SUNDEW PARADE Notes Site Plan MAYFLY AVENUE Scale …

8

915

16

1

1

233

3

1

4

355

1410

1411

32

8

915

203

359

355

5

4

6

8

10

14

21

36

14

16

7

28

13

2

4

22

4

6

201

9

1

5

3

7

9

1

1

4

6

10

8

12

1

4

3

197

28

5

26

24

22 20

18

16

2

20

18

1

4

169

1

4

10

3

2

5

6

7

8

9

10

12

11

14

13

1

6

15

18

17

20

2

2

1

9

24

21

4

8

26

6

2

4

6

2

4

8

12

1

12

3

5

1

0

12

14

16

18

20

14

10

178

12

7

9

1

1

13

16

1

17

9

1

8

3

6

38

4

0

4

2

1

6

2

3

21

1

9

7

9

1

1

1

3

1

5

1

2

1

7

1

9

4

6

8

1

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28

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1

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34

3

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7

9

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22

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8

1

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1

2

1

4

1

6

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1

8

8

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8

887738

LOT 2406

LOT 2407

LOT 2409

LOT 2414

LOT 2416

LOT 2417

LOT 2410

LOT 2411

LOT 2412

LOT 2413

LOT 2421

LOT 2420

LOT 2419

LOT 2418

LOT 2422

LOT 2423

LOT 2424

LOT 2425

LOT 2426

LOT 2427

LOT 2428

LOT 2429

LOT 2415

LOT 2408

LOT 2405

LOT 2404

LOT 2403

LOT 2402

LOT 2401

40

90

89

55

13

8

61

60

4645

42

28

19

17

16

12

10

6

5

4

3

88

9

63

62

59

58

54

53

30

29

25

24

20

7

65

64

4948

47

18

15

11

2

1

31

26

22

21

57

56

41

32

27

23

14

/

/

/

/

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36127

36126

36132

938638

938631

938637

938651

938642

938650

938656

938655

938665

938729

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T 2406

LO

T

2407

LO

T 2409

LO

T

2414

LO

T 2416

LO

T 2417

2029

2028

2026

2027

2025

2024

2023

2022

2021

2020

2019

2018

2017

2016

2015

2014

2013

2012

2011

2010

2009

2008

2007

2006

2005

2004

2003

2002

2001

2052

2030

2031

2032

2034

2035

2036

2037

2038

2039

2040

2041

2051

2050

2049

2048

2047

2045

2044

2043

2042

LO

T

2410

LO

T

2411

LO

T 2412

LO

T 2413

2067

2066

2065

2068

2069

2064

2063

2070

2071

2072

2074

2075

2076

2077

2078

2079

2080

2082

2081

2084

2116

2115

2085

2086

2087

2088

2089

2090

2091

2092

2094

2095

2096

2097

2098

2099

2100

2101

2102

2103

2104

2105

2106

2107

2108

2109

2110

2111

2112

2113

2114

2143

2142

2141

2140

2139

2138

2137

2136

2135

2134

2133

2132

2131

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T 2421

LO

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2420

LO

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2419

LO

T 2418

2130

2129

2128

2127

2126

2125

2124

2123

2122

2121

2120

2119

2118

2148

2149

2150

2151

2152

2153

2154

2155

2156

2157

2158

2159

2160

2161

2162

2163

2164

2188

2187

2186

2185

2184

2183

2182

2181

2180

2179

2178

2177

2176

2175

2174

2173

2172

2171

2083

2053

2054

2055

2056

2057

2058

2059

2061

2062

2033

2046

2060

2073

2093

2352

2353

2354

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2351

2350

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2423

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2349

2348

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2347

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2345

2344

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2362

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149804

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Substations

Underground

Overhead

General

5 6

Local Government Area

7 8

Checked

HV OP Diagram

UBD/Penguin Ref No.

HV Switching

AM Project. No.

CAP / SAMP No.

Work Orders

GIS Map No.

Drawn

Date

Design

9 10

DO NOT

SCALE

11

Sheet No of Sheets

12

A1

H

G

F

E

D

C

87 109 1211

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A

AM

EN

DM

EN

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Orig

in

al Issu

e

G

F

E

D

C

B

A

652 431

2 431

B

A

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF

ENDEAVOUR ENERGY AND

MAY NOT BE COPIED,

REPRODUCED,

DISTRIBUTED, LOANED OR

USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

TE

MP

LA

TE

V

ER

SIO

N N

o.

DIMENSIONS

IN

METRES

ORIGINAL

SCALE

Reference Drawings

#3637

RICHMOND ROAD

MARSDEN PARK

URS20371

RESIDENTIAL SUBDIVISION

LOT 3 DP 1225885

ELECTRICAL RETICULATION

509324 A

1 4

Z MOORE

Z MOORE

27.02.2018

1:1000

URS20371

2017/04850/001

C11 126

U82674

MARSDEN PARK

BLACKTOWN CITY

URS17427500805A RETIC




60747

4.3

M.J.B

POWER LINE DESIGN PTY LTD

PO BOX 338 Mittagong NSW 2575

Ph (02) 4872 1920 Fax (02) 4872 1240

Accredited Designer Number 2486 / ABN: 33107 591 846

THE PREPARATION OF THIS DESIGN HAS BEEN

UNDERTAKEN GIVING DUE CONSIDERATION TO THE

EXISTING SERVICES. THE PROJECT CONSTRUCTOR IS

WHOLLY RESPONSIBLE FOR VERIFYING THE EXACT

LOCATION OF EXISTING SERVICES AND PERMANENT

SURVEY MARKS PRIOR TO COMMENCING

CONSTRUCTION. NO RESPONSIBILITY OR LIABILITY

WILL BE ACCEPTED BY THE DESIGNER OF THIS

PROJECT FOR DAMAGE TO EXISTING SERVICES AS A

RESULT OF THIS DESIGN.

N

Michael Baranowski Michael Baranowski

27.02.2018

.

This design complies with Endeavour Energy's relevant standards as current at this

time & as listed on the Endeavour Energy Accredited Service Provider's Internet

site. These standards include, but are not limited to:

· CP: Connection Policy,

· EMS: Environmental Management Standard,

· MCI: Mains Construction Instruction,

· MDI: Mains Design Instruction,

· PDI: Protection Design Instruction,

· SDI: Substation Design Instruction,

· SAD: Design Drawing Standard,

· MMI: Mains Maintenance Instruction,

· SMI: Substation Maintenance Instruction,

· LDI: Public Lighting Electrical Design Element.

·

Additionally, where relevant, the design complies with AS/NZS7000 "Overhead Line

Design - Detailed Procedures" published by The Australian Standards.

Power Line Design Pty Ltd indemnifies Endeavour Energy for any loss or damage

resulting from non-compliance of the design with the above standards.

Service Provider Number: 2486

Name:

Signed:

Date:

DESIGN COMPLIANCE AND INDEMNITY

R

I

C

H

M

O

N

D

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E

L

A

R

A

B

V

D

Locality of Development

17. Existing Assets:

Have all the existing assets been field checked and are accurate at the time of

design? YES

16. Telecommunications:

Telecommunications assets are NOT effected by the proposed works.

15. Heritage:

If during construction of this project the constructor or developer becomes aware

of any previously unidentified heritage object(s), all work likely to affect the

object(s) shall cease immediately, and the Heritage Council of NSW shall be

notified immediately in accordance with Section 146 of the Heritage ACT1977.

Works shall not recommence until written authorization from the heritage council

has been issued.

14. Aboriginal Heritage:

If during construction of this project the constructor or developer becomes aware

of any previously unidentified Aboriginal Object(s), all work likely to affect the

object(s) shall cease immediately, and the Office of Environment & Heritage shall

be notified immediately in accordance with section 89a of the National Parks &

Wildlife ACT 1974. Works shall not recommence until written authorization from

the NSW Office of Environment and Heritage has been issued, in addition to

written consent from the local aboriginal land council.

13. Pollution Controls:

All the requirements of the Environmental Protection Authority pollution

control legislation is to be strictly adhered to.

12. Environmental Management plan:

EMP EMS0001 is part of this design (refer to EIA for details).

11. Operational Limitations:

Unless approved otherwise, interruption to any customer's supply must be

avoided. the following alternatives should be considered:

· mobile generators and substations,

· live line work,

· design alternatives,

· low voltage parallels,

· work practices/standards.

the cost is to be funded by the customer/developer.

10. Reimbursements:

Reimbursements will be paid to the nominated party on the letter of intent after

the works have been competed and the letter of acceptance has been issued.

The reimbursed amount is shown in the "Funding Arrangements for Scope of

Work table" . Any disagreement with the amount should be resolved with

Endeavour energy prior to the commencement of works.

9. Material Quantities Specified on this Design:

The quantities or dimensions specified on this design are based on design

information supplied and site conditions at the time of the design. As quantities

and dimensions are subject to change, the Constructor must check all quantities

and dimensions on site prior to tendering and prior to construction.

8. WARNING:

Live Endeavour Energy cables & other services in this area.

Please contact "Dial Before You Dig" on telephone: 1100 for searches two days

prior to excavation.

7. ATTENTION:

The preparation of this design has been undertaken giving due consideration to

the location of existing services. The Constructor is however responsible for the

verification of services and permanent survey marks prior to the commencement

of construction. No responsibility nor liability will be accepted by the designer for

damage to existing services as a result of this design.

6. ATTENTION:

All services searches must be checked before construction.

5. ATTENTION:

Permanent survey marks may exist in this area, these are to be located by a

surveyor prior to commencement of work.

4.

Accredited Service Provider to notify Endeavour Energy asset data customer

department daily when cable works is in progress. (ph. 131 081).

3.

Design certification shall lapse where:

(i) notice of intent has not been received within six (6) months of this certification,

or

(ii) construction has been interrupted for more than six (6) months.

where design certification has lapsed the design must be resubmitted for

certification by the accredited designer.

2.

Endeavour Energy Contact Phone: 131081.

1.

This drawing is to be read in conjunction with the relevant Endeavour Energy

Network Standards and Connection Policy.

Notes

Substation

N/ALV Mains

HV Mains

Asset

Asset Cost

Estimate ($)

Unit

Quantity

Net Asset

Capacity (kVA)

Original Customer

Utilization (kVA)

Maximum

Reimbursement

Amount ($)

Pro-Rata Reimbursement for Customer's Load under 50kVA

Pioneer Cost Share Reimbursement SCHEME - Expiry Date : N/A

AUTHORISATION OF ESTIMATE VALUE

OF ENDEAVOUR ENERGY FUNDED ASSETS

Signed:

Print Name:

Service Number:

Funding Amount: $

Date:

This Certification is issued subject to Endeavour Energy's

Standard Certification Terms.

Amendment:

Date Approved:

Examiner's Signature:

Print Name:

CERTIFIED BY ENDEAVOUR ENERGY

Site Plan

Scale 1:1000

This Approval is issued subject to Endeavour Energy's General Terms & Conditions for Connection of

Public Lighting and is specifically for drawing No. ______________ Amendment _____ .

Reviewers Name:

Date Approved:

Reviewers Signature:

APPROVAL TO CONNECT TO PUBLIC LIGHTING

WARNING

A current services search of all

utilities must be carried out prior to

the commencement of works.

WARNING

Existing live electrical assets located

in this vicinity, appropriate safety

precautions must be utilized.

WARNING

High Pressure Gas Assets in this

area. constructor to contact Jemena

on ph 1300 665 380 prior to the

commencement of works.

WARNING

Telstra assets in this area.

Constructor to contact Telstra on

ph 1800 653 935 prior to the

commencement of works.

Vegetation

Vegetation to be cleared in

accordance with Endeavour Energy's

documents MMI0013 and EMS0004

"Vegetation Management".

Final Ground Level

The constructor is to confirm finished

ground level with the developer prior to

the commencement of construction.

Streetlight LV Supply

All active conductors extending from

LV pillars to service streetlight

columns to be fitted with a 16A in

line fuse.

Painting of Columns

Local council requires a certificate

from the manufacturer supplied

confirming the power coated columns

are in accordance with the

requirements of AS/NZ 4506-2005.

AS 2700S - 1996 (N61)

Streetlight Columns

All streetlight columns are to be

installed 350mm from the property

boundaries unless otherwise

indicated.

Proposed Ducts/Conduits

All Proposed 125mm ducts / conduits

are to have a minimum 750mm cover.

(in accordance with MDI0028)

Existing Conduits

All conduits are to be mandrelled,

proven clear, free of foreign material,

and deformation prior to the

installation of cables.

Service Ducts

The end of service ducts must not be

placed under proposed driveways.

(Refer to Developers Representative

for details for details)

Cable Pulling

The cable pulling tension must not

exceed 80% of the manufactures

maximum tension (Refer MDI0028).

Level 1 ASP to confirm maximum

cable tension with the cable

manufacturer prior to installation.

Breakaway Links

Breakaway links must be used during

each cable pull. The link must be of a

lesser value than the maximum cable

pulling tension (Refer MDI0028).

Pulling Compound

A cable pulling compound with a

coefficient of friction less than 0.2

must be used on all cable pulls

greater than 25m.

DBYD searches indicates the presence of services

within the proposed work-site. The Level 1 ASP

/Constructor is to confirm the location of "all" services

prior to the commencement of works.

Ref: 13598570 Date: 29 Jan 2018

DIAL BEFORE YOU DIG

Minimum Bending Radius

Minimum Bending Radius for (U72) cable:

* 1950mm during mechanical installation,

1170mm when installed by hand.

URS20371 2017/04850/001

2401-2429,

Residue lots

2357-2362

29

Winten Property Group

Tana Sainsbury

(J Wyndham Prince Pty Ltd)

(02) 4720 - 3319

C.A.P. No. File No. Lot Numbers No. of Lots

Developer Developers Representative

Contact No.

This Drawing Supplies 29 Lots (Subdivision of Lot 3, DP 1225885)

Duct Usage Charges

Under Projects URS14178 (Stage 1),

URS16040 (Stages 12 & 12A),

URS14838 (Stage 6) No

reimbursement was claimed.

Under (UCS0419) Duct

re-imbursement was claimed for the

sections U2 - U6.

M

A

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S

D

E

N

P

A

R

K

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O

N

E

S

U

B

S

T

A

T

I

O

N

LEGEND

Existing Underground Cable/s

Existing Conduits (Ducts)

Install Proposed Conduits (Ducts)

High Voltage Trenching

/ / / / /

Low Voltage Trenching

Street Light Trenching

Lay 40mm P.V.C. Service Conduits

Proposed Pillar Excavation Location

Existing Pillar Location

Proposed Column Excavation location

- 5.5m Enlarged Base Column & 3.0m Eden Outreach

- Type 2 Ragbolt (Type 2 Footing)

- Colour Powder Coated Black

Existing Column

Establish Proposed Padmount Substation

Customer Connection Point (CCP)

Install Proposed Street Light Lantern

17W StreetLED Luminaries

Existing Street Light Lantern

Existing Padmount Substation

M

cA

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Safe Design Report

12 FEB 2018

Summary Environmental Report part of EMS 0001

12 FEB 2018

Document Name Notation Date

The Certification of this project is supported by the following key documents

KEY DOCUMENTS TABLE

NUL0572 500653A RETIC

URS16140 408751A RETIC

URS20371 509323A DTE


NIL

All other works and materials including but not

limited to:

· Excavation & Trenching,

· Under-bores,

· Duct Installation,

· Cable Installation (Pulling & Laying),

· Cable Jointing,

· Installation of Earthing,

· Removal of Redundant Assets.

NIL

Assets to be Returned to the nearest Endeavour

Energy Depot by Level 1 ASP.

30 June 2018

Endeavour Energy Funded & Level 1 ASP

Constructed - Reimbursement (exc GST)

Co-ordination Supply Required Date

NIL NIL

NIL

Customer Funded Contestable Works

Existing Duct Usage Charges (exc GST)

Works Required Prior to

Completion of Customer

Contestable Project

Works Required in

Association of Customer

Contestable Project

· All works associated with the inspection, testing,

switching and the commissioning associated with

this project.

Including but not limited to:

· Pegging of easements, property boundaries and

infrastructure locations,

· Provide Site Access,

· Own Service and Service connections,

· Confirm ground levels.

Endeavour Energy Funded & Constructed

NIL

Endeavour Energy Supplied Materials

Customer Funded

Non-Contestable Works

Customer Funded

ASP Level 1 Electrical Works Customer

FUNDING ARRANGEMENTS FOR SCOPE OF WORKS

URS19233 505358C DTE

Streetlight

Ensure all streetlight columns

comply with MDI0028 clause 4.10.

NOTE

URS19233 (Newpark Precinct 2 -Stage 1) is required

to be constructed prior to this design being

constructed on site.

17W

URS19233 505359C RETIC

Total 460 m

Roadcrossing Trenching

132 m

Street Light Trenching

0 m

Low Voltage Trenching

297 m

High Voltage Trenching

31 m

Trench Length

WAE LEGEND

PVC DUCTS (TRENCH)

PVC DUCTS (UNDERBORE)

QUALITY LEVEL DATA POINT

PL PROPERTY LINE

DE DUCT END

UB UNDERBORE END

WAE NOTES

1. ONLY CHANGES MARKED UP IN RED ARE PART OF THIS

ASSET RECORDING.

2. ALL SURFACE ASSETS WERE RECORDED AT LEVEL

QUALITY 'C'.

3. DUCT TABLE HAS BEEN AMENDED AS PER INSPECTION.

REFER TO DUCT SCHEDULE FOR DETAILS.

INSPECTED BY .....................................................

WORKS COMPLETED ..........................................

WORK COMPLETED / FIELD BOOK

ASSET RECORDING

I ................................................................................

OF ..........................................................................

CONTACT No ..........................................................

SIGNATURE .............................. DATE ................

SIGNATURE .............................. DATE ................

HEREBY CERTIFY THAT ASSETS MARKED AS-BUILT

ON THIS DRAWING HAVE BEEN RECORDED AS PER

ENDEAVOUR ENERGY STANDARD SAD 0004.

CONSTRUCTED BY ...............................................

SIGNATURE .............................. DATE ................

C.J. DOYLE CONTRACTING


CHRIS JOWETT

CHRIS JOWETT30/10/18

30/10/18

MICHAEL WIER

MICHAEL PULLING

MICHAEL PULLING

8784-1931

ALIGNMENT OF ROAD BEGINNING

AT LOT 2405 CHANGED TO MATCH

CORRESPONDING SIDE.

17W

17W

17W

17W

17W

17W

17W

17W

17W

17W

17W

17W

17W

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R

E

E

T

TE

A

TR

E

E

A

V

E

N

U

E

TW

INE

ST

RE

ET

TE

A

TR

E

E

A

V

E

N

U

E

E

LD

E

R

B

E

R

R

Y

S

T

R

E

E

T

F

R

E

E

S

IA

S

T

R

E

E

T

M

cA

LIS

TE

R

P

A

R

A

D

E

M

A

Y

F

LY

A

V

E

N

U

E

P

A

S

S

IO

N

F

LO

W

E

R

S

T

R

E

E

T

B

O

LW

A

R

R

A

D

R

IV

E

B

O

LW

A

R

R

A

D

R

IV

E

O

O

O

O

O

O

O

O

O

R

S

T

U

V

T

R

F

R

S

T

U

V

T

R

F

R

S

T

U

V

T

R

F

PEPE

L

C

272960

938631

PEPE

L

C

272966

938637

PEPE

L

C

272965

938636

PEPE

L

C

272964

938635

PEPE

L

C

272961

938632

PE

L

C

272972

938643

PEPE

L

C

272963

938634

PEPE

L

C

272962

938633

PEPE

L

C

272967

938638

PEPE

L

C

272974

938645

PEPE

L

C

273054

938725

PE

L

C

273056

938727

PEPE

L

C

272971

938642

PE

L

C

273057

938728

PE

L

C

272975

938646

PE

L

C

272973

938644

PE

L

C

272976

938647

PE

L

C

272977

938648

PEPE

L

C

272978

938649

PEPE

L

C

272979

938650

PEPE

L

C

272980

938651

PE

272988

938659

PE

L

C

272989

938660

PEPE

L

C

273058

938729

PE

L

C

272986

938657

PE

L

C

273053

938724

PE

L

C

272985

938656

PE

L

C

272987

938658

272990

938661

PE

L

C

272991

938662

PEPE

L

C

272992

938663

PEPE

L

C

272993

938664

PEPE

L

C

272994

938665

PE

L

C

273000

938671

PE

L

C

273021

938692

PE

273020

938691

TR

F

Existing

PMS No. 36132

Category 1 (FFIFF)

LV Switchgear

Existing

PMS No. 36014

Category 1 (FFIFF)

LV Switchgear

Existing

PMS No. 36126

Category 1 (FFIFF)

LV Switchgear

Existing

PMS No. 36127

Category 1 (FFIFF)

LV Switchgear

Proposed

PMS No. 36129

Category 1 (FFIFF)

LV Switchgear

PE

L

C

273027

938698

PE

L

C

273001

938672

PE

L

C

273024

938695

PE

L

C

273023

938694

PE

L

C

273022

938693

273019

938690

Vd= 5.6V

Vd= 6.1V

Vd= 8.1V

Vd= 5.8V

Vd= 4.1V

PEPE

L

C

272959

938630

Vd= 4.8V

S

149785

149784

149783

149790

S

149799

S

149802

S

149803

149804

149805

S

149814

S

149873

149872

S

149816

149871

M

cA

LIS

TE

R

P

A

R

A

D

E

M

cA

LIS

TE

R

P

A

R

A

D

E

M

cA

LIS

TE

R

P

A

R

A

D

E

149791

S

149786

149788

S

149787

Vd= 5.9V

149796

149818

149817

Vd= 4.4V

PE

L

C

278752

949930

PE

L

C

278750

949928

PE

L

C

278748

949926

PE

L

C

278753

949931

PE

L

C

278751

949929

PE

L

C

278749

949927

154607

X

X

X

X

X

X

X

X

X

X

O

O

O

O

//

//

154608

X

X

X

X

X

X

X

X

X

X

X

X

X

X

//

X

X

X

X

X

X

X

X

X

X

X

X

154609

O

O

O

O

O

O

O

X

X

X

X

X

X

X

X

X

X

154610

//

X

X

X

X

X

X

X

X

X

154611

X

X

X

X

X

X

X

X

X

X

X

X

154612

154613

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

VdE2= 9.8V

VdE2= 10.2V

VdE2= 10.6V

VdE1= 11.2V

VdE1= 11.8V

149798

F

R

E

E

S

IA

S

T

R

E

E

T

S

U

N

D

E

W

P

A

R

A

D

E

E

LD

E

R

B

E

R

R

Y

S

T

R

E

E

T

S

U

N

D

E

W

P

A

R

A

D

E

P

A

S

S

IO

N

F

LO

W

E

R

S

T

R

E

E

T

S

U

N

D

E

W

P

A

R

A

D

E

SU

ND

EW

P

AR

AD

E

G

O

O

D

E

N

IA

S

T

R

E

E

T

G

O

O

D

E

N

IA

S

T

R

E

E

T

TE

A

TR

E

E

A

V

E

N

U

E

8D

JH

P

S

T

R

F

E

8214

E

8213

E8211

E8209

E8212

E

8215

P

S

8D

JH

T

R

F

E

8220

E8217

E8216

E

8219

E8218

E

8221

TR

F

E

8257

E8253

8D

JH

E

8256

E8254

M

cA

LIS

TE

R

P

A

R

A

D

E

B

O

LW

A

R

R

A

D

R

IV

E

B

O

LW

A

R

R

A

D

R

IV

E

SU

ND

EW

P

AR

AD

E

M

cA

LIS

TE

R

P

A

R

A

D

E

M

cA

LIS

TE

R

P

A

R

A

D

E

E8252

E

8258

P

S

E8255

E

8259

T

R

F

E

7205

E7209

E7208

E

7204

E7210

E

7206

P

S

8D

JH

E7211

E

7207

Existing

PMS No. 36126

(Siemens 8DJH,

Configuration: RTR)

Existing

PMS No. 36132

(Siemens 8DJH,

Configuration: RTRR)

Existing

PMS No. 36014

(Siemens 8DJH,

Configuration: RTRR)

Existing

PMS No. 36127

(Siemens 8DJH,

Configuration: RTR)

H

V

S

T

J

Substations

Underground

Overhead

General

5 6


7 8

Checked

HV OP Diagram

UBD/Penguin Ref No.

HV Switching

AM Project. No.

CAP / SAMP No.

Work Orders

GIS Map No.

Drawn

Date

Design

9 10

DO NOT

SCALE

11

Sheet No of Sheets

12

A1

H

G

F

E

D

C

87 109 1211

H

A

AM

EN

DM

EN

TS

Orig

in

al Issu

e

G

F

E

D

C

B

A

652 431

2 431

B

A

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

TE

MP

LA

TE

V

ER

SIO

N N

o.

DIMENSIONS

IN

METRES

ORIGINAL

SCALE

Reference Drawings

#3637

RICHMOND ROAD

MARSDEN PARK

URS20371


LOT 3 DP 1225885


509324 A

2 4

Z MOORE

Z MOORE

27.02.2018

NTS

URS20371

2017/04850/001

C11 126

U82674

MARSDEN PARK

BLACKTOWN CITY





60747

4.3

M.J.B



Ph (02) 4872 1920 Fax (02) 4872 1240












N



Amendment:

Date Approved:


Print Name:


LEGEND

Existing Overhead Mains


X X X X X

Install 240mm² Al 4-Core XLPE/PVC Cable (T84)

R.L. 540m, C.L. 717m.

// // // //

O O O O O O

Install 1x 16mm² Cu 2-Core XLPE/PVC Cable

In 50mm Conduit

R.L. 57m, C.L. 63m.

LV Isolation Switch/Links (N/O)

LV Isolation Switch/Links (N/C)

Pillar Earth

PE

L

C

XXXXX

XXXXX

Lantern Number - New Asset

Column Number - New Asset

(PE Controlled)

PEPE

L

C

XXXXX

XXXXX

Lantern Number - Existing Asset

Column Number - Existing Asset

(PE Controlled)

Install New Street Light Lantern - 17W StreetLED P417W

FINAL LV CIRCUIT

NOT TO SCALE

Existing Street Light Lantern

ALL ROUTE LENGTHS ARE TO BE

CONFIRMED ON SITE BY THE

CONSTRUCTOR PRIOR TO ORDERING

MATERIALS.

S - PILLAR 154611

PMS 36127

New Labels

VdE2 PMS 36127-V PMS 36129-U

VdE1 PMS 36132-R PMS 36126-V

Source Substation -

Fuse Strip

Backed Up Substation -

Fuse Strip

Emergency / backup voltage drop @ 60 of 6.5kVA% ADMD (3.9kVA)

Vd = Voltage drop for normal supply @ 100% ADMD

Voltage Drop Calculations

Based on an ADMD of 6.5kVA ADMD

Legend for LV Voltage Drop




URS19233 505358C DTE

Install 50mm² Cu 4-Core XLPE/PVC Cable (T94)

R.L. 46m, C.L. 51m.

SERVICE WORK

All service works to be carried out by

an authorised level 2 ASP in

accordance with the New South

Wales Service & Installation Rules,

Australian Standards and all other

relevant standards.

SERVICE DUCTS




for details for details)

6 New 278753 949931

17W StreetLED (Gerard)

JLB99G05L17 889 1

5.5m Enlarged Base Column

IE/5.5.EB

Type 2 /Type 2 (<9.0m)

995 1 3.0m Eden Outreach IE3.0SOR/EDN 991 5° P4 Powdercoated Black

Blacktown City Council

5 New 278752 949930


JLB99G05L17889 1


IE/5.5.EB




4 New 278751 949929


JLB99G05L17 889 1


IE/5.5.EB




3 New 278750 949928


JLB99G05L17889 1


IE/5.5.EB




2 New 278749 949927


JLB99G05L17 889 1


IE/5.5.EB




1 New 278748 949926


JLB99G05L17 889 1


IE/5.5.EB




Lighting

Design

Refer

State

Luminaire

Number

Support

Number

Description

Part No.

Rate

Code

QTYDescription

Part No.

Footing

Bolt / Foundation

Rate

Code

QTYDescription

Part No.

Rate

Code

Upcast

Angle

Category

Column Colour

Charge To

Luminaire Column / Pole Outreach / Bracket

Lighting Equipment & Billing Schedule

Final HV Circuit

No Change

11kV Area

MARSDEN PARK ZONE

SUB

Reference: 3D

Feeder: 11kV Feeder MS1132

"Westway Ave"

1ɸ Fault level N/A


URS20371 509323A DTE

LEGEND


Straight Through Joint (STJ)

INSPECTED BY .....................................................

WORKS COMPLETED ..........................................


ASSET RECORDING

I ................................................................................

OF ..........................................................................

CONTACT No ..........................................................

SIGNATURE .............................. DATE ................

SIGNATURE .............................. DATE ................




CONSTRUCTED BY ...............................................

SIGNATURE .............................. DATE ................



CHRIS JOWETT


30/10/18

MICHAEL WIER

MICHAEL PULLING

MICHAEL PULLING

8784-1931

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

Substations

Underground

Overhead

General

5 6


7 8

Checked

HV OP Diagram

UBD/Penguin Ref No.

HV Switching

AM Project. No.

CAP / SAMP No.

Work Orders

GIS Map No.

Drawn

Date

Design

9 10

DO NOT

SCALE

11

Sheet No of Sheets

12

A1

H

G

F

E

D

C

87 109 1211

H

A

AM

EN

DM

EN

TS

Orig

in

al Issu

e

G

F

E

D

C

B

A

652 431

2 431

B

A

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

TE

MP

LA

TE

V

ER

SIO

N N

o.

DIMENSIONS

IN

METRES

ORIGINAL

SCALE

Reference Drawings

#3637

RICHMOND ROAD

MARSDEN PARK

URS20371


LOT 3 DP 1225885


509324 A

3 4

Z MOORE

Z MOORE

27.02.2018

NTS

URS20371

2017/04850/001

C11 126

U82674

MARSDEN PARK

BLACKTOWN CITY





60747

4.3

M.J.B



Ph (02) 4872 1920 Fax (02) 4872 1240















125mm Duct - Mandatory Spare

S

DUCT END LOCATION DETAIL

GROUND LEVEL

300m

m

DEVELOPER TO ATTACH

PVC MARKER TAPE

TO DUCT END

TYPICAL ROAD CROSSING CONFIGURATION

Dimensions are in Millimetres

90

0m

m

℄-6

00

mm

900mm

900mm

Kerb Line

Property Line

Boundary

Roadcrossing

Ducts

900mm

60

0m

m

90

0m

m

Cable Trench

℄-600mm

Boundary

Property Line

Road

R

o

a

d

c

r

o

s

s

in

g

D

u

c

ts

PMS

Ro

ad

DUCT REQUIREMENTS

A continuous spare 125mm duct is to

be installed in all trenches where HV

and LV mains cables are installed.

(maximum of 1x HV & 1x LV)

NEW DUCTS/CONDUITS

All new 125mm ducts / conduits are to

have a minimum 750mm cover.

(in accordance with MDI0028)

EXISTING CONDUITS

All conduits are to be mandrelled,

proven clear, free of foreign material,

and deformation prior to the

installation of cables.

SERVICE DUCTS




for details)



Amendment:

Date Approved:


Print Name:


TRENCH LEGEND

LV Cable (Direct Buried)

50mm Duct - with Existing Cable

50mm Duct - with New SL Cable

125mm Duct - with Existing Cable

125mm Duct - with New Cable

125mm Duct - Spare (Developers Use)

New Trench

LV

SL

D

URS19233 505358C DTE

Urban Subdivision Related Reimbursement - Duct and Cable Schedule

Duct and Cable Schedule codes:

T&R: HV Light trenching & reinstatement

PC: Lay Cable - Pull Conductor through Ducts

LD: Lay HV 125mm Ducts in Trench

C: Cable - Materials

LC: Lay HV Cable - Directly Buried in Trench

D: Lay HV duct in SL/LV Trench

*All length entered in meters (m)

Nodes

Configuration

Route Length

(m)

HV Trench

&

Reinstate

(T&R)

Lay Duct

(LD)

Lay Cable

(LC)

Pull Cable

(PC)

Cable (C)

(Al)

Duct (D)

Other Duct

Reimbursement (m) x ($)

Existing Duct Usage (m) x

($)

a1-a2

New Footpath Ducts

20 - - - - - - - -

a2-a3

New Footpath Ducts

24 - - - - - - - -

R1

New Road Crossing

20 - - - - - - - -

a3-a4

New Footpath Ducts

8 - - - - - - - -

a4-a5

Existing Ducts

25 - - - - - - -

Developer Funded See

URS19233

a5-a6

Existing Ducts

20 - - - - - - -


URS19233

a6-a7

Existing Ducts

23 - - - - - - -


URS19233

R2

Existing Road Crossing

16 - - - - - - -


URS19233

R3

New Road Crossing

16 - - - - - - - -

b1-b2

New Footpath Ducts

20 - - - - - - - -

R4

New Road Crossing

16 - - - - - - - -

b2-b3

New Footpath Ducts

13 - - - - - - - -

b3-b4

New Footpath Ducts

33 - - - - - - - -

R5

New Road Crossing

16 - - - - - - - -

Running Total:

270m 0m 0m 0m 0m 0m 0m $0 $0

D

LV

S

LV

DD

LV

LVLV

S

LV

LV

S

LV

S

D

LV

Urban Subdivision Related Reimbursement - Duct and Cable Schedule

Duct and Cable Schedule codes:

T&R: HV Light trenching & reinstatement

PC: Lay Cable - Pull Conductor through Ducts

LD: Lay HV 125mm Ducts in Trench

C: Cable - Materials

LC: Lay HV Cable - Directly Buried in Trench

D: Lay HV duct in SL/LV Trench

*All length entered in meters (m)

Nodes

Configuration

Route Length

(m)

HV Trench

&

Reinstate

(T&R)

Lay Duct

(LD)

Lay Cable

(LC)

Pull Cable

(PC)

Cable (C)

(Al)

Duct (D)

Other Duct

Reimbursement (m) x ($)

Existing Duct Usage (m) x

($)

c1-c2

New Footpath Ducts

8 - - - - - - - -

c2-c3

New Footpath Ducts

25 - - - - - - - -

R6

New Road Crossing

16 - - - - - - - -

c3-c4

New Footpath Ducts

25 - - - - - - - -

c4-c5

New Footpath Ducts

8 - - - - - - - -

c5-c6

Existing Ducts

45 - - - - - - -


URS19233

R7

New Road Crossing

17 - - - - - - - -

d1-d2

New Footpath Ducts

20 - - - - - - - -

R8

New Road Crossing

16 - - - - - - - -

d2-d3

New Footpath Ducts

13 - - - - - - - -

e1-e2

Existing Ducts

33 - - - - - - -


URS19233

e2-e3

Existing Ducts

23 - - - - - - -


URS19233

R9

New Road Crossing

16 - - - - - - - -

f1-f2

New Footpath Ducts

106 - - - - - - - -

f2-f3

New Footpath Ducts

10 - - - - - - - -

Total: 651m 0m 0m 0m 0m 0m 0m $0 $0

LV

S

LV

LV

S

LV

SL

DD

LV

S

LVLV

LV

LVLV

S

LV

SL

S

DLV

LV

S

LV

DD

LV

LV

S

LV

S

LV

LV

S

LV


LV

S

LV

DD

HV

LV

S

LV

SL

DD

HV

DD

LV

DD

HV

LV

S

LV

S

D D

D D

SD

S

D D

S

DD

HV

S

LV

D

S

DS

S

S D

Existing Trench

SS

LV

URS20371 509323A DTE

LV.

LV.

HV.

B1 - A4

A4 - B1

SL.

LV.

HV.

LV.

LV.

SL.

LV.

HV.

LV.

HV.

LV.

LV.

INSPECTED BY .....................................................

WORKS COMPLETED ..........................................


ASSET RECORDING

I ................................................................................

OF ..........................................................................

CONTACT No ..........................................................

SIGNATURE .............................. DATE ................

SIGNATURE .............................. DATE ................




CONSTRUCTED BY ...............................................

SIGNATURE .............................. DATE ................



CHRIS JOWETT


30/10/18

MICHAEL WIER

MICHAEL PULLING

MICHAEL PULLING

8784-1931

Substations

Underground

Overhead

General

5 6


7 8

Checked

HV OP Diagram

UBD/Penguin Ref No.

HV Switching

AM Project. No.

CAP / SAMP No.

Work Orders

GIS Map No.

Drawn

Date

Design

9 10

DO NOT

SCALE

11

Sheet No of Sheets

12

A1

H

G

F

E

D

C

87 109 1211

H

A

AM

EN

DM

EN

TS

Orig

in

al Issu

e

G

F

E

D

C

B

A

652 431

2 431

B

A

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

TE

MP

LA

TE

V

ER

SIO

N N

o.

DIMENSIONS

IN

METRES

ORIGINAL

SCALE

Reference Drawings

#3637

RICHMOND ROAD

MARSDEN PARK

URS20371


LOT 3 DP 1225885


509324 A

4 4

Z MOORE

Z MOORE

27.02.2018

NTS

URS20371

2017/04850/001

C11 126

U82674

MARSDEN PARK

BLACKTOWN CITY





60747

4.3

M.J.B



Ph (02) 4872 1920 Fax (02) 4872 1240

















Amendment:

Date Approved:


Print Name:


URS19233 505358C DTE


URS20371 509323A DTE

WAE SURVEY COORDINATE TABLE - MGA 56

ID

QUALITY

LEVEL

ASSET

PROPERTY LINE

(m)

COVER

(m)

NOTES EASTING NORTHING AHD HEIGHT

1 A DUCT END 0.90 -0.75 296877.990 6269873.940 24.18

2 A DUCT END 0.84 -0.75 296879.340 6269885.520 24.47

3 A ROUTE 0.93 -0.75 296882.260 6269905.390 24.63

4 A ROUTE 0.86 -0.75 296885.700 6269930.060 24.55

5 A ROUTE 0.90 -0.75 296888.460 6269949.280 24.30

6 A ROUTE 0.90 -0.75 296891.660 6269972.210 24.19

7 A ROUTE 0.90 -0.75 296892.970 6269982.600 23.57

8 A ROUTE AT DUCT CROSSING 0.90 -0.75 296887.100 6269989.700 23.14

9 C ROUTE 0.90 -0.75 296896.500 6270007.300 23.71

10 A ROUTE 0.90 -0.75 296898.310 6270019.440 23.57

11 A DUCT END 0.90 -0.75 296900.090 6270031.820 23.18

12 A ROUTE 0.90 -0.75 296900.080 6270032.440 23.09


14 A DUCT CROSSING N/A N/A 296901.290 6270032.770 23.13

15 A DUCT END 0.90 -0.75 296900.400 6270033.540 23.20

16 A ROUTE 0.90 -0.75 296901.910 6270045.010 23.33

17 A ROUTE 1.00 -0.75 296908.880 6270095.190 23.65

18 A DUCT END 0.88 -0.75 296910.660 6270107.780 23.84

19 A ROUTE 0.88 -0.75 296912.390 6270120.250 23.75

20 A ROUTE 0.96 -0.75 296914.040 6270132.900 23.52

21 A

ROUTE @ DUCT CROSSING

0.90 -0.75 296909.110 6270139.850 23.12

22 A


1.45 -0.75 296911.110 6270152.710 22.74


24 A ROUTE 0.89 -0.75 296911.530 6270153.360 22.71

25 A ROUTE 0.89 -0.75 296917.840 6270157.830 23.22

26 A


1.60 -0.75 296921.900 6270183.130 22.77


28 A ROUTE 1.02 -0.75 296921.300 6270182.990 23.04

29 A ROUTE 0.95 -0.75 296924.680 6270208.160 22.82

30 A ROUTE 0.87 -0.75 296920.050 6270214.370 22.38

31 A


0.99 -0.75 296919.840 6270214.520 22.47


40 C ROUTE AT DUCT CROSSING 0.90 -0.75 296891.210 6270001.030 23.65


42 A ROUTE 0.87 -0.75 296863.700 6270299.030 19.69

45 A ROUTE 0.90 -0.75 296865.700 6270312.650 19.46

46 A ROUTE 0.90 -0.75 296866.350 6270312.640 19.54

47 A DUCT END 0.90 -0.75 296868.090 6270312.510 19.69

48 A DUCT END 0.96 -0.75 296888.160 6270309.920 20.36

49 A DUCT END 0.90 -0.75 296890.190 6270309.760 20.37

53 A ROUTE 0.99 -0.75 296940.240 6270307.970 21.37

54 A ROUTE 0.90 -0.75 296932.820 6270303.710 20.83




58 A ROUTE 0.90 -0.75 296930.810 6270289.540 21.42

59 A ROUTE 0.90 -0.75 296935.280 6270283.580 21.98

60 A ROUTE 0.86 -0.75 296933.670 6270270.710 22.13

61 A ROUTE 0.86 -0.75 296931.940 6270258.350 22.63

62 A ROUTE 0.90 -0.75 296928.250 6270232.960 22.77

63 A ROUTE 0.90 -0.75 296922.210 6270228.530 22.37

64 A DUCT END 0.90 -0.75 296950.630 6270350.630 21.26

65 A DUCT END 0.89 -0.75 296945.970 6270331.650 21.53

88 C ROUTE 0.90 -0.75 296909.530 6270139.000 23.05



WAE SURVEY COORDINATE TABLE - MGA 56 - SURFACE ASSETS

NOTE: ALL SURFACE ASSETS ARE MEASURED AT LEVEL 'C'

ID ASSET NOTES EASTING NORTHING AHD HEIGHT

43

Existing pillar 149788

296863.409 6270298.744 20.76

50

Existing pillar 149783

296887.754 6270310.377 21.24

66 Pillar 154613 296878.993 6269885.486 25.13

69 Pillar 154612 296885.349 6269930.094 25.20

70 Pillar S154611 296899.773 6270032.644 24.35

73 S/L 949926 296910.285 6270107.767 24.58

74 Pillar 154610 296912.068 6270120.258 24.48

76 S/L 949927 296917.511 6270158.164 24.18

77 Pillar 154609 296920.891 6270183.100 23.94

78 S/L 949928 296924.266 6270207.694 23.82

79 S/L 949929 296931.531 6270258.374 23.29

82 Pillar S 154608 296933.280 6270270.646 23.08

84 S/L 949930 296940.042 6270308.558 22.53

86 Pillar 154607 296945.483 6270331.156 22.25

88 S/L 949931 296950.267 6270350.757 22.18

INSPECTED BY .....................................................

WORKS COMPLETED ..........................................


ASSET RECORDING

I ................................................................................

OF ..........................................................................

CONTACT No ..........................................................

SIGNATURE .............................. DATE ................

SIGNATURE .............................. DATE ................




CONSTRUCTED BY ...............................................

SIGNATURE .............................. DATE ................



CHRIS JOWETT


30/10/18

MICHAEL WIER

MICHAEL PULLING

MICHAEL PULLING

8784-1931

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SUNDEW PARADE Notes Site Plan MAYFLY AVENUE Scale …