20517 App I.pdf [As Published] · 132007.1259

Page 2

ONSULTING

Engineering Submission
Material Change of Use

"Essence of Peregian”
David Low Way, Peregian

Scanlon Property Group

NO7046CEROO2
28 June 2007

 

BROWN CONSULTING (QLD) PTY LTD

Consulting Engineers & Managers
ABN 38 109 428 506

Telephone (07) 5477 6469 Facsimile (07) 5477 6486

Level 1 / 15 Nicklin Way, PO Box 997, Buddina QLD 4575
E-mail [email protected]

Website www.brownconsulting.com.au

 

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TABLE OF CONTENTS

1.0 INTRODUCTION .........ccseescessessessseneeseecseesseneeseesessaneeeeesesaeneneeseeeeneaeesteassnensensersenense
1.1. Site Description pete eaceeenaceeeasesenanaeensnesensesesenesenscesedsaeeeaenneeennaeessaaeesanensesessnenensneeteeesenens
2.0 EROSION AND SEDIMENT CONTROL ..........cscsesssssseeseesessneseneressnessenseesennennentenensaee
3.0 EXISTING SERVICES. ........ccssssescsessetecsereneeeeeeeeseennier sees snveeeessetnaveeneeenneaninnneeneaeeee
3.1. Water Reticulation .........ccecsscsssscsssssseeessreeeseeseeeesesseseeseesesuseesesessesssaeeneesoneesanenecnnaee
3.2. Sewerage Reticulation ........ccsccssscnesseessseessseeeseseeeesseeseseeneesseesesaeessneesseenseennesseeesees
4.0 EARTHWORKS. ......ccccssssseeessesceseesensessesereesessesseceecessesaeensaeseusesaseneesansessesseeesaseesnsaes
5.0 ROADS AND DRAINAGE .........::cccscceeseeeeeteeneeeeenesenenneenes a nennensnensunenseuensessasootennesceeneee
6.0 WASTE MANAGEMENT..........cccccccscsseeeseseseeseeneseesesseeeseesaesessesesseeeneeseeessanseseensenaee

7.0 CONCLUSION .........:ccscssssseenessereesesseseresnesoesnesseusaveneesesesseecseseesaseessessanspensesonsensaaneeee

APPENDICES

Earthworks Code — Proposed Measures

Sediment & Erosion Control Code — Proposed Measures
Existing Services Code — Proposed Measures

Transport, Roads & Drainage Code — Proposed Measures

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Water Supply & Sewerage Reticulation Code — Proposed Measures
Engineering Drawings

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BROWN CONSULTING (QLD) PTY LTD — SUNSHINE COAST

Sommurtine

 

1.0 INTRODUCTION

This Material Change of Use application addresses Lots 215-219 David Low Way, Peregian. The
proposed development consists of the following:

e 66 x Accommodation Units;

e 34x Accommodation Shacks;

e 1x Caretaker’s Unit;

* 978m? of Retail Ground Floor area; and
e 978m? of Office Ground Floor area.

This report addresses civil engineering issues supporting the Development Application for the
Material Change of Use for the subject site.

1.1. Site Description

The subject site is bounded by David Low Way to the east, an existing residential housing and
commercial development to the north, bushland/wet area to the west and Grebe Street to the
south. The site gently slopes downwards to the western portion of the site.

The subject site currently contains a small caravan park. Refer to Drawing No. N07046-01 for the
proposed site layout in Appendix G.

2.0 EROSION AND SEDIMENT CONTROL

During the construction phase of this project, a number of measures will be put into place to
mitigate any possible detrimental erosion and sediment issues to surrounding sites and/or
watercourses.

Disturbed areas will be minimised to include only areas where construction will occur.

Sediment basins will be constructed prior to any earthworks at downstream locations on the site.
These will be sized accordingly during the Operational Works phase of this development project.
Diversion drains will also be constructed as required to direct all runoff to these sediment basins.

Sediment fences will be erected at the low lying boundaries of the site to prevent sediment runoff
to surrounding areas. Further to this, the boundary between the construction zone and the
bushland/wet areas will be delineated by a barrier mesh and sediment fence arrangement to
prevent any disturbance to the bushland/wet areas.

Proposed Measures for Council's Erosion and Sediment Control Code can be found in Appendix
B. :

Please refer Drawing Number N07046-02 for the Erosion and Sediment Control Plan.

 

"ESSENCE OF PEREGIAN, DAVID LOW WAY, PEREGIAN Pace 1

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BROWN CONSULTING (QLD) PTY LTD —- SUNSHINE COAST

COMMONS.

 

3.0 EXISTING SERVICES

All proposed relocation and adjustments to existing services will be undertaken in accordance with
Sections 3, 4 and 5 of PSP 6 — Engineering Design Standards — Water and Sewerage and Section
4 of PSP 5 -— Engineering Design Standards — Roads, Drainage and Earthworks.

As-constructed data for both water and sewer will be submitted in accordance with Sections 3 and
7 of PSP 6 — Engineering Design Standards — Water and Sewerage.

Easements will be registered in favour of Council for all sewer, water and stormwater infrastructure
in accordance with Council’s requirements.

Proposed Measures for Council's Existing Services Code can be found in Appendix C.

3.1. Water Reticulation

It is proposed that water supply to the site will be obtained via connection to an existing 150mm
diameter water main on the Eastern Side of David Low Way as detailed in the Water Supply
Analysis prepared by John Wilson and Partners (refer Appendix H).

The connection to the existing water main will be made by Council at the developer’s expense and
the external extension of the watermain will be tunnel bored under David Low Way to avoid any
disturbance to the existing road network.

It is proposed that all internal water reticulation will be designed as per AS 3500 - 1998 National
Plumbing and Drainage as this is a group title development.

Proposed Measures for Council's Water Supply and Sewerage Reticulation Code can be found in
Appendix F.

Please refer Drawing Number N0O7046-04 for the Water Reticulation Layout Plan.

3.2. Sewerage Reticulation

The site is currently serviced by sewer lines 1A and 1B. The commercial development towards the
Northeast corner of the site is also currently serviced by this sewer line. /

It is proposed to realign this sewer along the Northern boundary of the site and make adjustments
to the internal sewer reticulation within the commercial site (refer Drawing Number NO7046-04 for
the Sewer Reticulation Layout Plan). Lines 1A and 1B would remain online until such a time as the
proposed sewer is constructed and accepted on maintenance by Council and the live connection
for the commercial property can be made. This would be subject to discussion with the adjoining
property owner but we do not foresee that this will be an issue.

 

"ESSENCE OF PEREGIAN, DAVID LOW WAY, PEREGIAN PaGE 2

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own BROWN CONSULTING (QLD) PTY LTp — SUNSHINE COAST

 

The proposed connection point for the development is Manhole ex5/1A. The internal sewerage
reticulation will be designed as per AS 3500 - 1998 National Plumbing and Drainage as this is a
group title development.

Proposed Measures for Council's Water Supply and Sewerage Reticulation Code can be found in
Appendix F.

Please refer Drawing Number NO7046-04 for the Water Reticulation Layout Plan.

4.0 EARTHWORKS

It is proposed that minor earthworks be undertaken to the development site in order to create a
pad for the Accommodation and Commercial Buildings. All areas where natural surface levels are
altered will have a slope between 0.5% and 1.5%.

All earthworks will be designed during the Operational Works phase to drain towards internal
Stormwater Drainage. No major changes to natural surface levels are proposed therefore the
development site will not have a major impact on the flooding characteristics of the surrounding
areas.

During the construction phase, all filling works will be undertaken in accordance with Section 28 of
Council's PSP 5 — Engineering Design Standards — Roads and Drainage and Earthworks and
Sections 3 to 6 of AS3798 — Guidelines for Earthworks on Commercial and Residential
Development.

Proposed Measures for Council's Water Supply and Sewerage Reticulation Code can be found in
Appendix A.

Please refer Drawing Number NO7046-04 for the Water Reticulation Layout Plan.

5.0 ROADS AND DRAINAGE

Proposed access to the site is via Grebe Street, as shown on Drawing NO7046-03. The proposed
drainage layout is as per the Concept Stormwater Management Plan by Brown Consulting.

Design of roads and pedestrian/cycle paths will be in accordance with Sections 2 and 3 of PSP 5-
Engineering Design Standards — Roads, Drainage and Earthworks. Roads and stormwater
drainage design and construction will be undertaken in accordance with Sections 2, 3 and. 4 of
PSP 5 — Engineering Design Standards — Roads, Drainage and Earthworks, Queensland Design
Code for Residential Streets and Austroads during the Operational Works phase of the
development.

As-constructed data will be submitted in accordance with Section 6 of PSP 5 — Engineering
Design Standards — Roads, Drainage and Earthworks.

All roads and stormwater drainage is located clear of the bushland/wet areas. All native vegetation
is to be clearly marked and fenced off prior to construction.

 

"ESSENCE OF PEREGIAN, DAVID Low Way, PEREGIAN PaGE 3

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Finn BROWN CONSULTING (QLD) PTY LTD ~ SUNSHINE COAST

POMMUETENS.

 

The frontage of the site is/will be provided with all frontage works as required by Council. Frontage
works will be designed and constructed during the Operational Works phase of the project.

It is proposed that the development works be undertaken in one stage.

All alterations/repairs to existing services/infrastructure associate with the development site will be
at the developer’s expense.

Proposed Measures for Council’s Transport, Roads and Drainage Code can be found in Appendix
D.

6.0 WASTE MANAGEMENT

During construction all waste generated will be disposed of in accordance with PSP 11 and
adequate area will be provided for storage and collection of all classes of waste material, as
required. :

Proposed Measures for Council’s Waste Management Code can be found in Appendix E.

7.0 CONCLUSION
The proposed development is in accordance with all Council codes addressed in this report.

There are no engineering constraints associated with this development.

 

“ESSENCE OF PEREGIAN, DAVID Low WAY, PEREGIAN Pace 4

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a

CONSULTING

APPENDIX A

EARTHWORKS CODE
Proposed Measures

Page 9

DIVISION 14: EARTHWORKS

Table 14-49 Earthworks

 

 

 

$1.1 The finished surface gradient

| of any filled or excavated’ area is

within the range 0.5% to 1.5% and
drains to Council’s stormwater

_| infrastructure where available or

where stormwater infrastructure is
not available, toward the street.

Surface levels of all earthworks
areas will have a _ gradient
between 0.5% and 1.5% and will
drain towards :internal stormwater
infrastructure.

 

No solution provided.

No major changes to levels are
proposed. Runoff storage will be

_ provided as per the Stormwater

Management Plan as prepared by
Brown Consulting and thus will
not have an adverse flooding
impact off-site:

 

-| For Assessable Development:

$3.1 Filling works are undertaken

-| in accordance with Section 28 —

Filling of Site of Council's PSP5 —
Engineering Design Standards —
Roads and Drainage and
Earthworks.

AND

$3.2. Where the filling is for
residential commercial or
industrial purposes the works
comply with Sections 3 to 6 of
AS3798 -— Guidelines for
earthworks on commercial and
residential development.

All filling works will be undertaken
in accordance with Section 28 of
Councils PSP5 — Engineering
Design Standards — Roads and
Drainage and Earthworks and
Sections 3 to 6 of AS3748 —
Guidelines for Earthworks on
commercial and residential
development.

 

 

 

‘| (c) Protective

‘| d) If

 

$4.1. The following control

measures are implemented:

(a) Regular water spraying of
exposed areas to suppress
dust; :

. (b) Provision of dust stabilised or

sealed internal roads;
covering of
exposed areas that are left
for more than 2 weeks; and
there is no valid
development permit for the
site, disturbed areas are
revegetated using species

 

A Sediment and Erosion Control
Plan will be implemented during
earthworks ‘so as to not disturb
the amenity of neighbouring land
as per drawing NQ7046-02 by
Brown Consulting.

 

Page 10

\

 

 

 

abi
identified PSP3—
Landscaping Plants and
Guidelines.

AND

$4.2 Earthworks are undertaken
only during the hours of 7am to
6pm, Monday to Friday and 7am

| to 6pm on Saturday. No work is

undertaken on Sunday or public

-| holidays.

 

| $5.1 Cleared vegetation is.

_| transported off-site for disposal in

| an approved green waste disposal
facility;

OR

$5.2 Cleared vegetation is
mulched onsite and reused for
landscaping of the finished
development;

OR

$5.3 Cleared vegetation is

disposed of for the purpose of
_| firewood. :

All cleared vegetation will be
transported off-site for disposal in
an approved green waste disposal
facility or alternatively mulched on
site and used for landscaping of
the finished development.

 

$6.1 The fill material is sold clean
earth, free of putrescible or refuse
material, vegetation, acid sulfate

‘| soils, building or construction
| material or other material of

contaminants.
OR

$6.2 The site is not on the
contaminated land register.

All earthworks will be supervised
to a Level 1 standard to avoid
contamination of land.

The site is not on the
contaminated land register.

 

No solution provided.

No haulage of material to or from
the site is proposed.

 

 

 

 

| $8.1 All earthworks, including cut
and fill batters, retaining walls etc

are contained within the subject
site.

 

All earthworks are contained
within the subject site.

 

 

Page 11

 

 

 

, No solution provided.

 

Earthworks design will be
undertaken to minimise impact on
groundwater, watercourse,
drainage lines, wetlands and
native vegetation during the
operational works phase.

 

| | No solution provided.

 

 

 

 

No dams are proposed within the
site.

 

 

Page 12

APPENDIX B

EROSION & SEDIMENT CONTROL CODE
Proposed Measures

Page 13

J

DIVISION 15: EROSION AND SEDIMENT CONTROL

Table 14-50 Erosion and Sediment Control

 

 

 

 

$1.1 Site disturbance is limited: to
building areas, their surround and
other use areas;

AND

$1.2 Sediment barriers are
provided throughout and
downslope of disturbed areas to

‘| prevent sediment washing into
.| gutters, drains and watercourse

either on or off the site.
AND

$1.3 All stockpiles including sand,

| soil or building materials are
within the premises and
contained within individual
sediment barriers;
AND
$1.4 Sediment basins are
provided where the site contains
fine or dispersive soils;
OR
$1.5 A stormwater catchpit
incorporating a stormwater
‘| catchpit protection device is

| installed so that all runoff from

disturbed areas flows to the
catchpit;
AND

$1.6 For buildings:

(a) Temporary or permanent
downpipes are connected to
the stormwater system before
laying the roof; OR

(b) Locatised erosion is avoided
by directing flow from
downpipes over non-erosive
areas.

Sediment runoff from all disturbed
areas is directed, via temporary
diversion drains, to sediment
basins at low end of site to
minimise sediment runoff from the
site, as per the Erosion and
Sediment Control Plan, Drawing
No. NO07046-02 by Brown
Consulting.

Sediment fences are proposed to
low lying boundaries of the site to
prevent sediment working into
gutters, drains and watercourses.

All stockpiles will be contaminated
within individual sediment
barriers.

 

 

diverted’

$2.1 Diversion drains or bunds
are designed and constructed to

| drain upstream runoff around the
| disturbed site;

“= | AND

 

 

 

Stormwater runoff will be diverted
to sediment basins as per drawing
No. NO07046-02 by Brown
Consulting.

 

 

Page 14

 

 

   

 

   

 

 

 

$2.2 Discharge from the
diversion drains do not cause
runoff impacts to other properties;
OR

| $2.3 Alternative methods, as
described in the Institution of
'| Engineer's Australia (Queensland
Division) Soil Erosion and
Sediment Control — Guidelines for
Queensland Construction Sites,
are used.

 

 

 

Page 15

“BROWN

CONSULTING

APPENDIX C

EXISTING SERVICES CODE
Proposed Measures

Page 16

DIVISION 16: EXISTING SERVICES CODE

Table 14-51 Existing Services

 

 

$1.1 The footing of any structure
or building is located clear of the

| zone of influence but no closer
| than 15.m (measured horizontally)

from infrastructure —_ including
| sewers, water mains and
1 | stormwater structures;
| AND
$1.2. No building of. structure
| overhangs the zone of influence;
AND
| $1.3 Finished surface levels
| maintain a minimum of 600mm of
cover, but not greater than 3m of
‘| cover to the underground
infrastructure;

AND

$1.4 If the existing surface level
is altered, surface level services
including manholes and
inspection points are altered to
match the new surface level;

.| AND

$1.5 Alterations are constructed
in accordance with Sections 3, 4
and 5 of PSP6 - Engineering
Design Standards -Water and
Sewerage and Section 4 of
PSPs5 Engineering Design
Standards — Roads, Drainage and
Earthworks;

OR

$1.6 Existing services are
relocated and the design and
construction of the relocated
services is in accordance with
Sections 3, 4 and 5 of PSP 6 —
Engineering Design Standards —
Water and Sewerage and Section
4 of PSP 5 — Engineering Design
Standards — Roads, Drainage and
Earthworks.

Existing services are to be
protected or relocated in
accordance with Sections 3, 4 and
5 of PSP 6 — Engineering Design
Standards — Water and Sewerage
and Section 4 of PSP 5
Engineering Design Standards —
Roads, Drainage and Earthworks.

 

 

 

 

| all

$2.1. A registered easement in
favour of Council is created over
underground _ infrastructure
located in private property;

-| AND

| $2.2 The width of the easement

is in the greater of 3m or the width
of the zone of influence;

| AND

 

Easements will be registered in-
favour of NSC for all sewer, water
and stormwater infrastructure in
accordance with NSC
requirements.

 

 

Page 17

 

 
   

 

  
 

$2.3 The easement is centred
over the centreline of the
infrastructure.

 

 

 

 

 

Page 18

APPENDIX D

TRANSPORT, ROADS AND DRAINAGE
CODE
Proposed Measures

Page 19

DIVISION 18: TRANSPORT, ROADS AND DRAINAGE CODE

Table 14-56 Roads and Drainage

 

 

 

 

 

 

 

 

|| $5.1 Road planning and design

supports the hierarchy and
functional aspects identified in
Sections 2 and 3 of PSP5
Engineering Design Standards —
Roads, Drainage and Earthworks;

AND

$5.2 Road and pathway planning
and design is in accordance with,
in order of precedence:

(a)

| (b)

(c)

Noosa Integrated —_Local
Transport Plan;

Queensland Transport's
Shaping Up;

Queensland Design Code for
Residential Streets;

AUSTROADS Guide to
Traffic Engineering Practice;

Sections 2 and 3 of PSPS 5
Engineering Design
Standards - Roads,
Drainage, Earthworks; or

The Noosa Cycling and
Walking Network
Development Plan; or

A combination of the
principles in these
documents.

AND

 

Operational Works design of
roads and pedestrian/cycle paths
will be in accordance with
Sections 2 and 3 of PSP 5
Engineering Design Standards —
Roads, Drainage and Earthworks.

To be further addressed by traffic
engineer.

 

Page 20

 

 

$5.3 On road cycling treatment is
utilised to provide safe and
continuous movement of cyclist
along a roadway, such as:

| (a)
(b)
(c)

sealed shoulders;
wide kerbside lane;

exclusive or peak period
bicycle lane;

()

advisory treatments such as
Bicycle Awareness Zone;

shared parking/bicycle lane;
(f) contra flow bicycle lane; and
bus/bicycle lane.

 

 

 
  

$5.4 The provision of bicycle
| lanes at intersections is generally
in accordance with AUSTROADS
Part 14, Section 5 and the Manual

 

 

 

 

 

   
 

PSP 5 Engineering Design

Earthworks;
AND

planning, design and construction :
is in accordance with Section 4 of :

of Urban Traffic Devices
(MUTCD) Part 9. ,
$6.1 Stormwater drainage Stormwater drainage planning is

in accordance with Section 4 of
PSP 5 Engineering Design

. Standards — Roads, Drainage and
"| Standards — Roads, Drainage and |
: Urban Drainage Design Manual,
- as per the Stormwater

: Management plan prepared by

: Brown Consulting.

Earthworks and the Queensland

 

Page 21

 

 

$6.2. As constructed data is
submitted in accordance with
Section 6 of PSP 5 Engineering

Design Standards - Roads,
Drainage and Earthworks;

AND

$6.3 Stormwater drainage
planning, design and construction
is in accordance with the
Queensland Urban Drainage

Design Manual.

Stormwater design and
construction will be undertaken in
accordance with Section 4 of PSP
5 Engineering Design Standards —
Roads, Drainage and Earthworks
and the Queensiand Urban
Drainage Design Manual, during
the Operational Works Phase.

As Constructed data will be
submitted in accordance with
Section 6 of PSP 5 Engineering
Design Standards — Roads,
Drainage and Earthworks upon
completion of construction.

 

 

 

$7.1 Road and stormwater
drainage infrastructure is
constructed in accordance with:

(a) Sections 2,3 and 4 of PSP5
Engineering Design
Standards — Roads, Drainage
and Earthworks;

(b}

Queensland Design Code for
Residential Streets;

(c) AUSTROADS; or

(d) A combination of the
principles of these
documents.

AND

$7.2 Erosion and _ sediment

control measures are designed
and implemented in accordance
with the Institution of Engineers
Australia (Qld Division) Soil
Erosion and Sediment Control —
Guidelines for Queensland
Construction Sites.

 

 

Roads and stormwater drainage
will be constructed in accordance
with Sections 2, 3 and 4 of PSP 5
Engineering Design Standards —
Roads, Drainage and Earthworks,
Queensland Design Code for
Residential Streets and
Austroads. -

 

 

Page 22

‘ ;

 

 

| AND

$8.1 Roads and stormwater
drainage follow the edge of
existing disturbed areas; or

fo | alternatively, these works are co-

located within a combined utility
corridor;

| $8.2 Roads avoid native
-| vegetation and provide for fauna
-| underpasses and associated

fencing where appropriate;

| AND

$8.3 Road infrastructure within or
adjacent to native habitat
incorporates fences which allow
for protected wildlife movement
and controls unrestricted access
of domestic cats and dogs;

AND

$8.4 Native vegetation is
protected from clearing or
construction activities by:

(a) clearly marking
vegetation to be
retained with flagging
tape;

(b) installing protective
fencing around the
dripline of vegetation;
and

(c) ensuring stock piling,
storage and vehicle
parking occur outside

the areas of
vegetation to be
retained;

AND

$8.5 Low impact construction

-| techniques are used around areas

of vegetation to be retained to

minimise interference with the |

vegetation.

Roads and stormwater drainage
infrastructure is located and
aligned to avoid disturbance to
native vegetation, native fauna,
minimise changes to hydrological
regime, avoid crossing
watercourses, drainage lines and
wetlands and minimise bulk
earthworks as per Drawing No. A-
05 by JMA Architects, the
Stormwater Management Plan
prepared by Brown Consulting
and Drawing No. NO7046-03 by
Brown Consulting.

All native vegetation to be clearly
marked and fenced off prior to
construction.

 

 

 

 

| No solution provided.

 

On and- off maintenance
inspections of all assets to be
dedicated to Council will be
undertaken - as per Council
requirements prior to handover of
assets.

 

 

Page 23

 

 

-| located on

$10.1 The location, design and
construction of stormwater
drainage __ structures is in
f | accordance with Sections 4 and 5
=| of PSP5, Engineering Design

-~| Standards ~ Roads, Drainage and

Earthworks;

| AND

$10.2 Where infrastructure is
private land an
easement is dedicated over the
infrastructure in accordance with
| Section 4 of PSP5 Engineering
Design Standards - Roads,

Stormwater drainage planning,
design and construction is/will be
in accordance with Section 4 of
PSP 5 Engineering Design
Standards — Roads, Drainage and
Earthworks, as per the
Stormwater Management plan
prepared by Brown Consulting
and as per future Operational
Works design.

Where infrastructure is located in
private property easements will be
dedicated to Council as per
Section 4 of PSP 5 Engineering
Design Standards — Roads,
Drainage and Earthworks.

 

Drainage and Earthworks.

 

 

—| AND

 

 

 

$11.1 The following infrastructure
components already existing at
the frontage of the site or are
provided at the developer's
expense:

| (a) full width sealed road;

(b) concrete kerb and channel

where appropriate;

(c) forming and grading to
footpaths;

(d) vehicular kerb and footpath
crossings;

(e) aconstructed bikeway;

(f) aconstructed footpath;

(g) aconstructed carriageway;

(h) required alterations to public
utility mains, services or
installations;

(i) . construction of any required
alterations to public utility

| &)

mains, services or
installations;

| G) stormwater drainage works;
and
installation of electrical
conduits.

‘| $11.2 Road and drainage design
and construction is in accordance
with Sections 3 and 4 of PSP 5
Engineering Design Standards —
Roads, Drainage and Earthworks.

 

The frontage of the site is/will be
provided with all required frontage
works. Road and stormwater
design and construction will be
undertaken in accordance with
Sections 3 and 4 of PSP 5
Engineering Design Standards —
Roads, Drainage and Earthworks .
and the Queensland Urban
Drainage Design Manual, during
the Operational Works Phase.

 

 

Page 24

 

 

No solution provided.

The development works are
proposed to be undertaken in one
stage.

 

 

 

 

 

 

$14.1 Any alteration or repair to
infrastructure as a result of the
development are completed at the
developer's expense.

 

All alterations/repair to existing
infrastructure associated with the
development of this site will be at
the developer's expense.

 

 

Page 25

=
a

APPENDIX F

WATER SUPPLY AND
SEWERAGE RETICULATION
CODE
Proposed Measures

Page 26

DIVISION 21: WATER SUPPLY AND SEWERAGE RETICULATION CODE

Table 14-59 Water Supply

 

 

 

‘| $1.1 Water supply infrastructure
=| is designed in accordance with

Section 3 of PSP 6 — Engineering
Design Standards — Water and
Sewerage and As Constructed
data submitted in accordance with
Section 7 of PSP 6 — Engineering
Design Standards — Water and
Sewerage.

Water supply infrastructure will be
designed in accordance with
Section 3 of PSP 6 — Engineering
Design Standards — Water and
Sewerage during the Operational
Works phase.

As-constructed data for water
supply infrastructure will be
designed in accordance with
Section 3 of PSP 6 — Engineering
Design Standards — Water and
Sewerage at the completion of
construction.

 

$2.1 Water supply infrastructure
is constructed in accordance with
Section 6 of PSP 6 — Engineering
Design Standards — Water and
Sewerage;

AND

$2.2 Erosion and.Sediment
control measures are designed
and implemented in accordance
with the Institution of Engineers
Australia (Qld Division) Soil
Erosion and Sediment Control —
Guidelines for Queensland
Construction Sites.

Water supply infrastructure will be
constructed in accordance with
Section 6 of PSP 6 - Engineering
Design Standards — Water and
Sewerage during the Operational
Works phase.

Erosion and sediment control
measures will be implemented as
per Drawing No. NO7046-02 by
Brown Consulting.

 

No solution provided.

On and off maintenance
inspections and testing of all
assets to be dedicated to Council
will be undertaken as per Council
requirements prior to handover of
assets.

 

No solution provided.

All required technical
documentation associated with
water supply infrastructure will be
provided in the Operational Works
submission.

 

 

 

 

$5.1 The footing of any building

_| or structure is located clear of the

zone of influence but no closer

-| than 1.5m (measured horizontally)

from infrastructure including
sewers, water mains and

| stormwater structures.

AND

$5.2 A registered easement in
favour of Council is created over
all underground infrastructure
located in private property; AND

 

During Operational Works design
the water supply infrastructure
shall be positioned to ensure all
buildings are located outside the
zone of influence. An easement
will be registered in Council’s
favour for any water supply
infrastructure located within
private property as per Council's
requirements.

 

 

Page 27

 

 

'| $5.3 The width of the easement
is the greater of 3m or the width of
the zone of influence;

AND
$5.4 The easement is centred

: over the centreline of the
infrastructure.

 

$6.1 Infrastructure is designed
and constructed on the preferred
alignments in accordance with
Section 3 of PSP 6 Engineering
Design Standards — Water and
Sewerage.

Water supply infrastructure will be
designed and constructed on
Council’s preferred alignment in
accordance with Section 3 of PSP
6 — Engineering Design Standards
— Water and Sewerage during the
Operational Works phase.

 

$7.1 Any alterations or repairs to
infrastructure as a result of the
development are completed at the
developer's expense.

All alterations/repair to existing
infrastructure associated with the
development of this site will be at
the developer's expense.

 

 

 

 

$1.1 Sewerage Reticulation
infrastructure is designed in
accordance with Sections 4 and 5
of PSP 6 — Engineering Design
Standards — Water and
Sewerage.

Sewerage reticulation
infrastructure will be designed in
accordance with Sections 4 and 5
of PSP 6 — Engineering Design
Standards — Water and Sewerage
during the Operational Works
phase.

 

 

 

$9.1 Sewerage Reticulation
infrastructure is constructed in
accordance with Section 6 of PSP
6 — Engineering Design Standards
— Water and Sewerage and As
Constructed data submitted in

-| accordance with Section 7 of PSP
6 — Engineering Design Standards
— Water and Sewerage;

AND

 

 

Sewerage infrastructure will be
constructed in accordance with
Section 6 of PSP 6 — Engineering
Design Standards — Water and
Sewerage during the Operational
Works phase.

As-constructed data for sewerage
supply infrastructure will be
designed in accordance with
Section 7 of PSP 6 — Engineering
Design Standards — Water and
Sewerage at the completion of
construction.

 

 

Page 28

 

_| $9.2 Erosion and Sediment
control measures are designed
and implemented in accordance
with the Institution of Engineers
Australia (Qld Division) Soil
Erosion and Sediment Control —
Guidelines for Queensland
Construction Sites.

Erosion and sediment control
measures will be implemented as
per Drawing No. NO7046-02 by
Brown Consulting.

 

No solution provided.

On and off maintenance
inspections and testing of all
assets to be dedicated to Council
will be undertaken as per Council
requirements prior to handover of
assets.

 

No solution provided.

All required technical .
documentation associated with
sewerage reticulation
infrastructure will be provided in
the Operational Works
submission.

 

$12.1 The footing of any building
or structure is located clear of the
zone of influence but no closer
than 1.5m (measured horizontally)
from infrastructure including
sewers, water mains and
stormwater structures.

AND

$12.2 A registered easement in
favour of Council is created over
all underground infrastructure
located in private property;

AND

$12.3 The width of the easement
is the greater of 3m or the width of
the zone of influence;

AND

$12.4 The easement is centred
over the centreline of the
infrastructure.

During Operational Works design
the sewerage reticulation
infrastructure shall be positioned
to ensure all buildings are located
outside the zone of influence. An
easement will be registered in
Council's favour for any water
supply infrastructure located
within private property as per
Council's requirements.

 

$13.1 Infrastructure is
constructed on the preferred
alignments in accordance with
Section 4 of PSP 6 — Engineering
Design Standards — Water and
Sewerage.

Sewerage reticulation
infrastructure will be designed and
constructed on Council's preferred
alignment in accordance with
Section 4 of PSP 6 -— Engineering
Design Standards — Water and
Sewerage during the Operational
Works phase.

 

 

 

 

$14.1 Any alterations or repair to
infrastructure as a result of the
development are completed at the
developer's expense.

 

All alterations/repair to existing
infrastructure associated with the
development of this site will be at
the developer's expense.

 

 

Page 29

=

“BROWN

CONSULTING

APPENDIX G

ENGINEERING DRAWINGS

Page 30

 

ESSENCE OF PEREGIAN BEACH

SCANLON PROPERTY GROUP

 

 

 

 

    
  

DRAWING INDEX N
NO7046-01 DRAWING INDEX, LAYOUT AND LOCALITY PLAN wz
NO7046-02 SEDIMENT AND EROSION CONTROL PLAN xc
NO7046-03 BULK EARTHWORKS PLAN aT
N07046-04 SEWER RETICULATION & WATER COONECTION LAYOUT PLAN mo
= 2s ee A ”
ee ee es
‘ Som STS SSS Se eee eee ee eee
4 Tree Line
‘ ‘
‘ \
DEVELOPMENT SUMMARY \ \ / Cy
\ \
978m? OF COMMERCIAL GROUND FLOOR AREA 1 \ \
(RETAIL) 4 \ ‘ oO
\
978m? OF COMMERCIAL FIRST FLOOR AREA ‘ ‘
(OFFICE) \
A Poperbarts
66 ACCOMODATION UNITS [APARTMENTS} ‘
A
34 ACCOMODATION SHACKS (CABINS) 147

1 CARETAKERS UNIT
EASTERN BEACHES LOCALITY

  

SEMI-ATTACHED HOUSING €
é

af

eo

zs

>

o

: 2

 

LOCALITY PLAN

 

RP DESCRIPTION “?

LOT 76 on DP175024
DAVID LOW WAY, PEREGIAN

 

 

 

 

 

 

  
  
   

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— ‘DATE: 28-66-2007 TRE: 1228
Tat [care [mame] ene crane [oemon comox ‘scan Cua) WACROFLD Na | ABOOCIATED COMMA TANTS ‘DRAWOIO THLE
eT SURVEYOR, PMM GROUP SCANLON PROPERTY GROUP DRAWING INDEX, LAYOUT &
rk 7H3 Aun Street, Forbuce ¥
6 wn so n mm Ph (07) 3237 8699 Fax (0?) 3237 0833 LOCALITY PLAN
a eee Se = | oss | ESSENCE OF a —_
i RENT TWAS ea TOK Fb UL OF ARN CSELTAG LD PTY LTD PEREGIAN BEACH NO7046-01

 

 

 

 

 

 

Page 31

 

Sediment control fabric to be
‘Propex’ or similar approved

 

wT:
WETLANDS TO BE EXCAVATED DURING BULK

EARTHWORKS TO ACT AS SEDIMENT BASINS
THROUGHOUT CONSTRUCTION

 

 

 

Posts at 2.0m ctrs
. to be steel picket
or 50 x 50 hardwood

      

Top edge to be suitably aa
supported between posts.

   

sm

 

 

 

Fi

450 /| 700 Approx

   

   

200 x 200
trench

SILT FENCE DETAIL
NTS

 
  
   
 

Posts af 2.0m ctrs
to be steel pickets

   

Sediment control Fabric to be
‘Propex’ or similar approved
Top edge to be suitably

supported between posts.

 
 
 
 

4500 APPROX

 
 
      

 

 

 

 

 

  

Faperbarks
>\eS Hy

 

      
     

     

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

200 x 200 Fy) .
Trench . a 3 \ <|
\ x
SILT/BARRIER MESH FENCE DETAIL ‘ BR ow ri
NTS ak ( iT ‘
a8
8 GED
& x
‘ a tre
DEVELOPMENT suMMaRy Ss & (Se
~ | f
978m? OF COMMERCIAL GROUND FLOOR AREA 4 TEHPORARY FEDIENT SS lac
(RETAIL) 1 A }
‘ \ 4 H
- 978m? OF COMMERCIAL FIRST FLOOR AREA f
(OFFICE) \
66 ACCOMODATION UNITS (APARTMENTS) ‘ e i /
A x8 i
34 ACCOMODATION SHACKS (CABINS) ‘ 8 3 is eos
1 CARETAKERS UNIT Wo eee /
A 4 OF¢ a ,
EASTERN BEACHES LOCALITY y\ 4 bss nd p INS
1 an * peiGrtssed Arec
SEMI-ATTACHED HOUSING 1 g KS . ay
‘ Trl Ey
a candle
LEGEND a ee ee oe i
‘TEHPORARY SEDIMENT BASID m
_y yo SILT FENCE/BARRIER MESH FENCE OR sit Fence
{AS DIRECTED BY SITE ENGINEER) /
____ SILT FENCE OR (AS DIRECTED 147 /
BY SITE ENGINEER]
+> —+> —-» — DIVERSION DRAIN
——l2.._______ NATURAL SURFACE CONTOURS
PROPOSED DRIVEWAY
TEMPORARY SEDIMENT BASIN
ote DATE: 20-06-2007 THE: 12:28
(Nosek8-t
eae smcemee peTans enn crm ’ meee | SuRvevoR. PHM GROUP - ee SE
ae 1h Se, Ve pmm SCANLON PROPERTY GROUP SEDIMENT AND EROSION
ie wn st 0 am Ph {07} 3237/8699 Fox (07) 3237 6833 CONTROL PLAN
omen a PRCT Me weno
E veo *| loose ESSENCE OF oar a
a RENT THOMAS FOE TA? Fl tl BOLE OF Ni CONRAN LD) PTY LTD PEREGIAN BEACH NO7046-02

 

 

 

 

 

 

Page 32

co

 

BASEMENT
Carus REFER ARCHITECTS DRAWHHISS FOR BUILDINGS

N

  
  

   
   

   
  
 
  

eee ef BLO208
40 =~
SECTION (AN i
© \\snnee [ !

 

 
 

BASES
REFER ARCHTEDTS DRAWINGS FOR BULDIRGE

 

ee

SECTION

CABS eAsEhENT
* HEFER ARUDTECIS DRAWINGS FO Suk BENGE | COMMER AL MAT as

 

 

  
 

Foperbarks

RL. 4.98
SECTION £ E 5

1500 1) 5D 1 2 AL
no 5

   

TOSS Gnd Ferry

Het streq

Read G

    
   

 

NOTE

NATURAL SURFACE IS TO REMAIN AS
THERE (S NO FLOOD RISK. MINOR
‘GROUND SHAPING AND BASEMENT
EXCAVATION ONLY

 

 

 

  
 

rar
of Trees

DEVELOPMENT SUMMARY.

978m? OF COMMERCIAL. GROUND FLOOR AREA
(RETAIL)

l2ay
O88 Ind Fern

 
 

Area cy,
Wet Are,

Reed Gr

 
   

978m? OF COMMERCIAL FIRST FLOOR AREA
(OFFICE)

66 ACCOMODATION UNITS (APARTMENTS)

 

 

 

34 ACCOMODATION SHACKS {CABINS}

 

1 CARETAKERS UNIT
EASTERN BEACHES LOCALITY

SEMI-ATTACHED HOUSING

LEGEND

 

oe oe es em PROPOSED STAGE BOUNDARY

pi
at NATURAL SURFACE LEVEL

~~ —___ SURFACE CONTOUR

 

BULK EARTHWORKS
PLAN

=
SCANLON PROPERTY GROUP

  
  
 

L. onan DATE: 28-06-2007 THE: (2:28

e's RUSK

(cats tase] _ pare Some There? ors i
pmo CCH SURVEYOR: PMM GROUP

CE
743 Ann Street, Fortitude V
Ph (07) 3237 8899 Fox (07) 3237 8833

 

 

 

 

 

   

 

Ss a 0 2 Al paowet tte. raeD
No7046 ESSENCE OF
PEREGIAN BEACH

BRETT THOMAS REA 7862 FOR 6 C8 DOME OF AUR CONSULTING (OLD) PTY 70.

en NO7046-03

 

 

 

 

 

 

 

 

 

 

 

 

 

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i
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if
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Page 33

 

 

 

 

 

 

 

 

 

  

 

 

    
  
    

 

    
    

 

 

 

      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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1: 1000 105 0 0 2030 40S AT NOTE: : DESIGN CONTOURS
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DESIGNED AND CONSTRUCTED IN ACCORDANCE PROPOSED WATER RETICULATION
f:10 1 0 4 2003 SAL WITH THE PLUMBING CODE AS 3500. 7
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FALE: [email protected] GATE: 28-06-2007 TIME: 12:28
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No7046 NCE OF en
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