hydraulic iu
eee HWS UNDER H | 4 . . NY
weer BENCH REFE! / contact: Reinhold Koenning MiEAust RPEQ No 7023
oa TO SPEC. = PO Box 181
a ] / | | Moffat Beach, QLD, 4551 AHSCA
ae FOR PLUMBING ) email: [email protected]
ue 7 7 power REQUIREMENTS a 28 ReaD PH: (07) 5491 4333 FX: (07) 5491 4233
ee staff — oe soesenee WT mst a
a sin } Cc [ byl al le £ loa tucker , GATE VALVE,
room F exi aes O Ice box tore PEN WILSON CLARK CONSTRUCTIONS
La] | ( / | EXISTING SLUICE VALVE WITH
GH a (“ AT HICH LEVEL x | / #150 CAPPED PROPERTY ARCHITECT :
Oi | CONNECTION AS PER VDM
5 J | APPROVED DRAWINGS Ne COOL ARCHITECTURE yy
"OA (PROJECT: Y
cdisabwled RISE 20 COLD TO HIGH LEVEL Li 1o7to0 RENE STREET
¢20 TO FIXTURES
APPLY TO AUTHORITY FOR NEW DRAWING TITLE:
$25 DOMESTIC SERVICE
INCLUDING MASTER METER AND
GATE VALVE, LOCKED OPEN AT \
DEVELOPERS COST WATER SUPPLY
AND
EEE HYDRANT COVERAGE
Hy =e.
Design| RK. | checked | Ch [Date 21-05-14 | Dwg, No. AMD.
RPZD \ Scale: 1: 100 ON At uno.| 4 of 4 2864—-H4 By
RPD:— LOT 10 SP 230643

<<. = oe

 

 

 

FIRE HOSE REEL DETAIL

NTS
INSTALLATION IN ACCORDANCE WITH AS1221 AND AS2441

Page 32

 

 

 

Dive &

STREET ADDRESS:

10/100 RENE STREET
NOOSAVILLE

REAL PROPERTY DESCRIPTION:

LOT

CLIENT NAME:

10 SP 230643

 

NOTE:

 

 

|

 

INTEGRATED WATER CYCLE MANAGEMENT NOTES:

 

WILSON CLARK CONSTRUCTIONS

STORMWATER QUANTITY:
STORMWATER QUALITY:

RETENTION REQUIRED
DEEMED TO COMPLY SOLUTION Cli

refer: "deemed to comply solutions — stormwater quality management
south east queensland” version 1.0, may 2010 by "healthy waterways”

DRAWING SCHEDULE DA AND

 

OPERATIONAL

WORKS

 

 

 

 

FLOOD MANAGEMENT: NOT REQUIRED

DEMAND REDUCTION:

BAN?

 

A4STAR WELS RATED FIXTURES

STORMWATER MANAGEMENT

 

STORMWATER QUALITY&QUANTITY DETAILS

 

 

 

 

 

 

 
 
  

 

 

Bartlett st

Wandoo Ct

PROPOSED evevopuenr-/”

 

 

 

 

wu
a)
5
a w y
fenced, open ee
o1S ; 7
storage oy drivews
| oO
ale
OT es

 

 

 

     

 

STORMWATER QUALITY MAINTENANCE

 

EROSION & SEDIMENT CONTROL PLAN (ESC)

 

 

 

 

 

DRAWING SCHEDULE BA

 

PLUMBING & FIRE

 

 

 

 

 

ROOF & SITE DRAINAGE

 

SANITARY DRAINAGE

 

WATER SUPPLY & HYD COVERAGE

 

 

 

 

 

 

 

 

 

 

DEPENDING ON GROUND CONDITIONS AND IF
REACTIVE SOIL IS FOUND ALL PENETRATIONS,
VERTICAL AND HORIZONTAL SHALL BE
PROVIDED WITH SWIVEL JOINTS AND
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
2864-—OP2
2864-OP3
2864-OP4
2864-—OP5
2864—OP6| ESC NOTES
\continues
gooxgoo ‘We REFER VDM eo HY’
- 2864-1 COVER SHEET
2864-H2
2864-—H3
2864—-H4
—O) ss
NOTE:

 

 

 

 

 

 

 

 

 

——EXISTING SEWER
@150uPVC clt2

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL LEVELS ARE SUBJECT TO SURVEY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| .
Site 1701. m?
0 Roof 647m
| Driveway 806 =m?
LOCALITY MAP || 7 7 Landscape 248m?
SCALE NTIS. — New impervious 1453 m?
| CATCHMENT AREAS
~ DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES | FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Date
aw Ron Water 3 Diameter 1. DONOT SCALE FROM THESE DRAWINGS. 1. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
Existing Water tos.  Cleanoat to surface 2. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPER U.N.O.
s Existing Sewer CJ Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE @15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK|
Existing Storm water cv Conrol valve CONSTRUCTION. SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
HD Existing House drain cs Cleaners sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Sanitary Drainage Se Gold Woter  anel CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
Grey Water Dov Double check’ valve 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
ent Pipe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
aT GO yuater Elev Dge Evevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
————— Storm Water Drainage Fe False. ceiling 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY. B NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
cv lteeeeee _ Fire FH Fire Hydrant 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD ANEW ARCHITECTURAL LAYOUT 11-09-14
aol Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ieoue Noles Date
FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE AS2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION x bans 14
Rain Water Ri Gt Ce Hs eptor t REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval =05-
ain Water Riser GP Gully pt 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval x 21-05-14
Cold Water Riser GMH Gully Man Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.N.O.), For Tender
Down Pipe gv Gate valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VALVES For Construction
Stack HW Hot water tion branch DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O. hs Constructed
Vent Pipe HD House drain SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT
@) 3 HL High level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
@) ° Group Vent IC Inspection Chamber APPLICABLE. FIRE STOP COLLARS TO BE USED ON ALL PLASTIC PIPEWORK PENETRATING FIRE RESISTANT CONSTRUCTION. COVERS & FRAMES.
educt Vent iL invert Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
Y= © Induct Vent io Inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 2535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
®) ‘, Wy i Ri ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. H d li ey
© Mot Water Riser Kec yore Channel 7. UNDERGROUND PIPEWORK SHALL BE @100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. y raullc =:
@>— Fire Dropper NRV Non return valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE. \-
PLV Pressure limiting valve 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. . i i
PO Planter outlet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH'NITRILE" RUBBER RINGS. GRATINGS contact: Reinhold Koenning mictust RPEQ No 7025
=~ Vv Valve " ”
ms he Hose Cock Ree Reel Property seeeaetn 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE Fae ees CON ONATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
RPZD Red p Z devi BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
“Sl rSreee & grees ne A re NS SI repens PO SEIS ne on se
—--<b-— en Enlarger ain warer nea : CLIENT :
sD Sanitary Drainage STORMWATER DRAINAGE
/ et Saoce ‘evel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC CLASS SW MIN GRADE 1:00 U.N.O. WILSON CLARK CONSTRUCTIONS
ORG Overflow Relief Gully s/t Safe Tray 2. DOWNPIPES SHALL BE @100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
Wat SWD Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 1, ALL HYDRANT PIPEWORK TO BE IN ACCORDANCE WITH AS2419-2005 CLAUSE 6.8. ARCHITECT :
[]o we Water, itd Trapped. Tundish REQUIRED. 2, ALL HYDRANT PIPEWORK TO BE IDENTIFIED IN ACCORDANCE WITH AS1345. COOL ARCHITECTURE
“Sink i Testygte 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFIGABLE AREAS AND POLY IN NON TRAFFIGABLE AREAS U.N.O. d. ALL HYDRANTS 10 BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FAGE OR WALL BEHIND THEVAMEGUMETisTOBE | 7% R R <
s n ! 5. POLLUTION CONTROL MANAGEMENT PLAN (PCMP): : : PROJECT: 10/100 RENE STREET
TG(t) Trench grate transverse bar ( ) HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL. /
LT Laundry Tub TG(I) Trench grate longitudinal bar 5.1. TO BE RESPONSIBILITY OF BODY CORPORATE. NOOSAVILLE
y TMV. Thermostatic. mhcng valve 52. TO LIST ALL IN FLOW FILTERING DEVICES LIKE LEAF EATERS AT DP'S AND OTHER FILTERS. 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP
(o] wm Washing wv, Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine v/g Undergrounc 5.4. TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 6. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
3 Eye Floor wees Guy u/s Under slab sherwi “AS TO MANUFACTURES SPECIFICATION A FIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
uno. niess noted otherwise “MINIMUM QUARTERLY. BUT MONTHLY IN RAINY SEASON IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING. \
. Ss Water supply ,
a Bn Basin “AFTER EACH MAJOR RAINFALL EVENT 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
5.5. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. AUTHORITY PUMP APPLIANCE HAS ACCESS.
( Bth — Bath Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: — <@100 ORE ConerR MOVE Soo uns IN GROUND. COVER SHEET M)
EL FHR Fire Hose Ree! OAS He water ste e100 FIRELITE ILG / TYPE B COPPER RISERIS
Lal ME Water Meter CS Cleaners Sk 9. DO NOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.

SCALE: 1 : 200 ON At U.N.O.

1 of 6 (4) 2864-1 By

 

 

RPD:—

LOT 10 SP 230643

Page 33

 

NOTE:

FOR ALL DETAILS OF RETENTION AND STORMWATER
TREATMENT REFER TO OPERATIONAL WORKS DRAWINGS.

 

PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS:

 

      

   

  

 

 

  

 

 

 

 

 

 

 

 

 

  
 
     
  
  
   

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

  
 
 
  

 

 

 

    

  
   
   

 

 

 

          

  
  
 

    

  
   

   

     
 
   
 
    
    

        
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1, PROPOSED FOOTPRINT AREA: 60sqm
2. EXTENDED DETENTION DEPTH: 250mm
3. DEPTH OF FILTER LAYER: 400mm
4. DEPTH OF TRANSITION LAYER: 100mm
5. DEPTH OF DRAINAGE LAYER: 200mm — 400mm \
6. CATCHMENT AREA HARDSTAND: 806sqm | enovoe eiie$ ourreR wre
7. LEVEL OF SURROUND GOUND: FFL4.570 Tua GROSS SECTION AFA \
8. LEVEL OF OVERFLOW WEIR: RL4.520
9. SURFACE LEVEL OF FILTER LAYER: FFL4.320 ) ii Dems | |
10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220 (@) 9150... (ap\%150 | /ap\ 0150 (Gp) #150 siveney | | | \\
11, MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 32sqm (PROPOSED: 32sqm) te vives” Vey \s7 | | | ||
12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER over twes curse wri —~ | | |
MINIMUM CROSS SECTION AREA: ' ° ° © 14 ~~
REFER DETAILED DESIGN ON DRAWING 2864-3 oe Bales: PROWDE VALEY vor EAVES GUTTER WH
aan ee iit cress Seti tex
s J SShriR to bes Sire,
(dp 9150 0150 /ap\ Ineo 38 bem
a7 Ey |. (@\0150
wa)
‘a GI [=] le
SS path
continues nN
a oxistin 8] 3° lfall|| E 3° fall :
€ IS UING . .
CXIS TING EXISTING FIELD INLET Oo © 6 o © +) @|
a 900x900 % REFER VDM at 1 7 MT] p e 9 9°
trApspp SL4.565
street 1L2.554
Pe + MAKLE GOOD TO BE THE BIO
CXKIS TING Ure ee RETENTION SYSTEM BYPASS L
So = CHAMBER. REFER DETAIL
EXISTING
STORMWATER PIPE
#375 RCP
USIL2.554
= NEW HI-FLOW BYPASS
RISE 6225 TO ; A
f CHAMBER REFER TO DETAILE| x\
OVERFLOW CHARGOING SECTION AW \ \\
LEVEL OF IL4\320 AULESS\ AAICM mere 1: \ \
MANUFAGTURER \ \\
\ \ a \\
PROVIDE ON SITE STORAGE \ AA \\
FOR PEAK FLOW MITIGATION. 1 x \ \\
PROPOSED, ARE 2 off y \ \ \
| #225 CONCRETE) TRAFFICABLE) | OveRrLOWe \ _ \\
TANKS BELOW SLAB WITH AN CHAMBER - \ \ A va \\
EFFECTWE STORAGE VOLUME Sg \ PROVIDE) 240! WIDE\
OF TOTAL 10,000L 6° S, ENCH’ GRATE AN
REFER TANK ASSEMBLEY abe! }S
DETAIL « 6 \
TOP OF TANKS RL4.545 \ %
BOTTOM OF TANKS RLS.245 4 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
¢ y~ | VJ QO a FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
y 4
4 ‘Amd Description Date
%
4
a |
4%
%
4
17 16 is() cd
° ~ 14 C | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
bol B | NEW ARCHITECTURAL LAYOUT 11-09-14
¥ y 5 A INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
Ke Ke & 4 z Issue Notes Date
\ “ z * share 2 For Development Approval X 21-05-14
i ildi x 21-05-14
\L4.600 IL4.215 zone For Building Approval
$225 1:200 @225 1:200 225 1:200 “a @225 1:200 For Tender
| | | } | For Construction
Lo | a ie ~~ ~~ a TY As Constructed
-© FFL5.050 b ib 6 / db > _FFLS.050 r ny | \
1 o 1 \
@ | - E
| 1 iat
: e \ Hydraulic ="
opening 6 FFL5.050 \y
VES og I I I I
2e/xeS 4 . . Y
aY contact: Reinhold Koenning MiEAust RPEQ No 7023
O VY Cr PO Box 181
4 Moffat Beach, QLD, 4551
4 email: [email protected]
TV Dp oO Z z PH: (07) 5491 4333 FX: (07) 5491 4233
ML — CLIENT :
trade related sales showroom 4 FF15.050 WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(Proect: 10/100 RENE STREET Y
NOOSAVILLE
| DRAWING TITLE:
ROOF & SITE
- U STORMWATER
\ DRAINAGE
\ i } } L
~ \ / 7 power ——
SA _ - - lumbin
staf T, 7 | LL 1 —_ one, § Design ReH. Checked (Ch. Date 21-05-14 Dwg, No. AMD.
sin / | ~ ' nllic
oom IE y flexi desk] of fice Jlrs \ scat: 1: 100 owaruno, 20f 4 2864-H2 C)
a L-
OMS ALA RPD:— LOT 10 SP 230643
( (\ C eu

Page 34

 

rs

S
e

a

-_

existing

st
tr

 

 

 

reet
ee

exis ting
street

tree

 

PROVIDE

BUNDED BIN
C a ( CP oc DOWN AS
— PER DETAIL

CS
CS

+ ~

exis TING

stre
existing t
street
tree

CT

path
Continues

EXISTING FIELD INLET
900x900 % REFER VDM
SL4.565
IL2.554
MAKLE GOOD TO BE THE BIO
RETENTION SYSTEM BYPASS
CHAMBER. REFER DETAIL

   

 

   

 

NG
STORMWATER PIPE
3
USIL2.554

O\o
PROVIDE) 240! WI
TRENCHOGRATE AND
DISCHARBE DIRECTLY
TO \"\

 

 

 

 

 

 

\ TOP—OF BIO
RETENTION BASIN
EXISTING MANHOLE 5 D
_ 8% REFER VDM QO
SL 4.075 O°
w 1LO.750 DS
\! \A/ \ i
> \ C ryiVewa V XISTING HCB ec Ve
p \ LEVELS TO BE CONFIRMED O
foe 1L3.523 1L3.256 oO
» cos. J.0-8. Ss Ss a, Ss Ss
AS
v oO: #100 upvc” s OS
a | +O
ai driveway we
O 17 16 5
°
w bol age GOOD
Cc SURFACE LEVEL OF
= 9100uPVC-———>] MANHOLE TO MATCH
shored NEW DRIVEWAY
ZONE
ORG WITH
HC OVER XY
C }100uPVC 1:60

 

Ns) FAR

 

 

 

 

type |
warehouse

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Po
Opening ORG W/ HC OVER
C/xe
trade related
——$¢100
= _ ‘ yA TD power
< t L£ f » ~ - - plumbing
SO sink —] avelll nig } Lloyv! ol 5 s| Cc f£ re tucker
room {4 Tee Le XI CSK]} O Ice box
Lifcom4 LI Cyt ewe PF
fib eT °
i, c.08.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FOR PLUMBING REQUIREMENTS
COORDINATE WITH SUPPLIER.

 

 

 

 

EXISTING SEWER

 

@150uPVC cl12

 

 

 

 

Ss
sss,

 

 

 

 

 

 

 

 

GROUND
LEVEL

CHARGE PIPE IN ACCORDANCE

W/ AS3500.2:2003

OVER FLOW RELIEF
GULLY (ORG)

75 MIN.

 

150 MIN. TO LOWEST FIXTURE

 

OVER FLOW RELIEF GULLY

 

  

 

 

WASTE PIPE

/

 

    

MINIMUM OVER FLOW _ RELIEF

GULLY (ORG) CLEARANCE

disabled

(P)——#50 TO ATMOSPHERE

UPVC bolted
trap screw

 

 

 

 

Depth as required

 

 

CO/IO TO SURFACE
NTS

1. All pipework 100 unless noted otherwise

2. All concrete surround grade N20

3. Provide the principal with accurate records
of i.o.s. locations upon completion.

 

7)

i

 

 

 

 

 

 

Fall Ines Fall

 

 

300

 

 

 

1000

 

1200
100

200 Tt 00

a]

 

 

 

 

Se

 

  
  
 

Grade W12144/12
Floor drain to strainer

Bucket on
Strainer

 

PROPOSED BUNDED

WASH DOWN DETAIL

Scale 1:50

rm Hinged grate

fp

Strainer To Sewer

Ground level

 

condary

#100

Thrust block

 

 

 

EXTERNAL
FIXTURE DISCHARGE
PIPE DIA.
Bth 40
Bn 40
Shr 50
WC 100
Sk 50
LT 50
Safe tray 50
FW 65 uno
100 under
ground

 

 

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

Amd

BNEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI

Description Date

15-10-14

 

 

 

 

A NEW ARCHITECTURAL LAYOUT 11-09-14
Issue Notes Date
For Development Approval X 21-05-14
For Building Approva x 21-05-14
For Tender
For Construction
As Constructed
E Hydraulic 3:
— . . Y
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551 AHSCA
email: [email protected]
PH: (07) 5491 4333. FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
SANITARY
DRAINAGE M)
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.
\ Scale: 1: 100 ON At UNO. 3 Of 4 2864—-H3 B)

 

 

RPD:—

LOT 10 SP 230643

Page 35

 

 

CS

exis TING
street

 

 

 

 

Fenced
‘open use’
arehnouse

 

 

eC XiS TING

 
 
 
 

7
— t

exis TING
street
tree __
street =
tree _.

TING VALVE ABOVE
UND MOUNTED ON POST FOR
IRRIGATION. FOR DETAILS OF

IRRIGATION REFER TO OTHERS.

———#20 IN GROUND

CXIS TING

    
  
 
 
      
     
       
    
   
  

D

? \

 

 

 

 

 

 

ath
ontinues

EXISTING HYDRANT
TO BE CONFIRMED

\ © HYD

1 —=——MAX 20m
FEED TO

°

 

 

 

 

 

 

coeese aaa bol |
wee sharen Nc WATER
Fe ZONne MAINS
ee 0150uPVC pni6
wet CONTINUE. WITH
20 IN GROUND
N TO HC’s \ . +
a Op AR al
> cot I i
f FHR _
‘ hl / L925 IN GROUND 13 {
: FIRE HOSE REEL REFER TO ETAL’ || tt st—<ti‘“‘“‘z!:SC
; opening _ L “1
/ 2e/xes A |
Jo Foyer
f type 4
} trade related sales Showroom

 

 

 

 

 

 

 

 

 

 

 

 

 
   
  

HWS UNDER
BENCH REFER
TO SPEC. 5
/
J J FOR PLUMBING
4 -~ eiumibing REQUIREMENTS
COORDINATE WITH
staff . - tucker SUPPLIER
room flexi desk] of fice Ire.
~ AT HICH LEVEL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

——25 IN GROUND |

925 RPZD

4 #25 TO FHR
AND HC’s#

GATE VALVE,

tore [PEN

 

I
—

 

| EXISTING SLUICE VALVE WITH
= i 150 CAPPED PROPERTY
a | CONNECTION AS PER VDM

 

APPROVED DRAWINGS

 

 

Linn

 

 

 

 

RISE 20 COLD TO HIGH LEVEL:

20 TO 4 bevel

APPLY TO AUTHORITY FOR NEW.
25 DOMESTIC SERVICE
INCLUDING MASTER METER AND
GATE VALVE, LOCKED OPEN AT
DEVELOPERS COST

 

<;

 

 

 

 

 

 

 

 

 

 

HOT WATER SYSTEM SPECIFICATION:

HWS FOR STAFF SINK:
TYPE: ELECTRICAL, CONTINUOUS FLOW, SINGLE PHASE UNDER BENCH

 

MANUFACTURER: STIEBEL ELTRON
MODEL: DHCE 8/60
Edge of FHR Bolted
Wall To Wall
100 min — Extended Guide Arm
i 25 Control Valve
220 Rubber With Nozzle Locking Device
°
3 Hand Control

@25min Services
Backflow Prevention

If Used For Other Then
fire fighting (DCV)

<<. = oe

 

 

 

 

FIRE HOSE REEL DETAIL

NTS
INSTALLATION IN ACCORDANCE WITH AS1221 AND AS2441

 

NOTE:

The pressure and flow test has
resulted in an available 300kPA @
20I/s flow. This is sufficient for
external feed hydrants as per
AS2419. The author can not take
liability for future changes in regards
to the pressure and flow data
available in the mains.

 

 

 

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd Description Date

 

 

 

B NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
A NEW ARCHITECTURAL LAYOUT 11-09-14
Issue Notes Date
For Development Approval X 21-05-14
For Building Approval x 21-05-14
For Tender
For Construction
As Constructed
E Hydraulic 3:

I

I
~ . . >)

contact: Reinhold Koenning MiEAust RPEQ No 7023

PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

 

CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
WATER SUPPLY
AND
HYDRANT COVERAGE
Design AnH. Checked (Ch. Date 21-05-14 Dwg. No. AMD.
\ Scale: 1: 100 ON At UNO. 4 Of 4 2864—-H4 By

 

 

RPD:— LOT 10 SP 230643

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