KEY - Planning

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39

40 Armstrong Creek East Precinct Structure Plan MAY 2010 (Amended November 2011)

4.7 UTILITIES AND ENERGY

4.7.1 Objectives: Utilities and Energy

The objectives for the provision of utilities as an essential part of the development of ACEP are:

a) to ensure all land is serviced appropriately including the supply to all developed lots to the satisfaction of the relevant authority of:

• a potable water supply;

• reticulated sewerage;

• gas;

• underground electricity (except for infrastructure to support cables with a voltage greater than 66kv, sub-stations and the Alcoa power lines);

• telecommunications (including fi bre to the lot);

• a recycled water supply;

b) to encourage relevant authorities to work toward the undergrounding of existing electricity services;

c) to facilitate innovative, sustainable and energy effi cient approaches to the provision of such servicing.

4.7.2 Implementation: Utilities and Energy

The objectives for the provision of utilities are met by implementation of all of the following:

a) Plan 3: Armstrong Creek East Precinct Urban Structure;

b) Plan 13: Main Sewerage Supply Network;

c) Plan 14: Main Water Supply Network;

d) Plan 15: Main Recycled Water / Third Pipe Supply Network;

e) Plan 16: Main Electricity Supply Network;

f ) Plan 17: Main Natural Gas Supply Network.

The exact location of physical infrastructure and staging of development will be determined by proponents of development at the planning permit stage and will be implemented through appropriate permit conditions.

4.7.3 Planning and Design Guidelines: Utilities and Energy

The following planning and design guidelines for utilities and energy must be met:

• Permits for the subdivision of land into lots must include a condition requiring the installation of infrastructure to the satisfaction of the responsible authority and the relevant water authority for the delivery of recycled water to each lot;

• Each dwelling must be connected to a reticulated recycled water supply system (where connected to the lot) for toilet fl ushing and garden watering;

• Development must plan for the future grade separation of the transport corridor by ensuring that suffi cient land is set aside to accommodate grade separated road and rail intersections. Land areas to be set aside are to be to the satisfaction of the responsible authority (determined in consultation with the Department of Transport (including VicTrack)).

TABLE 6: SERVICE AUTHORITIES

Service Relevant Authority

Water Barwon Water

Sewerage Barwon Water

Gas SPAusNet

Electricity Powercor

Telecommunications Various

Reticulated recycled water Barwon Water

PL

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13

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45


4.8 DRAINAGE AND FLOODPLAIN MANAGEMENT

4.8.1 Objectives: Drainage and Floodplain Management

The objectives for the provision of drainage and fl oodplain management as an essential part of the development of ACEP are:

a) to ensure appropriate fl oodplain management in ACEP and beyond;

b) to protect and/or enhance downstream environments including recognised social, environmental and economic values, by managing appropriately the quality and quantity of stormwater runoff ;

c) to integrate appropriately stormwater systems into the natural and built environments whilst optimising the potential uses of drainage corridors;

d) to reduce the annual average volumes of stormwater runoff from developed catchments by a minimum of 30 per cent;

e) to ensure the peak stormwater discharge from developed catchments is not greater than peak discharges from the same catchment subject to existing conditions;

f ) to avoid impervious surfaces and piped drainage systems that are directly connected to waterways.

4.8.2 Implementation: Drainage and Floodplain Management

The objectives for drainage and fl oodplain management are met by implementation of all of the following:

a) Plan 3: Armstrong Creek East Precinct Urban Structure;

b) Plan 18: Main Stormwater Drainage Network.

4.8.3 Planning and Design Guidelines: Drainage and Floodplain Management

The following planning and design guidelines for drainage and fl oodplain management must be met:

• Development including subdivision within the Q100 fl ood event (existing and proposed) (refer to Plan 18 (Main Stormwater Drainage Network)) must be designed to satisfy the requirements of the Corangamite Catchment Management Authority (CCMA), including any interim fl ood mitigation works, to the satisfaction of the responsible authority;

• The minimum surface gradient on all lots to allow for appropriate drainage must be 1:150 (0.67 per cent);

• The minimum fi nished surface level (excluding access driveways and paths) on all lots must be 300 millimetres above the Q100 fl ood event;

• The minimum fl oor level on all buildings must be 300 millimetres above the Q100 fl ood event;

• Underground drainage must cater for the fl ood event as specifi ed in the drainage strategy endorsed by CoGG for ACEP;

• Armstrong Creek between Horseshoe Bend Road and Barwon Heads Road must be re-aligned and restored as a stream corridor with a meandering creek profi le including linear retardation, water quality treatment ‘trains’, billabongs and such;

• Major culvert augmentation / upgrade works must be provided to the satisfaction of the responsible authority at the intersections of Armstrong Creek with Horseshoe Bend Road, the southern East-West Connector road near Charlemont Road, Lake Road and Barwon Heads Road;

• Piped and open drains, water quality treatment trains and end-of-line retardation, must be provided to the satisfaction of the responsible authority in the south major drainage system (located generally within the depression on the south boundary of ACEP);

MAY 2010 Armstrong Creek East Precinct Structure Plan (Amended November 2011) 47

• Piped and open drains, water quality treatment trains and end-of-line retardation must be provided to the satisfaction of the responsible authority in the east major drainage system (located generally east of Barwon Heads Road) within ACEP;

• Local retardation basins, overland fl ow paths, water quality treatment trains and stream interface / outlet works, must be provided to the satisfaction of the responsible authority on relevant land parcels in accordance with the stormwater management strategy for ACEP, as approved by the relevant drainage authority;

• Wetlands and a treated stormwater storage basin (for re-use in the irrigation system for the regional active recreation area) must be provided to the satisfaction of the responsible authority adjacent to the regional active open space east of Barwon Heads Road;

• Areas specifi ed on the fi ll plan (refer Plan 6: Specifi ed Fill Areas) must be fi lled to levels to comply with requirements of unencumbered public open space to the satisfaction of the responsible authority.

The following planning and design guidelines should be met:

• Rainwater tanks are recommended for each dwelling and other relevant building structures.

TABLE 7: DRAINAGE AND FLOODPLAIN MANAGEMENT AUTHORITIES

Management Item Relevant Authority

Drainage CoGG

Floodplain ManagementCorangamite Catchment Management Authority

PL

AN

18

Arm

stro

ng

Cre

ek E

ast

Pre

cin

ct S

tru

ctu

re P

lan

MA

IN S

TO

RM

WA

TE

R D

RA

INA

GE

NE

TW

OR

K

KE

Y

Ove

rland

Flo

w P

ath

/ Pip

ed D

rain

Out

lets

Res

tore

d S

trea

m C

orrid

or

Ret

arda

tion

/ Wat

er Q

ualit

y Tr

eatm

ent A

reas

Mai

n D

rain

Flo

od b

ound

ary

for

exis

ting

cond

ition

s (Q

100)

Flo

od b

ound

ary

for

post

dev

elop

men

t (Q

100)

48


5 PRECINCT INFRASTRUCTURE PLAN

5.1 INTRODUCTION

This Precinct Infrastructure Plan (refer Table 8: Infrastructure Required in Armstrong Creek East Precinct) summarises the infrastructure required to ensure the appropriate development of ACEP generally in accordance with the ACEPSP. The infrastructure is to be provided through a number of mechanisms including:

• land development works and / or full funding by developers (individually or jointly in some cases);

• development contributions (community infrastructure levy and development infrastructure levy);

• utility service provider works and / or funding;

• capital works and / or funding by the Australian Government, State Government, CoGG and other agencies and non-Government organisations;

• grants funding available from a variety of sources.


TABLE 8: INFRASTRUCTURE REQUIRED IN ARMSTRONG CREEK EAST PRECINCT

Project Group Title / Description Lead Agency Funding Responsibility

8.1 Transport and Movement

Surf Coast Highway (land and construction) Roads Corporation Roads Corporation

Surf Coast Highway intersection with Burvilles Road

Roads Corporation Major activity centre precinct

Surf Coast Highway intersection with southern East-West Connector

Roads Corporation DCP (50:50 split with Armstrong Creek West Precinct)

Surf Coast Highway intersection with South West Connector

Roads Corporation DCP (50:50 split with Armstrong Creek West Precinct)

Barwon Heads Road (land and construction)

Roads Corporation Roads Corporation

Barwon Heads Road intersection with Burvilles Road extension

Roads Corporation Developer for type C intersection; DCP for signalisation of single carriageway; Roads Corporation for signalisation of duplicated carriageway

Barwon Heads Road intersection with southern East-West Connector

Roads Corporation Developer for type C intersection; DCP for signalisation of single carriageway; Roads Corporation for signalisation of duplicated carriageway

Burvilles Road Interim (east boundary of Geelong Memorial Park to Horseshoe Bend Road)

Developer DCP (50:50 split of land with Horseshoe Bend Precinct); developer (share of construction by frontage pro rata)

Burvilles Road Ultimate (east boundary of Geelong Memorial Park to Horseshoe Bend Road)

CoGG CoGG

Burvilles Road Extension (land and construction)

Developer DCP (only cost of pavement wider than typical local access street); developer for remainder and any overall costs above DCP payments

Horseshoe Bend Road Interim Developer DCP (land only); developer

Horseshoe Bend Road Interim - service road

Developer Developer

Horseshoe Bend Road Ultimate CoGG DCP (land only); CoGG

Horseshoe Bend Road intersection with southern East-West Connector

Developer / CoGG Developer for type C intersection; DCP for signalisation of single carriageway; CoGG for signalisation of duplicated carriageway

Southern East-West Connector (west of Horseshoe Bend Road)



Project Group Title / Description Lead Agency Funding Responsibility

Southern East-West Connector (east of Horseshoe Bend Road)


South West Connector Developer DCP (only cost of pavement wider than typical local access street); developer for remainder and any overall costs above DCP payments

Charlemont Road North Developer Developer

Charlemont Road Central Developer Developer

Charlemont Road South Developer Developer

Batten Road Developer Developer

Typical Local Access Street Developer Developer

Typical Local Access Street (adjacent to public open space)

Developer Developer

Typical Local Access Street (as service road to higher order road)

Developer Developer

Access Lane Developer Developer

Access Place (providing primary vehicular access to four or less dwellings)

Developer Developer

8.2 Public Transport

Bus services Director of Transport Director of Transport

Bus stops Director of Transport DCP

Transit corridor - land Director of Transport DCP

Transit corridor -construction Director of Transport Director of Transport

Transit corridor - interim embellishment as ‘open space’

Director of Transport Director of Transport

8.3 Community Facilities

Community complex adjoining neighbourhood activity centre (NAC):• kindergarten;• child care;• community meeting space.

CoGG DCP

Arts and cultural facility CoGG DCP

Active Open Space adjoining NAC:• 2 x full size football / cricket ovals;• 2 x netball courts;• pavilion;• multi purpose stadium.

CoGG DCP

KEY - Planning

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