asset recording road road road no. 15 road vale …

R

O

A

D

No. 13

R

O

A

D

R

O

A

D

N

o

.

1

5

R

O

A

D

R

O

A

D

R

O

AD

N

o. 11

R

O

A

D

ROADNo. 20

No. 19

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o

.

1

6

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o

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1

7

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o

.

1

3

RO

AD

N

o

. 1

8

RO

AD

No. 12

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29256

869911

869910

869908

869907

159

149

145

137

GR

OS

E

1025

/

/

/

/

/

/

/

/

/

135146

'S' 135147

135145

135144

135127

135129

135132

135143

135138

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135141

135140

135142

135103

'S' 135104

135105

135106

135107

'S' 135108

135109

135134

135136

135133

135135

'S' 135137

'S'

135151

135149

135150

135148

135126

135128

135130

135131

135110

135119

'S' 135116

135115

135113

135111

135118

135117

135114

'S' 135112

135120

/

/

/

/

//

/

/

/

/

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/

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/

/

/

/

/

/

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/

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/

/

/

//

//

//

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519

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624

/

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/

/

/

/

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/

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/

/

/

VA

LE

RO

AD

/

/

/

/

/

/

URS 16037

/

/

/

/

/

/

//

/

869909

869909

/

AGED CARE

FACILITY

BUILDING

LOT 73

908393

908416

908431

908430

908429

908427

908426

908425

908424

908421

908420

908422

908423

908419

908418

908417

908411

908404

908403

908405

908402

908401

908400

908398

908397

908396

908395

908394

908413

908414

908415

908407

908408

908409

908410

908399

27160

134

138

199

200

204

133

R

O

A

D

N

o

.

1

4

135123

'S' 135124

135122

'S'

135121

135125

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

908412

908406

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

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

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594

P.O. BOX 1872, PENRITH BC, 2751

ELECTRICAL RETICULATION CONSULTANTS

EMAIL: [email protected]

A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

1 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY

404631 DUCT, EASEMENT & TRENCH REQ'S

10/233/ER1

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


TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

0

10

20

30

40

50M

THE CERTIFICATION OF THIS PRODUCT IS SUPPORTED BY

THE FOLLOWING KEY DOCUMENTS -

DOCUMENT NAME

NOTATION

DATE

ENVIRONMENTAL IMPACT ASSESSMENT (EMS0001) - FAT0038.

7.10.15

AGREEMENT FOR ENTRY, GRANT AND CREATION OF EASEMENT - FPJ5013.-

EQUIPMENT TO BE RETURNED TO ENDEAVOUR ENERGY - FPJ4252 (SWITCH

GEAR TRANSFORMERS & BARE COPPER CONDUCTOR).

7.10.15

EQUIPMENT TO BE RETURNED TO ENDEAVOUR ENERGY - FPJ4253

(TREATED TIMBER POLES AND CONCRETE POLES).

-

TELECOMMUNICATION ASSET AGREEMENT - FPJ4184. -

PROJECT DEFINITION. -

ESTATE POWER DESIGN SAFETY REPORT. 7.10.15

WARNING

LIVE ENDEAVOUR ENERGY CABLES AND OTHER SERVICES

EXIST IN THIS AREA.

PLEASE CONTACT - 'DIAL BEFORE YOU DIG' ON TEL:-1100

FOR SEARCH INFORMATION A MINIMUM TWO DAYS PRIOR

TO EXCAVATION

ALL WORKS TO BE CONSTRUCTED ARE TO BE

COMPLETED IN ACCORDANCE WITH ENDEAVOUR

ENERGY'S GENERIC ENVIRONMENTAL PLAN - EMS 0001.

ALL SL. COLUMNS ARE TO BE INSTALLED

350mm FROM THE FRONT PROPERTY

BOUNDARIES UNLESS SHOWN OTHERWISE.

PERMANENT SURVEY MARKS MAY EXIST

IN THIS AREA. THESE ARE TO BE

LOCATED BY SURVEY PRIOR TO

COMMENCEMENT OF WORK

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................

EXAMINER'S SIGNATURE : .............................................

THIS CERTIFICATION IS ISSUED SUBJECT TO

ENDEAVOUR ENERGY'S STANDARD CERT. TERMS.

PRINT NAME : ...................................................................

BRIAN JUDE

DESIGN COMPLIANCE AND INDEMNITY

This design complies with the Endeavour Energy's relevant

standards as current at this time and as listed on the

Endeavour Energy Accredited Service Provider's Internet

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

ESTATE POWER DESIGN

1033

Service Provider Number.....................Date......../......../..........

Name...................................................................................

Signed.................................................................................

Additionally, where relevant, the design complies with

AS/NZS 7000 "Overhead Line Design - Detailed

Procedures" published by the Australian Standards.

................................................................(Company name)

indemnifies Endeavour Energy for any loss or damage

resulting from non-compliance of the design with the above

standards.

07 10 2015

:

:

:MCI

EMS

MDI

:

:

:

:SMI

SDI

MMI

SAD 0001

PDI:

Environmental Management Standard

Mains Construction Instruction

Mains Design Instruction

Substation Maintenance Instruction

Substation Design Instruction

Mains Maintenance Instruction

Design Drawing Standard

Protection Design Instruction

:LDI 0001 Public lighting Electrical Design Element

EDI Earthing Design Instruction

DATE……………………………….......……….......…....

AUTHORISATION OF ESTIMATED VALUE OF

FUNDING AMOUNT $ ................................................

SERVICE NUMBER………………………....................

PRINT NAME……………………………......…..............

SIGNED……......……………………………........….......

ENDEAVOUR ENERGY FUNDED ASSETS

THIS APPROVAL IS ISSUED SUBJECT TO ENDEAVOUR ENERGY'S

GENERAL TERMS & CONDITIONS FOR CONNECTION OF

APPROVAL TO CONNECT TO PUBLIC LIGHTING

REVIEWERS SIGNATURE : ..................................................

DATE APPROVED : ...............................................................

PUBLIC LIGHTING

PLAN SYMBOLS

DIRECT BURIED CABLE

SPARE DUCT

DUCT WITH CABLE

DUCT WITH NEW CABLE

NOTES

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ENDEAVOUR ENERGY'S

MCI 0006, MDI 0028, THE RELEVANT SDI & EDI 100 & THE DUCT, EASEMENT AND

TRENCH REQUIREMENTS DRAWING.

2. ENDEAVOUR ENERGY CONTACT PHONE No. 131081.

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.

4. ATTENTION - PERMANENT SURVEY MARKS MAY EXIST IN THIS AREA. THESE ARE

TO BE LOCATED BY A SURVEYOR PRIOR TO THE COMMENCEMENT OF WORK.

5. ATTENTION - ALL SERVICES SEARCHES MUST BE CHECKED BEFORE

CONSTRUCTION.

6. WARNING - LIVE ENDEAVOUR ENERGY CABLES AND OTHER SERVICES IN THIS

AREA. PLEASE CONTACT - 'DIAL BEFORE YOU DIG' ON TEL:-1100 FOR SEARCHES

A MINIMUM TWO DAYS PRIOR TO EXCAVATION

7. ATTENTION - SERVICE PROVIDER TO NOTIFY ENDEAVOUR ENERGY'S ASSET

DATA CUSTOMER DEPT. DAILY WHEN CABLE WORKS IS IN PROGRESS.

TELEPHONE 131 081.

8. OPERATIONAL LIMITS - UNLESS APPROVED OTHERWISE, INTERRUPTIONS TO ANY

CUSTOMER'S SUPPLY MUST BE AVOIDED. THE FOLLOWING ALTERNATIVES

SHOULD BE CONSIDERED:

- MOBILE GENERATORS OR SUBSTATIONS.

- LIVE LINEWORK.

- DESIGN ALTERNATIVES.

- LOW VOLTAGE PARALLELS.

- WORK PRACTICES / STANDARDS.

THE COST IS TO BE FUNDED BY THE CUSTOMER / DEVELOPER.

9. REIMBURSEMENTS WILL BE CREDITED TO THE DEVELOPER ONLY FOR LENGTHS

AND QUANTITIES SHOWN IN THE SCOPE OF WORKS. ANY DISCREPANCIES

SHOULD BE RESOLVED PRIOR TO THE CONTRACT AGREEMENT.

10. HAVE ALL THE EXISTING ASSETS BEEN FIELD CHECKED AND ARE ACCURATE AT

THE TIME OF DESIGN: YES / NO.

11. ALL NEW LANTERNS TO BE CONTROLLED BY PHOTO ELECTRIC CELLS.

12. HATCHED LOTS MUST NOT BE CONNECTED UNTIL APPROPRIATE PAYMENTS ARE

RECEIVED BY ENDEAVOUR ENERGY.

PROPOSED PADMOUNT SUBSTATION

EXISTING PADMOUNT SUBSTATION

PROPOSED LV PILLAR

HV CABLE TRENCH

LV CABLE TRENCH

INSTALL 40mm PVC SERVICE CONDUIT

EXISTING UNDERGROUND CABLE

PILLAR EARTHING LOCATIONS

//

REMOVE POLE SUBSTATION

EXISTING OVERHEAD MAINS

EXISTING POLE

PROPOSED SL. COLUMN (REFER TO SCHEDULE)

EXISTING SL. COLUMN

EXISTING DUCT LOCATIONS

RELOCATE EXISTING SL. COLUMN

REMOVE OVERHEAD MAINS

REPLACE POLE

EXISTING AIR BREAK SWITCH (CLOSED)

NEW POLE

REMOVE POLE

EXISTING LANTERN ON WOOD POLE

TRANSFERRED OVERHEAD MAINS

REMARKS

POLE ID No. CONSTRUCTION HOLE POLE

EX

. E

.E

. P

OL

E

NU

MB

ER

NE

W E

.E

NU

MB

ER

SP

AN

LE

NG

TH

(m

)

LIN

E D

EV

DEGREES (°)

HV

LV

DIA

(m

m)

DE

PT

H (m

)

TY

PE

ST

AY

FO

OT

IN

G

RE

PL

AC

E

NE

W

EX

IS

TIN

G

RE

MO

VE

NU

MB

ER

DRESS FOR UG. - OH. LV. TERMINATION. 794581 EX. EX. LUGOH X 1

DISMANTLE & REMOVE POLE SUB. 27160. 794582 EX. A03 X 2

1

2

DISMANTLE & REMOVE

EX. POLE SUB. 27160.

BOND THROUGH LV.

MAINS

INSTALL 500KVA 11KV. P.M. SUBSTATION No.34262

HV. SW. GEAR - SIEMENS - 12/24KV CODE 'RTRR-C'

LV. SW. GEAR - CAT. 1 CODE 'FFIFF'

PROVIDE COMMON EARTHING

(PREDICTED EARTHING REQUIREMENTS)

- FOR QUOTATION PURPOSES ONLY













FUNDING ARRANGEMENTS FOR SCOPE OF WORKS

ASP LEVEL 1 ELECTRICAL WORKS CUSTOMER

ENDEAVOUR ENERGY SUPPLIED MATERIALS

CUSTOMER FUNDED

NON-CONTESTABLE WORKS

CUSTOMER FUNDED

3 x 500KVA 11KV. TRANSFORMERS.

INCLUDES BUT NOT LIMITED TO:

- PEGGING OF EASEMENTS, PROPERTY BOUNDARIES

AND INFRASTRUCTURE LOCATIONS.

- REGISTRATION OF EASEMENTS.

- PROVIDING ACCESS.

- OWN SERVICE & SERVICE CONNECTION.

- CONFIRM FINISHED GROUND LEVELS.

SWITCHING, INSPECTION AND COMMISSIONING

COSTS

ENDEAVOUR ENERGY FUNDED & CONSTRUCTED CUSTOMER FUNDED - CONTESTABLE

WORKS REQUIRED PRIOR

TO COMPLETION OF

CUSTOMER CONTESTABLE

PROJECT.

WORKS REQUIRED IN

ASSOCIATION WITH

CUSTOMER CONTESTABLE

PROJECT.

ALL OTHER WORKS & MATERIALS INCLUDING BUT

NOT LIMITED TO:

- INSTALLATION & ESTABLISHMENT OF THE PM.

SUBSTATIONS.

- TRENCHING.

- DUCT INSTALLATION.

- CABLE LAYING AND / OR INSTALLATIONS.

- JOINTING.

NIL NIL

EXISTING DUCT USAGE CHARGE

NIL. (REFER PVC DUCT SCHEDULE).

ENDEAVOUR ENERGY FUNDED & ASP L1

CONSTRUCTED - REIMBURSED

COORDINATION SUPPLY REQUIRED DATE

(TO BE CONFIRMED WITH PROJECT MANAGER)

V1 - N2 = 270m = $6,480

Y2 - R2 = 170m = $4,080

TOTAL = $10,560

(REFER PVC DUCT SCHEDULE)

DAY: 30 MONTH: 05 YEAR: 2016

ASSETS TO BE RETURNED TO THE NEAREST

ENDEAVOUR ENERGY DEPOT BY LEVEL 1 ASP.

1 x 100 KVA 11KV. POLE TRANSFORMER.

THIS DRAWING SUPPLIES 137 + 2 x FUT. LOTS

CAP

No.

FILE

No.

LOT

No.

No

OF LOTS

DEVELOPER

DEVELOPER'S

REP.

TEL. No.

URS 16038 2014/12667/001 101 - 237 137

NORTH RICHMOND

JOINT VENTURE

A. FLAHERTY 4760 1400

URS 16037 2014/12666/001 238 - 239 2 x FUT.

NORTH RICHMOND

JOINT VENTURE

A. FLAHERTY 4760 1400

URS 13256

E.E. DRG. No. 375956 / B

UCL 5331

E.E. DRG. No. 359311

PIONEER COST SHARE REIMBURSEMENT SCHEME - EXPIRY DATE: __/__/2015

PRO-RATA REIMBURSEMENT FOR CUSTOMER'S LOAD OVER 50kVA

ASSET

ASSET COST

ESTIMATE ($)

UNIT QUANTITY

NEW ASSET

CAPACITY

(kVA)

ORIGINAL

CUSTOMER

UTILISATION

(kVA)

MAXIMUM

REIMBURSEMENT

AMOUNT ($)

HV. MAINS

(km)

N/ALV. MAINS

(km)

SUBSTATION

URS 13240

E.E. DRG. No. 375950

EXISTING

TRANSMISSION

EASEMENT

RELOCATED SL. COLUMN LOCATION

RELOCATE EX. SL. COLUMN

869909 TO NEW LOCATION

@ TP. 3m BEHIND K&G AS

SHOWN. ABANDON EX.

ROAD CROSSING DUCTS.

TP.

RESIDUE LOT 100

DP 1199664

69587

INSTALL SL. COLUMN 2.4m

BEHIND REAR OF KERB.

DR

WN

CH

K'D

P.M

.

B.J.

B0

7.0

3.2

01

6

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.

EX. DUCTS

(DEV. FUNDED)

HV.

EX. HV.

ALL PILLARS INDICATED

THUS

ARE TO BE OFFSET 0.5m

FROM BOUNDARY.

*

EX. DUCTS

(DEV. FUNDED)

HV.

EX. HV.

LV.

LV.

*

*

*

*

*

*

*

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 FORM ARE PART

OF THIS ASSET RECORDING.

2. ALL SURFACE ASSETS WERE RECORDED AT LEVEL

QUALITY 'C'.

3. HV CIRCUIT HAS BEEN AMENDED AS PER INSPECTION.

REFER TO HV. CIRCUIT FOR DETAILS.

4. LV CIRCUIT HAS BEEN AMENDED AS PER INSPECTION.

REFER TO LV. CIRCUIT FOR DETAILS

5. DUCT TABLE HAS BEEN AMENDED AS PER INSPECTION.

REFER TO DUCT SCHEDULE FOR DETAILS.

REFER TO DETAIL 'A'

DETAIL 'A'

NOT TO SCALE

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

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

x

x

x

x

x

x

x

x

x

x

x

x

x

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x

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x

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x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xx

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

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

M

N

T

P

Q

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

Z

Z

Z

x

x

x

Z

Z

x

V

W

T

X

Y

Z

S

R

T

R

U

Z

Z

x

x

x

x

x

x

x

x

x

x

x

x

x

x

Z

Z

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

Z

x

x

x

x

x

x

x

x

Z

Z

x

x

x

x

x

x

x

x

Z

Z

Z

Z

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

x

x

x

x

x

Z

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

Z

Z

Z

x

x

x

Z

Z

x

x

x

x

x

x

x

x

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

Z

Z

Z

Z

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594




A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

2 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY


10/233/ER1

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

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


ASSET RECORDING

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

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

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

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

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




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

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



TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................




PRINT NAME : ...................................................................

ITEM I.D. LUMINAIRE

RATE

CODE

RAGBOLT FOUNDATION POLE

RATE

CODE

OUTREACH

RATE

CODE

UPCAST

POLE

QTY

LANTERN

QTY

LTG CAT. CHARGE TO

25W SLA STREET LED JL99G01L29 867 TYPE 2 TYPE 2 4.5m STANDARD IE / EB 4.5 995 3.0 STANDARD IE 3.0 PCS/25 991 5° 39 39 P4 HAWKESBURY COUNCIL

C 908430

L 256635

C 908431

L 256636

C 908411

L 256616

C 908429

L 256634

C 908427

L 256632

C 908426

L 256631

C 908412

L 256617

C 908406

L 256611

C 908405

L 256610

C 908404

L 256609

C 908403

L 256608

C 908402

L 256607

C 908401

L 256606

C 908400

L 256605

C 908407

L 256612

C 908408

L 256613

C 908409

L 256614

C 908410

L 256615

C 908399

L 256604

C 908415

L 256620

C 908414

L 256619

C 908413

L 256618

C 908416

L 256621

C 908398

L 256603

C 908417

L 256622

C 908397

L 256602

C 908418

L 256623

C 908396

L 256601

C 908395

L 256600

C 908423

L 256628

C 908394

L 256599

C 908393

L 256598

C 908421

L 256626

C 908420

L 256625

C 908422

L 256627

C 908419

L 256624

C 908424

L 256629

C 908425

L 256630

135114

VD = 3.6v

135115

VD = 6.4v

'S' 135116

VD = 5.9v

135113

VD = 5.8v

135111

VD = 4.7v

135110

VD = 3.7v

135131

VD = 2.8v

135130

VD = 2.1v

VDe1 = 7.3v

135128

VD = 1.9v

VDe1 = 4.4v

135126

VD = 2.6v

135127

VD = 3.1v

135125

VD = 3.4v

'S' 135124

VD = 3.6v

'S' 135151

VD = 6.1v

VDe6 = 10.0v

135150

VD = 5.6v

135149

VD = 5.2v

135148

VD = 3.1v

135146

VD = 1.7v

'S' 135147

VD = 5.5v

135145

VD = 4.8v

135123

VD = 5.5v

135122

VD = 5.9v

VDe9 = 3.8v

135120

VD = 2.2v

135118

VD = 1.5v

135117

VD = 2.7v

'S' 135112

VD = 4.0v

VDe2 = 7.4v

135109

VD = 3.0v

'S' 135108

VD = 3.3v

VDe8 = 10.1v

135107

VD = 8.2v

VDe3 = 6.7v

135106

VD = 7.9v

135105

VD = 7.8v

'S' 135104

VD = 8.1v

135103

VD = 6.8v

135140

VD = 5.4v

135141

VD = 4.4v135139

VD = 4.2v

135138

VD = 2.7v

VDe5 = 13.3v

135143

VD = 2.3v

VDe7 = 4.4v

135144

VD = 3.2v

135129

VD = 1.6v

135142

VD = 6.4v

135136

VD = 2.2v

135135

VD = 2.6v

135134

VD = 1.1v

135133

VD = 0.7v

VDe4 = 5.8v

'S' 135137

VD = 3.9v

135132

VD = 2.3v

'S' 135121

VD = 4.1v

135119

VD = 4.9v

x LAY 240 SQmm 4 CORE 1KV AL XLPE/PVC CABLE -

RL. 3140m CL. 3650m

LAY 2 x 16 SQmm 1 CORE Cu. PVC/PVC IN 50mm PVC CONDUIT OR ROAD CROSSING

RL. 1250m CL. 2680m

EXISTING UG. CABLE

Z

EXISTING OH. MAINS

1.

2.

29256

TO OPEN BONDS

@ POLE 144.

TO TERMINATION

@ POLE 900216.

C 908428

L 256633

GR

OS

E

VA

LE

RO

AD

E

A

S

E

M

E

N

T

R

O

A

D

R

O

A

D

No. 13

R

O

A

D

N

o

.

1

5

R

O

A

D

R

O

A

D

R

O

A

D

ROAD No. 12

RO

AD

N

o. 10

No. 20

No. 19

N

o

.

1

6

N

o

.

1

7

N

o

.

1

4

N

o

.

1

3

RO

AD

R

O

A

D

N

o

.

1

8

RO

AD

E

A

S

E

M

E

N

T

CUT & RETERMINATE

EX. PRIVATE SL. CABLES.

REPLACE EX. SL.

CABLES AS SHOWN.

LAY 2 x 16 SQmm 1 CORE Cu PVC/PVC IN EXISTING PVC CONDUIT

CL. 120m

EXISTING UG. CABLE

Z

REMOVE EXISTING UG. SL. CABLE.

ROAD No. 12

RO

AD

N

o. 10

C 869909

L 241017

C 869907

L 241015

C 869908

L 241016

C 869910

L 241018

34262

34263

34264

VD = VOLTAGE DROPS FOR NORMAL SUPPLY FROM PM.

SUBSTATIONS @ 6.5 KVA & 7 KVA (GAS AREA).

VDe1 = VOLTAGE DROPS FOR EMERGENCY / BACKUP FROM PM.

SUB. 29256 TO PM. SUB. 34362 @ 3.9 KVA.


SUB. 34362 TO PM. SUB. 29256 @ 3.9 KVA.


SUB. 34362 TO PM. SUB. 34264 @ 4.2 KVA.


SUB. 34264 TO PM. SUB. 34262 @ 4.2 KVA.


SUB. 34264 TO PM. SUB. 34264 @ 4.2 KVA.


SUB. 34264 TO PM. SUB. 34263 @ 4.2 KVA.


SUB. 34263 TO PM. SUB. 34264 @ 4.2 KVA.


SUB. 34263 TO PM. SUB. 34262 @ 4.2 KVA.


SUB. 34262 TO PM. SUB. 34263 @ 4.2 KVA.

DR

WN

CH

K'D

P.M

.

B.J.

B0

7.0

3.2

01

6

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.

'Q' - PILLAR 135130

'P' - PILLAR 135129

'T' - TRANSFORMER

'N' - PILLAR 135133

'M' - PILLAR 135128

NEW LABELS

SUB 34262

'R' - SPARE

'S' - PILLAR 135146

'T' - TRANSFORMER

'U' - PILLAR 135123

NEW LABELS

SUB 34263

'V' - PILLAR 135138

'W' - PILLAR 'S'135137

'T' - TRANSFORMER

'X' - PILLAR 135143

'Y' - OH. MAINS

NEW LABELS

SUB 34264

'Z' - PILLAR 135118

NEW LABELS

EX. SUB 29256

JOINT/TERMINATION TYPE:

NETWORK ACCESS AUTHORISATION:

JOINT/TERMINATION KIT #:

JOINT/TERMINATION BATCH #:

DATE OF MANUFACTURE:

LV STJ

1276

AUST-P91

791129-000

30/03/2016

TERMINATION NOTE #10



REFER TO TERMINATION NOTE #10.








LV STJ

1276

AUST-P91

791129-000

30/03/2016






LV STJ

1276

AUST-P91

791129-000

30/03/2016







LV STJ

1276

AUST-P91

791129-000

30/03/2016


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

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

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

x

x

x

x

x

x

x

x

x x

x

x

x

x

x

x

x

x

x

x

x

x

P

S

8

D

J

H

B

9

8

1

7

B

9

8

2

1

B

9

8

1

6

B

9

8

1

8

B

9

8

1

9

B

9

8

2

0

B

9

8

2

2

B

9

8

2

3

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

PS

8D

JH

B9835

B9831

B9832

B9830

B9836

B9833

B9834

B9837

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xx

x

x

x

x

x

x

x

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594




A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

3 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY


10/233/ER1

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

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


ASSET RECORDING

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

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

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

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

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




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

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



TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................




PRINT NAME : ...................................................................

x LAY 240 SQmm 3 CORE 11KV AL XLPE/COMPOSITE SHEATHED CABLE -

RL. 1320m CL. 1380m

REMOVE REDUNDANT CABLE

EXISTING UG. CABLE

TO USL. 9854, ABS 29826 & 8028,

USL. 9866 & POLE SUB. 6742.

TO USL. 9874,

POLE SUB. 6908

& DOF B3656.

GR

OS

E

VA

LE

RO

AD

E

A

S

E

M

E

N

T

CUT EX. CABLE @ 'W1' & 'X1'

MAKE STJ'S & EXTEND AS SHOWN.

REMOVE REDUNDANT CABLE

BETWEEN 'W1' & 'X1'.

R

O

A

D

ROAD

N

o

.

1

9

R

O

A

D

N

o

.

1

7

N

o

.

1

8

RO

AD

No. 12

34262

34263

34264

CLOSE SW. 92642

IN SUB. 32239.

EXISTING OH. MAINS

R

O

AD

No.18

RO

AD

No.13

OPEN SWITCH

B9832 - LEAVE OPEN

DR

WN

CH

K'D

P.M

.

B.J.

B07.03.2016

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.

69587

HV. ABANDONED CABLE.



HV. ABANDONED CABLE.













HV STJ

243175

MXSU-P101

CZ2315-000

16/03/2016

TERMINATION NOTE #1






HV STJ

1577

MXSU-P101

CZ2315-000

16/03/2016

TERMINATION NOTE #2






INDOOR TERMINATION

1276

IXSU-FP103

E14676-000

13/01/2016

TERMINATION NOTE #3

TERMINATION NOTE #4






INDOOR TERMINATION

1276

K430TB18-300-EE01-2

1355700001000010001

29/04/2016

TERMINATION NOTE #5

TERMINATION NOTE #6






INDOOR TERMINATION

1276

K430TB18-300-EE01-2

132411001700010001

10/12/2015

TERMINATION NOTE #7






INDOOR TERMINATION

1276

K430TB18-300-EE01-2

132411001700010001

10/12/2015

TERMINATION NOTE #8






HV STJ

1276

MXSU-P101

CZ2315-000

16/03/2016

TERMINATION NOTE #9






INDOOR TERMINATION

1276

IXSU-FP103

E14676-000

13/01/2016






INDOOR TERMINATION

1276

K430TB18-300-EE01-2

1355700001000010001

29/04/2016

ABB SAFELINK CFCC

RTRR-C

RTRR-C

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594




A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

4 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY


10/233/ER1

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

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


ASSET RECORDING

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

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

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

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

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




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

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



TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................




PRINT NAME : ...................................................................

DR

WN

CH

K'D

P.M

.

B.J.

B07.03.2016

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.

PVC DUCT SCHEDULE - EXCLUDING ROAD CROSSINGS

NOTE - ALL TRENCH SECTIONS ARE TO BE READ & VIEWED FROM

NODE TO NODE AS NOMINATED.

LOCATION

DUCT

CONFIG.

ROUTE

LENGTH

CUSTOMER

FUNDED

E.E FUNDED

TOTAL DUCT LENGTH

E.E REIMBURSEMENT

RATE PER METRE

ENDEAVOUR

REIMBURSED

E.E EXISTING DUCT

USAGE CHARGE

A - B

NEW

15m

NEW

1 x 125mm NIL. NIL. NIL NIL

C - D

NEW

35m

NEW


D - E

NEW

8m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

E - F

NEW

62m

NEW


F - G

NEW

8m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

H - J

NEW

34m

NEW


G - K

NEW

43m

NEW


K - L

NEW

15m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

L - M

NEW

35m

NEW


N - P3

NEW

50m

NEW


P3 - P

NEW

15m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

Q - R

NEW

43m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

R - S

NEW

15m

NEW


S - T

NEW

50m

NEW


U - V

NEW

32m

NEW

2 x 50mm

4 x 125mm

NIL. NIL. NIL NIL

V - W

NEW

20m

NEW


X - Y

NEW

67m

NEW


Y - Z

NEW

14m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

Z - A1

NEW

23m

NEW


A1 - B1

NEW

15m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

B1 - C1

NEW

39m

NEW


C1 - D1

NEW

15m

NEW

2 x 50mm

1 x 25mm

NIL. NIL. NIL NIL

D1 - E1

NEW

22m

NEW


E1 - F1

NEW

15m

NEW

2 x 50mm

1 x 25mm

NIL. NIL. NIL NIL

G1 - H1

NEW

62m

NEW


J1 - K1

NEW

27m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

K1 - L1

NEW

82m

NEW


L1 - M1

NEW

18m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

LV.

LV.

LV.

LV.

LV.

SL.

LV.

LV.

LV.

LV.

SL.

SL.

LV.

LV.

SL.

LV.

SL.

SL.

SL.

LV.

SL.

LV.

LV.

SL.

SL.

LV.

LV.

SL.

LV.

LV.

SL.

LV.

LV.

SL.

LV.

SL.

LV.

LV.

LV.

LV.

LV.

SL.

LV.

SL.

LV.




LOCATION

DUCT

CONFIG.

ROUTE

LENGTH

CUSTOMER

FUNDED

E.E FUNDED

TOTAL DUCT LENGTH

E.E REIMBURSEMENT

RATE PER METRE

ENDEAVOUR

REIMBURSED

E.E EXISTING DUCT

USAGE CHARGE

M1 - N1

NEW

40m

NEW


N1 - P1

NEW

47m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

P1 - Q1

NEW

42m

NEW


Q1 - B2

NEW

17m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

R1 - S1

NEW

26m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

S1 - T1

NEW

15m

NEW


T1 - U1

NEW

20m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

U1 - V1

NEW

60m

NEW


L3 - W1

EXIST.

20m

EXIST.

3 x 125mm

EXIST.

NIL. NIL. NIL

DEV. FUNDED

UNDER

URS13240

DRG.375950

L3 - X1

EXIST.

65m

EXIST.

1 x 125mm

EXIST.

NIL. NIL. NIL

DEV. FUNDED

UNDER

URS13240

DRG.375950

V1 - Y1

NEW

18m

NEW

2 x 125mm 1 x 125mm $24 $432 NIL

Y1 - Z1

NEW

16m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $384 NIL

Z1 - A2

NEW

33m

NEW

2 x 50mm

1 x 125mm

1 x 125mm $24 $792 NIL

B2 - C2

NEW

37m

NEW

2 x 125mm 1 x 125mm $24 $888 NIL

C2 - D2

NEW

17m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $408 NIL

D2 - E2

NEW

17m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $408 NIL

F2 - G2

NEW

110m

NEW


F2 - H2

NEW

15m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $360 NIL

E2 - M3

NEW

17m

NEW

2 x 125mm 1 x 125mm $24 $408 NIL

M3 - J2

NEW

18m

NEW

2 x 125mm 1 x 125mm $24 $432 NIL

J2 - K2

NEW

33m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $792 NIL

K2 - L2

NEW

33m

NEW

1 x 125mm 1 x 125mm $24 $792 NIL

L2 - M2

NEW

16m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $384 NIL

M2 - N2

NEW

15m

NEW

2 x 125mm 1 x 125mm $24 $360 NIL

N2 - J1

NEW

25m

NEW


P2 - Q2

NEW

45m

NEW


R2 - S2

NEW

25m

NEW

2 x 125mm 1 x 125mm $24 $600 NIL

S2 - T2

NEW

19m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $456 NIL

LV.

LV.

SL.

LV.

SL.

LV.

SL.

LV.

LV.

LV.

HV.

LV. LV.

EX.

HV.

EX. SL.

HV.

EX.

HV.

EX. SL.

HV.

HV.

LV.

HV.

HV.

LV.

SL.

HV.

HV.

SL.

HV.

HV.

SL.

HV.

HV.

LV.

HV.

SL.

LV.

SL.

LV.

LV.

LV.

SL.

HV.

HV.

LV.

HV.

HV.

LV.

HV.

HV.

LV.

SL.

HV.

HV.

HV.

HV.

LV.

SL.

HV.

HV.

LV.

LV.

LV.LV.

LV.

HV.

HV.

LV.

HV.

HV.

LV.

SL.

LV.

SL.

LV.




LOCATION

DUCT

CONFIG.

ROUTE

LENGTH

CUSTOMER

FUNDED

E.E FUNDED

TOTAL DUCT LENGTH

E.E REIMBURSEMENT

RATE PER METRE

ENDEAVOUR

REIMBURSED

E.E EXISTING DUCT

USAGE CHARGE

T2 - U2

NEW

45m

NEW

1 x 125mm 1 x 125mm $24 $1080 NIL

V2 - W2

NEW

24m

NEW

2 x 50mm

2 x 125mm

1 x 125mm $24 $480 NIL

W2 - X2

NEW

28m

NEW

2 x 125mm 1 x 125mm $24 $672 NIL

X2 - S3

NEW

10m

NEW

2 x 125mm 1 x 125mm $24 $432 NIL

Z2 - Y2

NEW

40m

NEW

2 x 50mm NIL. $24 NIL. NIL

Z2 - A3

NEW

18m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

A3 - B3

NEW

36m

NEW


B3 - C3

NEW

18m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

C3 - D3

NEW

55m

NEW


E3 - V2

NEW

65m

NEW


E3 - F3

NEW

16m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

G3 - H3

NEW

10m

NEW


F3 - J3

NEW

33m

NEW


J3 - K3

NEW

14m

NEW

2 x 50mm

1 x 125mm

NIL. NIL. NIL NIL

K3 - W

NEW

30m

NEW


N3 - Q3

NEW

35m

NEW


TOTAL ROUTE LENGTH 2099m TOTAL ENDEAVOUR REIMBURSED $10,560. NIL

LV.

SL.

LV.

LV.

SL.

LV.

LV.

LV.

SL.

LV.

LV.

LV.

LV.

LV.

LV.

SL.

LV.

LV.

LV.

LV.

LV.

HV.

HV.

HV.

HV.

LV.

SL.

LV.

HV.

HV.

LV.

LV.

LV.

HV.

HV.

LV.

LV.

SL.

WAE DUCT LEGEND

NOT TO SCALE

125mm CONDUIT

125mm CONDUIT WITH EXISTING CABLE

125mm CONDUIT WITH NEW CABLE

50mm CONDUIT

50mm CONDUIT WITH EXISTING CABLE

50mm CONDUIT WITH NEW CABLE

DIRECT BURIED HV/LV CABLE

LV.

LV.

SL.

LV.

LV.

SL.

LV.

SL.

LV.

SL.

SL.

LV.

SL.

LV.

LV.

SL.

LV.

HV.

LV.

HV.

LV.

SL.

LV.

LV.

SL.

LV.

LV.

SL.

LV.

HV.

SL.

LV.

SL.

LV.

LV.

SL.

LV.

LV.

SL.

LV.

LV.

SL.

LV.

LV.

SL.

LV.

SL.

LV.

SL.

LV.

LV.

LV.

LV.

HV.

SL.

LV.

HV.

SL.

HV.

LV.

HV.

SL.

LV.

HV.

SL.

LV.

HV.

LV.

SL.

LV.

HV.

LV.

HV.

LV.

HV.

SL.

LV.

HV.

SL.

LV.

HV.

LV.

HV.

LV.

HV.

SL.

LV.

HV.

LV.

HV.

SL.

LV.

HV.

SL.

LV.

HV.

SL.

LV.

HV.

SL.

LV.

SL.

LV.

LV.

LV.

SL.

LV.

SL.

LV.

LV.

LV.

SL.

LV.

LV.

LV.

NOTE:

DUCT TABLE INCORRECT.

NOTE:

DUCT TABLE INCORRECT.

NOTE:

SL. WHERE REQUIRED

ADDITIONAL DUCT INFORMATION

P - C

SL.

LV.

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594




A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

5 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY


10/233/ER1

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

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


ASSET RECORDING

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

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

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

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

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




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

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



TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................




PRINT NAME : ...................................................................

EARTHING DATA TO BE CAPTURED TO GIS

SUBSTATION NO. 34262

INSTALLATION TYPE UNDERGROUND

EARTHING SYSTEM TYPE COMMON

SOIL RESISTIVITY AVERAGE IN OHMS 118 OHM METRES

HV SEPARATE EARTHING GRID RESISTANCE (SEPARATE EARTHING ONLY)

N/A

SIZE/NO. OF HV ELECTRODES (SEPARATE EARTHING ONLY)

N/A

LV SEPARATE EARTHING GRID RESISTANCE (SEPARATE EARTHING ONLY)

N/A

SIZE/NO. OF LV ELECTRODES (SEPARATE EARTHING ONLY)

N/A

COMBINED EARTH RESISTANCE IN OHMS (FOR COMMON EARTHING)

17.71 OHMS

SIZE/NO. OF COMBINED ELECTRODES (COMMON EARTHING)

2 x 4.8m

SIZE/NO. OF THE SUPPLEMENTARY ELECTRODE 1 x 4.8m

BONDING CONDUCTOR SIZE IN MM2 (INSULATED/BARE)70 SQmm CU

CONNECTION TYPE (CAD OR CRIMP)

CRIMP

AMBIENT TEMPERATURE/WEATHER CONDITION 25°C

DATE OF SOIL TEST 05.03.15

INSULATED DEPTH FROM GROUND LEVEL (IN METRES)

NIL

LENGTH OF MEN CONNECTION CABLE (IN METRES)

N/A

TOTAL LENGTH OF EARTH ELECTRODE SYSTEM CABLE (INCL. INSULATED & BARE IN

METRES)

APPROX. 160m

MEASURED EARTH RESISTANCE IN OHMS (TO BE MEASURED BY L1 ASP ON

COMMISSIONING)

1.40 Ω







N/A


N/A


N/A


N/A


17.71 OHMS


2 x 4.8m




CRIMP




NIL


N/A


METRES)

APPROX. 175m


COMMISSIONING)

2.50 Ω







N/A


N/A


N/A


N/A


17.71 OHMS


2 x 4.8m




CRIMP




NIL


N/A


METRES)

APPROX. 185m


COMMISSIONING)

4.20 Ω

CABLE CU. ANNEALED 19/2.14 BARE

CABLE CU. ANNEALED 19/2.14 660V PVC/PVC

LEGEND

EARTH ELECTRODE LOCATION & LENGTH.

(LENGTH SHOWN IN METRES).

NOT TO SCALE.

SUBSTATION No. 34262 COMMON EARTHING LAYOUT

THIS EARTHING DIAGRAM IS A GUIDE ONLY AND SHOWS A MINIMUM REQUIREMENT.

ADDITIONAL EARTHING MAY BE REQUIRED TO MEET THE REQUIRED MAXIMUM EARTH

RESISTANCE MEASUREMENTS AS STATED IN ENDEAVOUR ENERGY'S SDI 100

L

I

N

E

B

O

U

N

D

A

R

Y

S

I

D

E

P

R

O

P

E

R

T

Y

L

V

.

E

N

D

.

K

E

R

B

SUBSTATION

PADMOUNT

EASEMENT

TO NEUTRAL /

EARTH BAR

TO HV. EARTH BAR

INSIDE LV. SWITCH

HV. SWITCHGEAR

COMPARTMENT.

TO HV. EARTH BAR.

4

.

8

m

4

.

8

m

(

M

I

N

.

)

B

A

R

E

4

.

8

m

4

.

8

m

0

.

5

m

2

.

5

m

3

m

(

M

I

N

.

)

P

M

C

'L

I

N

E

H

V

. E

N

D

.

R

O

A

D

N

o

.

1

8

SUPPLEMENTARY

4.8m EARTH ROD.

COMMON EARTH

ELECTRODE SYSTEM

LAID IN CABLE

TRENCH OR

SEPARATE TRENCH.



LEGEND



NOT TO SCALE.





R

O

A

D

N

o

.

1

3

R

O

A

D

N

o

.

1

6

LV. NEUTRAL IN

PILLAR 135129.

LV. NEUTRAL IN

PILLAR 135132.

LV. NEUTRAL IN

PILLAR 135109.

LV. NEUTRAL IN

PILLAR 'S'135108.

F

R

O

N

T

P

R

O

P

E

R

T

Y

B

O

U

N

D

A

R

Y

LV. NEUTRAL IN

PILLAR 135107.

LV. NEUTRAL IN

PILLAR 135106.

L

V

.

E

N

D

.

SUBSTATION

PADMOUNT

EASEMENT

TO NEUTRAL /

EARTH BAR

TO HV. EARTH BAR

INSIDE LV. SWITCH

HV. SWITCHGEAR

COMPARTMENT.

TO HV. EARTH BAR.

SUPPLEMENTARY

4.8m EARTH ROD.

4

.

8

m

(

M

I

N

.

)

COMMON EARTH

ELECTRODE SYSTEM

LAID IN CABLE

TRENCH OR

SEPARATE TRENCH.

0

.

5

m

2

.

5

m

3

m

(

M

I

N

.

)

P

M

C

'L

I

N

E

H

V

.

E

N

D

.

R

O

A

D

N

o

.

1

3

R

O

A

D

N

o

.

1

9

LV. NEUTRAL IN

PILLAR 135149.

LV. NEUTRAL IN

PILLAR 135146.

LV. SWITCHGEAR

COMPARTMENT.

K

E

R

B

DR

WN

CH

K'D

P.M

.

B.J.

B07.03.2016

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.



LEGEND



NOT TO SCALE.





0.5m

3m

PM

C

'LIN

E

HV

. E

ND

.

LIN

E

PR

OP

ER

TY

BO

UN

DA

RY

LV

. E

ND

.

SUBSTATION

PADMOUNT

EASEMENT

TO NEUTRAL / EARTH

BAR

TO HV EARTH

BAR INSIDE LV.

SWITCH.

LV. SWITCHGEAR

COMPARTMENT.

HV. SWITCHGEAR

COMPARTMENT.

TO HV. EARTH BAR.

4.8m

BA

RE

4.8m

COMMON EARTH

ELECTRODE SYSTEM

LAID IN EASEMENT.

KE

RB

FR

ON

T

VA

LE

GR

OS

E

4.8m

SUPPLEMENTARY

4.8m EARTH ROD.

RO

AD

R

O

A

D

No. 18

LV. NEUTRAL IN

PILLAR 135138.

LV. NEUTRAL IN

PILLAR 135139.

LV. NEUTRAL IN

PILLAR 135141.

E

A

S

E

M

E

N

T

INSTALLED IN 50mm DUCT.

EA

SE

M

EN

T

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594




A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

6 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY


10/233/ER1

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

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


ASSET RECORDING

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

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

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

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

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




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

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



TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................




PRINT NAME : ...................................................................

DR

WN

CH

K'D

P.M

.

B.J.

B07.03.2016

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.

WAE SURVEY COORDINATE TABLE - MGA 56

ID

QUALITY

LEVEL

ASSET

PROPERTY LINE

(m)

COVER

(m)

NOTES EASTING NORTHING AHD HEIGHT

3 A ROUTE 0.64 -0.75 287292.550 6281392.990 45.81

4 A ROUTE 0.76 -0.75 287288.190 6281396.950 45.95

5 A ROUTE 0.65 -0.75 287275.470 6281396.620 45.92

6 A ROUTE 0.98 -0.75 287260.910 6281396.530 46.23

7 A ROUTE 0.96 -0.75 287246.380 6281396.160 46.14

8 A DUCT CROSSING N/A N/A 287246.310 6281396.600 46.16


10 A ROUTE 0.90 -0.75 287235.530 6281395.740 45.97

11 A ROUTE 0.66 -0.75 287231.360 6281391.420 45.88

12 A ROUTE 0.84 -0.75 287212.020 6281355.980 49.05

13 A ROUTE 0.90 -0.75 287214.440 6281374.500 47.13

14 A ROUTE 0.90 -0.75 287216.230 6281392.200 45.90

15 A ROUTE 0.95 -0.75 287212.610 6281396.900 45.96


17 A ROUTE 0.90 -0.75 287205.380 6281397.840 45.95

18 A ROUTE 0.90 -0.75 287196.720 6281399.900 45.78

19 A ROUTE 0.90 -0.75 287188.750 6281402.100 45.74

20 A ROUTE 0.86 -0.75 287179.920 6281405.230 45.68

21 A ROUTE 0.94 -0.75 287168.090 6281410.620 45.39

22 A ROUTE 1.05 -0.75 287156.380 6281417.410 45.20

23 A ROUTE 0.90 -0.75 287147.220 6281423.720 44.92

24 A ROUTE 0.90 -0.75 287140.170 6281429.510 44.90

26 A ROUTE 0.90 -0.75 287127.680 6281441.650 44.47

27 A ROUTE 0.90 -0.75 287123.050 6281447.120 44.62

28 A ROUTE 0.97 -0.75 287117.850 6281453.920 44.39

29 A ROUTE 0.90 -0.75 287110.570 6281465.280 44.31

30 A ROUTE 0.90 -0.75 287105.960 6281474.250 43.86

31 A ROUTE 0.90 -0.75 287101.960 6281483.410 43.63

32 A ROUTE 0.90 -0.75 287095.690 6281486.270 43.53

33 A ROUTE 0.90 -0.75 287068.060 6281477.190 44.11

34 A ROUTE 0.90 -0.75 287045.020 6281469.610 44.43


36 A DUCT END 0.90 -0.75 287040.600 6281468.350 43.85

37 A ROUTE 0.90 -0.75 287042.250 6281463.960 44.21

38 A DUCT END 0.90 -0.75 287049.530 6281446.070 44.70


40 A ROUTE 0.90 -0.75 286999.550 6281454.970 44.04

41 A ROUTE 0.90 -0.75 286976.350 6281447.330 43.76

42 A ROUTE 0.90 -0.75 287041.460 6281430.530 45.22


44 A DUCT END 0.90 -0.75 287049.910 6281416.750 45.73

45 A ROUTE 0.90 -0.75 287056.050 6281407.670 46.16

46 A ROUTE 0.90 -0.75 287060.450 6281401.700 46.52

47 A ROUTE 0.90 -0.75 287067.160 6281393.670 47.01

48 A ROUTE 0.90 -0.75 287073.880 6281386.310 47.51


50 A DUCT END 0.90 -0.75 287077.010 6281383.100 47.51

51 A ROUTE 0.90 -0.75 287082.830 6281377.100 47.94

52 A ROUTE 0.90 -0.75 287087.740 6281372.620 48.24

53 A ROUTE 0.90 -0.75 287119.210 6281302.660 51.43


55 A DUCT END 0.90 -0.75 287101.040 6281300.680 52.32

56 A ROUTE 0.90 -0.75 287076.320 6281297.970 54.20

57 A ROUTE 0.90 -0.75 287048.140 6281295.220 55.53

58 A ROUTE 0.68 -0.75 287029.590 6281293.260 56.22

59 A ROUTE 0.90 -0.75 287011.540 6281291.260 56.66

60 A ROUTE 0.90 -0.75 286970.750 6281385.000 47.47

61 A ROUTE 0.90 -0.75 286966.330 6281393.020 46.67

62 A ROUTE 0.90 -0.75 286963.080 6281399.410 45.90

63 A ROUTE 0.87 -0.75 286957.330 6281411.430 44.79

64 A ROUTE 0.90 -0.75 286948.430 6281433.510 43.53

65 A ROUTE 0.90 -0.75 286942.580 6281436.220 43.46



68 A DUCT END 0.90 -0.75 286922.220 6281429.680 43.42

69 A DUCT END 0.88 -0.75 286893.340 6281420.450 43.76


71 A DUCT END 0.90 -0.75 286962.550 6281439.090 43.66

72 A ROUTE 0.90 -0.75 286965.210 6281443.730 43.73



75 A ROUTE 0.90 -0.75 286973.200 6281380.990 47.97

76 A ROUTE 0.89 -0.75 286977.900 6281373.460 48.51

77 A ROUTE 0.63 -0.75 286987.120 6281359.710 50.15

78 A ROUTE 0.90 -0.75 286996.930 6281346.700 51.20

79 A DUCT END 0.90 -0.75 287020.500 6281320.720 54.14


81 A DUCT END 0.90 -0.75 286976.210 6281287.880 57.40


ID

QUALITY

LEVEL

ASSET

PROPERTY LINE

(m)

COVER

(m)


82 A ROUTE 0.90 -0.75 286958.300 6281285.860 58.13

83 A ROUTE 0.90 -0.75 286952.260 6281285.910 58.54

84 A ROUTE 0.90 -0.75 286947.450 6281287.880 58.74

84 A ROUTE 0.84 0.00 287134.780 6281434.280 44.55

85 A ROUTE 0.90 -0.75 286944.810 6281291.030 58.88

86 A ROUTE 0.90 -0.75 286943.660 6281293.430 58.92

87 A ROUTE 0.90 -0.75 286994.280 6281289.680 56.96

88 A ROUTE 0.86 -0.75 287171.860 6281326.770 51.25

89 A ROUTE 0.90 -0.75 287182.300 6281323.980 51.28

90 A ROUTE 0.90 -0.75 287193.000 6281321.940 51.21

91 A ROUTE 0.90 -0.75 287208.740 6281319.580 51.16

92 A ROUTE 0.77 -0.75 287226.100 6281319.210 50.95

93 A DUCT END 0.90 -0.75 287262.880 6281320.260 50.53


95 A ROUTE 0.90 -0.75 287046.100 6281316.850 54.64

96 A ROUTE 0.77 -0.75 287032.220 6281329.570 54.23


98 A ROUTE 0.90 -0.75 287018.710 6281343.850 52.66

99 A ROUTE 0.90 -0.75 286995.750 6281373.000 49.35


101 A DUCT END 0.90 -0.75 286989.690 6281381.830 48.12

102 A DUCT END 1.03 -0.75 286985.030 6281389.140 47.45

103 A ROUTE 0.90 -0.75 286976.770 6281404.760 45.86

104 A ROUTE 0.90 -0.75 286895.980 6281439.470 43.93

105 A DUCT END 0.75 -0.75 286914.150 6281445.410 43.29


107 A ROUTE 0.98 -0.75 286940.630 6281453.890 43.66

108 A ROUTE 0.90 -0.75 286943.210 6281459.850 43.60

109 A DUCT END 0.93 -0.75 286939.160 6281473.100 42.80


111 A ROUTE 0.90 -0.75 286989.850 6281469.980 43.93

112 A ROUTE 0.90 -0.75 287002.370 6281474.300 44.00

113 A ROUTE 0.90 -0.75 287023.680 6281481.240 44.21

114 A ROUTE 0.90 -0.75 287038.500 6281485.850 44.30


116 A ROUTE 0.90 -0.75 287045.500 6281488.310 44.25

117 A ROUTE 0.83 -0.75 287075.210 6281498.020 43.59

118 A ROUTE 1.07 -0.75 287088.950 6281502.060 43.10

119 A ROUTE 0.50 -0.75 287146.020 6281298.220 53.54

120 A ROUTE 0.50 -0.75 287147.970 6281278.890 57.06

121 A DUCT END 0.90 -0.75 287149.540 6281266.120 60.84


123 A ROUTE 0.90 -0.75 286953.650 6281555.900 40.33

124 A ROUTE 0.82 -0.75 286941.150 6281551.740 40.30


126 A ROUTE 0.90 -0.75 286972.440 6281464.370 43.99

127 A ROUTE 0.90 -0.75 286959.710 6281460.170 43.84

128 A ROUTE 0.90 -0.75 286953.900 6281462.770 43.63


130 A ROUTE 0.92 -0.83 286949.410 6281476.410 43.15



133 A ROUTE 0.90 -0.75 286937.400 6281513.120 42.17

134 A ROUTE 0.90 -0.75 286941.390 6281501.790 42.47

135 A ROUTE 1.00 -0.80 286942.300 6281500.890 42.59

136 A ROUTE 0.90 -0.75 287092.640 6281508.610 43.16

137 A ROUTE 0.90 -0.75 287090.010 6281502.880 43.28

138 A ROUTE 0.86 -0.75 287087.520 6281521.830 42.40


140 A STJ LV 0.90 -0.75 287047.390 6281488.920 44.04


142 A ROUTE 1.16 -0.75 287082.320 6281535.940 41.50


144 A ROUTE 0.57 -0.75 287076.630 6281544.580 41.32

145 A ROUTE 0.84 -0.75 287043.380 6281533.390 42.63

146 A ROUTE 0.90 -0.75 286991.340 6281516.560 42.99

147 A ROUTE 0.90 -0.75 286967.740 6281509.020 42.70

148 A ROUTE 0.84 -0.73 286933.930 6281488.760 42.74

149 A ROUTE 1.10 -0.75 286929.220 6281503.980 42.15

150 A ROUTE 0.90 -0.75 286924.390 6281517.040 41.69

151 A ROUTE 0.90 -0.75 286918.770 6281520.150 41.10

152 A ROUTE 0.90 -0.75 286911.030 6281517.290 40.94

153 A DUCT END 0.90 -0.75 286913.640 6281518.330 41.00


155 A ROUTE 0.90 -0.75 286933.150 6281525.920 41.15


157 A ROUTE 0.90 -0.75 286934.080 6281527.990 40.99

158 A ROUTE 0.90 -0.75 286936.060 6281531.690 40.85

SUBSTATIONS

UNDERGROUND

OVERHEAD

GENERAL

REFERENCE DRAWING'S

ORIGINAL

LOCAL GOV AREA

CH'D

HV OP DIAGRAM

UBD/PENGUIN REF

HV SWITCHING

AM PROJ. No.

CAP / SAMP No.

WORK ORDERS

GIS MAP No

DRAWN

DATE

DESIGN

DO NOT

SCALE

METRES

DIMENSIONS

SCALE

IN

SHEET No OF SHEETS

A1

C THIS DRAWING

AND THE

COPYRIGHT

THEREIN IS THE

PROPERTY OF


MAY NOT BE COPIED,

REPRODUCED,


USED WITHOUT THE

WRITTEN CONSENT OF

ENDEAVOUR ENERGY

EPD REFERENCE No.

ABN 69 002 331 142

TEL:(02) 4731-8333 FAX (02) 4731-1594




A

AM

EN

DM

EN

TS

IS

SU

E

OR

IG

IN

AL

5 6 7 8 9

10

11 12

H

G

F

E

D

C

87 109 1211

H

G

F

E

D

C

B

A

652 431

B

4321

EPD 1.5

07.03.16

#3118

404632B

7 7

B.J.

L.R.

B.J.

1:1000

URS 16038

MAP 63 REF K16

6475.32

NORTH RICHMOND 1

HAWKESBURY


10/233/ER1

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

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


ASSET RECORDING

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

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

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

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

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




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

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



TERRY GLASS

TERRY GLASS

BRIAN GAMMAGE

BRIAN GAMMAGE

21/06/16

21/06/16

TONY VELLIO

8784-1900

AMENDMENT.....................................................................

DATE APPROVED : ..........................................................




PRINT NAME : ...................................................................

DR

WN

CH

K'D

P.M

.

B.J.

B07.03.2016

SU

BS

TA

TIO

N N

o. 3

42

63

& 3

42

64

R

EV

IS

ED

.


ID

QUALITY

LEVEL

ASSET

PROPERTY LINE

(m)

COVER

(m)



160 A ROUTE 0.90 -0.75 286944.400 6281534.320 40.40

161 A ROUTE 0.59 -0.75 286966.100 6281541.420 40.36

162 A ROUTE 0.50 -0.75 286973.520 6281543.810 40.35

163 A ROUTE 0.80 -0.75 286998.940 6281552.090 40.08




167 A ROUTE 1.09 -0.75 287210.080 6281338.420 50.37

168 A ROUTE 0.90 -0.75 287205.870 6281335.060 50.65



171 A ROUTE 0.93 -0.75 287228.820 6281331.730 50.48

172 A DUCT END 1.01 -0.75 287262.880 6281332.530 50.43


174 A ROUTE 0.90 -0.75 287289.930 6281334.110 49.71

175 A ROUTE 0.59 -0.75 287040.640 6281565.720 39.83


177 A ROUTE 0.90 -0.75 287062.610 6281572.880 39.81

178 A ROUTE 0.90 -0.75 287068.460 6281570.540 39.93

179 A ROUTE 0.94 -0.75 287073.100 6281559.270 40.33

180 A ROUTE 1.01 -0.75 287175.350 6281340.500 51.00

181 A ROUTE 0.90 -0.75 287160.970 6281345.450 50.63


183 A ROUTE 0.90 -0.75 287150.860 6281349.450 50.33

184 A ROUTE 0.90 -0.75 287143.580 6281352.950 50.15

185 A ROUTE 0.90 -0.75 287134.520 6281357.550 49.90

186 A ROUTE 0.90 -0.75 287129.770 6281360.210 49.53


188 A ROUTE 0.90 -0.75 287121.250 6281365.320 49.32

189 A ROUTE 0.90 -0.75 287113.450 6281370.360 49.09

190 A ROUTE 0.90 -0.75 287100.430 6281380.980 48.39

191 A ROUTE 0.63 -0.75 287087.890 6281392.870 47.56

192 A ROUTE 0.90 -0.75 287074.920 6281407.150 46.82

193 A ROUTE 0.90 -0.75 287066.040 6281418.550 46.13

194 A ROUTE 0.90 -0.75 287062.200 6281424.500 45.82

195 A ROUTE 0.90 -0.75 287057.560 6281432.160 45.55

196 A ROUTE 0.90 -0.75 287123.490 6281341.550 50.00

197 A ROUTE 0.90 -0.75 287116.000 6281326.160 50.58

198 A ROUTE 0.90 -0.75 287114.450 6281322.890 50.72

199 A ROUTE 0.90 -0.75 287104.250 6281315.410 52.13


201 A ROUTE 0.90 -0.75 287100.290 6281314.910 52.44



204 A ROUTE 0.90 -0.75 287025.090 6281316.020 55.20

205 A ROUTE 0.90 -0.75 287022.060 6281307.050 55.89

206 A ROUTE 0.85 -0.75 287003.530 6281305.120 56.63

207 A ROUTE 0.90 -0.75 286974.960 6281301.180 57.24


212 A ROUTE 0.90 -0.75 287136.590 6281335.090 50.31


214 A ROUTE 0.90 -0.75 287142.180 6281337.190 50.53


216 A ROUTE 0.90 -0.75 287157.420 6281331.540 50.77

217 A EXISTING 0.50 -0.75 287156.900 6281330.610 51.05

255 A DUCT END 0.90 -0.75 287149.340 6281264.330 61.12

256 A EXISTING 0.90 -0.75 287149.560 6281266.520 60.78

257 A DUCT END 0.90 -0.75 287120.380 6281261.750 62.37

258 A ROUTE 0.90 -0.75 287294.490 6281365.360 46.00

259 A ROUTE 0.90 -0.75 287294.920 6281352.260 46.83

260 A ROUTE 0.90 -0.75 287295.200 6281335.680 49.46

261 A ROUTE 0.90 -0.75 287294.090 6281334.430 49.67



292 A Earth N/A -0.75 287156.260 6281267.830 61.05

293 A ROUTE 0.90 -0.75 287155.910 6281267.690 61.20

294 A STJ HV 0.90 -0.75 287153.120 6281264.980 60.65

295 A STJ LV 0.90 -0.75 287153.230 6281265.270 60.60

296 A ROUTE 0.90 -0.75 287156.090 6281265.330 60.85

297 C

Retaining Wall

N/A N/A 287157.840 6281266.480 62.35

298 C

Retaining Wall

N/A N/A 287157.520 6281269.850 62.32

299 C

Retaining Wall

N/A N/A 287148.490 6281269.040 62.31

300 C

Retaining Wall

N/A N/A 287148.810 6281265.540 62.27

301 A Earth N/A -0.75 287143.470 6281264.300 61.82

302 A Earth N/A -0.75 287148.050 6281264.500 61.54

303 C Earth N/A -0.75 287052.490 6281444.810 44.83

304 C Earth N/A -0.75 287048.640 6281448.670 44.41


ID

QUALITY

LEVEL

ASSET

PROPERTY LINE

(m)

COVER

(m)


305 C Earth N/A -0.75 287046.750 6281453.390 44.17

318 A LV CABLE N/A N/A 287116.460 6281261.640 63.26

344 A STJ HV 0.90 -0.75 287327.430 6281382.340 43.89

345 A SEALED END HV 0.90 -0.75 287326.380 6281382.410 43.73

350 A STJ HV 0.49 -0.90 287309.030 6281331.680 49.92

351 A SEALED END HV 0.36 -0.79 287309.090 6281332.770 49.66

362 A DUCT END 0.90 -0.75 286912.050 6281530.650 40.60

363 A ROUTE 0.90 -0.75 286894.410 6281524.770 40.78

364 A ROUTE 0.90 -0.75 286892.420 6281525.840 40.82

365 A ROUTE 0.90 -0.75 286891.920 6281527.080 40.89

370 A ROUTE 0.90 -0.75 286907.320 6281534.840 40.72

371 A ROUTE 0.90 -0.75 286908.790 6281529.480 40.46

372 A STJ LV 0.55 -0.79 286908.280 6281531.750 40.56

373 A STJ LV 0.49 -0.81 286908.080 6281532.130 40.55

382 A ROUTE 0.43 -0.75 287037.750 6281583.390 39.96

383 A ROUTE 0.90 -0.75 287055.020 6281588.820 39.93

384 A ROUTE 0.51 -0.75 287068.420 6281584.400 39.83

455 C Earth N/A -0.75 286965.170 6281306.660 57.71

456 C Earth N/A -0.75 286970.120 6281302.740 57.44

457 C Earth N/A -0.75 286974.890 6281302.310 57.25

458 C DUCT END 0.90 -0.75 287050.800 6281443.740 44.80

459 C DUCT END 0.90 -0.75 287122.070 6281347.780 49.63

460 C DUCT END 0.90 -0.75 286966.720 6281303.200 57.65

asset recording road road road no. 15 road vale …

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