urban design | planning | engineering | surveying | landscape architecture | project management

Engineering Review and Servicing Report

Lot 575 & 585Derrimut Rd, Tarneit

November 2013

Commercial in Confidence

victorian officesmelbourne

t +61 3 9869 0800f +61 3 9869 0900

71 queens road melbourne vic 3004 australia

traralgont +61 3 5173 0100f +61 3 5174 0088

18 breed street traralgon vic 3844 australia

geelongt +61 3 5228 3100f +61 3 5228 3199

47 pakington street geelong west vic 3218 australia

interstate officesgold coast: t +61 7 5578 0222

adelaide: t +61 8 8225 9800canberra: t +61 2 6126 1900

Quality Assurance – Report RecordPrepared by: Ka CongReviewed by: Josh MunroRevision No.: Rev4Date of issue: 12 November 2013

Commercial in Confidence

victorian officesmelbourne

t +61 3 9869 0800f +61 3 9869 0900

71 queens road melbourne vic 3004 australia

traralgont +61 3 5173 0100f +61 3 5174 0088

18 breed street traralgon vic 3844 australia

geelongt +61 3 5228 3100f +61 3 5228 3199

47 pakington street geelong west vic 3218 australia

interstate officesgold coast: t +61 7 5578 0222

adelaide: t +61 8 8225 9800canberra: t +61 2 6126 1900

Contents

1 Introduction 3

2 The Property 4

3 Desktop Analysis 4

4 External Infrastructure 5

5 Road Works 5

6 Sewer Reticulation 7

7 Potable & Recycled Water Reticulation 8

8 Drainage 8

9 Electrical Supply 9

10 Gas 9

11 Telecommunication & Fibre to the Home (FTTH) 10

12 Conclusion 10

13 General 10

Appendix 1 11

Appendix 2 13

Appendix 3 14

Appendix 4 15

Appendix 5 17

Appendix 6 19

3

1 Introduction

This report has been produced by SMEC Urban at the request of Kumar Investments International Pty Ltdfor the purpose of providing infrastructure servicing advice for the Tarneit Junction development at 575 &585 Derrimut Road, Tarneit. For the purposes of this report the subject site is deemed to be anamalgamation of both 575 & 585 Derrimut Road parcels and will be referred as ‘Tarneit Junction’.Located within the Wyndham City Council the subject site is approximately 8.00 hectares in area and iszoned Urban Growth Zone (UGZ) in the Wyndham Planning Scheme. The property is located within thefuture Tarneit North Precinct Structure Plan Area (PSP No. 1089) and has limited road frontage to DerrimutRoad on the eastern boundary, and frontage to Leakes Road on the southern boundary. Part of the easternboundary and all of the northern boundary is abutted by the recent Regional Rail acquisition.

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2 The Property

The topography of the Tarneit Junction is generally considered flat, with average grade of about 0.5% fromthe northwest to southeast corners of the site. Levels range from 45.0 metres in the northwest corner AHDto 42.5 meters AHD in the southeast corner.

The following Authorities are applicable to the subject site:

Service Authority NameMunicipality Wyndham City Council

Sewer & Water City West Water

Electricity Powercor

Gas SPI Networks

Main Drainage Melbourne Water

3 Desktop Analysis

Geotechnical ConditionsPrior to the commencement of detailed design, a geotechnical investigation will be undertaken to identifysoil quality and better understand the geotechnical constraints. These constraints will form the basis ofdetailed earthworks strategies, pavement design, soil characteristics for Water Sensitive Urban Design(WSUD) if applicable, and key risks associated with geotechnical constraints common to this area.

Further Site ReportingA Traffic Impact assessment will be undertaken by others. This report does not comment further on theseaspects.

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4 External Infrastructure

Sketch 0521E-GEN-SK01 provided in Appendix 1 provides detail of the known existing services availablein the immediate area and are discussed in detail below.

5 Road Works

The Wyndham City Council is the responsible authority for road works within the subdivision. Internal roadworks shall be constructed in accordance with the GAA Engineering Design and Construction Manual(2011) and generally in accordance with the PSP standard road cross-sections. It should be noted that theGAA standards have been recently adopted and supersede the previous Wyndham City Council StandardDrawings.

A regional rail works overpass will be constructed within the Derrimut Road Road Reserve and this willresult in a significant embankment being constructed within the road widening acquisition immediately tothe east of the subject site.

SMEC’s review of the Aurecon Regional Rail construction package suggests that a access point will beprovided into the subject site from the Derrimut Road overpass as well as a maintenance rail access trackto the parcel directly to the north of the subject site. Given this access provides an undesirable entry to thesubject site the development will achieve more desirable access points by connection to Leakes Road.Notwithstanding this, it is proposed to utilise the Derrimut Road access point for entry only access to theproposed hotel. This is further discussed in the MGA Traffic Report.

These access points from Leakes Road will be subject to Council and VicRoads approval given theproximity to the VicRoads intersection at Leakes and Derrimut Road. Typical road reservations, pavementwidths and the VicRoads requirements for ingress/egress to Leakes and Tarneit Road are detailed in theMGA Traffic Report.

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Typical Road Cross Sections below demonstrate how the services can be accommodated within thenominated road reservation widths:

Typical Cross Section 1 shows how services are intended to be provided within the 16m road reservations.

Typical Cross Section 2 shows how services are intended to be provided within the 20m road reservations.

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Typical Cross Section 3 shows the proposed ultimate Leakes Road widening. Services are intended to beprovided either side of the relocated overhead power line corridor. The subject site is to the right of thepage.

6 Sewer Reticulation

Tarneit Junction is inside the expanded UGB and outside of City West Water’s current licence boundary,however, it is anticipated that City West Water’s licence boundary will be extended to include the site.Preliminary servicing advice from City West Water, clarifies that the existing reticulation infrastructurelocated immediately south of Leakes Road cannot provide a permanent service to sewer Tarneit Junctionand has very limited capacity to service initial development on a temporary basis.

Servicing sewerage to Tarneit Junction will therefore require constructing a 300 dia sewer branch throughthe subject site. The alignment of this sewer will be coordinated within the proposed road network of thedevelopment plan to ensure a desirable alignment is achieved. The proposed permanent outfall will requireconstruction of a 1.2km 300 dia sewer branch through existing landholders land between the Regional Railcorridor and Leakes Road and eventually connection with a 1200 dia trunk sewer. Refer to Appendix 2,Plan 9 utilities, of the Truganina Precinct Structure Plan and Appendix 6, CWW Sewer plan. Existinglandholder approvals will be required if sewer works are to be constructed in adjacent properties andCity West Water has powers to facilitate these works if necessary.

The trunk sewer is not due to be completed until late 2016, therefore it may be possible to connect to anexisting 300mm Leakes Road Branch Sewer located south of Leakes Road in Kondalilla Drive within theRose Grange Estate. This will provide a temporary service for approximately 2,500 lots north of LeakesRoad on a “first come first served” basis. This 300 dia sewer branch will be a shared asset and will befunded by City West Water.

Once capacity is exceeded, the outfall will ultimately discharge to the future six kilometre outlet sewer fromSkeleton Creek heading east along Leakes Road and south-east along Dohertys Creek to the WesternTrunk Sewer (WTS) at the Sayers Road Shaft east of Palmers Road.

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7 Potable & Recycled Water Reticulation

City West Water have advised that there is some capacity from the existing water system to provide interimsupply to land between Leakes Road and Regional Rail. Depending on other developments, waterreticulation is available from the existing 300mm diameter main on the corner of Derrimut Road and LeakesRoad. This supply is a “first come first serve basis”.

The potential supply limitations from the 300mm diameter main stated above will need to be confirmed withCWW when development conditions are formally requested.

Ultimately, water will be supplied via a future water supply tank at Greek Hill and is expected to beoperational in 2017/18.

Currently, City West Water is developing a recycled water strategy for supply to the North Werribee areaincluding the subject site. It is likely that the internal road network will need to provide an adequate utilitycorridor to provide a coordinated dual pipe system.

8 Drainage

Wyndham City Council is the responsible authority for internal drainage to service the site. Internaldrainage works shall be constructed in accordance with applicable Council standards, however, maindrainage requirements will be to Melbourne Water (MW) requirements.

Melbourne Water is the responsible authority for main drainage and have advised the subject site fallswithin Truganina Development Scheme 4060, which requires developers to make contributions towards thecost of drainage infrastructure. Contributions payable are based on the area developed, and thedevelopment type, and as of 26 September 2013, the preliminary contribution rate for Hydraulic is$55,946/ha and Water Quality is $20,088/ha. It has been confirmed with Melbourne Water (email30/20/2013) that no onsite retardation or water quality works will be required.

The site naturally falls to the eastern boundary and Melbourne Water have proposed in their scheme worksfor the development to construct Q100 culverts conveying 11m³/s under Derrimut Road and a main drainon the eastern boundary of the 575 Tarneit Road parcel ( MW scheme reference W1 to W3). The proposedscheme works are in Appendix 3, Melbourne Water Plans.

Providing a free draining outlet for the subject site is dependent on development to the eastern side ofDerrimut Road. Negotiations with the adjoining land owner is required to construct a drainage outfall or

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approval to construct a temporary drainage over their land. It is our understanding that Wyndham CityCouncil own this land and we request that these approvals are provided under the permitapplication.

The development plan has made provision to provide overland flows to the south of the development fromthe Melbourne Water wetland basin WL21. The external flows will be directed via the overland pathtowards MW scheme drains W2 to W3.

Refer to the SMEC Urban Stormwater Drainage Management Strategy for further information.

9 Electrical Supply

Preliminary servicing advice for electrical supply has been received from Powercor. The preliminaryservicing advice was based on a demand of 1750kVA as per the current Human Habitat masterplan. Dual66kv and 22kv overhead lines in Leakes Road and a single 22kv overhead line in Derrimut Road abuts thesubject site. The current feeder is heavily loaded but there is spare capacity for the early stages of thedevelopment.The 66kv power lines in Leakes Road are to be retained above ground and accommodated within thenorthern side of the Leakes Road widening. The proposed cross-section for the Leakes Road wideningworks demonstrates a coordinated utility corridor allowing for the relocation of these poles. The cross-section is generally in accordance with the Truganina PSP and indicates the land take required.Powercor are upgrading the Truganina zone substations and feeders in 2017 which will bring morecapacity to the area and provide capacity to the development.Proposed substation kiosk locations will be reviewed in detail with Powercor and coordinated locations willbe incorporated into the masterplan layout.

10 Gas

SPI Networks is the principal authority responsible for the provision of gas reticulation to service theproperty. At time of writing no existing information was available. We are therefore unable to provide furthercomment on the availability of supply via the existing gas network in Leakes Road.

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11 Telecommunication & Fibre to the Home(FTTH)

As of 1 January 2011 NBN Co is responsible for the deploying of fibre infrastructure in broadacredevelopments (over 100 lots) which are within NBN Co’s long term fibre footprint. Transitionalarrangements with Telstra will not apply to the subject development.

Under the above arrangements the Developer is responsible for providing or funding fibre ready trenchingand ducting (pit and pipe infrastructure), the onus is on developers to demonstrate to NBN Co that the pitand pipe meet the NBN Co standards.

12 Conclusion

Based on SMEC Urban’s experience and the preliminary investigations carried out we believe that thesubject land has availability and access, subject to adjacent landowners approvals, for connection to allnecessary services, and that these services can accommodate the proposed residential development.

13 General

The information in this report has been obtained from usually reliable sources but is subject to variationupon formal advice from the relevant authorities, and detailed design and survey. SMEC Urban will notaccept any responsibility if any authority changes its requirements after the date of this report.

SMEC Urban

Josh MunroManager Engineering Design - Melbourne12 November 2013

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Appendix 1

External Infrastructure

REVISION

SCALE@

DATEDRAW

N

DWG #

JOB #

575 & 585 DERRIMUT RD, TARNEIT

PLAN OF EXISTING ENGINEERING SERVICES

0521E-GEN-SK0101

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1:1000A1

September 2013

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13

Appendix 2

Truganina Precinct Structure Plan

14

Appendix 3

MWC – Truganina Drainage Scheme

15

Appendix 4

Human Habitats Masterplan 6/11/2013

17

Appendix 5

Regional Rail Link Autority – Derrimut Road Coversheet

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19

Appendix 6

City West Water – Water and Sewer Plans(note the subject site shown on these diagrams is incorrect)

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< 1. 2

0 >

225 UP VC

251 2002

31. 86

7 6. 5

7

31. 93

60 2004

150 UP VC

TNT3-

45

31. 86

< 1. 1

5 >

33. 51

<1.2

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. 03

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SK C49- 31P

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225 UP VC

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0 >

245 2002

225 UP VC

151 2004

150 UP VC

31. 51

< 0. 1

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.57

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9 SKC49- 24

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UPV C

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UPV C

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5 .6 2

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SK C49- 25

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UPVC

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2 00 2

31.7

5

31. 77

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3 1. 5

931

. 92

45. 71

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4

<0. 90>

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.46

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3

67. 68

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0> S

TU B

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1 50

U PVC

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200

4

TNT3-44

6. 71

.00

IL

<1. 00>

93. 73

33. 00

153 2005

150 UP VC

31. 57

TNT3

- 51

19. 5

158 2004

150 UP VC

TNT3

-43P

TNT3-4

3

226 2003

225 UP VC

<1.2

0>

31. 37

<1.0

5> S

TU B

SKC49-29Q

.00

IL79

.98

32. 14

1 4.3

7

157 2003

150 UP VC

1 50

U PVC

1 50

U PVC

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5> 9

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0 4 1

3 8 2

0 04

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SKC49-16

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. 10 >

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7

31. 37

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1

SKC49-26

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0

55 2004

150 UP VC

32.4

2

<0. 95>

<1.3

0 >

141 2002

150 UP VC

31. 77

SKC49-27

32. 87

<0. 85>

32.8

4<1

.20>

31. 36

SK C49- 78

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ST

U B

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. 98

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IL

55 2004

150 UP VC

31. 34

33. 10

< 2.2

0><1

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12.7

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0 >

243 2002

225 UP VC

SKC49- 29P

210 2003

225 UP VC

32. 52

7 5. 9

7

147 2005

150 UP VC

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0>

TN T3- 50

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150

UPV C

60

2 00 3

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5>1 5

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VC 1

42 2

003

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0

15. 51

32. 53

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.49

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SK C49-14

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UPV C

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200

4<1

.00>

30. 99

31.4

7

140 2003

150 UP VC

SKC49- 28P

ST

UB

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TNT3

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UPV C

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6

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5>

SK C49-23J

SK C49- 23K

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5

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117 2002

150 UP VC

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SK C49- 22

31.4

8

<0. 95>

3 1. 8

4

31. 62

31.8

43 1

. 97

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7

SKC49

-21

31.50

56 2004

150 UP VC

150

UPVC

130

2003

<0. 9

5 >

32. 08

31. 66

. 00 I L ST UB

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36. 11

<1.2

0>

31. 98

32. 43

32.4

1

30. 94

28.59

201 2002

225 UP VC

128 2004

32.0

5

SK C49- 15

150 UPVC

< 1. 1

0 >

143 2005

30. 99

150 UP VC

SK C49- 12

150

UPV C

75

2004

12.12

<0.90>

240 2003

225 UP VC

SK C49- 28

30. 96

21.3 2005

150 UP VC

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0>

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1 4. 5

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SK C49- 23K S

172 2003225 UP

VC

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UPV C

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200

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. 54

SKC49-45S

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1

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31.7

6

TNT3-40P

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9

13. 5

31.7

4

32. 68

<1. 00>32. 12

53 2002

225 UP VC

1 50

U PVC

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2003

TNT3- 40

< 1. 2

0 >

<1. 10>

225 2003

225 UP VC

3 2. 2

0

SKC49-10S

< 1.2

0>

152 2005

150 UP VC

64. 53

150

UPV C

<1. 00>

146

200

2

138 2002

150 UP VC

<1. 0

5 >3 1

. 51

30. 55

31. 33

4 7. 0

7

<0. 95>

54 2005

150 UP VC

19. 01

SK C49-10

30. 53

<1. 15>

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<0. 9

0 >

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TNT3

-38

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T3-3

7MS

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V C 1

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SKC49 -75

95 20 021 50 UP

VC

87.1

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5

SKC4

9-44

55. 47

ST

U B15

0 UP

VC. 0

0 I L

89

2005

30. 30

3 1. 22

266 2003

225 UP VC

<1. 25>

31. 79

3 1. 7

674. 49

3 1. 7

815

0 UP

V C 7

7 20

0531

.92

12. 5

30. 41

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1

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7

SK C49- 45P

30. 41

132 20 0530. 8 0

150 UPVC

<0. 80>

26. 85SK

C49-43

1 50

U PVC

146

200

2

<1.5

5>

<0. 95>

150

UPV C

27 .4

200

3

277 2003

225 UP VC

<0. 95>

<1. 00>

3 1. 4

63 1

. 46

31.9

2

83. 07

12. 61

TNT3

- 36M

S

150

UPV C

TN T3- 36S

150 2005

150 UP VC

71

2 00 3

<2. 10>

31.1

0

30. 24

60. 36SK C49-9MS

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5 >32. 93

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5

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SKC49-8

TNT3

- 41M

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.05>

225 UP VC

274 2003

78.2

3

31. 19

TNT3- 56

29. 72

109.

21

SKC49 -6 8

< 1. 1

5>

33. 15

31. 08

29. 70

<1.0

5>

30. 11

30. 88

150 U

PVC

144 2

006

59 2006

150 UP VC

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31. 08

< 0. 9

5 >

<2.7 0>

225 UP VC

240 2003

30. 09

11.7

6

SK C49-7

SKC4

9-68P

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30. 05

<0.95>

28. 66

SK C49- 67

<2 . 40>

29.47

30. 03

<1.2

0>

SK C49-6

65. 78

29. 4

4

225 UP VC

239 2003

<1. 10>

41.8 2002

150 UP VC

150

UPVC

150

200

6

29. 91

<2. 20> 5 7. 5

1

SKC49- 5

29. 89

<0. 9

5 >

71 2003

150 UP VC

150

UPV C

16.7

20 0

5

<1. 25>

29. 0

0

29. 32

SKC49- 66

150

UPVC

10 1

20 0

5

<1. 05>

33. 4

8

<1. 00>

34. 92

150

UPV C

13.8

20 0

6

SK C49- 56

28. 96

41. 37

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5

29. 30

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.46

<0. 90>

. 00 I L

30.4

230

.04

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5

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SK C49- 56P

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1

TNT3

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151 2003

225 UP VC

72. 02

28.93

12. 51

1 03 20 02

SKC4

9-70

AS

15 0 UPVC

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29. 98

TNT3- 31

SK C49- 55P

163 2006

150 UP VC

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5 >22

.99

57 2005

150 UP VC

28. 81

<1. 2

5><1

.10>

30. 75

<1.2

0>

30. 52

147 2002150 UP

VC

34. 6

1 6. 5

7

28. 75

28. 78

70 2006

150 UP VC

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TNT3

-30

SKC49- 56Q

150

UPVC

74

2006

SKC49-65

1 50

UPV C

13. 32

99

2 00 3

<0.9

0>28

.71

<0. 85>

S KC49-64

28. 5

3

144 2002

<1. 05>

150 UPVC

48. 5

429

.71

15. 4

< 1. 1

0 >

29. 51

2 9. 5

6< 1

. 00 >

25. 79

30. 19

<0. 75>

SKC49-4P

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4 5. 3

8

<1. 20>

SKC4

9-70

A

<1. 40>

SK C49-70

TNT3- 57M S

3 0. 1

5SK

C49-4

2 9. 8

2

29. 48

29. 55

10. 56

<2. 15>

30. 20

29. 7

9

TNT3

- 55J

1.38

29 . 75

68 2006

150 UP VC

2 9 .5 8

<0. 50>

< 1. 0

0>

144 2005

150 UP VC

TNT3

- 55

62 20 0315 0 UP

VC29.52

64. 88

30. 36

150

UPV C

41

2 00 6

<1. 20>

10.9

2

29. 55

SKC49

- 70A P

150

UPVC

79

2006

72 2003

150 UP VC

<1. 20>

29. 53

< 1. 1

0 >

73 2003

225 UP VC

143 2006

225 UP VC

SK C49- 51S

<0. 9

0>

<2. 20>

150

UPVC

38.5

200

6

3 7. 8

3

68 2003150 UP

VC

29.0

2

30. 19

28. 56

<1. 25>

< 1. 1

0 >

<2. 40>

< 1. 2

0 >

12. 71 28.9

9

<2. 30>

28. 53

25. 45

SK C49- 54

79. 23

2 8.6

6

29. 48

TNT3

- 22

SK C49-69

28. 86

SK C49-3

42.4

514

.53

<1. 25>

SKC4

9-63

29. 46

25. 42

SK C49- 61S

<0. 7

0>

95 2005

150 UP VC

49.8 2003

225 UP VC

< 1. 0

0 >41

.9

29. 36

SKC4

9-53

<0.8

0 >

225 UP VC

28. 18

145 2005

149 2002

150 UP VC

29.33

<1. 2

0>

18. 38

1 3 6 20 0 51 5 0 UP

VC

152 2006

225 UP VC

29.21

<0. 65>

100 2002150 UP

VC

29. 79

<1.1

0>

<1. 20>

153 2005150 UP

VC

29. 19

21. 8

S KC4 9- 74 P

1 2. 9

7

SK C49- 52

28. 22

29. 03

27. 74

<1. 15>

SKC49- 51

SKC4

9-47

15. 3

4<1

. 20>

26. 95

<1. 15>

3 8 .1 20 0 3

30. 10

15 0 UPVC

TP 2 0

. 15

15 0 2 00 5

150

UPV C

15 0 UPV C

15 0

20 0

5

<1. 30>

2 8. 2

5

30.8 2006

150 UP VC

14. 99

TNT3-54M

S

2 8. 4

628

.62

26. 93

15.5 2006

150 UP VC

< 1. 1

0 >

25. 14

29. 01

<1. 1

5 >

<1. 15>

28 .5 928. 50

28 . 49

28.8

8<1

. 20>

<2. 15>

31. 59

29. 11

28. 91

130 2005

150 UP VC

28. 13

<1. 20>

225

UPVC

SKC49-

2A

132

200

6

31. 82

27. 78

<2. 20>

61. 52

<1.0

0>

SKC49- 49

27. 4

1

30. 99

SKC49-48

29. 0

6

225 UP VC

169 2002

<1. 15>

25. 1

1

SKC49- 62

150

UPV C

SK C49-50

59. 08

12 2

20 0

5

<0. 80>26. 84

<1. 25>

<1. 00>

26. 82

27. 75

SK C49- 74

<1. 00>

<1. 15>

TNT3-

53

24. 8

812

7.45

49.7 2003

<1. 00>

225 UP VC

124 2006

150 UP VC

150

UPVC

SK C49- 61

54

2006

24. 84

26. 98

26. 74

17. 3

3

13 .8 7

27. 00

TN T3-18

SK C49-71

225 UP VC

154 2002

26. 70

<2. 1

5>

SK C49-73

158 2003150 UP

VC

27. 9

6<1

. 00>

26. 61

30. 93

150 U

PVC

33.5

2006

27. 36

21. 1

<1. 20>

26. 59

64. 55

<0. 95>

TNT3

-15

27.93

<1.90>

27.35

TN T3-13

26. 66

<0. 95>

<1.00>

132 2006

<2. 15>

150 UP VC

20. 2

29. 39

SKC4

9-84

P

<1.85>

27.30

150 UP VC

148 2002

155 2002

91. 28

225 UPVC

27. 28

<0.90>

<2. 2

0>

27. 10

<1. 05>

36.9

3

28.35

SKC49

-2SK

C49 -

8 4

SK C49-72

19.4 2007

150 UPVC

<1. 15> 150 2002

39. 16

150 UPVC

28.33

<2. 15>

26. 89

SK C49- 88S

26. 92

<2. 25>

33. 99

SK C49-92

<2. 10>

150 UP VC

58 20

07

TP 26. 87

<1. 40>

27. 62

<1. 20>

<1. 25>

<2. 25>

<2. 10>

TN T3- 14

SKC49

- 88

<1. 25>

150 UP VC

54 2002

7 0 2 003

27. 84

22 5 UPVC

144 2006

<1. 20>

225 UP VC

<1. 20>

11. 829 .1 5

27. 0

1

26. 10

<2. 30>

27.1

9

24. 74

28 .7 32 7.40

2 8.11

37. 55

SK C49- 1

11. 14

SK C49- 93MS

18. 91

26. 08

11. 88

27. 37

2 5.7 9

47. 72

<1. 00>

TN T3-14P

SK C49-81

34.47

SK C49- 93S

SK C49- 88T

117.15

25. 38

<1.20>

TN T3-11

27.66

5 9 2 00 9150 U P

VC

25. 76

86 2010150 UP VC

32. 8419 . 17

<0. 80> 16.7

2010

150 UPVC

<0. 85>26. 08

27 .01

26. 05

26 .55

150 UP VC

55 2007

27. 63

62

2010

150

UPVC

SK C49- 83

8 2 2 01015 0 UP

VC

25. 16

<0. 95>

<1. 10>

17.1

4

25. 16

< 1. 30><1.10>

SKC4

9-91

MS

27. 28

27. 25<0.90>

47.2 2009

150 UP VC

150 UPVC

16.3 2007

55 2010150 UPVC

<1. 00>

26. 64

SK C49-82

34.4 2007

<1. 05>

40. 23

24. 85

150 UPVC

24.04

<1.30>

100. 93

23. 9626.18

26.61

26. 1

5

SKC49-87

26. 33

LRB12

24. 82SK

C49-85

105. 58

23. 93

25. 36

18

2009

150

UPVC

SK C49-86

<1. 00>

22.1 1

23. 62

SKC4

9-89

SKC4

9-90

<1. 05>

SK C49-60

21. 93

54. 9

<0. 75>

24.7

4

<1. 15>

21. 90

61 2009

150 UPVC

23. 51

LR B13

LEAKES

ROA

D B RANC

H SE WER

SEC . 2

20.4

1

24. 01

24. 71

23. 20

18 2010150 UP

VC

23. 48

225 UP VC

27.9 2003

<0. 75>

SK C 49- 59, RL LO W'D FR OM 26. 79 TO 25. 52, FB 15 70/7 4

305 201 0

300 MPVC

<0. 9

0>

14.5 2009

150 UP VC

23. 30

86 2010150 UP VC

<0.90>

14.1 2009150 UP VC

SKC49-5

9

23. 20

LEAKES

ROA

D BRANC

H SEWER

SEC. 2

2 3.2523.22

20. 0

7

<0. 90>

<0. 85>

22.22

143. 28

<0. 90>

<0. 90>

155 2006225 UP

VC

22. 19

<0. 85>

34. 84

149 2006

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SKC49- 58

<0. 95>

143 2006 348 2010

225 UPVC300 M

PVC

LR B11

<17. 80>

LR B12-1

22. 06

83. 98

<1. 05>

26. 87

LRB12

-1T

21. 6127. 38

35. 47

225 UP VC

27.9 2003

21. 56

21. 58

<1. 20>

21. 9326. 93

1565 /155

35. 66

50. 98

SK C49-57

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<1.25>

22. 26

TN T1-8P

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<1. 00>

10. 1

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26. 9526. 24

LRB12

- 1S

26. 93

62. 86

11.2 2009150 UP VC

<1. 05> 77 2009

150 UPVC

26. 22

27.7 2006

26. 21

225 UPVC

27. 30

56 2002150 UP

VC

SK C49P

21. 57

20. 65

<1. 00>

21. 85

LEAKES

ROA

D BRANC

H SEWER

SEC. 2

26. 46

1. 96<1.25>

.00 I L 15.2

2009150 UP

VC S T

U B

<9. 10>

<1. 05>

13. 42

SKC4

9

25. 05

LR B10

90.0

7

<7. 55>

102 2009150 UP

VC25. 08

LRB1

1-1

TN T1-8Q

89 2009150 UP VC

26. 52

80. 07

20. 62

150 UP VC

LRB1

1-1T

54 2002

<0. 95>

36 5 201 0300 M

PVC29. 85

24. 36

<1.2 0>21. 35

25. 0821. 32

<1 .0 5 >

22. 08

2 5 . 5 6

LR B10- 1T

25. 67

14 2009150 UP VC

22. 12

<1. 00>

19. 65

LR B11-1S

LR B9

LEAKES

ROA

D BRANC

H SEWER

SEC. 2

<4. 60>

<0. 90>

27.5 2009150 UP VC

27. 48

66. 76

23. 51

5 1 2 0 0 91 50 UP

VC

LRB1

0-1

<0. 90>

2 4 . 5 721. 10

20

<1. 00>

2 3 . 544 8.8

21. 07

364 2010300 M

PVC23. 54

LRB1

2-1P

23. 54

27. 48

21. 77

1565 /154

24. 26

LR B9- 1T22. 15

26.1 2009150 UP VC

409 2003

300 UP VC

<1. 10>

LR B10-1S

<6. 30>

22. 42

<1. 00>

86. 72

SK ELET ON C REE K BRA NC H SEWER S EC 13

LEAKES

ROA

D BRANC

H SEWER

SEC. 2

<1. 20>

2 1 .5 2 0 09

1 5 0 UPVC

16.54<1 .20 >

19. 56

2 4. 0420. 88

150 UP VC

27.8 2009

150 UPVC

90 2009

22 .4 4

13.4 2009150 UP VC

27. 38

20. 852 2. 44

23. 09

351 2010300 M

PVC2 3. 82

LR B8

<1. 1 5>

SKC4

6-5M

S

LR B12- 2

40. 13

LR B9-1S

47 .2

27. 77

<1. 1 0>

26. 67

27. 38

<0. 95>

LRB1

1-1P

26 .21 13 .8

2 00 91 50 U P

VC<1 .1 5>

14 .2 20 09

1 50 UPV C

27. 83

150 UP VC 83 2009

<1.1

5>

150 UP VC

27.4 2009

LR B10- 2

150 UP VC

33.4 2002

13.6 2009150 UP VC

27. 02

LEAKES

ROA

D BRANC

H SEWER

SEC. 2

46 . 69

20. 40

<1 . 30><1 .2 5>

28. 40

133.

16

<3. 60>

28. 14

<0. 75> 347 2010

300 MPVC

27 . 99

SKC48

<1.1

0>

20. 36

25. 47

25. 6

9LR

B11-

2

LR B12- 2S

SKC4

6-5

LRB7

1 4. 3

9

SK C53- 44S

20. 60

< 1. 1

5 >

25. 44

48 .8 3

20. 57

131 2002

150 UP VC

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