Project Title: Engineering Servicing Report PC17193

Report Name: Lot 52 and Lot 2979 Illareen Road, Katanning

Proposal for Rural Subdivision

Project Title: Engineering Servicing Report

Project No: PC17193

Engineering Servicing Report Revision: A

of 19 Project Number:PC17193

Revision Description Author Checked Approved Date

A Issued for Review HW OO EBF 10/01//2017

Recipients are responsible for eliminating all superseded documents in their possession.

Peritas Group Pty Ltd ABN: 56 165 417 407 41 Stuart Street PERTH WA 6000

PO Box 143, Northbridge WA 6865

Telephone: +61 8 9388 2666

Facsimile: +61 8 9328 3515 Internet: www.peritasgroup.com.au

RELIANCE, USES and LIMITATIONS

This report is copyright and is to be used only for its intended purpose by the intended recipient, and is not to be copied or used in any other way. The report may be relied upon for its intended purpose within the limits of the following disclaimer.

This study, report and analyses have been based on the information available to Peritas Group at the time of preparation. Peritas Group accepts responsibility for the report and its conclusions to the extent that the information was sufficient and accurate at the time of preparation. Peritas Group does not take responsibility for errors and omissions due to incorrect information or information not available to Peritas Group at the time of preparation of the study, report or analyses.

Prepared by: Hendrik Wijaya Approved by: Enzo Biagioni-Froudist

Position: Senior Civil Engineer Position: Principal, Civil

Signed:

Signed:

Date: 10/01//2017 Date: 10/01//2017

http://www.peritasgroup.com.au/



TABLE OF CONTENTS

1. INTRODUCTION ............................................................................................................................................ 4

Planning Context ................................................................................................................................................ 4

Summary ............................................................................................................................................................ 4

NATURAL FEATURES .......................................................................................................................................... 5

Topography ........................................................................................................................................................ 5

Geology .............................................................................................................................................................. 5

Surface Water ..................................................................................................................................................... 5

Groundwater ....................................................................................................................................................... 5

INFRASTRUCTURE AND SERVICING.................................................................................................................. 6

Road Network ..................................................................................................................................................... 6

1.1.1 Kojonup – Katanning Road ........................................................................................................... 6

1.1.2 Prosser Street and Illareen Road .................................................................................................. 6

Bulk Earthworks & Drainage ............................................................................................................................... 7

Water Supply ...................................................................................................................................................... 7

1.1.3 Groundwater ................................................................................................................................. 7

1.1.4 Rainwater Tanks ........................................................................................................................... 7

1.1.5 Scheme Water .............................................................................................................................. 8

Wastewater ......................................................................................................................................................... 8

Power 9

Telecommunication............................................................................................................................................. 9

Gas Supply ......................................................................................................................................................... 9

REFERENCES ..................................................................................................................................................... 10

APPENDIX A – LOCALITY PLAN ....................................................................................................................... 11

APPENDIX B – SUBDIVISION LAYOUT ............................................................................................................. 12

APPENDIX C – LPS5 ZONING ............................................................................................................................ 13

APPENDIX D – TOPOGRAPHY ........................................................................................................................... 14

APPENDIX E – GEOLOGY .................................................................................................................................. 15

APPENDIX F – 1% AEP FLOOD ......................................................................................................................... 16

APPENDIX G – WATER CORPORATION WATER MAINS ................................................................................ 17

APPENDIX H – WESTERN POWER NETWORK CAPACITY MAPPING ........................................................... 18

APPENDIX I – TELSTRA TELECOMMUNICATION SERVICE ........................................................................... 19



1. INTRODUCTION

Peritas Group was commissioned by Elberton Property Group (Elberton) to review the Engineering constraints and servicing

requirements associated with subdivision of Lot 52 and Lot 2979 Illareen Road, Kattaning (Site).

The Site occupies an approximately 215ha land area, consisting of cleared grassland. There are a number of agricultural

drains, dams and two seasonal water courses on the property.

North of the Site are lots 50 and 51 which fronts the Kojonup-Katanning Rd, a sealed road linking Katanning and Kojonup.

The site is bounded to the west by unsealed Illareen road and a sealed Prosser Street to the east, refer to Appendix A.

Elberton proposes for the site to be subdivided into 77 rural properties, ranging in size from 1-4ha developed over 5 stages

(Appendix B).

Planning Context

The Site is currently zoned as Special Rural area under the Shire of Katanning Town Planning Scheme 4 (TPS4). The Shire

have in recent times prepared a Local Planning Scheme 5 (LPS5) noting the Site to be zoned Rural Residential, refer to

Appendix C.

When Gazetted, the LPS5 will supersede the TPS4. However, the LPS 5 is currently a draft in its final stages of adoption.

The Shire of Katanning have advised that TPS4 will continue to apply and that “due regard” must be given to LPS5.

The TPS4 and LPS5 both support the rural subdivision. Preliminary advice from the Shire of Katanning noted the

requirements for a Structure Plan and Local Water Management Strategy to be formalised.

Summary

In summary this report highlights:

The subject land is capable of sustaining the increased density of Rural Residential lots.

The land is capable of being serviced with water, power and telecommunications services.

Wastewater management will be by means of on-site disposal either by septic tanks, Aerobic Treatment Unit

(ATU) or Alternative Treatment System (ATS).

Retention of vegetation and rural landscape is required for Rural Residential lots. Accordingly, earthworks will only

be undertaken to provide internal road network and for drainage purposes.

The following additional studies & site works are recommended:

Geotechnical Investigation.

Feature Survey.

Bore pump test and water quality test (if bore water is the intended primary water source).

Formal Submission of LSP to enable Water Corporation to consider the development in their upcoming water

supply planning.



NATURAL FEATURES

Topography

Appendix D shows elevation data from Landgate, Nearmap and Google earth. The contours on the plan are sourced from

Landgate and the profile is obtained from Nearmap & Google. Although there are variations to the levels, the general trend

is similar for all three data sets.

There is a substantial level variation in the north south direction, ranging from 320m AHD to 330m AHD. The slope of the

land is approximately 5-10%. The centre of the Site appears to be on a ridge, grading down towards seasonal water courses

to the north and south of the Site. The contour lines run parallel to the east west lot boundary for the bulk of the site,

identifying a lesser degree of elevation variation.

Nearmap elevation data identified a 18% gradient, which could potentially be incorrect. The data presented is obtained from

aerial photography which will also picks up features such as trees, rock outcrops, etc. and hence accuracy of ground surface

levels can be affected.

National Elevation Data Audit 2011 by Geoscience Australia advised a vertical accuracy between 1-5m of error for Landgate

contours. Feature survey will be required prior to detail design phase to enable road and drainage design.

Geology

The Geological Survey of Western Australia 1:250,000 map indicated that 50% of the Site consisted of colluvium and minor

alluvium (silt sand and gravel). The balance of the Site consisted of biotite granite (refer to Appendix E).

The above would suggest an underlying rock formation and therefore it is unlikely for the Site to be suited for on-site water

disposal.

Geotechnical investigation will be required to be undertaken prior to detail design phase of the development.

Surface Water

The Site has a number of cut-off agricultural drains and dams. According to aerial imagery, the bulk of the drains are used to

direct water into the dams and are localised to the Site. There are two exceptions, which are the seasonal water courses

located north and south of the site.

Opus undertook a flood assessment report in 2014 and identified that seasonal water courses are subject to flooding. The

Shire of Katanning provided the 1:100yr ARI (1% AEP) flood mapping, attached in Appendix F.

Groundwater

The Department of Water and Environmental Regulation (DWER) manages a database of groundwater data across Western

Australia. Peritas have corresponded with DWER who supplied a list of monitoring bores surrounding Katanning. However,

there appears to be no information available for both water level and water quality at the Site and in its immediate vicinity.

No records of groundwater extraction license can be found for the Site and properties in the immediate vicinity.



INFRASTRUCTURE AND SERVICING

Road Network

Access to the first few stages of the site will be via Kojonup-Katanning road and Prosser Street. As the development

proceeds, internal roads will be constructed to ensure each lot has a road frontage. In the ultimate development, the

internal road network will link Prosser Street and Illareen Road (refer to Appendix B).

1.1.1 Kojonup – Katanning Road

The Kojonup-Katanning Road is a Main Roads Western Australia (MRWA) Primary Distributor. The road has a

single carriageway, has a 110km/hr speed limit and is designed to allow inter regional movements.

Traffic count information is available approximately 13km west of the Site as shown on Table 1. The latest data

recorded was in 2014/15, noting a traffic volume of 460 vehicles per day (vpd). This is a very low traffic count

considering that an Access Street is designed for 3000vpd. There is a general increase of traffic trend of

approximately 3-4% per year.

The subdivision will potentially increase the traffic volume moving towards Kojonup. However, there is a large

degree of spare capacity on Kojonup-Katanning Road that the development is unlikely to be an issue.

Table 1 Kojonup-Katanning Road Traffic Count

1.1.2 Prosser Street and Illareen Road

Prosser Street and Illareen Roads are both Shire of Katanning’s access roads. Prosser Street is currently sealed

and hence making it the most suitable entry point to the development at early stages.

Illareen Road is currently an unsealed road. In the later stages of the development, this road will need to be

upgraded to a sealed road with a rural profile – unkerbed with roadside swales.

The intersection from Kojonup-Katanning Road to Illareen Road is currently sealed. However, the surfacing have

deteriorated. It is recommended for the intersection to be re-surfaced.

Some upgrades to existing roads might be requested by Shire during subdivision process that may include resealing

of the existing or construction of kerbs in the location of the intersections.



Bulk Earthworks & Drainage

The TPS4 and LPS5 both require the retention of vegetation and rural landscape. Accordingly, it is recommended for bulk

earthworks to be limited to the construction of internal road reticulation and for drainage purposes.

Section 0 noted silty sand and gravel geology, which is not suited for in-situ stormwater disposal. Therefore existing drains

and dams will most likely pool with water. Smaller dams which are fully contained within a proposed lot may be left as is.

However, there are a number of dams and rural drain traversing across multiple future lots which needed to be graded out or

filled. This is to avoid having concentrated stormwater flows across private properties in the future.

It is anticipated that the proposed internal roads will be set slightly proud of the surrounding land to avoid having to box out

into the granite subgrade. Culverts may be required to allow flow across the road reserve. This is subject to site survey,

geotechnical report and detail design.

There will be a small increment of impervious areas due to the creation of houses. However, this increment is

inconsequential relative to the overall site area.

Section 0 noted areas subject to 100yr ARI flooding. In accordance to LPS5, development within the 100yr ARI floodway is

prohibited. At this stage, due to the lack of digital data, the lots within the influence of the floodwater cannot be accurately

defined. Upon finalisation of precal, survey and with the assistance of Shire of Katanning, the flood extent can be properly

mapped. A restrictive covenant may be used to constraint future owners from building within the floodway.

The seasonal water course are currently not protected by environmental regulations. The Shire of Katanning have noted

intent to establish protection areas around the water courses. The establishment of protection areas is outside of the control

of the developer. However, the restrictive covenant when imposed will provide similar effects and can be used as an interim

measure until a formal protection zone for the water course is established.

Water Supply

There are several viable options for water supply to the site as outlined in this section.

1.1.3 Groundwater

Correspondence with DWER noted that there is no known groundwater resources of significance within the area.

Section 0 noted that there is inadequate data to determine suitability of groundwater resources for water supply.

However, this does not automatically rule out the use of groundwater. This is because the DWER allow exemptions

from licensing if the groundwater is used exclusively for domestic, household purposes, watering stock, fire fighting,

and watering lawns less than 0.2ha, not from artesian sources. There appears to be a number of bores identified in

DWER database without licenses. Peritas is unable to confirm if any of these bores are utilised as production bores.

Desktop study will not yield any further data, if groundwater is considered to be adopted for water sources, site

drilling will need to be undertaken to determine yield and water quality.

1.1.4 Rainwater Tanks

LPS5 noted that if rainwater tanks are considered, a minimum of 135kl of storage on site is required.

The Bureau of Meteorology records indicated that Katanning experienced a mean rainfall of 440mm (from 1999-

2017). The lowest annual rainfall being 290mm, and this equates to 58kl of rainwater being collected over a 200m²

roof area. The Water Corporation statistics indicated that in 2015-16, the average water consumption (per person) in

Perth was 127kl – Averaging at 320l/day, this would include both potable and non-potable applications.

Therefore to generate 135kl of water, a roof area of 470m² is required (if 100% of rainwater in the year is captured –

based on min rainfall). This is perhaps not realistic unless the tank is supplemented by other sources such as bore



water.

The wet winter and dry summer climate pattern also tend to render rainwater tanks inefficient. The tanks will be full

relatively quickly during winter periods and will run out of water during summer months.

The above would suggest:

Rainwater tank is better suited only as a supplementary water source for potable water application.

If rainwater tanks are to be considered as the primary source of water supply, potable and non-potable

water application needed to be separated. The cleaner rainwater from roof is better suited for potable

applications while dams can be used to collect water for non-potable applications such as grazing water,

irrigation, etc.

1.1.5 Scheme Water

Katanning township water supply is serviced by the Water Corporation from Harris Dam as part of the Great

Southern Towns Water Supply Scheme (GSTWSS). Water Corporation water mains are available around the Site

(Refer to Appendix G). However, the Water Corporation have advised that the proposed development is outside of

current water supply zone and that there is probably limited capacity in the existing network to supply the full

development.

Rural Residential lots east of Prosser Street are currently serviced via a DN100 water main (refer to Appendix C).

Prosser Street being the extent of the water supply zone. The Corporation have advised that the initial stages of the

subdivision along Prosser Street may potentially be supplied via the DN100 main along Prosser Street. Outside of

this, major Water Corporation infrastructure upgrades may be required to supply the entire development with

scheme water.

The Water Corporation have further advised that water resource planning in this region is due for a review within the

next 6 months. A formal Local Structure Plan or Western Australia Planning Commission (WAPC) subdivision

application will need to be lodged for the Water Corporation planning to consider this development in their review.

Providing scheme water will be the most reliable option for the development.

Wastewater

The Water Corporation do not have a gravity wastewater system in the vicinity of the site. The nearest gravity system

is located approximately 1.2km east of the Site.

Gravity systems is not efficient in rural lots due to large lot sizes with minimal inflow. As a general rule, the Corporation

is required to design a connection capable of serving the entire lot as they are not able to dictate position of facilities

requiring wastewater service. The low flow means that the sewer pipes needed to be graded steep to prevent

blockage. In context, a 200m long x 100m wide (2ha) lot would require a 5m deep property connection at the lot

frontage. A memorial on titles can be included to notify owners limits of wastewater serviceability. However, a far more

effective and simpler approach is by means of in-situ wastewater management.

LPS5 table 8, item 7 included provisions for in-situ wastewater management. The Department of Health listed a range

of approved wastewater management approach such as septic tanks, Aerobic Treatment Units (ATU) and Alternative

Treatment Systems (ATS).

Geotechnical investigation will be required to confirm suitable effluent disposal approach. If the ground is not

conductive to infiltration, dedicated spray fields may be required.



Power

The proposed development is currently surrounded by overhead High Voltage (HV) infrastructure ranging from a 3

phase distribution line to a 66kV transmission line located north of Kojonup-Katanning Road. According to Western

Power’s Network Capacity Mapping Tool, there is currently 5 to 10MVA of spare capacity within the network (Appendix

H).

According to Western Power’s Design After Diversity Maximum Demand (DADMD) calculator, on average each

dwelling in Katanning utilise 6.2kVa of power and therefore the subdivision would require a demand of 477kVa. There

should be adequate capacity in the network for the development. An application needs to be lodged with WP at a later

stage to confirm the above.

It is anticipated that all lots within the proposed development will be served with underground power. The cost of this

work will need to be met in full by the developer. Western Power may also require existing infrastructure to be

grounded or relocated as several overhead lines cut across the Site.

Standard Western Power requirements will apply including cost for headworks upgrades and exclusions to serve the

site.

Several pad mount sites will be required throughout the development, however, due to the range of sizes of lots

proposed within the development, it is not envisaged that there will be a problem in providing the sites strategically

located to meet both Western Power design requirements and the requirements of the developer.

Telecommunication

It is anticipated that all lots within the proposed development will be served with Telecommunication services. Telstra

services are available all around the Site, refer to Appendix I.

The provider will install telecommunication facilities to the proposed subdivision, subject to the developer providing at

his cost, trenching for cable laying.

Alternatively, where cable routes match Western Power underground power supply routes, the communications

provider will wherever possible use the Western Power trenches in lieu of the developer providing additional trenching.

Headwork charges for Telecommunication services extensions are anticipated. Unfortunately, Telstra do not provide

feasibility assessment for developments in planning phase.

Gas Supply

Dial Before You Dig investigation did not respond with gas infrastructure. It is unlikely for underground Gas reticulation

to be available for the Site.

Future lot owners will have to procure gas bottles from Katanning.



REFERENCES

Shire of Katanning 2013, ‘Town Planning Scheme No.4’

Shire of Katanning 2017, ‘Local Planning Scheme No.5’

Shire of Katanning 2017 ‘Local Planning Scheme No.5, District Scheme ’, sheet 9 of 12.

Government of Western Australia, Geoscience Australia 2011, 'National Elevation Data Audit 2011’, pp. 3.

Brakel A.T, J.S. Moncrieff, Muhling P.C. and Chin R.J. 1985, ‘Dumbleyung Western Australia. Sheet S1 50-07’.

Opus International 2014, ‘Katanning Flood Assessment’, pp 21& 23.



APPENDIX A – LOCALITY PLAN

PERTH OFFICE

P: +61 8 6336 9299

F: +61 8 6336 9288

E: [email protected]

74 GOODWOOD PARADE

BURSWOOD WA 6100

P.O. BOX 134

BURSWOOD WA 6100


Page 12 of 19 Project Number:PC17193

APPENDIX B – SUBDIVISION LAYOUT



APPENDIX C – LPS5 ZONING



APPENDIX D – TOPOGRAPHY

PERTH OFFICE

P: +61 8 6336 9299

F: +61 8 6336 9288


74 GOODWOOD PARADE

BURSWOOD WA 6100

P.O. BOX 134

BURSWOOD WA 6100



APPENDIX E – GEOLOGY

PERTH OFFICE

P: +61 8 6336 9299

F: +61 8 6336 9288


74 GOODWOOD PARADE

BURSWOOD WA 6100

P.O. BOX 134

BURSWOOD WA 6100



APPENDIX F – 1% AEP FLOOD



APPENDIX G – WATER CORPORATION WATER MAINS

PERTH OFFICE

P: +61 8 6336 9299

F: +61 8 6336 9288


74 GOODWOOD PARADE

BURSWOOD WA 6100

P.O. BOX 134

BURSWOOD WA 6100



APPENDIX H – WESTERN POWER NETWORK CAPACITY MAPPING

PERTH OFFICE

P: +61 8 6336 9299

F: +61 8 6336 9288


74 GOODWOOD PARADE

BURSWOOD WA 6100

P.O. BOX 134

BURSWOOD WA 6100



APPENDIX I – TELSTRA TELECOMMUNICATION SERVICE

PERTH OFFICE

P: +61 8 6336 9299

F: +61 8 6336 9288


74 GOODWOOD PARADE

BURSWOOD WA 6100

P.O. BOX 134

BURSWOOD WA 6100

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175.9O51-60

30O1-30

10 MBHJ10 PEHJ2 PRO31-328DEADO41-50

P3519.7134.0

20 PRO21-302DEADO33-40

25J287

44.5

5P50

10 CPFUT MBHJ10 PEHJO41-50

34.0

156.2

P3510 PEMBHJO51-60

T213O31-32

10 MBHJ

10 MBHJO31-328DEADP5021.2

50.0

O21-302DEADO33-4020

O1-2020

239.6284.1

P35

O28-29

23.0J289

2x20 2O21-302DEADO33-40O1-20

3.320 PRO1-20

EJEJ

50 PEHJ50 121.0

CMC

1DEAD

173.050/0.40 MBHJO301-35050 PR50DEAD

C

282.0

50 PEHJ8 2108.8

O451DEAD

50 PEHJ

O1-50

O441DEAD

O39O46

105.7

2 PEH

J

50 PEHJO1-5031.8

MC

2.03

J400

AABAA100

A100AABA

F KOJD 1611:AB-BB/1-12 12F/- SMOF FNPEHJ/STD <- (AA) c744:Z01/J1-2 2/1.27 PEIQC PECSHJ (AA)

DIST (AA) 2xP35 SUBDUCTS (AA)

F KATX 1702:YY-AB/1-6 6F/- SMOF FNPEFRHJ (AA1)2xP35 SUBDUCTS (BA)

3001:YY-AB/1-12 12F/- SMOF FNPEHJ/STD (BA1)

214.0

C KATX 721:Z01/J1-2 2/1.27 PEIQC PECSHJ 376.0

F KOJD 1611:AB-BB/1-12 12F/- SMOF FNPEHJ/STD <- (AA) c744:Z01/J1-2 2/1.27 PEIQC PECSHJ (AA)

DIST (AA) 2xP35 SUBDUCTS (AA)

F KATX 1702:YY-AB/1-6 6F/- SMOF FNPEFRHJ (AA1)2xP35 SUBDUCTS (BA)

c3001:YY-AB/1-12 12F/- SMOF FNPEHJ/STD (BA1)

0.5---1.5

173.0

8

E5101 1/30F KATX 1702:AB-KTTG/1

WARNING - ELECTRICITY

6

AB6

KTTG

POWER FEED(AA)

E5101:C1-30P19:O1-501893mDA3

P3 80/900 P32

POWER PEDESTALPROSSER ST

199.0

AAP100

AAP100

AAP100

ABP100

ABP100

AAP100

ABP100

AAP100

ABP100

AAP100

ABP100

AAP100

AAP100

AB

AAP100

M

M

M

M

EJ

EJ

EJ

P19:O301-350 50 (AA)c3001:AB-B11/1-12 12F/- SMOF FNPEHJ/STD (AA)

1xP35 SUBDUCTS (AA)

195.150 PR12F/- FNPEHJ/STDP19:O301-350c3001:AB-B11/1-12

0.6---1.2

MC

AB

597.0


J4076

2/0.40

71.0

320.0

P20

MC 196.0

50 PR12F/- SMOF FNPEHJ/STD

P19:O301-350c3001:AB-B11/1-12

P100899.4

P19:O341

1DEAD

P19:O301-350 50 (AB)c3001:AB-B11/1-12 12F/- SMOF FNPEHJ/STD (AB)

6

2xP35 SUBDUCTS (AA) F KATX 1702:AB-AC/1-6 6F/- SMOF FNPEHJ/STD (AA1)F KOJD 1611:AC-AB/1-12 12F/- SMOF FNPEHJ <- (AA2)


P19:O301-330 50 CPFUT (AA) 20DEAD

2xP35 SUBDUCTS (AA) F KATX 1702:AB-AC/1-6 6F/- SMOF FNPEHJ/STD (AA1)


194.029/88/P19:O301-306 P19:O308-309 P19:O312-320 P19:O322 P19:O325-327 P19:O329 7DEAD 1435.4m

2/1.27 PEIQC PJc744:Z01/J1-2

774.0

195.2


1.0513.0

319.0

448.0



1DEAD 6 (AA) P19:O342 3DEAD P19:O346

c3001:AB-B11/1-12 12F/- SMOF FNPEHJ/STD (AA) P19:O331-340 30/0.40 (AA)

20DEAD

T167P19:O331-340

B113001:AB-B11/1-1212F/- FNPEHJ/STD

7.0P50

30/0.4012F/- FNPEHJ/STD

P35

430/0.40P507.0

50.0 307.0

6

169.7

18.5

2/1.27 PEIQC PJc744:Z01/J1-2

10 PRP19:O341-350

0.6---1.2

83.9 66

144.5

116.0

T166P19:O342P19:O346

P356

46.1 P50

3

----1.0

P19:O301-330 50 CPFUT (AB) 20DEAD

286.2

2/1.27 PEIQC PJc744:Z01/J1-2

1.0

601.0

10367.7


6.010 PR

10

P19:O301-330 50 CPFUT (AA) 20DEAD


285.0

2DEAD

2/1.27 PEIQC PJc744:Z01/J1-2

600.0

6

351.5

----1.0 2.02/1.27 PEIQC PJc744:Z01/J1-2

JAMES

RAMSDEN

PROSSER

ST

ILLAREEN

KOJONUP-KATANNING

ST

SHIRLEY

STPROSSER

CURLEW

263858

3850

17

3842L1072DP102395

3802L51DP34416

3729

L50DP34416

133L52DP34416

L440DP257396

L27DP3271

L26DP3271

L25DP3271

8

L23DP327111

99

L607DP222690

8

135

37.510 PEHJ B

10 PEHJO61-7073.0

2 B2 PEHJ125.0

O68-69

10 MBHJC120.0

T225O61

O661DEADO47-48 EJ EJ

EJ

EJ

EJ

EJEJ

EJ

EJ

EJ

20/0.90 173.3

VAC

20/0.90 MBHJ

P50 21.0U/RD26.0

J180OC[ 8mm]OC[ 8mm]

112.020/0.90P5021.0

P35 12.0U/RLYP50 9.0U/RLY

20/0.

90

10/0.4028.05 P203.0 T140O115O11820/0.90

68.0

20/0.

90

J1775

94.1

OC[13mm]

OC[13mm]

OC[17mm]

OC[13mm]OC[17mm]OC[10mm]4xOC[ 4mm]

MC

26.8

OC[17mm]96.9

2

2P3546.1

5P20OC[10mm]

OC[11mm]P2021.8

20.0133.0

4xOC[ 8mm]

B

P35

2J179P20 P20

OC[13mm]

P35

OC[ 8mm]

OC[ 8mm]

115.8

115.8

P20

1P2010.4P20OC[ 8mm]

OC[12mm]

OC[13mm]

77.5

4xOC[ 6mm]29.13

76.5

2xOC[ 6mm]1

11.676.5

OC[13

mm]

OC[13

mm]

3OC[13mm]MC

75.0

OC[ 8mm]OC[ 8mm]

OC[ 8mm]1

4.8P203xOC[ 8mm]2OC[ 8mm]2 P20

9.9OC[ 8mm]

7.6

T139OCOC[ 8mm]

4xOC[ 8mm]

40.02

2 P20

OC[10

mm]

OC[13

mm]

WARNING-ELECTRICITY

OC[ 8mm]PTO130

107.05J181P3

5

OC[ 4mm]

44.0

OC[13

mm]

OC[13

mm]

OC[13

mm]

45.4

9.6OC[14mm]

OC[ 8mm]

3xOC[ 9mm]

77.3

OC[14mm]

5 26.0P35

B3

185.0

OC[ 8mm]

30.0OC[14mm]

B22.0OC[13mm]P35

144.7

OC[13mm]

P50

5

T246OC

94.0

OC[10mm]

P35

2

OC[ 9mm]72.0

OC[14mm]

OC[14

mm]

62.0 P5

0

5

14.0

OC[13

mm]

P35

104.0

OC[14

mm]

43.0 4

OC[14

mm]

P100

4

127.2

OC[14

mm]

P50OC[ 8mm]

OC[13

mm]

39.0

OC[13

mm]

P50

348

.8 98.0

O101

-120

20/0.

90

2xOC

[13mm

]P5

0

337.5

2xOC[13mm]

3P100

P50

123.4

2xOC[1

3mm]3

P50

2xOC[13mm]

350.3

2xOC[13mm]

P50

P50

3

98.8

67.0

OC[14

mm]

P20

20/0.90193.0

OC[10mm]

OC[13mm]

95.5

P50

3

P50OC[10mm]

J182

P20

OC[13mm]

46.0

T141OC

OC[10mm]

OC[13mm]

OC[10mm]

OC[13mm]

3

P50

82.5

OC[ 8mm]

P30 6.0OVER DRAIN41.03P2027.0

P20OC[ 8mm]206.0

90.0

EXTN

46.2OC[ 9mm] OC[ 4mm]

EJEJEJ

EJ

EJEJ

EJ

EJ

EJEJ

EJ

EJ

2

2

145.0

O51-60184.510 CPFUT PEMBHJ

P202

O51O59

2

2

50 40.5-SP-

2DEAD

5DEADO464DEAD

10 PEHJ5

213.6

O41-455DEAD

138.6

O601DEAD

O581DEAD

2 79.0P20

210 CPFUT PEMBHJ

O51-60

2 PEHJ62.1 5

22.1P50

145.5

130.0

30.410P50O41-482DEAD5

10 PEHJ

10 PRO41-482DEAD

2 PEHJ47.5P50

149.0 20 PEHJO41-602J2882/0.40

517.0

21.5P502/0.405 2/0.40P50 57.0

CJ52:O171DEAD

CJ52:O161DEADE52:C4

22/0.405J296O41-455DEADT243O41-45

P20 10 65.0 19.4P35

10DEAD10 PEHJ

10/0.

4045.02

P20

114.6

P20

96.610DEAD10 PEHJ

62.02

J29510 PEHJCJ52:O11-20

20.0P35

CJ52:O13CJ52:O18E52:C8

2/0.40

1DEAD1DEAD

24.02

O461DEAD

30.0

2

P10

2 PRP3520.2

2

10 PEHJCJ52:O11-20P3520.5

173.0

CJ52:O201DEAD

CJ52:O11-2010 PEHJ

73.0

P202

10 PEHJCJ52:O11-20P3520.0

CJ52:O1-1010 PEHJ

10 PEHJCJ52:O1-1021.7P35

10 PEHJCJ52:O1-10

20 PEHJCJ52:O1-20P35J294 26.6

110.6

109.6CJ52:O1-2020 PEHJ

5 P5020.02/0.405

2

110.6CJ52:O1-2020 PEHJ

80.05

P20

5 P50279.0

2

O581DEAD

O52O54

20 PEHJ

5

2/0.40

2174.2

O41-6020 PEHJ

2

P50 32 24.3133.0J3612

3

18.3P502 PR

O41-6020 PEHJ10/0.4010DEADP5018.1

20.0

O501DEAD

2DEAD

P20

O491DEAD

CJ52:O91DEAD

CJ52:O1-2020 PEHJ

CJ52:O31-40 211.2

280.0

3

20 PEHJCJ52:O1-2056.5

CJ52:O1-2010

3.520 MBHJCJ52:O1-20 CJ52:O1-2020 PEHJ

109.6J293

20 PEHJCJ52:O1-2026.6P35

O21-22

5/0.40

150.0

T205O24

O251DEAD

O55O53

64.3

2/0.90

PEH

J

55

99.5

CLPT216O54

82.0

10 M

BHJ

2x10 PEMBHJO51-60O41-5094.7

2x10 PEMBHJ

2

O41-50O51-60

120.0

10/0.

4010

DEAD

P20

CJ52:O411DEAD

O561DEAD

20 PEHJO1-20

2

3J292

21.0P352 PEHJ10 PRCJ52:O31-40

3

OC[ 6mm] 24.9

OC[13

mm]

OC[10

mm]P50OC[ 6mm]

5 67.2

P50

OC[ 4mm]342

.4

T203OC14.

0

P50

OC[13

mm]

OC[10

mm]

OC[13mm]

P50

P203

AAP80

AAP80P100

AAP100

MM

M

M

MM

M

MM

MT

MT

- 4

--

1608.0

1615.0 5-

- 6-1752.0

12

1542.01543.0-

-----

1549.03

1908.0

1981.0

7--

9

--

-

10-2071.0

11

--

2230.0

1.2--7.9

c704:M1-28 28/0.64 PIQJ PJ

82.4

529.0

5

c704:M1-28 28/0.64 PIQJ PJ

84.0

1708:YY-AN/1-36 36F/- SMOF FNPEHJ (AA)7xOC (AA)

1708:YY-AN/1-36 36F/- SMOF FNPEHJ (AA)2xOC (AA)

77.53

76.5

3

3

26.4

3

1.2----13.774.0

6

125.0

6P5

0

BJ

897.0

C KATX 712:ZO1/J1-2 2/1.27 PEIQC PECSHJ

28LEFT IN SITU 28/0.64 PIQJ PJ

1708:YY-AN/1-36 36F/- SMOF FNPEHJ (AA)

c704:M1-28 30/0.64 CPFUT MBHJ <- (AA) 2DEAD

340.0

CAPR18C KATX 704

c704:M1-28 28/0.64 PIQJ PJ

c704:M1-28 30/0.64 CPFUT MBHJC 2DEAD GW 8.7


AN

9

1708:AN-INT4/1-36 36F/- SMOF FNPEHJ

c704:M1-28 28/0.64 PIQJ PJ

257.5

8.7

8.7

55


c1708:AN-INT4/1-36 2230m

c704:M1-28 30/0.64 CPFUT MBHJC 2DEAD GW 40.0

1.2----15.2

69.4

269.0

INT4

540.05

40.0

1.2----12.8

354.5

c704:M1-28 28/0.64 PIQJ PJ

C KATX 712:ZO1/J1-2 1m

6

C KATX 712:ZO1/J1-2 2/1.27 PEIQC PECSHJ

MT

MT

MT

M

M

EJEJ

EJ

2230.0

11-

-

--

11A

--

11B

2387.0

2417.0

2468.0

12

--

P16:O101-120

20/0.90

36F/UNKNOWN SMOF FNPEHJc1708:INT4:AM/1-36

c1708:AN-INT4/1-36 2230m

351.8

20/0.903.4

P35 18.7

D5

45.0P35

T178OC

OC[10mm]30.0P35

OC[10mm]10.0

P20

10.0

P35

22

35.7

OC[10mm]P35

C KATX 712:ZO1/J1-2 1m

2/1.27 PEIQC PECSHJC KATX 712:ZO1/J1-2

1.0

6 CA

MARTINS

CREEK

ST

ARNOLD

STST

LANGLE

Y

ST

ST

ST

BAY

BARCLAY

BAY

BOKA

RUP

ST

HWY

ST

GREAT SOUTHERN

ST

ST

CORN

WAL

L

CORNWALLST

HWY

MCLE

OD

ST

MCLEOD

GREAT SOUTHERN

ST

ANTONIOMCLEODST

CURLEW

TUCKER

STRICKLAND

ST GULLEYST

ST

STWANKE

ST

FLUGGE

TREE

L546

P1867

37

2L20

6L30

2

L9243

L1024

4

143L13 152

150

278L11

151L140

L983R31515

155

154L142

SITE2

2

SITE14

SITE21 46

SITE20 SITE23SITE19

SITE12 SITE13

68SITE24SITE25

SITE9 SITE

18

SITE16SITE17SITE8

SITE7

SITE164

SITE11

SITE3

SITE2

SITE15SITE10

SITE6

SITE5SITE4

L145DP222687

46L7

72

L146DP222687

L1039R45332

78

92L873

41

L964DP102394

L1010R31076

L994DP214737994

1322

26

3864

PUBLIC RESERVEL995R27092

L14DP3271

L603DP13501528497

2852

0

L605DP135015

L3

HSE1

81

109

78

86

L1D64302

L602R12424

L1D271

48

L4D563

25

L890DP141934L889DP141934

119

45

120

108

79613

120

L885DP141934

124

117

L639DP222690

L8DP3271L17DP3271

L18L7DP3271L6DP3271L19DP3271

L25D16035

6064

L16DP3271L9DP3271

L301DP300794

50L618DP222690

L612DP222690L617DP222690

L610DP22269047

1232

33402625

2118

24 2916L621DP222690

EJ

EJ

USED EXISTING 21.0 650x2U/RLYOC[16mm]

OC[16mm]

P100

66

OC[16mm]

21.0

P35

3

OC[10mm]OC[16mm]

44.6 J3943 P100

5

42.0

5 P50OC[16mm]

38.0

105.3

P20

2J15538.0 P35

OC[13mm]OC[12mm]

P352

OC[13mm]OC[12mm]

40.0

2OC[13mm]OC[12mm]55.3

T9OC

241.6 P35

OC[ 6mm]55.0

OC[14mm]2 57.7OC[14mm]

2xOC[10mm]P35P35 60.3OC[10mm]

P3527.1

60.36

P35

89.0OC[ 6mm]

2xOC[10mm]

OC[10mm]

T6OC

EXTN

P50OC[16mm]

5

36.2

T208OC

P20OC

[16mm

]OC[ 4

mm]

3

P20

67.73 P50

36.5

OC[10mm] J359

OC[13

mm]

76.0OC[13mm]OC[12mm]

P35

P50

T108OC

72.5OC[10mm]

OC[14mm]

597.8

J156

OC[ 9

mm]

236.0

OC[14mm]

529.0

OC[ 9mm]104.0

J157

OC[ 9mm] 70.0

BAGI50 MT

MT

MT

MT

MT

MT

TP

--

6.0-

-

4.0--

1731

7.0

4.0--

4.0--

1766

4.0

1750

0.0

17059.0 4.017000.0

2.0

4.0--

1783

4.0

32F/UNKN SMOF FNPEHJF MOJB 2003:AH-INT3/1-32

6

6

21.0

CA

C KATX 720:Z01/J1-2 2/1.27 PEIQC PJ (BA)ABANDONED TRUNK KATX 728 14/0.90 PIQC PJ(BA)

32F/UNKN SMOF FNPEHJF MOJB 2003:AH-INT3/1-32

F MOJB 2003:AH-INT3/1-32 17834m

838.0

C KATX 720:Z01/J1-2 2/1.27 PEIQC PJ ABANDONED TRUNK KATX 728 14/0.90 PIQC PJ

8C KATX 720:ZO1/J1-2

906.0

C KATX 720:Z01/J1-2 2/1.27 PEIQC PJ ABANDONED TRUNK KATX 728 14/0.90 PIQC PJ

AAP50

AAP50

M

M

MT

MT

MT

MT

M

M

MT

M

MT

EJ

EJ

EJ

EJ

EJ

17834.0

18

-

19-

--

17

--

3308

.0

3509

.0

2629.0

-

13

-

14--

2789.0

15A

-15

-

2948

.0

- -

3028

.0

3106

.0

16

--

3709

.0

3913

.0

20

--

22

--

4117

.0

23

--

4273

.0

4273.0--

F MOJB 2003:AH-INT3/1-32 17834m

20/0.90

P16:O101-120

910.0909.0

174.0

P16:O101-120

10/88/P16:O105-108 1DEAD P16:O114

P16:O116-118 P16:O111

600.0

P16:O101-12020/0.90 36F/- FNPEHJ

1708:INT4-AM/1-36

C KATX 712:ZO1/J1-2

181.8

2/1.27 PEIQC PECSHJ

28 PIQJ PJc704:M1-28

20/0.90

1.0

c1708:INT4-AM/1-36 36F/- SMOF FNPEHJ (AA)

C KATX 712:ZO1/J1-2

2/1.27 PEIQC PECSHJ

20/0.90

P16:O101-1201678.5 4.5

28 PIQJ PJ

536.0

9AM1AM

BJ7

CA

2/1.27 PEIQC PECSHJC KATX 712:ZO1/J1-2

c1708:AM-AL/1-36 36F/- SMOF FNPEHJ (AA)

4.5

374.0P16:O101-12020/0.90

908.0

C KATX 712:ZO1/J1-2

CREEK

36F/UNKNOWN SMOF FNPEHJc1708:AM-AL/1-36

C KATX 712:ZO1/J1-2

2/1.27 PEIQC PECSHJ

540.0

325.2

c704:M1-28

ST

POLICE POOLS

ST

CR

ST

DAPING

QUARRELL

POLICE POOLS

RD

GREAT SOUTHERN

HWY

30L27

L16DP1358416L7L6DP13368

1

L17DP13584

28L1017

L11P13368

22

5

L5

LN508

L508

L1D30714140

LN138

L32D93793

L31D93793

L255DP227407

L4

76L519DP257402

28694

LN4932

LN4931

L4937DP227775

L4934DP227775

Project Title: Engineering Servicing Report PC17193

Documents

Transcript of Project Title: Engineering Servicing Report PC17193