DESIGN STANDARD DS 80 - watercorporation.com.au · Assets Delivery Group Infrastructure Design...

Assets Delivery Group Infrastructure Design Branch

DESIGN STANDARD DS 80

WCX CAD Standard

Water Corporation eXternal (WCX) Manual

VERSION 7

REVISION 2

NOVEMBER 2015

Design Standard DS 80

WCX CAD Standard

Ver 7 Rev 2 Page 2 of 122

© Copyright Water Corporation 1996-2015

FOREWORD

The WCX CAD Standard DS 80 is prepared to ensure that the Water Corporation’s staff, external designers,

Alliance partners and contractors are informed as to the Water Corporation’s design standards and

recommended practices. Design standards are intended to promote uniformity so as to simplify design and

drafting practice and have as their ultimate objective the provision of safe and functional plant at minimum

whole of life cost.

The Water Corporation design standards and recommended practices described in this design standard have

evolved over a number of years as a result of design and field experience and these have been investigated

and documented.

Users are invited to forward submissions for continuous improvement to the Drawing Management System

Manager who will consider these for incorporation into future revisions.

Manager, Infrastructure Design

This document is prepared without the assumption of a duty of care by the Water Corporation. The document is not

intended to be nor should it be relied on as a substitute for professional engineering design expertise or any other

professional advice.

It is the responsibility of the user to ensure they are using the current version of this document.

© Copyright – Water Corporation: This standard and software is copyright. With the exception of use permitted by the

Copyright Act 1968, no part may be reproduced without the written permission of the Water Corporation.


WCX CAD Standard



REVISION STATUS

The revision status of this standard is shown section by section below. It is important to note that the

latest revisions including additions, deletions and changes to this version of the standard are also

identified by the use of a vertical line in the left hand margin, adjacent to the revised section.

REVISION STATUS

SECT. VER./

REV.

DATE PAGES

REVISED

REVISION DESCRIPTION

(Section, Clause, Sub-Clause)

RVWD. APRV.

All 7/1 12.11.14 All Preliminaries to Works changed

to Prerequisites to Works

KM MH

All 7.1 12.11.14 All Reference to WCX CD removed KM MH

All 6/3 14.03.11 10,11 Client Consultant title amended GC AK

1 7/2 12.11.15 12 1.revised KM MH

1 7/1 12.11.14 12 1.revised KM MH

1 7/1 12.11.14 13 1.1 revised KM MH

1 7/0 12.04.13 12 1.revised KM MH

1 7/0 12.04.13 12 1.1 revised KM MH

1 6/3 14.03.11 10 AutoCAD version revised GC AK

1 6/3 14.03.11 11 1.1 revised KM AK

1 6/2 30.06.10 10 1 Reference to Briscad added GC AK

1 6/2 30.06.10 11 1.1 revised GC AK

2 7/2 12.11.15 20 2.6.2 revised KM JB

2 7/1 12.11.14 22,23 2.8 MSWA plansets added KM MH

2 7/0 12.04.13 14-24 2.2. Drawing Titles Added KM MH

2 7/0 12.04.13 21,22 2.8. AWA Planset Titles Added KM MH

2 7/0 12.04.13 19 2.6.2 IWSS added BS MH

2 6/1 30.04.09 12 2 Alliance Partners added GC AK

2 6/1 30.04.09 12 2.1 Preliminary, Engineering &

Detail Design added

GC AK

2 6/2 30.06.10 12 2.1 Preliminary, Engineering &

Detail Design removed

GC AK

2 6/2 30.06.10 14 2.3.3.6 & 2.3.4.6 revised GC AK

2 6/2 30.06.10 16 2.4.4.3 revised GC AK

3 7/2 12.11.15 35 3.12.2 revised KM JB

3 7/1 12.11.14 35 3.12.2.2 South Coastal District

moved to Great Southern

Region

JB MH

3 7/0 12.04.13 25 3. Revised KM MH

3 7/0 12.04.13 26 -39 3. ESR & CDR bundles added KM MH

3 7/0 12.04.13 28 3.4 Air Vent Arrangement

added

KM MH

3 7/0 12.04.13 35 3.12.2.5 revised KM MH

3 7/0 12.04.13 37 3.15 & 3.16 AWA bundles

added

KM MH

3 6/1 30.04.08 22 – 35 3.1, 3.2, 3.4, 3.6, 3.8, 3.9, 3.10,

3.12.1, 3.13, 3.18 Bundle 72

added

GC AK


WCX CAD Standard



REVISION STATUS

SECT. VER./

REV.

DATE PAGES

REVISED



RVWD. APRV.

3 6/1 30.04.08 26 3.7 Bundle 7 added GC AK

3 6/1 30.04.08 26 3.14 heading revised GC AK

3 6/1 30.04.08 26 3.15 heading revised GC AK

3 6/2 30.06.10 22 – 35 3.1 to 3.18 Bundle 14 added SS AK

3 6/2 30.06.10 22 – 35 3.1 to 3.18 Bundle 69 added AM AK

3 6/2 30.06.10 22 – 35 3.1 to 3.18 Bundles 95-99

revised

KW AK

3 6/2 30.06.10 24 3.3 revised GC AK

3 6/2 30.06.10 25 3.5 Bundle 7 removed GC AK

3 6/2 30.06.10 34 3.14 Bundles 105 & 107 revised CW AK

3 6/2 30.06.10 34 3.15 Bundle 207 revised GC AK

3 6/2 30.06.10 34 3.16 Bundle 7 revised GC AK

3 6/2 30.06.10 34 3.16 Bundle 0 added GC AK

4 7/1 12.11.14 41 CAD_Layers 4.1 revised SM MH

4 6/1 30.04.09 37 CAD_Layers 4.1 revised GC AK



5 7/0 12.04.13 49 5.4.1 revised BS MH

5 7/0 12.04.13 53 5.7.2 revised KM MH

5 6/3 03.0.11 48 5.4.2 revised GC NH

5 6/3 14.03.11 50 5.7.2 revised AM AK

5 6/1 30.04.09 42 5.3.1 TB added LR AK

5 6/1 30.04.09 44 5.4.1 09 amended LN AK

5 6/1 30.04.09 45 5.4.1 77 added & 99 amended MF AK

5 6/1 30.04.09 47 5.5 revised MF AK

5 6/1 30.04.09 45 5.5.1 revised MF AK

5 6/1 30.04.09 47 5.6 revised GM AK

5 6/1 30.04.09 48 5.6.1 revised GM AK

6 7/0 12.04.13 55 6. revised KM MH

6 7/0 12.04.13 56 EG71-1-1 revised KM MH

7 7/2 12.11.15 56-62 Drain additions and deletions KM SD

7 6/3 14.03.11 54 - 60 7 revised MD AK

8 7/2 12.11.15 69 GB72-60-83.2 revised KM MH

8 7/0 12.04.13 64 8 revised BS MH

8 7/0 12.04.13 68 GB72-60-1 revised SM MH

8 7/0 12.04.13 69 GB72-60-2 revised SM MH

8 6/2 30.06.10 65 GB72-60-1 revised SM AK

8 7/2 12.11.15 71 9 revised KM MH

9 7/1 12.11.14 72 9 revised KM MH

9 7/1 12.11.14 74 9 PTW and D&C removed KM MH

9 7/1 12.11.14 74 9.1.1.6 Rev Y instructions added KM MH

9 7/1 12.11.14 9.Design and Construct Title

block removed

KM MH


WCX CAD Standard



REVISION STATUS

SECT. VER./

REV.

DATE PAGES

REVISED



RVWD. APRV.

9 7/0 12.04.13 72 9. revised KM MH

9 7/0 12.04.13 75 9.1.3 Hold points added SE MH

9 7/0 12.04.13 76 Sample drawing updated KM MH

9 6/3 14.03.11 69 AutoCAD version revised GC AK

9 6/1 30.04.09 68 9 AutoCAD version amended GC AK

9 6/1 30.04.09 69 9.1.1.5 revised GC AK

9 6/1 30.04.09 71 9.1.1.8 added GC AK

10 7/1 12.11.14 79-87 10 Flow charts revised KM MH

10 6/1 30.04.09 74 10 DMS / aquaDRAW

definition added

GC AK

10 6/1 30.04.09 77 - 85 10 Reference to microfilming

removed

GC AK

11 7/1 12.11.14 82 11.1 Table 5 revised KM MH

11 6/1 30.04.09 95 11.3 Table revised & note 5

added

LN AK

11 6/2 30.06.10 90 & 92 11.1 Tables 2 & 9 removed KR AK

11 6/2 30.06.10 93 11.2 Part A revised KR AK

12 7/2 12.11.15 94 12 revised KM MH

12 7/0 12.04.13 96 12.1.2 Local removed KM MH

12 6/3 14.03.11 95 12.1.2 MGA94-48 added GC AK

14 7/2 12.11.15 102 14.3 revised KM MH

14 7/2 12.11.15 106 Non Drinking Water added KM CW

14 7/1 12.11.14 106 14.3.3 revised KM MH

14 7/1 12.11.14 107,108 14.3.6 Drainage requirements

added

KM MH

14 7/0 12.04.13 103 14.1 & 14.2 revised KM MH

14 7/0 12.04.13 108 14.3.8 revised KM MH

14 6/3 14.03.11 102 14.1 revised KM AK

14 6/1 30.04.09 104 - 105 14.3.1 b) & c) revised WE AK

14 6/1 30.04.09 105 14.3.2 revised GC AK

14 6/1 30.04.09 106 14.3.3 revised GC AK

14 6/1 30.04.09 106 14.3.4 revised GC AK

14 6/2 30.06.10 102 14.1 revised GC AK

15 7/2 12.11.15 107,116 Wickham & Morowa planset

amended

KM MH

15 7/1 12.11.14 109,118 15 Bridgetown scheme renamed

to Warren Blackwood

KM MH

15 6/3 14/03/11 108 15 Bridgetown titles amended GC AK

16 7/0 12.04.13 117 16 revised BS MH


WCX CAD Standard



DESIGN STANDARD DS 80 WCX CAD Standard

CONTENTS Section Page

1 INTRODUCTION ...................................................................................................................... 12

1.1 Drawing Process Requirements: .............................................................................................. 12

2 PLANSET CREATION - TYPE EXAMPLE PLANSET TITLES ........................................ 14

2.1 Electrical and/or Instrumentation Drawings of Existing Assets ........................................... 14

2.2 Wastewater Treatment Plants .................................................................................................. 14 2.2.1 Metropolitan Prerequisites to Works ........................................................................................... 14 2.2.2 Country Prerequisites to Works ................................................................................................... 14 2.2.3 Metropolitan Plants ...................................................................................................................... 15 2.2.4 Country Plants .............................................................................................................................. 15

2.3 Wastewater Conveyance ........................................................................................................... 15 2.3.1 Metropolitan Prerequisites to Works ........................................................................................... 15 2.3.2 Country Prerequisites to Works ................................................................................................... 15 2.3.3 Metropolitan - Reticulation Area, Pumping Station, Overflow Risk Management,

Pressure Main & Main/Branch Sewer ......................................................................................... 15 2.3.3.1 For Reticulation Area With Gravity System Only ....................................................................... 15 2.3.3.2 For Reticulation Area With Pressure Sewer System Only .......................................................... 15 2.3.3.3 For Reticulation Area With Both Gravity And Pressure Sewer Systems .................................... 15 2.3.3.4 For Pumping Station And Pressure Main .................................................................................... 16 2.3.3.5 For Pumping Station .................................................................................................................... 16 2.3.3.6 For Pressure Main ........................................................................................................................ 16 2.3.3.7 For Main/Branch Sewer ............................................................................................................... 16 2.3.4 Country - Reticulation Area, Pumping Station, Overflow Risk Management, Pressure

Main & Main/Branch Sewer ........................................................................................................ 16 2.3.4.1 For Reticulation Area................................................................................................................... 16 2.3.4.2 For Pumping Station And Pressure Main Within Single Sewer District Town .......................... 16 2.3.4.3 For Pumping Station Within Single Sewer District Town .......................................................... 16 2.3.4.4 For Pumping Station And Pressure Main Within Multiple Sewer District Town ....................... 16 2.3.4.5 For Pumping Station Within Multiple Sewer District Town ....................................................... 16 2.3.4.6 For Pressure Main ........................................................................................................................ 16 2.3.4.7 For Main/Branch Sewer ............................................................................................................... 16

2.4 Water Supply .............................................................................................................................. 17 2.4.1 Metropolitan Prerequisites to Works ........................................................................................... 17 2.4.2 Country Prerequisites to Works ................................................................................................... 17 2.4.3 Metropolitan - Distribution or Trunk Main, Water Treatment Plant, Reservoir, Pumping

Station & Groundwater Scheme .................................................................................................. 17 2.4.3.1 For Distribution or Trunk Main ................................................................................................... 17 2.4.3.2 For Water Treatment Plant .......................................................................................................... 17 2.4.3.3 For Reservoir ............................................................................................................................... 17 2.4.3.4 For Pumping Station .................................................................................................................... 17 2.4.3.5 For Groundwater Scheme ............................................................................................................ 17 2.4.4 Country - Specific Project within Water Supply Scheme, Specific Project on Main

Conduit, ADWG Program & Aboriginal Community ................................................................. 18 2.4.4.1 For Specific Project within Water Supply Scheme ..................................................................... 18 2.4.4.2 For Specific Project on Main Conduit ......................................................................................... 18 2.4.4.3 For Aboriginal Community .......................................................................................................... 18


WCX CAD Standard



2.5 Metropolitan Drainage .............................................................................................................. 18 2.5.1 Main Drain, Branch Drain, Pumping Station & Pressure Main, Declared Drainage Area

Alteration & Declared Drainage Area Alteration (Ministerial)................................................... 18 2.5.1.1 For Main Drain ............................................................................................................................ 18 2.5.1.2 For Branch Drain ......................................................................................................................... 18 2.5.1.3 For Branch Drain Pumping Station & Pressure Main ................................................................. 18 2.5.1.4 For Declared Drainage Area Alteration ....................................................................................... 18 2.5.1.5 For Declared Drainage Area Alteration (Ministerial) ................................................................. 18

2.6 Electrical, Mechanical & SCADA ............................................................................................ 19 2.6.1 Metropolitan - Specific Site and Country - Town & Regional Specific ...................................... 19 2.6.1.1 For Metropolitan - Specific Site .................................................................................................. 19 2.6.1.2 For Country - Town Specific Site ................................................................................................ 19 2.6.1.3 For Country - Regional Site ......................................................................................................... 19 2.6.2 SCADA Drawings........................................................................................................................ 19 2.6.2.1 For Metropolitan UWSS - Planset HZ23 ..................................................................................... 19 2.6.2.2 For G&AWS MicroSCADA & UWSS - Planset CB81 .............................................................. 19 2.6.2.3 For North West Region - Planset FW54 ...................................................................................... 19 2.6.2.4 For Mid West Region - Planset EQ42 ......................................................................................... 19 2.6.2.5 For South West Region - Planset HY74 ...................................................................................... 19 2.6.2.6 For Great Southern Region - Planset IB24 .................................................................................. 19

2.7 Dams & Dam Safety .................................................................................................................. 20 2.7.1.1 For Metropolitan .......................................................................................................................... 20 2.7.1.2 For Regional................................................................................................................................. 20

2.8 Development Services Branch .................................................................................................. 21 2.8.1 Wastewater Reticulation Area & Extension, Pumping Station, Pressure Main &

Main/Branch Sewer ..................................................................................................................... 21 2.8.1.1 For Wastewater Reticulation Area - Subdivision Including Vacant Strata of Small

Landholdings Involving a Single Stage ....................................................................................... 21 2.8.1.2 For Wastewater Reticulation Area - Staged Subdivisions ........................................................... 21 2.8.1.3 For Wastewater Reticulation Area – Subdivision with Advanced Works Agreement

(AWA) – Concept Plans .............................................................................................................. 21 2.8.1.4 For Wastewater Reticulation Area – Subdivision with Advanced Works Agreement

(AWA) – Stages ........................................................................................................................... 21 2.8.1.5 For Wastewater Reticulation Area – Subdivision with Multi Staged Works Agreement

(MSWA) – Concept Plans ........................................................................................................... 21 2.8.1.6 For Wastewater Reticulation Area – Subdivision with Multi Staged Works Agreement

(MSWA) – Stages ........................................................................................................................ 21 2.8.1.7 For Wastewater Reticulation Extension - Subdivision of Existing Serviced Lots ...................... 22 2.8.1.8 For Wastewater Pumping Station & Pressure Main .................................................................... 22 2.8.1.9 For Wastewater Pumping Station ................................................................................................ 22 2.8.1.10 For Wastewater Pressure Main .................................................................................................... 22 2.8.1.11 For Wastewater Main/Branch Sewer ........................................................................................... 22 2.8.2 Water Supply Reticulation, Pumping Station & Distribution or Trunk Main ............................. 22 2.8.2.1 For Water Reticulation - Subdivision Including Vacant Strata of Small Landholdings

Involving a Single Stage .............................................................................................................. 22 2.8.2.2 For Water Supply Reticulation .................................................................................................... 22 2.8.2.3 For Water Supply Reticulation – Subdivision with Advanced Works Agreement (AWA)

– Concept Plans ........................................................................................................................... 22 2.8.2.4 For Water Supply Reticulation – Subdivision with Advanced Works Agreement (AWA)

– Stages ........................................................................................................................................ 23 2.8.2.5 For Water Supply Reticulation – Subdivision with Multi Staged Works Agreement

(MSWA) – Concept Plans ........................................................................................................... 23 2.8.2.6 For Water Supply Reticulation – Subdivision with Multi Staged Works Agreement

(MSWA) – Stages ........................................................................................................................ 23


WCX CAD Standard



2.8.2.7 For Pumping Station (Including Booster and Transfer) .............................................................. 23 2.8.2.8 For Distribution or Trunk Main ................................................................................................... 23 2.8.3 Network Expansion - Wastewater & Water Extension, Private Wastewater Pumping

Station & Drainage ...................................................................................................................... 23 2.8.3.1 For Wastewater Extension ........................................................................................................... 23 2.8.3.2 For Water Supply Extension ........................................................................................................ 23 2.8.3.3 For Private Wastewater Pumping Station .................................................................................... 23 2.8.3.4 For Drainage Plansets Refer ‘Section 2.5 - Metropolitan Drainage’ ........................................... 23

2.9 Country Region .......................................................................................................................... 24 2.9.1 Subdivision, Wastewater Extension, Water Supply Extension, Wastewater Private

Pumping Station & Drainage ....................................................................................................... 24 2.9.1.1 For Subdivision ............................................................................................................................ 24 2.9.1.2 For Staged Subdivision ................................................................................................................ 24 2.9.1.3 For Wastewater Extension ........................................................................................................... 24 2.9.1.4 For Water Supply Extension ........................................................................................................ 24 2.9.1.5 For Wastewater & Water Supply Extension ................................................................................ 24 2.9.1.6 For Wastewater Private Pumping Station .................................................................................... 24 2.9.1.7 For Drainage ................................................................................................................................ 24

2.10 Water Supply Systems - Functional Descriptions................................................................... 24

3 BUNDLE NUMBERING CONVENTION ............................................................................... 25

3.1 Major Wastewater Treatment Plants ...................................................................................... 26

3.2 Minor Wastewater Treatment Plants ...................................................................................... 27

3.3 Wastewater Conveyance - Reticulation Area (Gravity &/or Pressure Sewer System)....... 27

3.4 Wastewater Conveyance - Pumping Station & Pressure Main ............................................. 28

3.5 Wastewater Conveyance - Main & Branch Sewer ................................................................. 29

3.6 Water Treatment Plants & Membrane Treatment Plants .................................................... 29

3.7 Water Supply - Reticulation ..................................................................................................... 30

3.8 Water Supply - Tank & Reservoir ........................................................................................... 31

3.9 Water Supply - Pumping Station ............................................................................................. 31

3.10 Water Supply - Distribution, Bore or Trunk Main ................................................................ 32

3.11 Drainage & Irrigation - Urban & Country Main Drain ........................................................ 33

3.12 Supervisory Control & Data Acquisition (SCADA) ............................................................... 34 3.12.1 Metropolitan - Specific Site & Country (Town & Regional) - Specific Site Drawings .............. 34 3.12.2 SCADA Block Diagrams ............................................................................................................. 34 3.12.2.1 For Metropolitan UWSS - Planset HZ23 ..................................................................................... 34 3.12.2.2 For Goldfields and Agricultural Region- Planset CB81 .............................................................. 35 3.12.2.3 For North West Region - Planset FW54 ...................................................................................... 35 3.12.2.4 For Mid West Region - Planset EQ42 ......................................................................................... 35 3.12.2.5 For South West Region - Planset HY74 ...................................................................................... 35 3.12.2.6 For Great Southern Region - Planset IB24 .................................................................................. 35 3.12.2.7 Drawing Titles - SCADA ............................................................................................................. 35


WCX CAD Standard



3.13 Dams & Dam Safety .................................................................................................................. 36

3.14 Development Services Branch & Regions - Design Submissions - Water -

Reticulation (for subdivisional, MSWA and AWA projects only) ........................................ 37

3.15 Development Services Branch & Regions - Design Submissions - Wastewater -

Reticulation (for subdivisional, MSWA & AWA projects only) ........................................... 37

3.16 Development Services Branch & Regions – MSWA & AWA Design Submissions –

Concept Plans ............................................................................................................................. 37

3.17 Development Services Branch & Regions - Design Submissions - Wastewater -

Private Pumping Station, Pressure Main & Associated Reticulation .................................. 38

3.18 Development Services Branch & Network Expansion - Design Submissions –

Drainage & Irrigation ............................................................................................................... 38

3.19 Water Reclamation Plant .......................................................................................................... 38

3.20 Corporate Real Estate Branch - Water Corporation Facilities -Design Submissions ........ 39

4 DRAWING DEFAULT LAYERING SYSTEMS .................................................................... 40

5 EQUIPMENT NUMBERING SYSTEM .................................................................................. 44

5.1 Introduction ................................................................................................................................ 44

5.2 General Description of System ................................................................................................. 44

5.3 Equipment Types ....................................................................................................................... 44 5.3.1 General Plant Equipment ............................................................................................................. 44 5.3.2 Water Conveyance Systems ......................................................................................................... 47

5.4 Process / Facilities ...................................................................................................................... 47 5.4.1 Wastewater Treatment Plants ...................................................................................................... 47 5.4.2 Water Treatment Plants ............................................................................................................... 49

5.5 Wastewater Treatment Plant Equipment Identification Numbers ...................................... 50 5.5.1 Wastewater Treatment Plants (Instruments) ................................................................................ 51

5.6 Water Treatment Plant Equipment Identification Numbers ................................................ 51 5.6.1 Water Treatment Plants (Instruments) ......................................................................................... 51

5.7 Water Conveyance Equipment Identification Numbers ........................................................ 52 5.7.1 General ......................................................................................................................................... 52 5.7.2 Valves and Flow Meters .............................................................................................................. 52

5.8 Water Reticulation Equipment Identification Numbers ....................................................... 53 5.8.1 General ......................................................................................................................................... 53 5.8.2 Bores ............................................................................................................................................ 53

6 STANDARD COLOUR CODING FOR PIPEWORK ............................................................ 54

7 REGISTERED PLANSET NUMBERS FOR EXISTING METROPOLITAN DRAINS .... 56

8 WATER CORPORATION - PROCESS & INSTRUMENTATION DIAGRAM (P&ID)

STANDARD SYMBOLS ............................................................................................................ 63

8.1 Drawing Production Procedure ................................................................................................ 63 8.1.1 Asset Identification ...................................................................................................................... 64 8.1.2 Order of Detail Arrangement ....................................................................................................... 64 8.1.3 Note on Drawing .......................................................................................................................... 64 8.1.4 Attribute Data .............................................................................................................................. 64 8.1.5 File Delimiters ............................................................................................................................. 64 8.1.6 Use of Grids and Snaps ................................................................................................................ 64 8.1.7 Layer and Linetypes ..................................................................................................................... 64


WCX CAD Standard



8.2 Extract Procedure ...................................................................................................................... 64 8.2.1 Attribute Extraction ..................................................................................................................... 64

8.3 Spreadsheet Procedure .............................................................................................................. 65

9 WATER CORPORATION – DRAWING CHECKING, APPROVAL AND CANCELLING

REQUIREMENTS ...................................................................................................................... 71 9.1.1 Drawing Checking and Approval ................................................................................................ 72 9.1.1.1 Check by Draftsperson ................................................................................................................. 72 9.1.1.2 Drafting Check ............................................................................................................................. 72 9.1.1.3 Design Calculations and Check (If Design Input Within Drawing) ............................................ 72 9.1.1.4 Review and Recommendation ..................................................................................................... 72 9.1.1.5 Review and Approval .................................................................................................................. 73 9.1.1.6 Revision Responsibilities ............................................................................................................. 73 9.1.1.7 Design Survey and ‘As Constructed’ Survey Recording ............................................................. 73 9.1.2 Drawing Revision to Cancelled Status ........................................................................................ 74 9.1.2.1 Case 1 ........................................................................................................................................... 74 9.1.2.2 Case 2 ........................................................................................................................................... 74 9.1.3 ‘Hold’ Points ................................................................................................................................ 74

10 WATER CORPORATION - DRAWING MANAGEMENT SYSTEM (AQUADRAW)

PROCEDURAL FLOW CHARTS, GROUPS & FUNCTIONALITY .................................. 76

11 STANDARD WATER, WASTEWATER & TREATMENT PROCESS PIPEWORK

DESIGNATIONS ........................................................................................................................ 88

11.1 Pipe Type Designations ............................................................................................................. 89

11.2 Joint, Coating and Lining Designations ................................................................................... 92

11.3 Pipe Contents Abbreviations .................................................................................................... 93

12 VERTICAL DATUM & COORDINATE SYSTEM DESIGNATIONS ................................ 94 12.1.1 Vertical Datum ............................................................................................................................. 94 12.1.2 Coordinate System for NEW Drawings ....................................................................................... 94

12.2 Coordinate System for REVISED Drawings........................................................................... 95

13 WATER CORPORATION SURVEY FEATURE CODES .................................................... 97

14 ‘AS CONSTRUCTED’ DRAWING REQUIREMENTS ...................................................... 101

14.1 General Requirements ............................................................................................................. 101

14.2 Format of ‘As Constructed’ Drawings .................................................................................. 101

14.3 Required ‘As Constructed’ Information Detail .................................................................... 102 14.3.1 Wastewater Pumping Station &/or Pressure Main .................................................................... 102 14.3.2 Wastewater Main Sewers........................................................................................................... 103 14.3.3 Water Supply Distribution Pipelines ......................................................................................... 104 14.3.4 Water Supply Distribution Tanks .............................................................................................. 104 14.3.5 Dams and Dam Safety ................................................................................................................ 105 14.3.6 Urban Main Drain & Country Drains ........................................................................................ 105 14.3.7 Water Supply Reticulation ......................................................................................................... 106 14.3.8 Non Drinking Water Reticulation .............................................................................................. 106 14.3.9 Wastewater Reticulation ............................................................................................................ 106 14.3.10 Water and Wastewater Treatment Plants ................................................................................... 106


WCX CAD Standard



15 WATER CORPORATION - REGISTERED PLANSET NUMBERS FOR EXISTING WATER

SYSTEM FUNCTIONAL DESCRIPTIONS ......................................................................... 107

16 WATER CORPORATION - FUNCTIONAL CONTROL DIAGRAM (FCD) STANDARD

SYMBOLS ................................................................................................................................. 117

16.1 Drawing Production Procedure .............................................................................................. 117 16.1.1 Drawing Sheet Size .................................................................................................................... 118 16.1.2 Use of Grids and Snaps .............................................................................................................. 118 16.1.3 Linetypes .................................................................................................................................... 118 16.1.4 Planset Allocation ...................................................................................................................... 118


WCX CAD Standard



1 INTRODUCTION

All drawings produced for the Water Corporation shall be metric, in accordance with AS 1100 and

drawn on A1, A2, A3 or A4 sheets. All hardcopy drawings issued to the Water Corporation for final

acceptance shall be original sheet size. Standard Water Corporation drawing sheets will be supplied to

the Contractor in electronic form on the WCX (Water Corporation eXternal) Compact

Disc/download*, for AutoCAD or MicroStation. The Contractor shall ensure that the standard

electronic drawing sheet is used for all CAD produced drawings and shall ensure that all of the

appropriate fields within the titleblock are completed.

Each drawing prepared by the Contractor shall carry a suitable identification label (eg electronic

insert) stating the title of the Contractor's firm, separate from the titleblock, but positioned within or

as close to the titleblock as possible. For example, refer ‘Section 9 - Drawing AA99-1-2-3A’.

All drawings shall be delivered to the Water Corporation in both electronic and hardcopy form.

Drawings shall be supplied in AutoCAD 2012 (or later). MicroStation drawings may also be accepted

subject to prior approval by the DMS Manager or when existing MicroStation drawings are being

revised. Drawings in AutoCAD LT, AutoCAD for Mac, Drafix, DesignCAD, Briscad or similar

format will not be accepted. New projects shall consist of drawings in one CAD package or the other,

but not a mixture of both. New drawings for existing assets shall be submitted in the same format as

any existing CAD drawings. Where an existing asset has a combination of formats contact the DMS

Manager for direction.

Any electronic drawings supplied to the Water Corporation must be independent of any dependencies

on software other than AutoCAD or MicroStation. Such software includes applications based on

AutoCAD or MicroStation, object enablers, third party applications, and so on. Such software may be

used during the creation and modification of drawings, but any drawing provided to the Water

Corporation must not retain any reliance on such software in order to maintain the drawing's

completeness or correctness.

The drawings shall include any Reference (MicroStation) or Xref (AutoCAD) files relating to those

particular drawings. AutoCAD drawings shall not reference MicroStation drawings and MicroStation

drawings shall not reference AutoCAD drawings. It is important to note that no registered drawing

submitted to the Water Corporation for final acceptance may attach any other registered drawing as a

reference or Xref file.

The Water Corporation’s Project Manager, Design Manager, Land Servicing Consultant, DMS

Manager, Planning Manager, CAD User or Planset Administrator will supply the formal Planset

number and title lines 1 and 2 to the Contractor upon request.

The Contractor shall modify and complete the Water Corporation titleblock as follows:-

(a) The appropriate first initial and full surname shall be inserted into the ‘Drawn’, ‘Q.C.

Checked’, ‘Design Calc’ (if applicable) and ‘Design Checked’ (if applicable), fields.

(b) The statutory titles in each signatory box shall be amended to that of the Contractor’s engineer

or representative who has checked the drawing and who takes professional responsibility for

the drawing content.

(c) Every signatory box in the titleblock shall be dated and signed by the person whose statutory

title is mentioned within.

The Vertical Datum and Coordinate System boxes shall have a DMS (aquaDRAW) compliant entry

indicating the relevant geo-spatial datum. Refer ‘Section 12 - Vertical Datum & Coordinate System

Designations’.

1.1 Drawing Process Requirements:

For all approved drawings and subsequent revisions, the DMSOUT routine shall be run from inside

AutoCAD or MicroStation and the resultant output (dwg, dgn or zip) file/s sent together with, a


WCX CAD Standard



signed original sheet size** hardcopy print, to the Water Corporation’s Design Manager, Land

Servicing Consultant, DMS Manager, Planning Manager CAD User or project owner as appropriate.

The resultant output file/s can be found in the C:\aquaDRAW\CheckIn folder (although the setting for

this location may be user-modified after installation). The DMSOUT routine interrogates the

titleblock and verifies that it has been completed correctly and is DMS (aquaDRAW) compliant.

Refer ‘Section 10 - DMS Procedures 8, 9, 10 and 11 for the Final Drawing Process.

All new drawings submitted to the Water Corporation for final acceptance and archival into the Water

Corporation’s Drawing Management System (DMS***) shall be issue ‘A’. ie. no entry to be inserted

into the ‘Revision’ field of the titleblock. If the issue ‘A’ drawing contains ‘As Constructed’

information, the drawing shall be identified accordingly with a prominent block within the body of the

drawing labelled "As Constructed" or similar and signed and dated by the constructor to certify ‘As

Constructed’ data accuracy.

All Engineering Summary Report (ESR) and Concept Design Report (CDR) Drawings shall be

marked as such with a bold note in the body of the drawing as close to the bottom right as possible.

See sample title block layout – Section 9. Note: This does not apply to Electrical Design Summary

Drawings) (bundle 40)

Only previously archived drawings which have been checked-out of the DMS (aquaDRAW) for

revision will be accepted with an updated issue in the ‘Revision’ field of the titleblock. When a

drawing is required for revision, it shall be requested from the Corporation’s Project Manager, Design

Manager, Planning Manager or Land Servicing Consultant, then modified and returned with a new

issue (revision) letter in accordance with the WCX CAD Standard DS 80.****

If an existing Water Corporation Standard or Example drawing is required to be used (see note) for a

project, then the Standard or Example drawing shall be checked out of the DMS for copy and then all

of the titleblock information shall be updated to represent the Project. The updated information shall

include the drawing title, drawing number, Designer’s Recommended / Approved names, dates and

titles and Design and Drawn names. A bold note shall also be included in the body of the drawing to

identify the source Standard or Example drawing. eg. “This drawing has been derived from XY99-99-

1A”. It is most important to include the Revision letter of the Standard or Example drawing in the

bold note.

Note: It is not a requirement to include Standard Water or Wastewater reticulation or pipe fittings

drawings in the project Planset. However, if any reference to a Standard drawing is required, the

specific drawing number (including revision) shall be stated.

The drawing titleblock integrity shall not be changed in any way. Drawings, which fail titleblock

integrity checking by the Water Corporation, will be rejected and returned to the Contractor for

correction.

All preliminary drawings/images submitted to the Water Corporation for “comment” shall be marked

“preliminary” by using the PRELIM PDF/TIFOUT routine.

Enquiries relating to drawings management and DMS (aquaDRAW) processes should be directed to

the DMS Manager, Infrastructure Design Branch on 9420 2904. Enquiries relating to the technical

content of Section 11 should be directed to the Program Manager Standards, Infrastructure Design

Branch on 9420 2318.

* The WCX Download can be obtained from the Quality Officer, Infrastructure Design Branch of the

Water Corporation at [email protected].

** Signed half-scale reduced prints of original sheet size drawings will not be accepted. The Water

Corporation requires an original sheet size print of each drawing for scanning purposes, to ensure an

acceptable level of clarity of image for loading into the DMS (aquaDRAW).

*** The reference to DMS throughout this document refers to the Water Corporation’s Drawing

Management System and is accessed using the ‘aquaDRAW’ application which was rolled out to all

Water Corporation users in September 2008.

**** Reference to the WCX CAD Standard DS 80 refers to the WCX Download and WCX Manual


WCX CAD Standard



2 PLANSET CREATION - TYPE EXAMPLE PLANSET

TITLES

A Planset is a collection of drawings which are all related to the same project. Each Planset has a

unique number (Planset number) and a two line descriptor (Planset title). The current Planset number

format is <double alpha><double numeric> eg AL46.

The following type example Planset titles are to be used as a guide only. The DMS Manager, DMS

Administrator, CAD User or Planset Administrator with aquaDRAW access, who is creating a new

Planset, shall adhere to the examples shown so that some consistency will be maintained throughout

Planset titles within the Water Corporation’s Drawing Management System (DMS - aquaDRAW).

Refer ‘Section 9’ for the Water Corporation’s sample titleblock layouts.

For external Designers / Alliance Partners / Contractors, the Water Corporation’s Project Manager,

Design Manager, Land Servicing Consultant, DMS Manager, Planning Manager, CAD user or Planset

Administrator will supply the formal Planset number and title lines 1 and 2 upon request.

The mandatory Planset title lines 1 and 2 are system protected and once registered, may only be

modified by the System Administrator. Every drawing within a particular Planset will have the same

Planset title lines 1 and 2. When an electronic drawing is checked-in to the DMS (aquaDRAW), title

lines 3 and 4, which are drawing specific, will be extracted from the drawing and will overwrite the

information for those titles held in the system.

2.1 Electrical and/or Instrumentation Drawings of Existing Assets

Each site has a single Planset number that includes all Electrical and/or Instrumentation maintenance

drawings for assets on that site. When new work is carried out on an existing site, the Electrical

and/or Instrumentation drawings shall be created as revisions to the existing drawings, or, where new

assets are added, new drawing sheets with relevant bundle number (refer Section 3) shall be created

under the same site Planset number. The above requirements shall apply to all stages of design.

2.2 Wastewater Treatment Plants

Planset Creation - Type Example Planset Titles:

2.2.1 Metropolitan Prerequisites to Works

Line 1 METROPOLITAN WASTEWATER

Line 2 BEENYUP WASTEWATER TREATMENT PLANT

Drawing Titles

Line 3 PREREQUISITES TO WORKS

Line 4 NOTICE OF PROPOSAL - GENERAL WORKS

2.2.2 Country Prerequisites to Works

Line 1 PORT HEDLAND WASTEWATER

Line 2 WASTEWATER TREATMENT PLANT

Drawing Titles


Line 4 NOTICE OF PROPOSAL - MAJOR WORKS


WCX CAD Standard



2.2.3 Metropolitan Plants



2.2.4 Country Plants

Line 1 BUNBURY WASTEWATER

Line 2 WASTEWATER TREATMENT PLANT

2.3 Wastewater Conveyance




Line 2 RETICULATION AREA EAST CANNINGTON 1A PUMPING STATION & PM

Drawing Titles


Line 4 NOTICE OF PROPOSAL - GENERAL WORKS [OR MAJOR WORKS]


Line 1 QUAIRADING WASTEWATER

Line 2 RETICULATION AREA QUAIRADING 1A, PUMPING STATION & PM

Drawing Titles



2.3.3 Metropolitan - Reticulation Area, Pumping Station, Overflow Risk

Management, Pressure Main & Main/Branch Sewer

It is important to remember that Reticulation Area and Pumping Station/Pressure Main Plansets must

have separate Planset numbers except for Prerequisites to Works plans.

2.3.3.1 For Reticulation Area With Gravity System Only


Line 2 RETICULATION AREA EAST CANNINGTON 8G

2.3.3.2 For Reticulation Area With Pressure Sewer System Only

Line 1 METROPOLITAN WASTEWATER - PRESSURE SEWER SYSTEM

Line 2 RETICULATION AREA CLAREMONT 1A

2.3.3.3 For Reticulation Area With Both Gravity And Pressure Sewer Systems

Line 1 METROPOLITAN WASTEWATER - GRAVITY & PRESSURE SEWER SYSTEM

Line 2 RETICULATION AREA BASSENDEAN 16A


WCX CAD Standard



2.3.3.4 For Pumping Station And Pressure Main


Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST & PM

2.3.3.5 For Pumping Station


Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST

2.3.3.6 For Pressure Main


Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST PM

2.3.3.7 For Main/Branch Sewer


Line 2 DN1200 WANNEROO MAIN SEWER - SECTION 3 - EAST ROAD

2.3.4 Country - Reticulation Area, Pumping Station, Overflow Risk

Management, Pressure Main & Main/Branch Sewer

2.3.4.1 For Reticulation Area


Line 2 RETICULATION AREA QUAIRADING 1A

2.3.4.2 For Pumping Station And Pressure Main Within Single Sewer District Town


Line 2 PUMPING STATION NO.1 - GREAT EASTERN HIGHWAY & PM

2.3.4.3 For Pumping Station Within Single Sewer District Town


Line 2 PUMPING STATION NO.1 - GREAT EASTERN HIGHWAY

2.3.4.4 For Pumping Station And Pressure Main Within Multiple Sewer District Town

Line 1 MANDURAH WASTEWATER

Line 2 DAWESVILLE PUMPING STATION NO.14 - ESTUARY RD & PM

2.3.4.5 For Pumping Station Within Multiple Sewer District Town

Line 1 GERALDTON WASTEWATER

Line 2 BAYSIDE PUMP STATION NO.W14 - WHITEHILL RD DRUMMOND COVE

2.3.4.6 For Pressure Main

Line 1 QUAIRDING WASTEWATER

Line 2 PUMPING STATION NO.1 - GREAT EASTERN HIGHWAY PM

2.3.4.7 For Main/Branch Sewer

Line 1 ALBANY WASTEWATER

Line 2 DN1200 BAYONET HEAD MAIN SEWER - SECTION 1 - YORK STREET


WCX CAD Standard



2.4 Water Supply



Line 1 METROPOLITAN WATER SUPPLY

Line 2 DN300/400/600 MAIN CONNOLLY DRIVE - CLARKSON KINROSS

Drawing Titles




Line 1 GOLDFIELDS & AGRICULTURAL WATER SUPPLY - MAIN CONDUIT

Line 2 NULLA NULLA PUMPING STATION & 5000M3 RCC STORAGE TANK

Drawing Titles



2.4.3 Metropolitan - Distribution or Trunk Main, Water Treatment Plant,

Reservoir, Pumping Station & Groundwater Scheme

2.4.3.1 For Distribution or Trunk Main


Line 2 DN1000 DISTRIBUTION MAIN - WANNEROO RD WANNEROO

Drawing Title

Line 3 CLARKSON AVE TO WANNEROO RESERVOIR

2.4.3.2 For Water Treatment Plant


Line 2 WANNEROO WATER TREATMENT PLANT PINJAR

2.4.3.3 For Reservoir


Line 2 NEERABUP RESERVOIR - BURNS BEACH ROAD

2.4.3.4 For Pumping Station


Line 2 NEERABUP TRANSFER PUMPING STATION - FLYNN DRIVE

2.4.3.5 For Groundwater Scheme


Line 2 NEERABUP GROUNDWATER SCHEME


WCX CAD Standard



2.4.4 Country - Specific Project within Water Supply Scheme, Specific Project

on Main Conduit, ADWG Program & Aboriginal Community

2.4.4.1 For Specific Project within Water Supply Scheme

Line 1 DONNYBROOK WATER SUPPLY

Line 2 WATER TREATMENT PLANT - BRIDGE STREET

2.4.4.2 For Specific Project on Main Conduit

Line 1 GOLDFIELDS & AGRIC WATER SUPPLY MAIN CONDUIT - CUNDERDIN

Line 2 CHLORINATION BUILDING - REPLACEMENT

2.4.4.3 For Aboriginal Community

Line 1 WATER SUPPLY TANKS - KALUMBURU ABORIGINAL COMMUNITY

Line 2 1125M3 RCC TANK - BOOMERANG ROAD

2.5 Metropolitan Drainage It is important to note that each existing Metropolitan Drain has its own Planset number, ie any new

drawings created for an existing drain will maintain the current Planset number.


2.5.1 Main Drain, Branch Drain, Pumping Station & Pressure Main, Declared

Drainage Area Alteration & Declared Drainage Area Alteration

(Ministerial)

2.5.1.1 For Main Drain

Line 1 METROPOLITAN DRAINAGE

Line 2 WILLIAM ROAD MAIN DRAIN 61701

2.5.1.2 For Branch Drain


Line 2 HIRD ROAD BRANCH DRAIN 80504

2.5.1.3 For Branch Drain Pumping Station & Pressure Main


Line 2 MERRICK WAY BRANCH DRAIN 30302 PUMPING STATION & PM

2.5.1.4 For Declared Drainage Area Alteration

Line 1 METROPOLITAN DRAINAGE - DECLARED DRAINAGE AREA ALTERATION

Line 2 ELLENBROOK 2000 ADDITIONS

Drawing Title

Line 3 LOCALITY PLAN

2.5.1.5 For Declared Drainage Area Alteration (Ministerial)

Line 1 METROPOLITAN DRAINAGE - DECLARED DRAINAGE AREA ALTERATION

Line 2 ELLENBROOK 2000 ADDITION

Drawing Title

Line 3 SIGNATURE PLAN - SHEET 1 OF X

Important Note: Refer ‘Section 7’ for list of registered Planset numbers for existing Metropolitan Drains.


WCX CAD Standard



2.6 Electrical, Mechanical & SCADA


2.6.1 Metropolitan - Specific Site and Country - Town & Regional Specific

2.6.1.1 For Metropolitan - Specific Site

Line 1 METROPOLITAN WASTEWATER [OR METROPOLITAN WATER SUPPLY]


2.6.1.2 For Country - Town Specific Site

Line 1 DUMBLEYUNG WATER SUPPLY

Line 2 CHLORINATION BUILDING

2.6.1.3 For Country - Regional Site

Line 1 GOLDFIELDS & AGRICULTURAL REGION

Line 2 LEONORA VHF REPEATER STATION

2.6.2 SCADA Drawings

All SCADA assets that include connection to the UWSS (Utility Wide SCADA System), the ABB

IWSS MicroSCADA or ABB G&AWS MicroSCADA, shall have an associated set of SCADA

drawings created.

2.6.3 The set of SCADA drawings created shall consist of a SCADA Block

Diagram, Communications Details and Communication Location Plan

drawings.

The drawings shall be allocated to Plansets as shown below:

2.6.3.1 For Metropolitan UWSS - Planset HZ23

Line 1 METROPOLITAN WATER SUPPLY AND WASTEWATER

Line 2 SCADA CONTROL AND COMMUNICATIONS

2.6.3.2 For G&AWS MicroSCADA & UWSS - Planset CB81

Line 1 GOLDFIELDS & AGRICULTURAL WATER SUPPLY


2.6.3.3 For North West Region - Planset FW54

Line 1 NORTH WEST REGION


2.6.3.4 For Mid West Region - Planset EQ42

Line 1 MID WEST REGION


2.6.3.5 For South West Region - Planset HY74

Line 1 SOUTH WEST REGION


2.6.3.6 For Great Southern Region - Planset IB24

Line 1 GREAT SOUTHERN REGION


WCX CAD Standard




2.7 Dams & Dam Safety


2.7.1.1 For Metropolitan


Line 2 CANNING DAM - REMEDIAL WORKS 2001

2.7.1.2 For Regional

Line 1 SOUTH WEST REGION

Line 2 HARRIS DAM - REHABILITATION 2001


WCX CAD Standard



2.8 Development Services Branch


2.8.1 Wastewater Reticulation Area & Extension, Pumping Station, Pressure

Main & Main/Branch Sewer

2.8.1.1 For Wastewater Reticulation Area - Subdivision Including Vacant Strata of Small

Landholdings Involving a Single Stage

Line 1 METROPOLITAN SUBDIVISION WAPC 105861 [OR VS 445-07]

Line 2 LOT 13 CNR GAY & HARPENDEN STS HUNTINGDALE

Drawing Title

Line 3 WASTEWATER - HUNTINGDALE 6

2.8.1.2 For Wastewater Reticulation Area - Staged Subdivisions

Line 1 METROPOLITAN SUBDIVISION WAPC 105862

Line 2 LIVINGSTONE GARDENS THORNLIE - STAGE 2

Drawing Title

Line 3 WASTEWATER - HUNTINGDALE 6

2.8.1.3 For Wastewater Reticulation Area – Subdivision with Advanced Works Agreement

(AWA) – Concept Plans

Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 AWA

Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – CONCEPT PLANS

Drawing Title

Line 3 WASTEWATER – YANCHEP 1

2.8.1.4 For Wastewater Reticulation Area – Subdivision with Advanced Works Agreement

(AWA) – Stages


Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – STAGE ‘X’

2.8.1.5 For Wastewater Reticulation Area – Subdivision with Multi Staged Works Agreement

(MSWA) – Concept Plans

Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 MSWA


Drawing Title

Line 3 WASTEWATER – YANCHEP 1

2.8.1.6 For Wastewater Reticulation Area – Subdivision with Multi Staged Works Agreement

(MSWA) – Stages




WCX CAD Standard



2.8.1.7 For Wastewater Reticulation Extension - Subdivision of Existing Serviced Lots


Line 2 LOT 14 CNR MITFORD & SERVETUS STS CLAREMONT

Drawing Title

Line 3 WASTEWATER - CLAREMONT 1D - EXTENSION

2.8.1.8 For Wastewater Pumping Station & Pressure Main

Line 1 METROPOLITAN WASTEWATER WAPC 100000

Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST & PM

2.8.1.9 For Wastewater Pumping Station


Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST

2.8.1.10 For Wastewater Pressure Main


Line 2 EAST CANNINGTON PUMP STATION NO.4 - SEVENOAKS ST PM

2.8.1.11 For Wastewater Main/Branch Sewer


Line 2 DN1050 WANNEROO MAIN SEWER - SECTION 3

Important Note: Reticulation Area and Pumping Station/Pressure Main Plansets shall have separate

Planset numbers except for Prerequisites to Works plans.

2.8.2 Water Supply Reticulation, Pumping Station & Distribution or Trunk

Main

2.8.2.1 For Water Reticulation - Subdivision Including Vacant Strata of Small Landholdings

Involving a Single Stage

Line 1 METROPOLITAN SUBDIVISION WAPC 105861 [OR VS 445-07]

Line 2 LOT 13 CNR GAY & HARPENDEN STS HUNTINGDALE

Drawing Title

Line 3 WATER SUPPLY - GOSNELLS RIVERTON GRAVITY

2.8.2.2 For Water Supply Reticulation


Line 2 LIVINGSTONE GARDENS THORNLIE - STAGE 2

Drawing Title

Line 3 WATER SUPPLY - GOSNELLS RIVERTON GRAVITY

2.8.2.3 For Water Supply Reticulation – Subdivision with Advanced Works Agreement (AWA)

– Concept Plans



Drawing Title

Line 3 WATER SUPPLY – YANCHEP GRAVITY


WCX CAD Standard



2.8.2.4 For Water Supply Reticulation – Subdivision with Advanced Works Agreement (AWA)

– Stages



2.8.2.5 For Water Supply Reticulation – Subdivision with Multi Staged Works Agreement

(MSWA) – Concept Plans



Drawing Title

Line 3 WATER SUPPLY – YANCHEP GRAVITY

2.8.2.6 For Water Supply Reticulation – Subdivision with Multi Staged Works Agreement

(MSWA) – Stages



2.8.2.7 For Pumping Station (Including Booster and Transfer)

Line 1 METROPOLITAN WATER SUPPLY WAPC 100456

Line 2 NEERABUP TRANSFER PUMPING STATION - FLYNN DRIVE

2.8.2.8 For Distribution or Trunk Main

Line 1 METROPOLITAN WATER SUPPLY WAPC 100789

Line 2 DN1000 DISTRIBUTION MAIN - WANNEROO RD WANNEROO

Drawing Title

Line 3 CLARKSON AVE TO WANNEROO RESERVOIR

2.8.3 Network Expansion - Wastewater & Water Extension, Private Wastewater

Pumping Station & Drainage

2.8.3.1 For Wastewater Extension

Line 1 WASTEWATER SCARBOROUGH 19F - EXTENSION

Line 2 LOT 264 SOUTHBOURNE STREET SCARBOROUGH

2.8.3.2 For Water Supply Extension

Line 1 WATER SUPPLY - THOMPSONS LAKE GRAVITY - EXTENSION

Line 2 LOT 226 JANDAKOT ROAD SOUTH LAKE

2.8.3.3 For Private Wastewater Pumping Station

Line 1 WASTEWATER BALCATTA 15C - PRIVATE PUMPING STATION

Line 2 LOT 2 KING EDWARD ROAD OSBORNE PARK

2.8.3.4 For Drainage Plansets Refer ‘Section 2.5 - Metropolitan Drainage’


WCX CAD Standard



2.9 Country Region


2.9.1 Subdivision, Wastewater Extension, Water Supply Extension, Wastewater

Private Pumping Station & Drainage

2.9.1.1 For Subdivision

Line 1 SOUTH WEST REGION SUBDIVISION WAPC 109836

Line 2 LOT 1 LESLIE STREET EATON

2.9.1.2 For Staged Subdivision

Line 1 MID WEST REGION SUBDIVISION WAPC 126424

Line 2 LOTS 2113 & 2114 CHAPMAN ROAD SUNSET BEACH - STAGE 1B

2.9.1.3 For Wastewater Extension

Line 1 SOUTH WEST REGION WASTEWATER EXTENSION

Line 2 LOT 500 COLLEGE AVENUE BUSSELTON

2.9.1.4 For Water Supply Extension

Line 1 SOUTH WEST REGION WATER SUPPLY EXTENSION

Line 2 LOT 811 CASUARINA DRIVE BUNBURY

2.9.1.5 For Wastewater & Water Supply Extension

Line 1 GOLDFIELDS & AGRIC REGION WATER & WASTEWATER EXTENSION

Line 2 LOTS 159, 161 & 163 CNR DUKE & MORRELL STREETS NORTHAM

2.9.1.6 For Wastewater Private Pumping Station

Line 1 MID WEST REGION WASTEWATER PRIVATE PUMPING STATION

Line 2 LOT 227 CADIZ STREET CERVANTES

2.9.1.7 For Drainage

Line 1 SOUTH WEST REGION - BUSSELTON DRAINAGE DISTRICT

Line 2 VASSE RIVER DIVERSION UPGRADE TO 100 YEAR FLOOD LEVEL

2.10 Water Supply Systems - Functional Descriptions

Planset Creation - Planset Titles Usage:

Refer to ‘Section 15’ for the register of Planset numbers and titles for each existing water supply

system operated by the Water Corporation. The Planning Manager or DMS Manager shall authorise

the registration of new Plansets for future water supply systems.


WCX CAD Standard



3 BUNDLE NUMBERING CONVENTION

This is a numeric within the complete drawing number, which is used to identify a group of drawings

relating to a specific process or portion of the project. The DMS Manager, DMS Administrator,

Planset Administrator or CAD user with aquaDRAW access allocates the bundle number if the

drawing is being prepared within the Water Corporation.

External Designers producing drawings for an existing Planset number, shall seek confirmation from

the Water Corporation’s Project Manager, Design Manager, Land Servicing Consultant or DMS

Manager for the next available drawing number in the appropriate bundle.

All drawings being produced externally with a new Planset number will have the bundle number

allocated by the External Designer. A copy of the final drawing list should be sent to the Water

Corporation’s Project Manager, Design Manager, Land Servicing Consultant, Planning Manager or

DMS Manager on completion, for registration into aquaDRAW.

Important note: For ELECTRICAL and/or INSTRUMENTATION drawings of existing assets only.

Where an existing site is to be upgraded or new assets are to be added to an existing site, it is essential

that the existing site drawings are considered and that the final drawing package incorporates

drawings of both existing and new works/assets in the final single drawing Planset. The new works

can be separated by using new drawing numbers under an existing bundle, or by adding new bundle

numbers to the Planset.

The designer shall consider the extent of the works and liaise with the Client Electrical Engineer to

agree a suitable approach to the numbering system. The numbering systems for existing assets shall be

strictly adhered to.

The designer shall update existing drawings where applicable to describe assets and circuits that are

to be modified during the new works and shall arrange cancellation of obsolete drawings where assets

are to be removed or made obsolete by the project. However, the designer will not be held responsible

for the validity of previous existing drawing information unless specifically directed by the Project

Manager to carry out a site audit and update of the existing drawings.

All proposed drawing number lists for ELECTRICAL and INSTRUMENTATION drawings shall be

approved by the Water Corporation’s Electrical Engineer prior to the creation of drawing/s.

Example: Drawing number AA99-mmm-nnn-xxA

Note: It is NOT necessary to zero pad the bundle, sheet or part sheet numbers within drawing number

Where AA99 = Planset number

mmm = bundle number

nnn = sheet number

xx = part sheet number (not necessary to show on drawing unless used. Part sheets are to

be used for multiple drawings with the same title. The fourth line should include

‘SHEET X OF Y’)

A = issue letter (revision issue) *

The person responsible for allocating a new bundle number/s, shall adhere to the lists shown so that

consistency will be maintained throughout drawing numbering within the Drawing Management

System (DMS - aquaDRAW).

* Note: All new drawings submitted to the Water Corporation for final acceptance and archival into the Water Corporation’s

Drawing Management System (DMS - aquaDRAW) shall be issue ‘A’. ie. no entries to be inserted into the ‘Revision’ fields

of the titleblock. Only previously archived drawings which have been checked-out of the DMS (aquaDRAW) for revision

will be accepted with an updated issue in the ‘Revision’ field of the titleblock.


WCX CAD Standard



3.1 Major Wastewater Treatment Plants Drawing Contents Description Bundle No.

Prerequisites to Works plan……………… ................................................................................... 0

Site location plan……………… ................................................................................................... 1

Inlet works. All structures & equipment up to screen ................................................................... 1

Pre-chlorination/chemical conditioning ......................................................................................... 2

Screens/comminutor/macerator etc ................................................................................................ 3

Grit channels/tanks/chambers ........................................................................................................ 4

Pre-aeration .................................................................................................................................... 5

Primary sedimentation tanks & raw sludge pumping station ....................................................... 6

Raw sludge pumping station (if separate) ...................................................................................... 7

Aeration tanks ................................................................................................................................ 8

Blower house ................................................................................................................................. 9

Final sedimentation tanks & activated sludge pumping station .................................................. 10

Activated sludge pump station (if separate) ................................................................................ 11

Prevention of falls ........................................................................................................................ 14

Tertiary treatment ........................................................................................................ 12, 13 & 15

Effluent pump station/sprinkler system/soakage basin/reclaimed effluent ................................. 16

Ocean outfall ................................................................................................................................ 17

Sundry .......................................................................................................................................... 18

Odour control .............................................................................................................................. 19

Sludge treatment .................................................................................................................. 20 - 24

Admin./admin. control/admin. laboratories/admin. amenities building ..................................... 25

Workshop/workshop & amenities/workshop store building........................................................ 26

Amenities building ...................................................................................................................... 27

Control building .......................................................................................................................... 28

Store building .............................................................................................................................. 29

Gas compressors building ............................................................................................................ 30

Service ducts (including pipe & cable ducts) .............................................................................. 31

Roads/security fencing/security ................................................................................................... 32

Solids disposal plant .................................................................................................................... 33

Hydraulic profile .......................................................................................................................... 34

Functional Control Diagrams (FCD’s) ........................................................................................ 35

Central compressor station (if separate) ...................................................................................... 36

Buildings for electrical equipment ....................................................................................... 37 - 39

Electrical - Primary design drawings (Minor designs) ............................................................... 40

Design summary drawings (Major designs) ............................................................. 40

General-electrical drawings ............................................................................. 41 - 53

Readily identifiable project components ......................................................... 41 - 53

Cathodic protection ..................................................................................................................... 54

Concept design drawings (Electrical) ......................................................................................... 55

Instrumentation and Communications ................................................................................ 56 - 59

Process & Instrumentation Diagrams (P&ID’s) ......................................................................... 60

Control (Binary) Logic Diagrams ................................................................................................ 61

Schedules ............................................................................................................................. 62 – 68

Site Configuration Diagrams ....................................................................................................... 69

General arrangements, isometrics, layouts & sections showing process units & pipework ........ 70

Construction staging & flow control diagrams ............................................................................ 71

Profibus Topology ...................................................................................................................... 72

Energy recovery facility ............................................................................................................... 80

Engineering Summary Report Drawings (ESR) civil / structural / process......................... 85 - 89

Mechanical - Design summary drawings ..................................................................................... 90

Working drawings .......................................................................................... 91 - 94

Concept Design Report Drawings (CDR) civil / structural / mechanical / process ............ 95 - 99

The Principal Engineer, Wastewater Treatment shall first approve any variation from this list.


WCX CAD Standard



3.2 Minor Wastewater Treatment Plants

Bundle numbering convention:

Drawing Contents Description Bundle No.

Prerequisites to Works plan ........................................................................................................... 0

Site location plan ........................................................................................................................... 1

Site plan and/or general arrangement / plant layouts .................................................................... 2

Cross sections / earthworks ........................................................................................................... 3

Access chamber details .................................................................................................................. 4

Discharge tower details .................................................................................................................. 5

Effluent flow measurement structure details ................................................................................. 6

Roads/security fencing/security ..................................................................................................... 7

Aeration arrangement and details .................................................................................................. 8


Effluent pump station/sprinkler system/soakage basin/reclaimed effluent ................................ 16



Note: drawings for new later works shall be numbered consecutively from the last existing number.

Buildings for electrical equipment ........................................................................................ 37- 39

Electrical - Primary design drawings (Minor designs) ................................................................ 40

Design summary drawings (Major designs) .............................................................. 40

General-electrical drawings ............................................................................... 41 - 53

Readily identifiable project ............................................................................... 41 - 53

Cathodic protection ...................................................................................................................... 54



Process & Instrumentation Diagrams (P&ID’s) .......................................................................... 60


Schedules .............................................................................................................................. 62- 68




Profibus Topology ....................................................................................................................... 72



Working drawings ........................................................................................... 91- 94

Concept Design Report Drawings (CDR) civil / structural / mechanical / process.… ......... 95- 99

3.3 Wastewater Conveyance - Reticulation Area (Gravity &/or

Pressure Sewer System)





Reticulation design data plan ......................................................................................................... 2

Reticulation layout plans ............................................................................................................... 3

Miscellaneous ................................................................................................................................ 4

Detailed site survey plans .............................................................................................................. 5

Property sewer service diagram for connection to pressure sewer system .................................... 6

Reticulation ‘As Constructed’ survey data (hard copy print of field notes

supplied by Consulting Engineer) .................................................................................................. 7


WCX CAD Standard



3.4 Wastewater Conveyance - Pumping Station & Pressure Main




Pumping station catchment plan……… ........................................................................................ 1

Site location plan……… ............................................................................................................... 1

Pressure main characteristic curve…………………………………………… ............................ .1

Penstock requirements…………………………………………………………… ...................... .1

Land requirements plan……………………………………………………… ......................... …1

Pressure main plan & longitudinal sections……………………………………………… ...... ….2

Pressure main details ……………………………………………………… ......................... …...2

Air/scour valve and mobile pump pit details…………………………… ............................. ……2

Pumping station site layout plans………………………………………… ......................... …….3

Pumping station site access and landscaping plans…………………………… ................. ……..3

Emergency overflow storage arrangement and details……………………………… ...... ………3

Air Vent Arrangement……………………………… ....................................................... ………3

Pumping station connecting reticulation works and details………………… ................ ………..3

Pumping station general arrangements ...... ………………………………………………………4

Penstock general arrangements ...................................................................................................... 4

Access chamber structural, reinforcing and ladder details ... …………………………………….5

Access chamber reinforcing bar bending schedules .. ……………………………………………5

Pumping station structural details……………………………………………… . ……………….5

Pumping station reinforcing details……………………………………… ..... …………………..5

Pumping station reinforcing bar bending schedules (if required) ...... …………………………...5

Pumping station reinforced concrete electrical slab ......... ………………………………………5

Pumping station superstructure structural details…………… ......... …………………………….6

Pumping station superstructure reinforcing details ........... ………………………………………6

Pumping station building superstructure steelwork details ..... …………………………………..6

Pumping station door, window and general details ......... ………………………………………..6

Pumping station valve, control and alarm hole cover ... ………………………………………….6

Pumping station landing and support beam details. ..................................................................... .7

Pumping station ladder details…………………………… ...... ………………………………….7

Pumping station overhead traveling crane details……… ... ……………………………………..7

Pumping station crane and hoist electrics maintenance platform details ...................... …………7

Pumping station electrical conduit and support details…………………………… . ……………7

Pumping station pipe support and lifting chain hook details………………… .. ………………...7

Fabricated pipe specials details (MS, SS, CI, DI etc.)…………………… .. …………………….8

Oxygen dissolver general arrangements……………………………… .. ………………………..9

Oxygen storage vessel details……………………………………… .. …………………………..9

Oxygen dissolver structural and reinforcing details .. ……………………………………………9

Oxygen dissolver ladder and platform details ...... ……………………………………………….9

Pressure main bypass pumping - pipe and valve pit general arrangement… …………………..10

Valve pit structural, reinforcing and ladder details ……………… ........ ………………………10

Flowmeter and valve pit general arrangements ………………… .... …………………………..11

Pit structural, reinforcing, ladder and cover details ………… .... ………………………………11

Pumping station RPZ backflow prevention device ..................................................................... 12

Pumping station ancillary drawings incl. Valve pit drain, ultrasonic support, lanyard etc ......... 13


Odour Control .............................................................................................................................. 19




Buildings for electrical equipment ....................................................................................... 37 – 39


WCX CAD Standard





General-electrical drawings .............................................................................. 41 - 53

Readily identifiable project components .......................................................... 41 - 53

Cathodic protection ...................................................................................................................... 54

Concept design drawings (Electrical) .......................................................................................... 55

Instrumentation and Communications ................................................................................. 56 - 59



Schedules ............................................................................................................................. 62 - 68




Profibus Topology ....................................................................................................................... 72



Working drawings ......................................................................................... 91 - 94

Concept Design Report Drawings (CDR) civil / structural / mechanical / process… ......... 95 - 99

3.5 Wastewater Conveyance - Main & Branch Sewer




Site location and/or design data plan ............................................................................................. 1

Main or Branch Sewer plans and longitudinal sections................................................................. 2

Access chamber structural, reinforcing and ladder details ............................................................ 3

Bend and pipe details ..................................................................................................................... 4

Miscellaneous details ..................................................................................................................... 5


The Principal Engineer, Wastewater Civil and Standards shall first approve any variation from this

list.

3.6 Water Treatment Plants & Membrane Treatment Plants





Chlorine building and dosing ......................................................................................................... 2

Aeration and feedwater pumping ................................................................................................... 3

Clarifiers/Screens ........................................................................................................................... 4

Intermediate pumping ................................................................................................................... 5

Chemical building/chemical bund/chemical dosing ...................................................................... 6



Blowers/blower room..................................................................................................................... 9

Filters (including control weir) or MF/UF (including feed/permeate pumps) ............................ 10

Reverse Osmosis (including high pressure pumps) ..................................................................... 11

Clear water tank/Product water tank ............................................................................................ 12


Lime building/lime bund/lime dosing ................................................................................ 13 & 15


WCX CAD Standard



Clear water pump station (incl. backwash pumps & surge vessels)/Product water PS…… .... ...16

General works (earthworks, drainage, soak away etc.) ....................................................... 17 - 18

Taste and odour control/DMTS treatment/Degassing tower ....................................................... 19

Washwater recovery/sludge treatment/sludge thickening/drying beds/Neutralisation ................ 20

Membrane cleaning chemicals/Antiscalants ........................................................................ 21 - 25

Disinfection .................................................................................................................................. 26

Amenities building ...................................................................................................................... 27

Operations building ..................................................................................................................... 28

Store building .............................................................................................................................. 29

Spare ............................................................................................................................................ 30

Service ducts (including pipe & cable ducts) ............................................................................. 31


Spare ........................................................................................................................................... 33



Compressors/compressor room .................................................................................................... 36



Design summary drawings (Major designs) .............................................................. 40

General-electrical drawings ........................................................... …..…….…41 - 53

Readily identifiable project components ........................................................... 41 - 53



Instrumentation and Communications ................................................................................. 56 - 59



Schedules ............................................................................................................................ 62 - 68





Spare ........................................................................................................................................... 80




Concept Design Report Drawings (CDR) civil / structural / mechanical / process.… ........ 95 - 99

The Principal Engineer, Water Treatment shall first approve a request from a designer for alternative

uses of bundle numbers 1 - 39, whereas numbers 40 - 99 are not permitted to be varied.

3.7 Water Supply - Reticulation




Site location plan .......................................................................................................................... 1

Reticulation design data plan ......................................................................................................... 2

Reticulation layout plans ............................................................................................................... 3

Structural details ........................................................................................................................... 4

Water Reticulation ‘As Constructed’ survey data (hard copy print



WCX CAD Standard



3.8 Water Supply - Tank & Reservoir





General arrangement (incl. Inlet & outlet pipework) ................................................................... 2

Cross sections ................................................................................................................................ 3

Structural details. ........................................................................................................................... 4

Reinforcing details ........................................................................................................................ 5

Disinfection .................................................................................................................................... 6

Miscellaneous details .................................................................................................................... 7









Cathodic protection ...................................... …………………………………………………...54

Concept design drawings (Electrical) .......... …………………………………………………...55

Instrumentation and Communications . …………………………………………………...56 - 59


Control (Binary) Logic Diagrams ...... …………………………………………………………..61

Schedules ............ ………………………………………………………………………….62 - 68


General arrangements, isometrics, layouts & sections showing process units & pipework…… 70

Construction staging & flow control diagrams…… .................................................................... 71

Profibus Topology …… .............................................................................................................. 72

Energy recovery facility ........... …………………………………………………………………80


Mechanical - Design summary drawings ................. ……………………………………………90



3.9 Water Supply - Pumping Station



Prerequisites to Works plan . ......................................................................................................... 0


Overview maps ............................................................................................................................. 1

Pumping station supply limits plan. ............................................................................................... 1

Suction and/or delivery main characteristic curve. ........................................................................ 1

Suction and/or delivery main plan & longitudinal sections. .......................................................... 2

Suction and/or delivery main details. ............................................................................................ 2

Air/scour valve and pit details. ...................................................................................................... 2

Pumping station site layout plans .................................................................................................. 3

Pumping station site access and landscaping plans ....................................................................... 3

Pumping station general arrangements .......................................................................................... 4

Pumping station structural details .................................................................................................. 5

Pumping station reinforcing details ............................................................................................... 5

Pumping station reinforcing bar bending schedules (if required) ................................................. 5


WCX CAD Standard



Pumping station superstructure structural details .......................................................................... 6

Pumping station superstructure reinforcing details ....................................................................... 6

Pumping station building superstructure steelwork details ........................................................... 6

Pumping station door, window and general details ....................................................................... 6

Pumping station landing and support beam details ....................................................................... 7

Pumping station ladder details ....................................................................................................... 7

Pumping station overhead traveling crane details ......................................................................... 7

Crane and hoist electrics maintenance platform details ................................................................ 7

Pumping station electrical conduit and support details ................................................................. 7

Fabricated pipe specials details (MS, SS, CI, DI etc.) ................................................................... 8

Oxygen dissolver general arrangements ....................................................................................... 9

Oxygen storage vessel details ........................................................................................................ 9

Oxygen dissolver structural and reinforcing details ...................................................................... 9

Oxygen dissolver ladder and platform details ............................................................................... 9

Pressure main bypass pipe and valve pit general arrangement .................................................... 10

Valve pit structural, reinforcing and ladder details ..................................................................... 10

Flowmeter and valve pit general arrangements ........................................................................... 11

Pit structural, reinforcing, ladder and cover details ..................................................................... 11

Disinfection ................................................................................................................................. 12








General-electrical drawings .......................................................... …..…….…41 - 53

Readily identifiable project components ........................................................ .41 - 53


Concept design drawings (Electrical) .......................................................................................... 55




Schedules ............................................................................................................................ 62 - 68







Working drawings .......................................................................................... 91 - 94

Concept Design Report Drawings (CDR) civil / structural / mechanical / process .… ....... 95 - 99

3.10 Water Supply - Distribution, Bore or Trunk Main



Prerequisites to Works plan .......................................................................................................... .0


Overview maps. ............................................................................................................................. 1

Plan and longitudinal sections ....................................................................................................... 2

Reinforcing details ........................................................................................................................ 3

Miscellaneous details (incl. Underlaying) ................................................................................... 4

Fabricated pipe specials details (MS, SS, CI, DI etc.) ................................................................... 8



WCX CAD Standard



Roads/security fencing/security………………………… .. …………………………………….32



Electrical – Primary design drawings (Minor designs) ............................................................... 40

Design summary drawings (Major design) ............................................................... 40

General-electrical drawings ........................................................... …..………41 - 53







Schedules ............................................................................................................................ 62 - 68









The Principal Engineer, Water & Drainage, Civil & Standards shall first approve any variation from

this list.

3.11 Drainage & Irrigation - Urban & Country Main Drain



Formalities & declaration plans ..................................................................................................... 0

Site location plans & scheme plans etc .......................................................................................... 1

Longitudinal sections ..................................................................................................................... 2

Structures (includes access chambers) ........................................................................................... 3

Compensating basin ...................................................................................................................... 4

Pumping station ............................................................................................................................ 5

Roads/security fencing/security .................................................................................................... 6

Flow gauging ................................................................................................................................. 7

Criteria .......................................................................................................................................... 8

Miscellaneous ............................................................................................................................... 9

Connections ................................................................................................................................ 10

Landscaping ................................................................................................................................ 11





Electrical – Primary design drawings (Minor designs) ............................................................... 40

Design summary drawings (Major design) ............................................................. 40

General-electrical drawings ............................................................................ 41 - 53

Readily identifiable project components ........................................................ 41 - 53






Schedules ............................................................................................................................ 62 - 68


WCX CAD Standard









Concept Design Report Drawings (CDR) civil / structural / mechanical / process.… ........ 95 – 99

It is important to note that each existing Metropolitan Drain has its own Planset number. ie any new

drawings created for an existing drain, will maintain the current Planset number.

For a complete listing of existing Metropolitan Drain Plansets, refer ‘Section 7’.

The Principal Engineer, Water & Drainage, Civil & Standards shall first approve any variation from

this list.

3.12 Supervisory Control & Data Acquisition (SCADA)


3.12.1 Metropolitan - Specific Site & Country (Town & Regional) - Specific Site

Drawings



Site location plans & scheme plans etc .......................................................................................... 1





Design summary drawings (Major design) ............................................................... 40








Schedules ............................................................................................................................. 62 - 68









Concept Design Report Drawings (CDR) civil / structural / mechanical / process ............. 95 - 99

3.12.2 SCADA Block Diagrams

3.12.2.1 For Metropolitan UWSS - Planset HZ23


General..…………..……………………………………….….. .................................................. 56

Wastewater conveyance ............................................................................................................... 57

Water conveyance ........................................................................................................................ 58

Water reticulation ........................................................................................................................ 59


WCX CAD Standard



3.12.2.2 For Goldfields and Agricultural Region- Planset CB81


ABB MicroSCADA ............................................................................................................. 40 - 43

Main Conduit .............................................................................................................................. 55

Goldfields district ........................................................................................................................ 56

Agricultural East district .............................................................................................................. 57

Agricultural West district ............................................................................................................ 58

3.12.2.3 For North West Region - Planset FW54


West Pilbara district ..................................................................................................................... 56

West Kimberley district ............................................................................................................... 57

East Kimberley district ................................................................................................................ 58

East Pilbara district ...................................................................................................................... 59

3.12.2.4 For Mid West Region - Planset EQ42


Gascoyne district .......................................................................................................................... 56

Coastal Midlands district ............................................................................................................. 57

Geraldton Murchison district ....................................................................................................... 58

3.12.2.5 For South West Region - Planset HY74


Leeuwin district ........................................................................................................................... 58

Wellington district ....................................................................................................................... 59

Warren district ............................................................................................................................. 60

3.12.2.6 For Great Southern Region - Planset IB24


Lower Great Southern/Albany district ......................................................................................... 57

Upper Great Southern/Katanning district .................................................................................... 58

Upper Great Southern/Narrogin district ..................................................................................... 59

South Coastal district ................................................................................................................... 60

3.12.2.7 Drawing Titles - SCADA

It is important that ………………

Drawing Titles - SCADA drawings for a particular scheme, zone(s) or other grouping, within a

district shall follow the following naming convention:

Line 3 <DISTRICT> - <SCHEME> eg ‘KATANNING - HOPETOUN’ or

Line 3 <DISTRICT> - <ZONE(S)> eg ‘ALBANY - ZONES 1 TO 9’ or

Line 3 <DISTRICT> - <GROUP NAME> eg ‘ALBANY - WASTEWATER PUMP STATION’

Line 4 ‘SCADA BLOCK DIAGRAM’ or

Line 4 ‘COMMUNICATIONS DETAILS’ or

Line 4 ‘COMMUNICATIONS LOCATION PLAN’

The Principal SCADA Engineer, shall first approve any variation from these lists.


WCX CAD Standard



3.13 Dams & Dam Safety



Order in Council, land tenure and other legal topics ..................................................................... 0

Preliminary investigations ....................................................................................................... 1 - 2

Contours and topographical information ....................................................................................... 3

Cadastral information .................................................................................................................... 4

Survey pick-ups ............................................................................................................................. 5

Geotechnical investigations ........................................................................................................... 6

Construction materials investigations ............................................................................................ 7

Civil works standards .................................................................................................................... 8

Spare ............................................................................................................................................. 9

Report figures, schematics ........................................................................................................... 10

General arrangements .................................................................................................................. 11

Embankment (main) .................................................................................................................... 12

Embankment (saddles) ................................................................................................................ 13

Prevention of falls ....................................................................................................................... 14

Spillway ...................................................................................................................................... 15

Instrumentation ........................................................................................................................... 16

Access bridge .............................................................................................................................. 17

Intake tower ................................................................................................................................ 18

Spare ........................................................................................................................................... 19

Outlet works (conduit) ................................................................................................................ 20

Valve pit ...................................................................................................................................... 21

Pumping station .......................................................................................................................... 22

Spare ........................................................................................................................................... 23

Water treatment ........................................................................................................................... 24

Spare ........................................................................................................................................... 25


Flow meter pit ............................................................................................................................. 27

Pressure (rising) main ................................................................................................................. 28

Pipeline ....................................................................................................................................... 29

Access Roads/security fencing/security………………….. …………………………………….30

Drainage ...................................................................................................................................... 31

Services ....................................................................................................................................... 32

Miscellaneous details .................................................................................................................. 33

Public facilities ........................................................................................................................... 34

Landscaping ................................................................................................................................ 35

Environmental management ........................................................................................................ 36

Operation, inspection and maintenance manual .......................................................................... 37

As constructed/existing (including aerial photography capture) ................................................. 38

Dam break and flood inundation study (safety review) ............................................................... 39

Electrical - Primary design drawings (Minor designs) .................... ……………………………40




Cathodic protection ...................................... …………………………………………………...54

Concept design drawings (Electrical) .......... …………………………………………………...55




Schedules ............................................................................................................................. 62 - 68



WCX CAD Standard










Concept Design Report Drawings (CDR) civil / structural / mechanical/process.… .......... 95 - 99

The Principal Engineer Dams & Dam Safety must first approve any variation from this list.

3.14 Development Services Branch & Regions - Design Submissions -

Water - Reticulation (for subdivisional, MSWA and AWA

projects only)



Pre-calculation survey of subdivision ........................................................................................ 000

Prerequisites to Works plan ....................................................................................................... 100

Water reticulation site location plan & supply limit plan .......................................................... 101

Water reticulation hydraulic design data plan ........................................................................... 102

Water reticulation layout plan ................................................................................................... 103

Miscellaneous ........................................................................................................................... 104

Specific project eg non drinking water ...................................................................................... 105

Water reticulation ‘As Constructed’ survey data (hard copy print supplied

by Consulting Engineer) ........................................................................................................... 107

Non drinking water reticulation ‘As Constructed’ survey data (hard copy print supplied

by Consulting Engineer) ........................................................................................................... 107


Wastewater - Reticulation (for subdivisional, MSWA & AWA

projects only)



Pre-calculation survey of subdivision ........................................................................................ 000

Prerequisites to Works plan ...................................................................................................... 200

Wastewater reticulation site location plan ................................................................................ 201

Wastewater reticulation hydraulic design data plan .................................................................. 202

Wastewater reticulation layout plan. ......................................................................................... 203

Miscellaneous .......................................................................................................................... 204

Specific project ......................................................................................................................... 205

Wastewater reticulation ‘As Constructed’ survey data (hard copy print

supplied by Consulting Engineer) .............................................................................................. 207

3.16 Development Services Branch & Regions – MSWA & AWA

Design Submissions – Concept Plans



Water reticulation – Concept Plan ..................................................................................... 100-000

Water reticulation – Staging Plan ...................................................................................... 100-001

Wastewater reticulation – Concept Plan ............................................................................ 200-000

Wastewater reticulation – Staging Plan ............................................................................. 200-001


WCX CAD Standard




Wastewater - Private Pumping Station, Pressure Main &

Associated Reticulation


Prerequisites to Works plan .......................................................................................................... 0


Pressure main plan, longitudinal section and details ..................................................................... 2

Pumping station connecting reticulation works and details ......................................................... 3

Pumping station general arrangements .......................................................................................... 4

Wastewater reticulation ‘As Constructed’ survey data (hard copy print


3.18 Development Services Branch & Network Expansion - Design

Submissions – Drainage & Irrigation

All drainage Design Submissions shall conform to the Water Corporation’s standard

Planset and bundle numbering convention, refer ‘Section 3.11’

3.19 Water Reclamation Plant





Feed Pumping Station .................................................................................................................... 3

Contrashear Screens (including pumps for sprays) ....................................................................... 4

Contact Tank ................................................................................................................................. 4

Hypochlorite Dosing System ......................................................................................................... 5

Ammonium Chloride Dosing System ............................................................................................ 6

Acid Dosing System....................................................................................................................... 7

Caustic Dosing System .................................................................................................................. 8

Air Blowers .................................................................................................................................... 9

Crossflow Microfiltration - S Trains (incl permeate pumps) ...................................................... 10

Reverse Osmosis Trains (includes HP pumps) and RO Flush Pumps ........................................ 11

Product Water Tank ..................................................................................................................... 12

Product Water Forwarding Pumps ............................................................................................... 13

Prevention of falls ....................................................................................................................... 14

Product Water Pumping Station (ex ponds) ............................................................................... 16

General works (earthworks, drainage, soak away etc.) ...................................................... 17 - 18

Degasser Tower (includes degasser fans) .................................................................................... 19

Neutralisation System .................................................................................................................. 20

Wastewater Handling System ...................................................................................................... 20

Antiscalant Dosing System .......................................................................................................... 21

Microfiltration Acid Clean in Place System ................................................................................ 22

Microfiltration Caustic Clean in Place System ............................................................................ 23

Reverse Osmosis Clean in Place System ..................................................................................... 24

EDTA Dosing System .................................................................................................................. 25

Membrane Cleaning Solution Dosing System ............................................................................. 26

Hydrogen Peroxide Dosing System ............................................................................................. 27


Service ducts (including pipe & cable ducts) ............................................................................. 31


WCX CAD Standard




General arrangements ................................................................................................................. 33

Hydraulic profile ......................................................................................................................... 34

Functional Control Diagrams (FCD’s) ....................................................................................... 35

Air Compressors .......................................................................................................................... 36


Electrical - Primary design drawings (Minor designs) .................... ……………………………40

Design summary drawings (Major designs) ............................................................ 40








Schedules ............................................................................................................................. 62 - 68







Mechanical – Design summary drawings .................................................................................... 90

Working drawings ........................................................................................ 91 - 94

Concept Design Report Drawings (CDR) civil / structural / mechanical / process ............. 95 - 99

The Principal Engineer, Water Treatment shall first approve a request from a designer for alternative

uses of bundle numbers 1 - 39, whereas numbers 40 - 99 are not permitted to be varied.

3.20 Corporate Real Estate Branch - Water Corporation Facilities -

Design Submissions



Architectural ............................................................................................................................. 300

Civil / Structural ....................................................................................................................... 301

Electrical ................................................................................................................................... 302

Mechanical ................................................................................................................................ 303

Hydraulic.................................................................................................................................... 304


WCX CAD Standard



4 DRAWING DEFAULT LAYERING SYSTEMS

The following information applies to the Water Corporation’s stipulated drawing software packages

AutoCAD and MicroStation. It is most important to follow these linework guidelines, as successful

plotting of drawings submitted from all external sources, is critical.


WCX CAD Standard




WCX CAD Standard




WCX CAD Standard




WCX CAD Standard



5 EQUIPMENT NUMBERING SYSTEM

5.1 Introduction

The equipment numbering system described in this document shall be used for all new works, plant

amplifications and upgrades where practical and shall apply to both Water and Wastewater Treatment

Plants, Distribution and Reticulation unless stated otherwise. For any specific project, processes and

items not covered by these guidelines shall be referred to the relevant project manager for resolution.

For any unit operation or process, where the new facilities will operate in conjunction with existing

plant, the numbering system shall include the existing items.

5.2 General Description of System

Equipment will be generally identified by the equipment type, process area number or equipment

identifier number and a unique number assigned to the equipment. The makeup of the equipment

number will be dependent on its location as specified in this document.

The system will therefore generally identify what the item is and its general process location.

Electrical and Instrumentation facilities will also be related to this numbering system.

5.3 Equipment Types

5.3.1 General Plant Equipment

The normal equipment used and the designated prefix for it are listed hereunder.

AB air break

AC access chamber

ACO air conditioner

AE analysis element

AG agitator

AP air separator

AR air receiver

AS air scrubber

AT analysis transmitter

AU auger / screw

BL blower

BM bell mouth

BN bins and hoppers

BS bar screen

BT battery

BU burner

CA clarifier

CB circuit breaker

CC control cubicle

CD chemical dosing


WCX CAD Standard



CF centrifuge

CH chamber / manifold

CL chlorinator

CN conveyor

CO condenser

CP compressor

CR crane

CT chute

CV cover

CY cyclone

DG digestor

DP damper

DR drier

DT density transmitter

EBV electrically actuated butterfly valve

EP electrostatic precipitator

EV evaporator

FA flare

FD feeder

FE Flow element

FL flouridator

FN fan

FP filter belt press

FR filter

FT flow transmitter

FX flame arrester

GE generator

GR grinder

GS gas scrubber

HE heat exchanger/boiler/heating coil

HG hot gas generator

IC irrigation controller

LC local controller (PLC, RTU etc)

ME miscellaneous equipment

MC motor control centre

MF motor fixed speed

MV motor variable speed

MR monorail


WCX CAD Standard



MSF microscreen filter

MX mixer

NE network equipment

PC computer / server

PH preheater

PL plant / station

PN penstock

PS plate separator

PT pressure transmitter

PU pump

RA radio

RC roll crusher

RD rupture disc

RE reciprocating engine

RR reactor

SC screen

SE scum ejector

SG stop log

SK stacks

SL silencer

SP screen press

SQ sequence

SR shredder

SS sludge scraper

ST strainer

TA tank/storage

TB turbine

TF transformer

TR skimmings troughs

UP uninterruptible power supply

UV ultraviolet reactor

VA valve

VE vessel pressure / surge vessel

WE well

WP wash press

WS wet scrubber

XE sampler

ZSH position switch High


WCX CAD Standard



ZSL position switch Low

ZT positioner

Equipment types for other equipment can be nominated and referred to the relevant Project Manager

for approval.

5.3.2 Water Conveyance Systems

The additional equipment that may be used in water conveyance systems and its designated identifier

for it is listed hereunder.

BV butterfly valve

CC customer connection

CCF customer connection fire service

DAV double air valve

DP dosing point

FCD fixed cone dispenser

FP flushing point

MFE magnetic flow element

SFE sonic flow element

PLUGV plug valve

PRV pressure reducing valve

PSV pressure sustaining valve

PRSV pressure reducing sustaining valve

PT pitot point

REGV regulating valve

RV reflux valve

SAV single air valve

SC scour/scour valve

SP sample point

SV sluice valve/geared sluice valve

5.4 Process / Facilities

5.4.1 Wastewater Treatment Plants

0 GENERAL SITE

01 water services from plant water supply main to ALL delivery points

02 reclaimed effluent services from effluent PS to ALL delivery points, including any downstream

storage

03 power services

04 building services - administration/control/amenities/workshops - fire and gas, PA, phone,

security

05 building services - sludge treatment plant dewatering house, energy recovery building, ESD

access tower

06 drainage system

07 odour control (general and chemical scrubber plant)

08 plant - common control systems


WCX CAD Standard



09 odour control (biological scrubber and/or activated carbon scrubber)

1 CHLORINATION SYSTEM (including other chemical systems remote from distinct

process areas)

11 chlorination facilities within chlorination building

12 chlorination store if separate building

13 inlet chlorination pipework external to building

14 effluent chlorination pipework external to building

15 activated sludge chlorination pipework external to building

16 phosphorous dosing system (eg alum)

17 alkalinity dosing system (eg sodium hydroxide)

2 INLET WORKS

21 inlet flume(s), inlet channels up to inlet of screenings system

22 screening system from source to, and including, screenings disposal system

23 grit removal system from source to, and including, grit disposal system

24 odour control system from source to and including, odour treatment system

25 inlet pumping station

3 PRIMARY TREATMENT SYSTEM (for plants built up in modules, specific numbers

may be used for each module and function)

31 primary sedimentation tanks including feed lines from Inlet Works and delivery lines to

Aeration System

32 raw sludge pumping system from source to delivery point of Sludge Treatment System

33 skimmings system from source to, and including skimmings treatment system

34 odour control (primary)

4 AERATION SYSTEM (for plants built up in modules, specific numbers may be used for

each module and function)

41 aeration tanks including mixed liquor delivery pipelines to Secondary Sedimentation

system/reactor

42 compressed air system from air inlet to delivery into aeration tanks

43 odour control (aeration)

5 SECONDARY SEDIMENTATION (for plants built up in modules, specific numbers may

be used for each module and function)

51 secondary sedimentation tanks including effluent delivery pipelines/channels to effluent PS or

effluent outfall

52 return activated sludge system (RAS) from source to, and including, pumping station and

beyond to Aeration System

53 excess activated sludge system (EAS) from source to, and including, pumping station and

beyond to Sludge Treatment System

54 odour control (secondary)

6 EFFLUENT SYSTEM

61 effluent pumping station

62 effluent pressure main/land pipeline external to pump station

63 effluent ocean outlet

64 balancing dam and outfall

65 emergency overflow

66 filtration system

67 UV system


WCX CAD Standard



7 SLUDGE TREATMENT

(for plants built up in modules, specific numbers may be used for each module and

function)

71 sludge thickening (where applicable) including delivery to digesters and odour control

72 sludge digestion tanks including raw sludge feed where integral with recirculation, sludge

heating

73 digested sludge storage system

74 sludge recirculation where a central system

75 gas collection and storage (LP)

76 gas mixing system complete (where applicable)

odour control (see 94)

77 compressed air supply where a central system

8 ENERGY RECOVERY SYSTEM

81 digester gas/alternative fuel system from low pressure gas storage to the engines, including

waste gas burner, and high pressure gas system

82 power generation system and heat recovery system from engines to heat exchangers including

standby heater

83 hot gas generator

84 hot gas generator

9 SLUDGE DEWATERING AND DRYING SYSTEM

91 digested sludge pumping and dewatering system from storage to, and including the dewatering

device

92 poly dosing system complete

93 dewatered sludge system delivery to, and including storage system, and central pumping system

94 odour control system from source up to, and including, odour treatment system

95 lime stabilisation

96 sludge drying

97 spare

98 spare

99 electrical

5.4.2 Water Treatment Plants

The plant has been divided into the following processes/facilities for the purposes of equipment and

drawing numbering:

01 - 09 General site General yard services, or any other instrumentation / equipment

site where no other treatment or processes exist

10 - 13 Source Bores

14 - 17 Raw Water Pumping Raw water PS

18 Inlet Works Flash mixer

19 Aeration Spray, cascade or reservoir aeration

20 - 29 Process No.1 Clarifier or DAF

30 - 39 Process No.2 Filters including blowers & compressors

40 - 49 Process No.3 Softening, desalination or MIEX

50 - 59 Process No.4 UV, GAC or taste & odour control (DMTS treatment)

60 - 64 Process No.5 Biological filtration

65 - 69 Pump Stations Clear water PS, backwash pumping, surge Vessels

70 - 73 Washwater System Washwater system & recovery

74 - 77 Residual Treatment Sludge treatment, sludge thickening, sludge pumping

& sludge drying

78 - 79 Clearwater Storage Clear water tanks & reservoirs

80 - 98 Chemical Systems 80 - Chlorine storage (gas)


WCX CAD Standard



81 - Chlorination system 1 (gas only)

82 - Chlorination system 2 (gas only) or (hypochlorite storage

& system)

83 - Fluoride

84 - Lime systems (mixing)

85 - Lime systems (dosing)

86 - Alum/PACL

87 - Polyelectrolyte

88 - Ammonia

89 - Carbon dioxide

90 - Sodium hydroxide (caustic soda)

91 - Powdered activated carbon/granular

92 - Potassium permanganate

93 - Hydrochloric acid

94 - Sodium carbonate (soda ash)

95- Anti Scalant

96 - Ferric chloride/sulfate

97 - Sulfuric acid

98 - Sodium metabisulfite/bisulfite

99 +Other Chemical Systems

5.5 Wastewater Treatment Plant Equipment Identification Numbers

The equipment numbering system is to reference the Process Facility Number (Refer Section 5.4.1).

This number is then also used to set the drawing sheet number and preferably set the part-sheet

number for P&ID’s, Control Logic drawings and Schedules. When designing on a ‘Brownfield’ site,

numbering is to align with the existing site system (refer to Design Manager).

thus VA 25 102

would be VA = Valve

25 = Inlet pumping station which is to be documented within the P&ID, Control Logic

drawings and Schedules with drawing sheet number 25

102 = Sequential number 102 - ie the 2nd valve in that process area

[where ‘1’ represents the preferred drawing part-sheet number ie. 3rd

digit in

equipment number]

and PU 11 103

would be PU = Pump

11 = Chlorination system and documented in drawings below with drawing sheet number

11

103 = Sequential number 103 - ie the 3rd pump in that process area. [where ‘1’

represents the preferred drawing part-sheet number ie. 3rd

digit in equipment number]

eg:

Drawing Numbers Description

AA99-60-11-01A Chlorination System – P&ID

AA99-61-11-01A Chlorination System – Control Logic

AA99-62-11-01A Chlorination System – Equipment Schedule

AA99-70-11-01A Chlorination System – General Arrangements


WCX CAD Standard



5.5.1 Wastewater Treatment Plants (Instruments)

Each item of equipment is uniquely numbered. The descriptor commences with a two letter prefix

based on abbreviation of the type of equipment e.g. PU for pump. This prefix is followed by the two

digit system number of the system within which the item is located. The third, fourth and fifth digits

in the number are sequential numbers of that area of plant. The label shall be an alphanumeric string

comprising three parts:

PU31101

Part 3: Equipment Sequential Number (101 to 999)

Part 2: Process Area Numbering System List (refer Section 5.4.1)

Part 1: Alphabetic abbreviation representing the type of equipment and be limited to

abbreviations listed in Section 5.3 - Equipment Types

5.6 Water Treatment Plant Equipment Identification Numbers

The equipment numbering system is to reference the Process Facility Number (Refer Section 5.4.2).

This number is then also used to set the drawing sheet and part-sheet numbers for P&ID’s, Control

Logic drawings and Schedules.

thus VA 30 102

would be VA = Valve

30 = Filters which is to be documented within the P&ID, Control Logic drawings and

Schedules with drawing sheet number 30

1 = Drawing Part-Sheet number (3rd

digit in the equipment number)

02 = Sequential number 2 – ie the 2nd valve in that process area

and PU 81 103

would be PU = Pump

81 = Chlorination system 1 documented in drawings below with drawing sheet number

81

1 = Drawing Part-Sheet number (3rd

digit in the equipment number)

03 = Sequential number 3 – ie the 3rd pump in that process area

eg: Drawing Numbers Description

AA99-60-81-01A Chlorination System 1 – P&ID

AA99-61-81-01A Chlorination System 1 – Control Logic

AA99-62-81-01A Chlorination System 1 – Equipment Schedule

AA99-70-81-01A Chlorination System 1 – General Arrangements

5.6.1 Water Treatment Plants (Instruments)

Each instrument item shall be identified by two, three or four letter prefix in accordance with ISA

Standard S5.1 i.e FCV, ZZ, etc together with the Process Facility Number and the drawing part-sheet

number and the sequential number as for the equipment eg. FCV30102.

The instrumentation tags associated with, for example valves, should have the same number as the

valve. Hence the valve VA30102 should have limit switch ZSH30102 and position transmitter

ZT30102.

Ancillary instruments directly associated with the same item can be identified by the addition of a

suffix to the sequential number. eg. FCV30102A


WCX CAD Standard



5.7 Water Conveyance Equipment Identification Numbers

The boundary between a Water Treatment Plant and its water conveyance system needs to be

explicitly agreed on a project-by-project basis. The initial guiding principles are:

• Equipment operated through the treatment plant control system should be numbered according

to the convention for water treatment plants; and

• Equipment operated through the conveyance SCADA system or under the manual control of the

conveyance system operators should be numbered according to the convention for water

conveyance systems.

The term “water conveyance system” means and includes:

• Raw water collection systems (bringing water to a water treatment plant);

• Trunk and distribution systems (talking water from a water treatment plant or other sources of

potable water and delivering water to the reticulation network); and

• Control infrastructure at the interface between the distribution system and the reticulation

network.

5.7.1 General

For general equipment within the water conveyance system the following numbering convention shall

be applied.

The label shall be an alphanumeric string comprising two parts.

PU999

Part 2: Equipment sequential number (001 to 999) to be allocated unique to the

scheme.



5.7.2 Valves and Flow Meters

For valves and flow meters within the water conveyance system equipment the following numbering

convention shall be applied.

The label shall be an alphanumeric string comprising three parts for all in-line valves and in-line

instruments:

900SV2375

Part 3: Integer representing the unique number registered for this item of

equipment. The SCI Coordinator, Regional Customer Services Group,

Operations Centre allocates this number to the equipment.

Part 2: Alphabetic abbreviation representing the type of equipment and be limited

to abbreviations listed in Section 5.3 - Equipment Types, in particular Section

5.3.2 Water Conveyance Systems.

Part 1: Integer representing the nominal diameter of the valve or meter.

The SCI Coordinator, Regional Customer Services Group, Operations Centre issues a sequential

block of unique equipment numbers for use within the specific planning or design project.

The CAD User shall make all reasonable attempts to allocate numbers to in-line valves and in-line

instruments that are in close proximity for ease of identification by people scanning drawings or

actual tags on equipment in the field.


WCX CAD Standard



Before the planning project or design project is completed the Planning Manager, Design Manager or

CAD User shall advise the SCI Coordinator, Regional Customer Services Group, Operations Centre

of the numbers that have been allocated to equipment and the numbers that remain unused. The

Planning Manager or Design Manager shall provide the SCI Coordinator, Regional Customer Services

Group, Operations Centre with access to all final drawings that describe the use of the allocated block

of unique numbers.

Examples of valid equipment labels for in-line valves and in-line instruments are:

900SV2375 900mm Sluice Valve # 2375

800EBV4031 800mm Electrically Actuated Butterfly Valve # 4031

1000RV2400 1000mm Reflux Valve # 2400

900MFE3718 900mm Magnetic Flow Meter # 3718

5.8 Water Reticulation Equipment Identification Numbers

The reticulation network is those pipes that are tapped with customer service connections providing

water to customers under the standard terms of the Water Corporation’s Operating License and

Customer Charter. The reticulation network typically comprises pipes of 250mm nominal diameter

and less.

Raw water, trunk and distribution mains are not tapped with customer services connections except

where water is provided to a customer under explicit terms of a written “service by agreement.”

Trunk and distribution mains typically comprises pipes of 300mm nominal diameter and greater. Raw

water mains may be of any nominal pipe diameter.

5.8.1 General

For general equipment within the water conveyance system the following numbering convention shall

be applied.

The label shall be an alphanumeric string comprising two parts:

CL075

Part 2: Equipment sequential number (001 to 999) to be allocated unique to the

scheme.



5.8.2 Bores

The label shall be an alphanumeric string comprising two parts:

BORE0298

Part 2: Four digit number corresponding to the number allocated as the bore

drilling number. For example 0298 for the 2nd

bore that was drilled in 1998 in the

scheme.

Part 1: “BORE”


WCX CAD Standard



6 STANDARD COLOUR CODING FOR PIPEWORK

The following chart is a copy of the Water Corporation standard for colour coding for Water and

Wastewater Treatment Plant pipework. This has been developed with Metropolitan Operations

personnel to reflect primarily the current Australian Standard AS2700-1996 and the Water

Corporation operational practices.

Asset creation, replacement or maintenance work should comply with this standard.

Copies of this drawing EG71-1-1 is available in the Corporation’s Drawing Management System -

aquaDRAW.

Identifying colours for buried water and wastewater conveyance pipes (e.g. beyond treatment process

plant pipework) should comply with design standard colour requirements as appropriate, including:

• DS 50 – Design and Construction Requirements for Gravity Sewers DN150 to DN600

• DS 51 - Wastewater Pumping Stations

• DS 63 - Water Reticulation Standard

• DS 79 - Design of Chemical Systems - Legislative Requirements and General Principles

Otherwise, the finished colour of conveyance pipes that may be exposed e.g. overground pipelines

should be a project by project selection, based on pipeline UV resistance, temperature and aesthetic

considerations.


WCX CAD Standard




WCX CAD Standard



7 REGISTERED PLANSET NUMBERS FOR EXISTING

METROPOLITAN DRAINS

DRAIN LOCATION PLANSET

NUMBER

DRAIN

NUMBER

COMMENTS

ABBETT PARK B.D. AG29 30202

ABERDARE ROAD B.D. AG30 20804

ABERNETHY ROAD B.D. AG31 70206

AGINCOURT DRIVE B.D. AG32 60503

ALBERT STREET B.D. AG33 30112

AMELIA STREET B.D. AG34 30304

AMHERST ROAD B.D. AG35 60803

ANZAC TERRACE B.D. AG36 50703

APPERLEY STREET M.D. AG37 70701

ARCHER STREET B.D. AG38 22302

AULBERRY PARADE B.D. AG39 60206

BACON PLACE B.D. AG40 50903

BAILE ROAD B.D. AG41 60806

BAILEY'S B.D. AG42 61402

BALCATTA B.D. AG43 30303

BALGAY B.D. AG44 30107

BALLANTYNE ROAD B.D. AG45 70209

BANNISTER CREEK M.D. AG46 60801

BANNISTER LAGOON B.D. AG47 60805

BARTRAM ROAD B.D. CT90 80506

BATEMAN ROAD B.D. AG48 60204

BAY VIEW TERRACE M.D. AG50 20901

BAYSWATER M.D. AG49 50101

BEATRICE AVENUE M.D. AG51 60401

BEECHBORO B.D. AG52 50104

BELFAST STREET B.D. AG53 50109

BENNETT STREET M.D. AG54 21601

BENT STREET B.D. AG55 70402

BERTRAM STREET B.D. AG56 50124

BERYL STREET B.D. AG57 30113

BIBRA LAKE B.D. CQ20 80507

BICKLEY BROOK M.D. AG58 70801

BINLEY BROOK B.D. AG59 70602

BIRREGA M.D. & SUBS AC25 90501 Part Mundijong Drainage District

BLACK CREEK B.D. AG61 70605

BLACKADDER CREEK M.D. AG60 51101

BOULDER STREET B.D. AG62 70203

BOWDEN AVENUE B.D. AG63 61604

BOWDEN STREET B.D. AG64 22005

BP B.D. AG65 70608

BRADLEY WAY B.D. AG66 50804

BRENTWOOD M.D. AG67 60101

BRIDGEWAY AVENUE M.D. AG68 61101

BRISTOL STREET B.D. CH71 80304

BRIXTON STREET B.D. AG69 70603

BROADHURST CRESCENT B.D. AG70 60205

BROADWAY B.D. AG72 50704


WCX CAD Standard




NUMBER

DRAIN

NUMBER

COMMENTS

BROOK STREET M.D. AG73 50701

BROWNS LAKE EAST B.D. AG74 50114

BUCHANANS M.D. & SUBS AC93 173

BULL CREEK M.D. AG75 60201

BULWER STREET B.D. AG76 21810

BUNNINGS B.D. AG77 70212

CALEDONIAN AVE M.D. AG78 22101

CALLEY DRIVE B.D. AG79 60211

CALUME STREET B.D. AG80 80107

CAMM AVENUE B.D. AG81 60202

CAMPBELL STREET B.D. AG82 50125

CARINE M.D. AG83 30301

CENTRAL BELMONT M.D. AG84 40201

CHANNON STREET B.D. AG85 70302

CHAPMAN STREET M.D. AG86 50601

CHARTWELL PARK B.D. CX89 51107

CLAISEBROOK INTERCEPTING

DRAIN

AG87 21802 Part Main Drain.

CLAISEBROOK M.D. AG88 21801

CLAYPAN (WEST) B.D. AR94 20812

CLIFF STREET M.D. AG89 20501

CLOTILDE STREET B.D. GB39 21905 Augmentation of Park Rd B.D.

CLOVERDALE B.D. AG90 40104

COBB STREET B.D. AG91 30205

COCKRAM STREET M.D. AG92 70401

COLIN ROAD M.D. AG93 30201

COLLIER PINES M.D. AG94 22501

COLLIER ROAD B.D. AG95 50116

COLLIER ROAD DIVERSION DR CU63 50127

COOLUP M.D. & SUBS AC98 212

CRAWLEY B.D. AG96 21103

CRIMEA STREET B.D. AG97 50110

CROFT STREET B.D. AG98 50123

CURTIS M.D. AD05 297

DEANMORE SQUARE B.D. AG99 30204

DELAWNEY B.D. AH01 30305

DENNY AVENUE B.D. AH02 61302

DEVENISH ROAD B.D. AH03 50802

DIANELLA B.D. AH04 50121

DIRK BROOK M.D. & SUBS AC22 90201 Part Mundijong Drainage District

DURBAN STREET B.D. AH05 40203

DUTTON CRESCENT B.D. AH06 30306

EGERTON DRIVE B.D. GY13 51206

EIGHTH AVENUE B.D. AH07 22003

ELMHURST WAY M.D. AH08 30401

EMU SWAMP M.D. AH09 51001

ENVALL WAY B.D. AH10 60210

ESSEX STREET M.D. AH11 20401


WCX CAD Standard




NUMBER

DRAIN

NUMBER

COMMENTS

ESTHER STREET B.D. AH12 40102

EWING STREET B.D. AH13 70207

EXTENSION ROAD B.D. AH14 50702

FARLEY WAY B.D. AH15 50107

FAUNTLEROYS M.D. & SUBS AC97 219

FIFTH AVENUE B.D. AH16 60302

FITZGERALD STREET B.D. AH17 21302

FLYNN STREET B.D. AH18 30104

FORRESTDALE M.D. AH19 61401

FORRESTER ROAD M.D. AH20 80201

FULHAM STREET B.D. AH22 40106

GABRIEL STREET B.D. AH23 40108

GEMMELL PARK B.D. AH24 60103

GEORGE STREET B.D. AH25 70403

GERARD STREET B.D. AH26 70404

GNANGARA ROAD B.D. EY21 51202

GRACIE ROAD B.D. BW10 51003

GREENLANDS M.D. & SUBS AC96 223

GWYNNE PARK B.D. AH27 61605

HAMERSLEY AVENUE B.D. AH28 50904

HARDEYS CREEK M.D. & SUBS AC28 90801 Part Mundijong Drainage District

HAY STREET B.D. AH29 20808

HELM STREET M.D. AH30 70901

HENLEY BROOK M.D. EY22 51201

HERDSMAN INNER RING DRAIN AH32 30103

HERDSMAN M.D. AH31 30101

HERDSMAN PARADE B.D. AH33 30106

HIGH WYCOMBE B.D. AH36 40402

HIGHAM WAY B.D. AH35 60208

HILL STREET M.D. AH37 21501

HIRD ROAD B.D. CX37 80504

HOMER STREET B.D. AH38 22007

HOOSON WAY B.D. AH39 70102

HOWARD STREET M.D. AH40 20301

HUBERT STREET B.D. AH41 40202

HUGHES STREET B.D. AH42 60802

HUTTON STREET B.D. AH43 30110

HYDE PARK B.D. AH44 21808

HYMUS DRAIN AC24 90401 Part Mundijong Drainage District

JACKADDER LAKE OUTLET

DRAIN

AH45 30109

JAMES STREET B.D. AH46 50111

JAMES STREET M.D. AH47 20701

JENNINGS WAY B.D. AH48 50803

JOHNSMITH STREET B.D. CU64 50128

JONES STREET B.D. AP49 30111 Removed - to be deconstituted

JOYCE STREET B.D. AR08 30203


WCX CAD Standard




NUMBER

DRAIN

NUMBER

COMMENTS

KALGAN ROAD B.D. AH52 70205

KARDINYA B.D. AZ09 60105

KAREL AVENUE B.D. AH53 60207

KEANE ROAD B.D. AH54 61403

KEANE STREET B.D. AH55 40109

KENNON STREET B.D. AH56 60504

KENSINGTON LANE B.D. AH57 21807

KENT STREET B.D. AH58 22502

KEWDALE B.D. AH59 40107

KEWDALE ROAD B.D. AH60 70211

KING STREET B.D. AH63 50112 Bayswater

KING STREET B.D. AH62 20805 Shenton Park

KING WILLIAM STREET B.D. AH65 50102

KINGFISHER AVENUE B.D. CI06 51005

KINGS PARK B.D. AH61 20810

KINGSFORD DRIVE B.D. AH64 60206

KINGSTON PLACE B.D. AZ10 60106

KITCHENER ROAD M.D. AH66 50501

KOGOLUP LAKE B.D. CX49 80502

KOOYONG ROAD B.D. AH67 40103

LACEY STREET M.D. AH68 70501

LAKE COOGEE M.D. CH86 80401 Conceptual

LEACH AVENUE B.D. AH69 60602

LEEDERVILLE B.D. AH70 20811

LEFROY ROAD M.D. AH71 20101

LIEGE STREET B.D. CN98 70406

LIGHT STREET B.D. AH72 50118

LINCOLN ROAD B.D. AH73 50120

LITORIA M.D. AH86 61001 Ex Menzies Road M.D.

LOWES STREET B.D. AH74 40105

LYNWOOD AVENUE M.D. AH75 60901

MACAO ROAD B.D. AH76 40403

MALAGA ROAD B.D. CD23 50906

MANDALA CRESCENT B.D. AH77 60102

MANNING M.D. AH78 22401

MARDELLA M.D. & SUBS AC27 90701 Part Mundijong Drainage District

MARJORIE AVENUE M.D. AH79 60601

MARKET GARDEN SWAMP B.D. CH87 80402 Conceptual

MARS STREET B.D. AH80 70208

MARY CRESCENT M.D. AH81 50801

MAYLANDS-INGLEWOOD M.D. AH82 22001

MCCOURT STREET B.D. AH83 21202

MCDOWELL STREET B.D. AH84 70607

MEALUP M.D. & SUBS 277

MELALEUCA CRT B.D. AH85 50905

MERRICK WAY B.D. AH87 30302

MILLIGAN STREET B.D. AH88 21806

MILLS STREET M.D. AH89 70201

MODILLIAN AVENUE M.D. AH93 60501


WCX CAD Standard




NUMBER

DRAIN

NUMBER

COMMENTS

MONS STREET B.D. AH94 50502

MORLEY B.D. AH95 50115

MORPHETT PARK B.D. AH96 60104

MORRISON ROAD DIVERSION

DRAIN

CV23 51104

MOUNTS BAY M.D. AH98 21301

MT LAWLEY M.D. AH97 21901

MULLEN ROAD B.D. AH99 60203

NEERIGEN BROOK BYPASS B.D. CM77 61607

NEERIGEN BROOK M.D. SOUTH AI03 61602

NEERIGEN BROOK M.D. AI01 61601

NEERIGEN BROOK M.D. NORTH AI02 61605

NEWBURN ROAD B.D. AI04 70609

NORMANBY ROAD B.D. AI05 22006

NORTH COOLUP M.D. 298

OAKLANDS DRAIN M.D. & SUBS AC26 90601 Part Mundijong Drainage District

OSBORNE PARK B.D. AI06 30108

PARK ROAD B.D. AI07 21904

PATERSON ROAD B.D. AI08 70210

PAYNE PLACE B.D. AI09 80103

PEARL ROAD B.D. AI10 70606

PEARSON STREET M.D. AI11 50301

PEEL M.D. & SUBS AC23 90301

PENINSULA ROAD B.D. AI12 22002

PERRY LAKES B.D. AI13 20802

PERTH AIRPORT NORTHERN M.D. AI14 40401 Not Declared (Limestone Creek)

PERTH AIRPORT SOUTHERN M.D. AI15 40301

PETER STREET B.D. AI16 80105

PHILLIMORE STREET M.D. AI17 20601

PLAIN STREET M.D. AI18 21701

POISON GULLY B.D. AI19 40404

PORTCULLIS DRIVE B.D. AI20 60502

POWELL STREET B.D. AI21 21811

PRINCESS ROAD M.D. AI22 21001

QUEEN STREET B.D. AI23 22102

RAILWAY PARADE B.D. AI24 21902 Mount Lawley

RAILWAY PARADE B.D. AI25 50103 Bayswater

REMAN ROAD B.D. AI26 50113

RHINE PARK B.D. CX85 51105

RILEY ROAD M.D. AI27 60701

ROBERT BAY M.D. 278

ROCKINGHAM CENTRAL B.D. AH49 80104

ROCKINGHAM M.D. AI28 80101

ROCKINGHAM NORTH B.D. AI29 80102

ROCKINGHAM SOUTH B.D. AI30 80106

ROE STREET B.D. AI31 21804

ROKEBY ROAD B.D. AI32 20809


WCX CAD Standard




NUMBER

DRAIN

NUMBER

COMMENTS

ROSSMOYNE B.D. AI33 60303

RUNDLE STREET M.D. AI34 61301

SADDLEHILL GARDEN B.D. CG91 60807

SCOTT STREET B.D. AI35 40110

SECOND ROAD M.D. AI36 61501

SELBY STREET B.D. AI37 30105

SERPENTINE RIVER M.D. & SUBS AC21 90101 Part Mundijong Drainage District

SEVENTH AVENUE B.D. AI38 22004

SHAFTSBURY AVENUE B.D. AI39 50122

SHENTON PARK B.D. AI40 20803

SIXTH AVENUE M.D. AI41 60301

SOUTH BELMONT M.D. AI42 40101

SOUTH COOLUP M.D. & SUBS 295

SOUTH JANDAKOT B.D. CH85 80503

SOUTH STREET M.D. AI43 20201

SOUTHERN LAKES M.D. CH84 80501

ST LAWRENCE DRIVE B.D. BF01 51002

STANHOPE GARDENS B.D. AE99 51103

STANMUIR ROAD M.D. AI44 50201

STAR STREET B.D. AR53 40111

STATION STREET B.D. AI45 70405

STUBBS TERRACE B.D. AI46 20807

SUBIACO M.D. AI47 20801

SWAN LAKE M.D. AI48 22201

THOMSONS LAKE B.D. CX50 80505

TREASURE ROAD B.D. AI49 70610

TROY STREET B.D. AI50 50106

VERDUN STREET B.D. AI51 20806

VICTORIA AVENUE M.D. AI53 21401

VICTORIA PARK M.D. AI52 22301

VICTORIA ROAD B.D. CF69 51004

VULCAN ROAD B.D. AI54 60804

WAIKIKI M.D. AI55 80301

WALDON STREET B.D. AI56 70103

WALTER CRESCENT B.D. AI57 50108

WALTER ROAD B.D. AI58 50117

WATTLE GROVE B.D. AS04 70612

WATTON PARK B.D. CX87 51106

WELLINGTON PARADE B.D. AI59 21812

WELLINGTON STREET B.D. AI60 21803

WELSHPOOL B.D. AI61 70204

WEMBLEY-JOLIMONT M.D. AI62 21201

WESTFIELD PARK M.D. AI63 61201

WHARF STREET M.D. AI64 70301

WICKS STREET B.D. AI65 50105

WIDGEE ROAD B.D. AI66 50902

WILLIAM STREET B.D. AI67 21805

WILLIAM STREET NORTH B.D. AI68 21809


WCX CAD Standard




NUMBER

DRAIN

NUMBER

COMMENTS

WILLIAMS ROAD M.D. BE61 61701

WILSON M.D. AI69 70101

WINIFRED ROAD B.D. AI70 70611

WINTHROP AVENUE M.D. AI71 21101

WINTHROP AVENUE NORTHERN

OUTLET DRAIN

AI72 21102

WONGA ROAD M.D. AI73 50901

WOODBRIDGE CREEK B.D. AI74 51102

WOODLUPINE BROOK B.D. AI75 70604

WOODROW AVENUE B.D. AI76 21814

WORDSWORTH AVENUE B.D. AI77 21813

WRIGHT STREET B.D. AI78 21903

WUNGONG BROOK M.D. & SUBS AC29 61801 Part Mundijong Drainage District

WYONG ROAD B.D. AI79 70202

YIRRIGAN DRIVE B.D. AF38 50126

YULE BROOK M.D. AI80 70601


WCX CAD Standard



8 WATER CORPORATION - PROCESS &

INSTRUMENTATION DIAGRAM (P&ID) STANDARD

SYMBOLS

The illustrations shown on the following drawings GB72-60-1 and GB72-60-2 are the Water

Corporations standard symbols for P&IDs selected from ‘ANSI/ISA S5.1-2009 Instrumentation

Symbols and Identification’; ‘BS1553:Part1:1977 Graphical symbols for general engineering - Part 1

Piping systems and plant’ and customised symbols used by the Water Corporation which have not

been derived from ANSI/ISA S5.1-2009 and BS1553:Part1:1977.

These symbols have been produced as ‘blocks’ in AutoCAD and are provided in a symbol library.

Each symbol has been created with attributes to allow data stored on the symbol to be extracted to an

Excel spreadsheet if required. The symbol library, together with a data extraction routine, is provided

on the WCX CD/download. To access these symbols from within AutoCAD, select the WCX pull-

down menu and select the ‘Load WC PID Menu’ menu item.

Only Water Corporation symbols for P&IDs located in the symbol library on the WCX Download

shall be used in the production of P&IDs for the Water Corporation. Symbols other than those

supplied from the symbol library shall not be used without the expressed approval of the appropriate

Principal Engineer, Infrastructure Design Branch (IDB) of the Water Corporation.

All symbols shall be used as supplied. They shall not be exploded and rebuilt, re-scaled or modified in

any way. If a new symbol is required, the following procedure shall be followed:

(a) The person requiring a new symbol shall provide a drawing of the proposed symbol to the

Drawing Management System Manager, who will arrange for the appropriate Principal

Engineer in IDB to comment and approve.

(b) Once the new symbol proposed has been agreed upon, a provisional approval for the use of the

symbol shall be provided by the appropriate Principal Engineer in IDB for use on the current

project only.

(c) If considered appropriate by the appropriate Principal Engineer in IDB, the symbol will be

adopted for use by the Water Corporation and added to the symbols library.

P&IDs are developed in stages from initial concept through to final design. As the design progresses

data should be inserted into the relevant symbol attributes as it becomes available. At the stage of ‘As

Constructed’ drawing production, all data attributes should be completed.

For the presentation of P&IDs produced for the Water Corporation, reference shall be made to

drawings GB72-60-83.1 and GB72-60-83.2 as typical examples. Legend and identification letters

shall be developed in accordance with ANSI/ISA S5.1-2009 Sections 4, 5 and the Tables in those

sections. Loop numbering shall use a serial numbering system in accordance with ANSI/ISA S5.1-

2009, Appendix A, Section A6.1.

8.1 Drawing Production Procedure

The presentation of drawings is a unique process dependent on individual imagination and skills and

as such cannot be predetermined completely. As a general requirement, the presentation of P&IDs

should be set out in a logical order which has a close representation to the physical arrangement of the

plant which the P&ID represents.

Each P&ID should incorporate the following features

(a) General ease of appreciation

(b) Clarity of detail

(c) Balanced uncluttered appearance

(d) Provision for possible future extensions or additions


WCX CAD Standard



8.1.1 Asset Identification

An important piece of data to be added to a symbol is the ‘asset ID’ located on the ‘Field Location’

attribute. This asset identification number should be obtained from the Water Corporation prior to

commencing the creation of the P&I diagram.

8.1.2 Order of Detail Arrangement

It is recommended that hydraulic detail (eg pipes, tanks, valves etc) be placed on the P&I diagram

first. This determines the size of the P&ID and the number of drawing parts required. If the process to

be represented is large and cannot be fitted on one drawing, then the diagram can flow across as many

parts as necessary. The data extraction process will extract from any number of drawings.

8.1.3 Note on Drawing

All P&ID drawings shall carry the note ‘THIS DRAWING CREATED WITH SYMBOLS HAVING

ATTRIBUTE EXTRACTABLE DATA’. The preferred location for this note is in the bottom right

hand corner of the drawing. The note should have a text height of 5mm and placed on layer 24.

8.1.4 Attribute Data

As symbols from the WC P&ID library are selected and inserted onto the drawing the ‘enter attributes

dialog box’ is displayed, data should be added to as many attributes as possible at this time, to reduce

time consuming re-editing later.

8.1.5 File Delimiters

The text to be stored on the symbol attribute must not contain any commas (,) or single quotes (‘) as

the data extraction process uses these characters as delimiters to create extract files. If these

characters are left in the symbol attribute, the resultant spreadsheet column data for that symbol will

be misaligned and require extra editing.

8.1.6 Use of Grids and Snaps

P&ID drawings shall be created with AutoCAD Grid and Snap settings turned on. All P&ID symbols

have been created with the origin of the symbol at the centre of the symbol, with a recommended Grid

setting of ‘6’ displayed and Snap setting of ‘1’, the symbol is placed accurately on a grid point. To

connect pipe and signal lines to a symbol use a Snap of ‘1’ this will allow correct placement of line

work to touch the symbol without requiring extra trimming or extension of lines.

8.1.7 Layer and Linetypes

Symbols shall be connected together with lines to represent piping and signal paths. To facilitate the

connection of symbols, linetypes for both short distance connections and longer distance connections

are made available by selecting ‘P&ID layers/linetypes’ from the ‘WC P&ID’ pulldown menu. By

selecting ‘P&ID layers/linetypes’ the AutoCAD drawing is loaded with the extra layers and linetypes.

Refer drawing GB72-60-2 to establish the correct layer and linetype to be used.

8.2 Extract Procedure

8.2.1 Attribute Extraction

Upon completion of symbol and data allocation to the P&I diagram, an extract of the attribute data

can be obtained.

(a) Start in an AutoCAD P&ID drawing.

(b) Locate and select the ‘WC_P&ID’ pull-down menu. If this is not visible, select the WCX pull-

down menu and select the ‘Load WC_P&ID Menu’ menu item.

(c) Locate and select the ‘P&ID attribute extraction’ menu item.


WCX CAD Standard



(d) A ‘Select any other drawing files for attribute extraction’ file dialogue box will appear,

allowing you to select other drawings to include in the extraction. More than one drawing can

be selected at a time using Ctrl and/or Shift in the usual Windows way. If there are no other

drawings to include, just pick Cancel and just the current drawing will be extracted. If you pick

other drawings, they will temporarily be attached as Xrefs and then detached again after the

extract. The routine will create a file ready to import into Excel, and display the filename in the

Command prompt area. The file will be called the same as the current drawing file, with

‘Extracted Data.txt’ appended.

8.3 Spreadsheet Procedure

(a) Start a new Excel spreadsheet

(b) Select ‘File’ and then ‘Open’, set the ‘Files of type’ box to ‘All Files (*.*)’, browse the path of

the current P&ID drawing and select the file called the same name as the current drawing

filename with ‘ Extracted Data.txt’ appended. Double-click on it or pick Open.

(c) The Text import Wizard – step 1 of 3 dialog box appears.

• In the ‘Original data type’ box select ‘Delimited’.

• ‘Start import at row’ should be set to ‘1’

• ‘File origin’ should read ‘Windows (ANSI)’ or ‘MS-DOS (PC-8)’.

Select ‘Next >’

(d) The Text import Wizard – step 2 of 3 dialog box appears.

• In the ‘Delimiters’ box turn on the ‘Comma’ toggle.

• ‘Text qualifier’ should be set to a single quotation mark.

• Turn off the ‘Treat consecutive delimiters as one’ toggle.

Select ‘Next >’

(e) The Text import Wizard – step 3 of 3 dialog box appears.

• ‘Column data format’ box select ‘General’.

Select ‘Finish’

(f) Checking for errors

Scan through the columns of information to see if any information is in the wrong column. This

is usually caused by commas (,) in the symbol attributes. If there is misalignment of data go

back to the drawing, fix the problem and then repeat the extract.

(g) Spacing of columns

Increase or decrease the spreadsheet column widths as necessary to display all text within the

columns.

• Highlight all cells.

• Select ‘Format’ pulldown menu.

• Select ‘Column’ menu.

• Select ‘Autofit Selection’.

(h) Spreadsheet title

Insert the spreadsheet title and date in the spreadsheet header

• Select ‘View’ pulldown menu.

• Select ’Headers and Footers.


WCX CAD Standard



• Select ‘Custom Header’

• Type in title and date into ‘Centre section’. Select ‘OK’

(i) Borders

Apply borders to all cells containing data.

• Highlight all cells containing data.

• Select ‘Borders’ menu.

• Select ‘All borders’.

(j) Save as *.xls file

Save the modified spreadsheet in the form *.xls

(k) Print or exit

Print a hard copy of the spreadsheet or save and exit as required.


WCX CAD Standard




WCX CAD Standard




WCX CAD Standard




WCX CAD Standard




WCX CAD Standard



9 WATER CORPORATION – DRAWING CHECKING,

APPROVAL AND CANCELLING REQUIREMENTS

The following drawings are representative of the Water Corporation’s standard titleblock

requirements for AutoCAD or MicroStation. All drawings produced for the Water Corporation shall

be metric, in accordance with AS 1100 and drawn on A1, A2, A3 or A4 sheets.

All hardcopy drawings issued to the Water Corporation for final acceptance shall be original sheet

size*. Standard Water Corporation drawing sheets will be supplied to the Contractor in electronic

form on a WCX (Water Corporation eXternal) compact disc/download, for AutoCAD or

MicroStation.

The Contractor shall ensure that the standard electronic drawing sheet is used for all CAD produced

drawings and shall ensure that all of the appropriate fields within the titleblock are completed.

Each drawing prepared by the Contractor shall carry a suitable identification label (eg electronic

insert) stating the title of the Contractor's firm, separate from the titleblock, but positioned within or

as close to the titleblock as possible. For examples, see later within this section.

All drawings shall be delivered to the Water Corporation in both electronic and hardcopy form.

Drawings shall be supplied in AutoCAD 2012 (or later). MicroStation drawings may also be accepted

subject to prior approval by the DMS Manager or when existing MicroStation drawings are being

revised. Drawings in AutoCAD LT, AutoCAD for Mac, Drafix, DesignCAD, Briscad or similar

format will not be accepted. New projects shall consist of drawings in one CAD package or the other,

but not a mixture of both. New drawings for existing assets shall be submitted in the same format as

any existing CAD drawings. Where an existing asset has a combination of formats contact the DMS

Manager for direction.

Any electronic drawings supplied to the Water Corporation must be independent of any dependencies

on software other than AutoCAD or MicroStation. Such software includes applications based on

AutoCAD or MicroStation, object enablers, third party applications, and so on. Such software may be

used during the creation and modification of drawings, but any drawing provided to the Water

Corporation must not retain any reliance on such software in order to maintain the drawing's

completeness or correctness.

The drawings shall include any reference (MicroStation) or Xref (AutoCAD) files relating to those

particular drawings. AutoCAD drawings shall not reference MicroStation drawings and MicroStation

drawings shall not reference AutoCAD drawings It is important to note that no registered drawing

submitted to the Water Corporation for final acceptance may attach any other registered drawing as a

reference or Xref file.

The Water Corporation’s Project Manager, Design Manager, Land Servicing Consultant, DMS

Manager, Planning Manager, CAD User or Planset Administrator will supply the formal Planset

number and title lines 1 and 2 to the Contractor upon request.

Important Note: For all approved drawings and subsequent revisions, the DMSOUT routine shall be run from inside

AutoCAD or MicroStation and the resultant output (dwg, dgn or zip) file/s sent, together with a signed original sheet size

hardcopy print, to the Water Corporation’s Project Manager, Design Manager, Land Servicing Consultant or Planning

Manager. The resultant output file/s can be found in the C:\aquaDRAW\CheckIn folder (although the setting for this location

may be user-modified after installation). The DMSOUT routine interrogates the titleblock and verifies that it has been

completed correctly and is DMS (aquaDRAW) compliant. Refer ‘Section 10’ - DMS Procedures 8, 9, 10 and 11 for the Final

Drawing Process.

All new drawings submitted to the Water Corporation for final acceptance and archival into the Water

Corporation’s Drawing Management System (DMS - aquaDRAW) shall be issue ‘A’. ie. no entry to

be inserted into the ‘Revision’ field of the titleblock.

If the issue ‘A’ drawing contains “As Constructed” information, the drawing shall be identified

accordingly with a prominent block within the body of the drawing labelled "As Constructed" or

similar and signed and dated by the Construction Engineer to certify its accuracy.


WCX CAD Standard



Only previously archived drawings which have been checked-out of the DMS (aquaDRAW) for

revision will be accepted with an updated issue in the ‘Revision’ field of the titleblock. When a

drawing is required for revision, it shall be requested from the Corporation’s Project Manager, Design

Manager, Planning Manager or Land Servicing Consultant, then modified and returned with a new

issue (revision) letter in accordance with the WCX CAD Standard DS 80.

If an existing Water Corporation Standard or Example drawing is required to be used for a project,

then the Standard or Example drawing shall be checked out of the DMS for copy and then all of the

titleblock information shall be updated to represent the Project. The updated information shall include

the drawing title, drawing number, Designer’s Recommended / Approved names, dates and titles and

Design and Drawn names. A bold note shall also be included in the body of the drawing, to identify

the source Standard or Example drawing. eg. “This drawing has been derived from XY99-99-1A”. It

is most important to include the Revision letter of the Standard or Example drawing in the reference

note.

The drawing titleblock integrity shall not be changed in any way. Drawings, which fail titleblock

integrity checking by the Water Corporation, will be rejected and returned to the Contractor for

correction.

Signed half-scale reduced prints of original sheet size drawings will not be accepted. The Water

Corporation requires an original sheet size print of each drawing for scanning purposes, to ensure

an acceptable level of clarity of image for loading into the DMS (aquaDRAW).

9.1.1 Drawing Checking and Approval

Drawings shall be checked and approved in accordance with sub-sections below.

Except where specifically indicated in Clauses 9.1.1.4, 9.1.1.5 and 9.1.1.7 below, for drawings

produced by designers or contractors external to the Water Corporation, all checks, verifications and

approvals shall be by the designers and contractors. The Water Corporation shall not be requested to

check or approve drawings.

For drawings produced by the Water Corporation or internal contractors, all checks, verifications and

approvals shall be by the Water Corporation or internal contractors.

9.1.1.1 Check by Draftsperson

If the drawing is acceptable the check is verified by entering the first initial and full surname of the

draftsperson at "DRN" eg N DIAMOND

9.1.1.2 Drafting Check

The person nominated to carry out the drafting check shall be independent of the drawing to be

checked.

The checker shall ensure that the drawing satisfies the customer’s requirements and the drafting check

shall be verified by entering the first initial and full surname of the checker at "Q.C. CHD" eg J

DENVER

9.1.1.3 Design Calculations and Check (If Design Input Within Drawing)

The designer who produced the design calculations for the drafting of the drawing is verified by

entering the first initial and full surname at "DES CALC" eg J FARNHAM. The physical location of

these calculations shall be identified in the “DES REF” box eg HF 1234

When the design for the drawing has been checked this is verified by entering the first initial and full

surname of the design checker at "DES CHD" eg B STREISAND

If there is no design input into the drawing, these fields shall be left blank.

9.1.1.4 Review and Recommendation

The review and recommendation is carried out by a person independent of the design work and once

the drawing is acceptable, the recommendation is verified by original signature and date in field


WCX CAD Standard



marked "RECOMMENDED". The position of recommender shall be indicated in

"RECOMMENDED TITLE" field eg DESIGNER PROJECT MANAGER

For standard drawings to be included in Water Corporation design standards the recommendation

shall be by a Water Corporation principal or supervising engineer.

9.1.1.5 Review and Approval

The person approving the drawing accepts liability for the design and the content of the drawing. If

the drawing is acceptable, the approval is verified by original signature and date in field marked

"APPROVED". The position of approver shall be indicated in "APPROVED TITLE” field eg

DESIGNER PROJECT DIRECTOR.

For standard drawings to be included in Water Corporation design standards, the approval shall be by

the Corporation’s Manager, Infrastructure Design Branch, or nominee.

9.1.1.6 Revision Responsibilities

When a drawing is revised, the person responsible for drafting the changes shall complete the entry in

the ‘Revision’ block of the titleblock. This entry shall include the following

“ISSUE” eg B

“DATE” eg 02/2002

“GRID” eg B-10. Note: if revision modifications are generally over the entire drawing, this field shall

be left blank. This field is NOT mandatory.

“REVISION” description shall depend on type of revision:

(a) General type (not ‘As Constructed’) eg OUTLET PIPE INCREASED TO DN600

(b) ‘As Constructed’ type 1 - Where the drawing revision contains ‘As Constructed’ information

which has been captured on a signed marked-up hard copy print and transferred onto the CAD

file, the drawing revision shall state: “AS CONSTRUCTED PLOTTED FROM

INFORMATION SUPPLIED BY XXX “ (where XXX is the construction engineer’s company

name)

(c) ‘As Constructed’ type 2 - Where the drawing revision contains ‘As Constructed’ information

which has been captured digitally and processed directly into the CAD file, the drawing

revision shall state: “AS CONSTRUCTED PLOTTED DIRECTLY FROM DIGITAL

CAPTURE”

“DRN” eg GRC

The review, recommendation and approval of the drawing revisions being accurate and correct, shall

be carried out by persons independent of the work and once the drawing is acceptable, the

recommendation and approval is verified by original initials in fields marked "REC" and “APPD”

respectively.

When a drawing is revised, it is important to note that the existing Designer’s identification label and

all other existing names from the previous version of the drawing within the titleblock are NOT

removed.

For drawings at revisions above Y please contact DMS Manager for instructions.

Important Note: All original signatures and initials placed in the Revision block of each original sheet size hard copy

drawing shall be transferred electronically into the CAD file prior to the DMSOUT routine being run. It is acceptable to

place these names and initials electronically on the CAD drawing prior to signing and initialing by the appropriate person

responsible.

9.1.1.7 Design Survey and ‘As Constructed’ Survey Recording

The 'Design Survey' and 'AsCon Survey' fields in the titleblock are used for recording the

Designer’s Company name and the Design Survey Book number/s and/or

Survey Company’s name and the 'As Constructed’ Survey Book number/s

used for the creation of the drawing.


WCX CAD Standard



Where the drawing does not contain Design and/or ‘As Constructed’ survey information, the fields

are left blank.

Example Entries: Design Survey GHD SB 12345

AsCon Survey Whelans SB 6789

9.1.2 Drawing Revision to Cancelled Status

When it is necessary to have an existing drawing from the DMS (aquaDRAW) cancelled, the process

is as per a normal drawing revision (refer Section 10 - DMS Procedure 7) with some minor additional

requirements.

The reason for the drawing being cancelled will determine which of the following cases is applicable.

9.1.2.1 Case 1

The drawing is being cancelled because its contents have been made redundant, no longer applicable

to the project and there is not another new drawing created to replace the cancelled drawing.

The statement ‘DRAWING CANCELLED’ is to be placed diagonally across the body of the drawing

and also in the revision description field of the titleblock.

9.1.2.2 Case 2

The drawing is being cancelled because its contents have been made redundant, no longer applicable

to the project and there is another new drawing (with new drawing number) created to replace it.

The statement ‘DRAWING CANCELLED – REFER TO DRAWING XX99-?-?’ is to be placed

diagonally across the body of the drawing and also in the revision description field of the titleblock.

ie XX99-?-? represents the new replacement drawing number.

In either case mentioned above, the revised cancelled WCX CAD Standard compliant drawing shall

be submitted to the Water Corporation and loaded into the DMS (aquaDRAW). Once loaded into the

DMS (aquaDRAW), the DMS Manager shall be notified and he will arrange to have the aquaDRAW

status of the cancelled drawing changed from ‘Current’ to ‘Cancelled’.

9.1.3 ‘Hold’ Points

Items for which, at the time of drawing production, final dimensions or configuration are unknown or

may be subject to change, and items which are impacted by these, shall be indicated as such by use of

‘reverse cloud’ diagrams and the word ‘Hold’ with descriptive text to highlight outstanding or vendor

specific information required. .

The ‘Hold’ indicates that further information is required, or that design may change, prior to

construction; and to the Designer and design manager that further information is required to complete

the design.


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WCX CAD Standard



10 WATER CORPORATION - DRAWING

MANAGEMENT SYSTEM (aquaDRAW)

PROCEDURAL FLOW CHARTS, GROUPS &

FUNCTIONALITY

The phrase ‘Drawing Management System’ (DMS) refers to the process of managing drawings within

the Water Corporation. Access to the management of DMS is by use of the aquaDRAW application.

Access to aquaDRAW is available to all Water Corporation staff.

The following Drawing Management System (DMS - aquaDRAW) procedural flow charts are

representative of the Water Corporation’s various processes required for handling drawings created

either internally by Water Corporation (including Regions), external Designers.

The Drawing Management - Groups and Functionality table is a reference guide for users within the

Water Corporation and external Designers with DMS - aquaDRAW access only.


WCX CAD Standard



WC CAD User searches aquaDRAW for required electronic drawing from existing Planset within

aquaDRAW

Select

Check-out for

COPY

Register new Planset &

drawing sheet in

aquaDRAW

or

Create new drawing

sheet in existing Planset

within aquaDRAW

Check-in electronic

drawing into

aquaDRAW

Send signed original

sheet size hard copy print

to DMS Manager for

scanning & entry into

aquaDRAW

Create new drawing

using cut'n'paste from

checked-out drawing

Add electronic

signatures & dates to

CAD drawing file.

Ensure all mandatory

titleblock fields are

completed & run

DMSout routine

Plot drawing to original

sheet size and obtain

appropriate signatures

& dates after design

check

DMS Procedure 1 - Preparation of new drawing from existing CAD drawing by

Water Corporation CAD UserThis procedure is applicable to the Water Corporation CAD User wishing to produce a new drawing from

an existing CAD drawing extracted from aquaDRAW.


WCX CAD Standard



WC CAD User

searches aquaDRAW

for required electronic

drawing from existing

Planset within

aquaDRAW

Register new Planset &

drawing sheet title in

aquaDRAW

OR

Create new drawing sheet title

in existing Planset within

aquaDRAW

Create CAD drawing

Plot drawing to original

sheet size and obtain

appropriate signatures

& dates after design

check

Add electronic

signatures & dates to

CAD file. Ensure all

mandatory titleblock

fields are completed &

run DMSout routine

Check-in electronic

drawing into

aquaDRAW

Send drawing plot to

DMS Manager for


aquaDRAW

Select

Check-out for

REVISION

Check-in electronic

drawing into

aquaDRAW

Send drawing plot to

WC DMS Manager for


IMS

Revise & plot drawing

to original sheet size

and obtain appropriate

initials & date in

revision block in

titleblock after revision

check

Add electronic initials

& date to CAD file

revision block & run

DMSout routine

DMS Procedure 2 - Preparation of new drawing by Water Corporation CAD UserThis procedure is applicable to the Water Corporation CAD User wishing to produce a new drawing from scratch

DMS Procedure 3 - Preparation of revised drawing by Water Corporation CAD UserThis procedure is applicable to the Water Corporation CAD User wishing to revise an existing drawing

extracted from aquaDRAW

Note:

Permission to proceed with the revision of any

drawing must firstly be granted by the relevant WC

Project Manager or Design Manager, prior to the

extraction of the drawing from aquaDRAW


WCX CAD Standard



DMS Procedure 5 - General search, view and print of current drawing in aquaDRAW

Water Corporation

aquaDRAW user

or

External Designer with

aquaDRAW access

Logon into aquaDRAW:

search for required

drawing

Send to plotter or

printer for hard copy

print

Download or send to

plotter or printer for

hard copy print

Water Corporation

(incl. Regions)

DSB Client Consultant receives

request from External

Designer* for new Planset for

manual drawings

Water Corporation

DSB Client Consultant requests

Planset Administrator or CAD User

to register new Planset

Water Corporation

On receipt of manual drawings

from External Designer, DSB

Client Consultant registers

drawings in aquaDRAW and

sends them to DMS Manager for


aquaDRAW

CAD User, Planset

Administrator or CAD User

Special can view current

CAD drawing file in

aquaDRAW

Provided drawing is

scanned, DMS user can

view image of current

drawing in aquaDRAW

DMS Procedure 4 - Registration of new Planset for manual drawing/sIMPORTANT NOTE: This procedure is for Development Services Branch use only

This procedure is applicable to the registration of a new Planset for manual drawings being produced by

an External Designer for submssion to the Water Corporation for entry into the Drawing Management

System - aquaDRAW.

NOTE: This procedure only applies to drawings in the following categories only

Water & sewerage reticulation involving land subdivision

Water & sewerage reticulation mains extensions not involving land subdivision

Water Corporation

Planset Administrator or

CAD User provides details

to DSB Client Consultant

who relays details to

External Designer*

This procedure is applicable to the aquaDRAW user who wishes to search , view and print a current status

drawing within the DMS. Depending on whether the current status drawing is scanned or not and whether

it is a manual or CAD drawing file will depend on the viewing application. ie CAD viewer or Image Viewer

* The terminology ‘External Designer’ can mean External Consultant or Contractor.


WCX CAD Standard



Water Corporation

(incl. Regions)

Design Manager /

Planning Manager or

DSB Client Consultant

receives request from

External Designer* for

new Planset or drawing

number

Water Corporation

Project Manager / Design

Manager / Planning Manager or


Planset Administrator or CAD

User to:

register new Planset or

reserve new drawing number/s

in existing Planset

within aquaDRAW

Water Corporation

Planset Administrator or CAD

User provides details to


Manager / Planning Manager

or DSB Client Consultant

External Designer*

Creates new drawing/s

in accordance with

DMS Procedure 8

DMS Procedure 6 - Registration of new Planset / drawing by Water Corporation

This procedure is applicable to the registration of new Planset or drawing numbers by Water Corporation for drawings being produced by an External Designer* for submssion to the Water Corporation for entry into the Drawing Management System - aquaDRAW.

* The terminology External Designer can

mean External Consultant or Contractor


WCX CAD Standard



DMS Procedure 7 - General revision of existing drawing by External Designer*

External Designer* / Drafting

Resource

Requests CAD file/s for

'Revision' from WC Project

Manager / WC Design

Manager / WC Planning

Manager or DSB Client

Consultant

Water Corporation




CAD file/s for 'Revision' from

DMS Manager

Water Corporation

DMS Manager supplies CAD

file/s to External Designer /

Drafting Resource

cc to Project Manager /

Design Manager / Planning


Consultant.

Completes IDB 'Drawing

Transmittal Form'


Resource

Drafter adds revision information to

next revision of CAD drawing file

(refer WCX Manual - Section

9.1.1.7), and generates an original

sheet size hard copy print of each

drawing for signing. When

Drawings are signed, runs DMSout

routine.

Water Corporation

DMS Manager arranges CAD User to -

Check-in CAD file into aquaDRAW

Scan and upload wet signed

original sheet size hard copy print

of above mentioned CAD drawing

Complete IDB 'Drawing Transmittal

Form'

Complete IDB 'DMS Process Form'

Notify Project Manager / Design


DSB Client Consultant that

drawings are available in

aquaDRAW.

Send original hardcopy to SIMG if it

contains relevant information.

External Designer* / Drafting Resource

Submits drawing submission to WC Project Manager / WC Design Manager / WC

Planning Manager or DSB Client Consultant

Drawing submission shall include the following:

1. WCX CAD Standard compliant CAD drawing file

2. Wet signed original sheet size hard copy print of above mentioned CAD drawing file

Water Corporation

Project Manager / Design Manager /

Planning Manager or DSB Client

Consultant sends External

Designer's* drawing submission to

DMS Manager for processing into

aquaDRAW



This procedure is applicable to final electronic drawings produced by an External Designer* from the revision of an existing Water Corporation drawing and submitted to the Water Corporation for re-entry into the Drawing Management System - aquaDRAW. Note: It does NOT include 'As Constructed' revisions - Refer DMS Procedure 10

Water Corporation

SIMG transfers information

into FMS


WCX CAD Standard



External Designer*

Produces approved drawing

in AutoCAD or MicroStation

format & runs DMSout

routine in accordance with

WCX CAD Standard

External Designer*

Submits all of the following to WC Project

Manager / WC Design Manager / WC


1. WCX CAD Standard compliant CAD

drawing file

2. Wet signed original sheet size hard copy .

print of above mentioned CAD drawing file

Water Corporation

DMS Manager arranges

CAD User to check-in

CAD drawing file into

aquaDRAW

Return non WCX CAD Standard compliant drawingWater Corporation

Project Manager / Design Manager / Planning

Manager / DSB Client Consultant or DMS

Manager

DM

S co

mp

lian

t d

raw

ing

Water Corporation


Scan and upload wet signed


of above mentioned CAD drawing






aquaDRAW.

Send original hardcopy to SIMG if

it contains relevant information.

Water Corporation


Manager / Planning Manager


sends External Designer's

drawing submission to DMS

Manager for processing into

aquaDRAW



DMS Procedure 8 - Preparation of final CAD drawing by External Designer*This procedure is applicable to final electronic drawings produced by an External Designer* and submitted to the Water Corporation for entry into the Drawing Management System - aquaDRAWNote: Excludes Water & Wastewater Reticulation

Water Corporation


into FMS


WCX CAD Standard



External Designer*

Marks up hard copy print of drawing

showing 'As Constructed' information in

red and signs and dates drawing to

certify its accuracy

External Designer*

Supplies signed marked-up

hard copy print of each

drawing to WC Project

Manager / WC Design

Manager / WC Planning

Manager / DSB Client

Consultant or DMS Manager

Water Corporation

Signed marked-up hard

copy print of each drawing

forwarded to WC CAD

User

Water Corporation

CAD User adds 'As Constructed'

information to next revision of CAD

drawing file (refer WCX Manual -

Section 9.1.1.7)and generates an

original sheet size hard copy print of

each drawing for signing

Water Corporation

CAD User -

Sends wet signed original sheet

size hard copy print of above

mentioned CAD drawing file to

DMS Manager for scanning

Sends original marked-up signed

hard copy print of each drawing to

DMS Manager for scanning

Water Corporation


into FMS

Water Corporation

DMS Manager -

uploads scanned image of print

of CAD drawing file into

aquaDRAW

uploads scanned image of

original marked-up 'As

Constructed' print into folder \\

SVNTJT1-21\CDMS\Engimg\

Original AsCon Markups\**

DMS Manager destroys marked-

up hard copy drawings and

sends original print of relevant

‘As Constructed’ drawings to

SIMG.

** Relevant FMS (Facilities Mapping

System) drawing/s includes any locality or

site plans, general arrangements or layouts

showing 'As Constructed' Water Corporation

assets, whether Wastewater, Water or

Drainage related.

Water Corporation

CAD User

Emails SIMG (Spatial

Information Management

Group) with drawing list of

relevant** 'As Constructed'

drawings

Notifies Project Manager /



Consultant that drawings are

available in aquaDRAW.

** Typical location & file name example of

'As Constructed' scanned file

......\WAW\AA\AA99-001-002-03B.Tif

Water Corporation

After checking and wet signing of

drawing revision, CAD User runs

DMSout routine and checks CAD

drawing file into aquaDRAW

DMS Procedure 9 - Preparation of 'As Constructed' drawing by Water CorporationThis procedure is applicable to marked-up 'As Constructed' hard copy prints of drawings being submitted to the Water Corporation by an External Designer* for entry into the Drawing Management System - aquaDRAWNote: Excludes Water & Wastewater Reticulation


mean External Consultant or Contractor .


WCX CAD Standard



DMS Procedure 10 - Preparation of 'As Constructed' drawing by External Designer*

External Designer*

Marks up hard copy print of

drawing showing 'As

Constructed' information in red

and signs and dates drawing

to certify its accuracy**

External Designer*

Supplies signed

marked-up hard

copy print of each

drawing to Drafting

Resource**

External Designer* /

Drafting Resource

Requests CAD file/s for

'Revision' from WC

Project Manager / WC

Design Manager / WC

Planning Manager or

DSB Client Consultant


Resource

Drafter adds 'As Constructed'

information to next revision of

CAD drawing file (refer WCX

Manual - Section 9.1.1.7), and

generates an original sheet size

hard copy print of each drawing

for signing. When Drawings are

signed, runs DMSout routine.

Water Corporation



Scan wet signed original sheet size

hard copy print and marked-up

signed hard copy print** of above

mentioned CAD drawing.

Complete IDB 'Drawing Transmittal

Form'






aquaDRAW.

Email SIMG (Spatial Information

Management Group) with drawing

list of relevant FMS*** 'As

Constructed' drawings

Water Corporation


into FMS

Water Corporation

DMS Manager arranges CAD User to-

upload scanned image of print of

CAD drawing file into aquaDRAW

**upload scanned image of original

marked -up 'As Constructed' print into

folder \\SVNTJT1-21\CDMS2\

Engimg\Original AsCon Markups\****

Send original print of relevant ‘As

Constructed’ drawings to SIMG and

destroys marked-up hard copy

drawings.

*** Relevant FMS (Facilities Mapping

System) drawing/s includes any locality or

site plans, general arrangements or layouts

showing 'As Constructed' Water Corporation

assets, whether Wastewater, Water or

Drainage related.

**** Typical location & file name example of

'As Constructed' scanned file

......\WAW\AA\AA99-001-002-03B.Tif


Submits drawing submission to WC Project Manager / WC Design Manager / WC Planning Manager





3. Print of final accepted Design drawing showing ‘As Constructed’ information (marked-up in red)**

Water Corporation



Consultant sends External Designer's*

drawing submission to DMS Manager

for processing into aquaDRAW



This procedure is applicable to 'As Constructed' drawings produced by an External Designer* and submitted to the Water Corporation for entry into the Drawing Management System - aquaDRAWNote: Excludes Water & Wastewater Reticulation

Water Corporation


Manager / Planning


Consultant arranges DMS

Manager to send CAD file/s

to External Designer* /

Drafting Resource and

complete IDB 'Drawing

Transmittal Form'

** Not applicable when desiger

prepares drawings directly from digital

capture See Section 14.2


WCX CAD Standard



DMS Procedure 11 - Preparation of new drawing by External Designer* using an existing

Water Corporation CAD drawing as a template


Resource

Requests CAD file/s for 'Copy'

from WC Project Manager /

WC Design Manager / WC

Planning Manager or DSB

Client Consultant

Water Corporation




CAD file/s for 'Copy' from DMS

Manager

Water Corporation

DMS Manager supplies CAD

file/s to External Designer /

Drafting Resource

cc to Project Manager /



Consultant.

Completes IDB 'Drawing

Transmittal Form'


Resource

Drafter creates new drawing from

the CAD drawing file supplied, runs

DMSout routine and generates an


of each drawing for signing

Water Corporation



Scan wet signed original sheet size hard copy

print of above mentioned CAD drawing


Notify Project Manager / Design Manager /


that drawings are available in aquaDRAW.

Email SIMG (Spatial Information Management

Group) with drawing list of relevant FMS***

'As Constructed' drawings

Send original hardcopy of relevant drawings

to SIMG


Submits drawing submission to WC Project Manager / WC Design Manager / WC





Water Corporation



Consultant sends External

Designer's* drawing submission to

DMS Manager for processing into

aquaDRAW



This procedure is applicable to final electronic drawings produced by an External Designer* with the use of an existing Water Corporation drawing as a template and submitted to the Water Corporation for entry into the Drawing Management System - aquaDRAW

Water Corporation


into FMS


WCX CAD Standard



Drawing Management System (DMS - aquaDRAW) – Groups & Functionality

(The following table is a reference guide for users with aquaDRAW access only)

DMS

MANAGERS

DMS

ADMINISTRATORS

CAD

USERS

CAD

USERS - SPECIAL

PLANSET

ADMINISTRATORS

DMS

BROWSERS

Information search of progressing,

current, superseded and cancelled

drawings. Image viewing of


scanned drawings. Download and

printing of single or multiple

images. Report on Selection

functionality. Cut’n’Paste

Planset/drawing listings






































current and cancelled drawings.

Image viewing of current and

cancelled scanned drawings.

Download and printing of single

or multiple images. Report on

Selection functionality.

Cut’n’Paste Planset/drawing

listings

Create new Planset/sheet/part

sheet. View current, superseded

and cancelled CAD drawings.







View current, superseded and

cancelled CAD drawings.




Check-out current drawings for

revision and copy. Check-out

superseded CAD drawings for

copy. Check-in electronic

drawings. Edit lines 3 and 4 in

drawing profile of progressing,


drawings Delete progressing

drawings.









drawings.









drawings.

Check-out current, superseded and

cancelled CAD drawings for copy

only.

Edit lines 3 and 4 in drawing

profile of progressing, current,

superseded and cancelled

drawings. Delete progressing

drawings

Library database management.

Modify DMS validation data.

Change Planset title lines 1 and 2.

Control access to drawings.

Change Status of drawing to

‘Cancelled’ from aquaDRAW

menu. Mark ‘As Constructed’

drawings.

Library database management.

Modify DMS validation data

Change Planset title lines 1 and 2.

Control access to drawings.

Change Status of drawing to

‘Cancelled’ from aquaDRAW

menu. Mark ‘As Constructed’

drawings. (Key aquaDRAW

contact person within Region or

Branch).

Master DMS / aquaDRAW

administration functions. Load

‘old’ PWD and MWA Planset

numbers. Check-in manual. Undo

check-in. Remove drawings from

database.


WCX CAD Standard



BLANK PAGE


WCX CAD Standard



11 STANDARD WATER, WASTEWATER &

TREATMENT PROCESS PIPEWORK

DESIGNATIONS

The following comprehensive Tables detailing the standard water, wastewater and treatment

process pipework designations have been compiled by the Program Manager Standards in

consultation with specialists from Water Treatment, Wastewater Treatment, Mechanical and

SCADA sections of the Infrastructure Design Branch.


WCX CAD Standard



11.1 Pipe Type Designations

TABLE 1 MILD STEEL PIPEWORK

Pipeline Characteristic Example

Notation Notes or Comments

Nominal diameter (DN) DN900 AS 1579 DN100 to DN1600

Outside diameter 914 (Allow for coating thickness)

Mild steel plate thickness 7

Inside diameter 868 (Allow for lining thickness)

Pipe structural material MS AS 1574 and AS/NZS368

Coating material MDP Refer Table 1 Part B

Lining material CL Refer Table 1 Part B

Jointing system RRJ Elastomeric or weld jointed options (See Table 1 Part A)

Flanged pressure classification PN21 PN14, PN21, PN35 (AS 4087 Figures B7, B8, B9)

Working Drawing Example Designation: DN900 (914/7/868) MDP MSCL ESJ PIPE to AS 1579

Plant Layout Drawing Example Designation: DN150 (168/5/140) MDP MSCL PIPE to AS 1579 FJ PN14 SE

TABLE 2 STAINLESS STEEL PIPEWORK



Nominal diameter (DN) DN50 DN20 to DN150 to ASTM A312

Pipe structural material & grade SS316L SS 316L or SS Alloy 20 (UNS N08020) to ASTM A240

Jointing system FJ Seamless. Butt joint welded or flange jointed

Flanged pressure classification PN14 PN14, PN21, PN35(AS 4087 Figures B7, B8, B9)

Working Drawing Example Designation: DN50 SS316L BJ PIPE to ASTM A312

Plant Layout Drawing Example Designation 1: DN50 SSA20 PIPE to ASTM A312 FJ PN21 SA

Plant Layout Drawing Example Designation 2: DN80 SS316L PIPE to ASTM A312 FJ PN14 NH3

TABLE 3 REINFORCED CONCRETE NON-PRESSURE PIPEWORK (RC)


Notation

Notes or Comments

Nominal diameter (DN) DN1500 DN600 to DN3000

Outside diameter 1714 Supplier to confirm

Concrete thickness 105 Supplier to confirm

Inside diameter 1496 (Allow for lining thickness – 4mm thickness assumed)

Pipe structural material RC RC for steel reinforced concrete; RA for resin aggregate (e.g. Polycrete)

Pipe load classification Class 4 AS 4058 classes 4 to 10; Jacking class (Special design)

Lining material PL Only where plastics lined

Jointing system RRJ RRJ for rubber (skid) ring (spigot and socket) joint (usually < DN1800)

IFJ for internal flush jointed (usually > DN1800)

Working Drawing Example Designation: DN1500 (1714/105/1504) Class 4 RCPL RRJ PIPE to AS 4058

Working Drawing Example Designation: DN800 (960/80/800) JACKING RA RRJ PIPE (e.g. Polycrete)

Site Layout Drawing Example Designation: DN1200 (1372/92/1187) Class 4 RCPL RRJ PIPE to AS 4058 RWW


WCX CAD Standard



TABLE 4 PVC NON-PRESSURE PIPEWORK



Nominal diameter (DN) DN150 DN100 to 375

Pipe stiffness classification SN8 SN6 if < DN100; SN8 or 16 if > DN100

Pipe structure/profile Plain Plain, sandwich, or profiled wall

Pipe material composition UPVC Unplasticised PVC

Pipeline jointing system SWJ SWJ if < DN300; ESJ if > DN300

Pipe pressure classification Non-pressure

Working Drawing Example Designation: DN225 SN8 Plain UPVC SWJ PIPE to AS/NZS1260

Plant Layout Drawing Example Designation: DN100 SN6 Plain UPVC SWJ PIPE to AS/NZS1260 RE

TABLE 5 PVC PRESSURE PIPEWORK



Nominal diameter (DN) DN150 DN100 to 450

Pipe diameter series S2 Series 1 Metric/ISO=S1 ; Series 2 CIOD=S2

Pipe material composition MPVC (Molecular Oriented) PVC-O to AS/NZS 4441 (Int.); (Modified) PVC-M to

AS/NZS4765; (Unplasticised) PVC-U to AS/NZS1477

Pipeline jointing system ESJ Elastomeric seal joint – used to be RRJ (S1 & S2); Solvent weld joint (S1

only)

Pipe pressure classification PN12 PN12, PN18(S1); PN12, PN16(S2)

Working Drawing Example Designation: DN150 S2 MPVC ESJ PIPE PN12 to AS/NZS4765

Plant Layout Drawing Example Designation: DN100 S1 MPVC SWJ PIPE PN18 to AS4441 BWW

TABLE 6 PE PIPEWORK



Nominal outside diameter (DN) DN180 DN63, DN125, DN180, DN250, DN315, DN355 or DN450

Pipe compound classification PE100 PE80B or PE100

Standard dimension ratio SDR13.6 SDR7.4 to SDR13.6

Pipeline jointing system EFJ Electro-fusion, butt-fusion or mechanical compression jointed

Pipe pressure classification PN12.5 PN 12.5; PN16

Working Drawing Example Designation: DN150 PE100 EFJ PIPE SDR13.6 PN12.5 to AS/NZS4130

Plant Layout Drawing Example Designation: DN100 PE100 EFJ PIPE SDR11 PN16 to AS/NZS4130 RW

TABLE 7 GRP PRESSURE and NON-PRESSURE PIPEWORK



Nominal diameter (DN) DN900 AS 3571 (drainage/sewerage), AS 3571.2 (water supply)

Outside diameter 923

Pipe wall thickness 16.2

Inside diameter 891

Pipe stiffness class SN10 000 SN5 000, SN10 000

Pipe structural material GRP/FW

GRP

Glass reinforced plastics filament wound (e.g. Flowtite)

Glass reinforced plastics centrifugally cast (e.g. Hobas)

Jointing system ESJ Used to be RRJ

Pipe pressure class PN16 PN1 (Non-pressure), PN16, PN20, PN25, PN32

Working Drawing Example Designation: DN900 (923/16.2/891) SN10000 GRP/FW ESJ PN16 PIPE

Plant Layout Drawing Example Designation: DN450 (507/7.3/492) SN10000 GRP ESJ PN10 PIPE STL

Site Layout Drawing Example Designation: DN600 (667/9.3/648) SN5000 GRP/FW PN1 RWW


WCX CAD Standard



TABLE 8 ABS PRESSURE PIPEWORK


Notation

Notes or Comments

Nominal diameter (DN) DN150 DN25 to DN750

Pipe diameter series S2 Series 1 Metric; Series 2 CIOD

Pipe compound classification ABS160 ABS120, ABS140, ABS160, ABS180

Standard dimension ratio SDR17.7 SDR9.3 to SDR19.8

Pipeline jointing system SWJ Elastomeric seal joint – used to be RRJ or Solvent weld jointed

Pipe pressure classification PN12 PN12, PN18, PN20

Working Drawing Example Designation: DN150 S2 ABS160 SWJ PIPE SDR17.7 PN12 to AS/NZS3518

Plant Layout Drawing Example Designation: DN65 S2 ABS180 SWJ PIPE SDR13.5 PN18 to AS/NZS3518 LW

TABLE 9 COPPER PIPEWORK


Notation

Notes or Comments

Nominal diameter (DN) DN100 DN20, DN25, DN40, DN50, DN80, DN100, DN150

Tube thickness type A - AS 1432 Table 2

Pipe structural material COPPER Alloy 122 (AS 2738.2)

Jointing system CJ CJ (MCJ or FJ not permissible in buried/concealed applications)

Flanged joint pressure class PN14 PN14 (AS 4087 Figure B1)

Working Drawing Example Designation: DN100 A COPPER CJ PIPE to AS1432

Plant Layout Drawing Example Designation: DN50 A COPPER MCJ PIPE to AS1432 XW

Plant/Site Layout and Working Drawing Designations vary in that Plant or Site Layout

Drawings contain designated pipe contents or process abbreviations. Jointing, coating and

lining system and pipe contents or process abbreviations are tabulated in Parts A, B and C of

TABLE 1 respectively.

General information and criteria for mechanical design of pipework may be referenced in

Mechanical Design Standards.


WCX CAD Standard



11.2 Joint, Coating and Lining Designations

PART A: JOINTING SYSTEM ABBREVIATIONS

Jointing System Description Example

Notation

Notes or Comments

MILD STEEL PIPE

Rubber ring jointed RRJ Rubber ring joint – also known as elastomeric seal joint (ESJ)

Rubber ring jointed with

welded restraint

RRJ –

WR

e.g. Tyco Sintalok

Band weld jointed WJ – BJ Plain ended pipe, butt welded (WJ – PE) and fully banded

Slip-in Weld jointed WJ – SIJ Pipe slip-in weld jointed (also known as spherical slip-in, expanded

and collapsed or ball and socket weld jointed)

Plain end weld jointed WJ – PE Butt jointed welded pipe. (Integral to WJ – BJ for procurement

purposes but not a stand-alone pipeline joint system)

FLANGED METALLIC PIPE

Flange jointed and bolted FJ Steel, DI & Copper. Includes use of slip-on flanges.

PLASTICS PIPE

Elastomeric seal jointed ESJ DI, PVC, GRP and ABS. Elastomeric seals of EPDM, SBR or NBR

to AS 1646.

Solvent weld jointed SWJ Primer/cleaner/solvent – to AS 3879 (PVC); to AS 3691 (ABS)

REINFORCED CONCRETE PIPE

Rubber ring jointed

Flush Jointed

RRJ

IFJ

Natural rubber skid (or other) rings

In wall spigot & socket (flush) jointed >DN1800

POLYETHYLENE PIPE

Mechanical compression

jointed

MCJ PE pipe joint fittings to AS/NZS 4129

Electro-fusion jointed EFJ Joint fittings to AS/NZS 4129

Butt-fusion jointed BFJ To WSA-01 (WSAA National Polyethylene Pipeline Code)

COPPER PIPE

Capillary/Braze welded CJ Brazed with silver brazing alloy to AS 1167.1, Table 2

Mechanical compression

jointed

MCJ Cone type washer to Drawing BD62-8-31

PART B: COATING AND LINING ABBREVIATIONS

Coating or Lining Material Example

Notation

Notes or Comments

Fusion bonded medium density Polyethylene MDP AS 4321 (Pipe coating & lining applications)

High density Polyurethane HDP AS/NZS 1518 (Pipe coating applications)

Polyurethane PU Pipe coating & lining applications

Thermal-bonded polymeric coating and lining system FBE AS/NZS 4158

Fusion bonded (powder) epoxy FBE AS 3862

Hot-dip galvanising to AS 1650 G Ferrous pipe

Bitumen coated zinc B/Z Medium life expectancy. Bitumen delays

leaching of zinc by groundwater.

Bitumen coated B Cosmetic but of no corrosion protection value.

Polyethylene Sleeving to AS 3680 PES Ductile iron pipe applications

Plastics lining to Corporation Specification PL Wastewater RC pipe applications

Cement lining CL AS 1281 (MS, DI, CI pipe)

Epoxy seal coat for cement mortar lining E/CL Aggressive potable water applications

Bitumen seal coated for cement mortar lining B/CL Aggressive potable water applications

Natural Rubber lining (6mm thick lining to BS 6374.5) NR Conveyance of aggressive contents only.


WCX CAD Standard



11.3 Pipe Contents Abbreviations

WASTEWATER Notation WATER Notation CHEMICAL DOSING Notation

Activated sludge

(<5%)

AS Backwash outlet BWO Aluminium sulfate XAS4

Digester gas DG Backwash recovery water BRW (Poly) Aluminium chloride XACL

Excess activated

sludge

EAS Backwash sludge (<5%) BSL Antiscalant ASC

Foul gas emission FG Backwash water BWW Ammonia solution XNHS

Grit GR Clarifier sludge (<5%) CSL Anhydrous Ammonia XNH3

Mixed liquor ML Filtered water FW

Natural Gas NG Lime sludge (<5%) LSL Carbon Dioxide XCO2

Primary effluent PEF Raw or bore water RW Carbon Dioxide solution XCDS

Primary sludge (<5%) PS Sludge/waste SL Chlorine Dioxide XCLD

Raw wastewater RWW Chlorine gas XCL2

Reclaimed effluent RE Powdered activated

carbon

PAC Chlorine solution XCLS

Return activated

sludge

RAS Garnet GAR Clean in Place solution CIP

Scrubber Liquor SL Pellets PEL

Secondary effluent SE Resin RES Ethylene Dia-mine Tetra-Acetic

Acid

XEDT

Skimmings SK Drainage Water DRW Ferric chloride XFCL

Solids treatment liquor STL Chemical Drainage DRX Ferric sulfate XFS4

Fluorosilicic acid XFSA

Raw Seawater RSW Poly-electrolyte PLY

Filtered Seawater FSW Hydrochloric Acid XHCL

Concentrate CON Hydrogen Peroxide XHPX

Permeate (Water) PMW Lime water XLW

(Milk of) Lime slurry XLSL

Potable water PW Mixed chemicals MX

Instrument air (conditioned) IA Nutrient Solution NUS

Plant air PA Oxygen XO2

Blower air BA Ozone XO3

Site service water (non-potable) SW Phosphoric acid XPA

Fire services water XW Potassium permanganate

solution

XPPS

Fuel oil services FO Sodium carbonate solution XSCS

Sodium bisulfite solution XSBS

Sodium chloride XSCL

Sodium (hexameta) phosphate XSP

Sodium hypochlorite XSHC

Sodium hydroxide XSHO

Sodium silicate solution XSSS

Sodium fluoride solution XSFS

Sulfur dioxide XSO2

Sulfamic acid XS3A

Sulfuric acid XS4A

Chemical naming convention note:

1) Endings in “S” are generally solutions,

2) Endings in “A” are generally acids,

3) “S4” is used to denote sulfate (“S3” for sulfamic)

4) Letters used are generally the first letters of the chemical except for lime or where chemical formulas are used

5) An “X” prefix is used to allow chemicals to be quickly identified on a drawing. Where the composition of a chemical is not

known (eg. antiscalant, clean in place, polyelectrolyte), a simple acronym has been used (eg ASC, CIP, PLY)


WCX CAD Standard



12 VERTICAL DATUM & COORDINATE SYSTEM

DESIGNATIONS

The Water Corporation fully adopted the Geocentric Datum of Australia (GDA) in April 2001.

It is very important to note that all NEW digital drawings and maps containing geo-

spatial data, produced for the Water Corporation, shall be drawn using the Coordinate

System - Map Grid of Australia (MGA94). New drawings produced using any other

Coordinate System other than MGA94 will be rejected. (The unit of measure of MGA94 is

the metre; drawings in mm are not considered MGA94.)

Existing drawings within the Drawing Management System (DMS - aquaDRAW), which have

a Coordinate System other than MGA94, may be revised without transformation to MGA94.

Care shall be taken to avoid confusion by combining coordinates based on MGA94 with those

of the previous AMG84, as they differ by at least 190 metres. The existing height datum is

unaffected.

Some of the information held within the Water Corporation’s Drawing Management System

(DMS - aquaDRAW) may contain coordinates based on the old Australian Map Grid (AMG) or

an earlier Datum and shall not be mixed with the MGA based information.

Since December 2000, all Water Corporation standard titleblocks contain both ‘Vertical

Datum’ and ‘Coordinate System’ fields. The ‘Vertical Datum’ (if applicable) field remains

unchanged and shall have an entry as listed below. The ‘Coordinate System’ field indicates the

horizontal datum (if applicable) and shall have an entry as listed below.

It is important to note that both of these fields are mandatory and shall be completed as

designated below. The DMSout routine will not recognise any other designated entry and will

fail.

12.1.1 Vertical Datum

Description Designation in Drawing Titleblock

No Datum present within drawing ........................................................................................ NONE

Australian Height Datum ........................................................................................................ AHD

Mean Sea Level ...................................................................................................................... MSL

Christmas Island HD92 ...................................................................................................... CIHD92

See note contained within drawing ............................................................................... SEE NOTE

12.1.2 Coordinate System for NEW Drawings

For NEW drawings, the following Coordinate Systems listed below, are the only ones accepted

by the Water Corporation. See Important Note above

Description Designation in Drawing Titleblock

No Coordinate System present within drawing .................................................................... NONE

MGA94 [Zone 48 Extreme West]* .............................................................................. MGA94-48


MGA94 [Zone 50 West]* ............................................................................................ MGA94-50

MGA94 [Zone 51 Centre]*........................................................................................... MGA94-51

MGA94 [Zone 52 East]* ............................................................................................ MGA94-52


WCX CAD Standard



12.2 Coordinate System for REVISED Drawings

For REVISED drawings, the following Coordinate Systems listed below, will be accepted by

the Water Corporation. See Important Note above Description Designation in Drawing Titleblock

No Coordinate System present within drawing .................................................................... NONE


MGA94 [Zone 50 West]* ............................................................................................ MGA94-50

MGA94 [Zone 51 Centre]*........................................................................................... MGA94-51

MGA94 [Zone 52 East]* ............................................................................................ MGA94-52

AMG84 [Zone 52 East] ............................................................................................... AMG84-52

AMG84 [Zone 49 Extreme West] ................................................................................ AMG84-49

AMG84 [Zone 50 West] ............................................................................................... AMG84-50

AMG84 [Zone 51 Centre]............................................................................................. AMG84-51

ALB [Albany] ...................................................................................................... ALB

ALB94 [Albany 94] .................................................................................................. ALB94

BRO [Broome] ........................................................................................................BRO

BRO94 [Broome 94] ....................................................................................................BRO94

BCG [Busselton] ........................................................................................................BCG

BCG94 [Busselton 94] ....................................................................................................BCG94

CARN [Carnarvon] .................................................................................................... CARN

CARN94 [Carnarvon 94] ............................................................................................... CARN94

CIG85 [Christmas Island 85] ............................................................................................... CIG85

CIG94HI [Christmas Island 94 Hi] .................................................................................. CIG94HI

CIG94LO [Christmas Island 94 Lo] ................................................................................ CIG94LO

CKIG92 [Cocos (Keeling) Islands 92] .............................................................................. CKIG92

CKIG94 [Cocos (Keeling) Islands 94] .............................................................................. CKIG94

ESP [Esperance] .......................................................................................................... ESP

ESP94 [Esperance 94] ...................................................................................................... ESP94

EXM [Exmouth] ..................................................................................................... EXM

EXM94 [Exmouth 94] ................................................................................................. EXM94

GCG [Geraldton] ...................................................................................................... GCG

GCG94 [Geraldton 94] .................................................................................................. GCG94

GOLD [Goldfields] ................................................................................................... GOLD

GOLD94 [Goldfields 94] ................................................................................................ GOLD94

JCG [Jurien] ......................................................................................................... JCG

JCG94 [Jurien 94] ...................................................................................................... JCG94

KAR [Karratha] ............................................................................................................. KAR

KAR94 [Karratha 94] ................................................................................................. KAR94

KUN [Kununurra] ...................................................................................................... KUN

KUN94 [Kununurra 94] ................................................................................................. KUN94

LCG [Lancelin] ....................................................................................................... LCG

LCG94 [Lancelin 94] ................................................................................................... LCG94

MRCG [Margaret River] ................................................................................................. MRCG

MRCG94 [Margaret River 94] ........................................................................................ MRCG94

PCG [Perth Coastal Grid] ....................................................................................................... PCG

PCG94 [Perth Coastal Grid 94] .......................................................................................... PCG94

PHG [Port Hedland] .......................................................................................................... PHG

PHG94 [Port Hedland 94] .................................................................................................. PHG94

GDA94 .......................................................................................................... GDA94

Unknown ............................................................................................ UNKNOWN

Local .................................................................................................. LOCAL

See note contained within drawing ............................................................................... SEE NOTE

* See following page for location of MGA94 Zones within Western Australia.


WCX CAD Standard




WCX CAD Standard



13 WATER CORPORATION SURVEY FEATURE

CODES

The following is a comprehensive list of survey codes and their respective descriptions, which

are used on Water Corporation survey drawings and plans.

Abbreviations / First Letter: A = Gas, B = Cadastral, C = Survey Control, D = Drainage, E =

Electrical, G = Geology or General Topographical, I = Irrigation, R = Road or Rail, S =

Sewerage (Wastewater), T = Telecommunications, W = Water.

DESCRIPTION CODES G

as

(A)

Ca

da

stra

l (B

)

Su

rvey

Co

ntr

ol

(C)

Dra

ina

ge

(D)

Ele

ctri

cal

(E)

Geo

log

y /

Gen

era

l

To

po

gra

ph

y (

G)

Irri

ga

tio

n (

I)

Ro

ad

/ R

ail

(R

)

Sew

era

ge

(Wa

stew

ate

r) (

S)

Tel

eco

mm

un

ica

tio

ns

(T)

Wa

ter

(W)

ACCESS CHAMBER CENTRE POSITION .....AC D E I S T W

ACCESS CHAMBER CORNER/CHAMBER .....ACC D E I S W

ACCESS CHAMBER IN PIPE .....ACP D I S W

ACCESS LADDER .....LDR D G I S W

AIR LINE .....AIR S

ANCHOR BLOCK .....AB D I S T W

BARBECUE .....BBQ G

BASE OF WALL .....BW D G I

BEACH .....BCH G

BENCK MARK .....BM C

BERM ....BERM G

BORE .....BH I S W

BORROW PIT .....PIT G

BOTTOM OF BANK .....BB D G I W

BOUNDARY REFERENCE MARK .....RM B

BRIDGE .....BDG D G I

BUILDING POSITION .....BLD D G I S W

BUS SHELTER .....BUS G

CABLE PILLAR .....PLR E

CABLE PILLAR .....PLR T

CABLE PIT .....CP E

CADASTRAL BOUNDARY POINT .....DY B

CAR PARK .....CPK R

CATCHMENT BOUNDARY .....BDY D I S W

CATHODIC PROTECTION .....CA E

CEMETERY .....CM G

CENTRE OF PAVED ROAD .....CP R

CENTRE OF TRACK .....CT R

CHANGE OF GRADE .....CG D I

CHECK OBSERVATION POINT .....K C

CHEMICAL BUND ....BUND W

CHEMICAL LINE .....CHL S W

CHEMICAL MASK CABINET .....CMC W

COLUMN .....COL G

COMMUNICATION TOWER .....WR T

COMPENSATION BASIN .....CB D

CONCRETE PAD .....CPD G

CONDUCTIVITY CELL (W. RES) .....CVC W

CONDUIT/CABLE .....C E T

CONSTRUCTION JOINT .....CJ G

CONTOUR LINE .....CNT G

CONTROL BOX .....CB E


WCX CAD Standard



DESCRIPTION CODES

Ga

s (A

)

Ca

da

stra

l (B

)

Su

rvey

Co

ntr

ol

(C)

Dra

ina

ge

(D)

Ele

ctri

cal

(E)

Geo

log

y /

Gen

era

l

To

po

gra

ph

y (

G)

Irri

ga

tio

n (

I)

Ro

ad

/ R

ail

(R

)

Sew

era

ge

(Wa

stew

ate

r) (

S)

Tel

eco

mm

un

ica

tio

ns

(T)

Wa

ter

(W)

CONTROL TOWER .....CT I W

CRACK .....CK G

CREEK/RIVER .....CR G

CROSS SECTION .....XS D G I

CULVERT .....CUL D I

DAM .....DAM I W

DEAD PLATE / BLANK END .....DP W

DISCHARGE TOWER (WWTW) .....TWR S

DOMESTIC SERVICE .....DOMS A W

DRILL HOLE .....DH G

DRIVEWAY / CROSSOVER .....DW R

DRYING BED .....BED S

EARTH WIRE .....ARTH E

EDGE OF PAVED ROAD .....EP R

EDGE OF TRACK .....ET R

EXISTING SURVEY PEG .....PEG C

FENCE .....FCE G

FILTER .....FILT W

FIRE HOSE REEL .....FHR W

FIRE SERVICE .....FS W

FLOAT LEVEL SWITCH .....FSWH E

FLOOD GATE .....FG D

FLOOD LEVEL .....FDL D

FLOOR LEVEL .....FL G

FLOWER BED/GARDEN .....BD G

FLUSHING POINT .....FP I W

FUEL /OIL LINE .....OIL G

GANTRY .....TRY G

GATE .....ATE G

GAUGE BOARD .....GB D

GAUGE BOARD .....GB I W

GEOLOGICAL DRILL HOLE .....YDH G

GEOLOGY - FEATURE UNDEFINED .....YF G

GEOLOGY – CONTACT BOUNDARY .....YC G

GEOLOGY – CORE STONE ZONE .....YCS G

GEOLOGY – JOINT .....YJ G

GEOLOGY – OUTCROP .....YOC G

GEOLOGY – PEGMATITE .....YP G

GEOLOGY – SHEARED JOINT .....YHJ G

GEOLOGY – SHEARS .....YH G

GEOLOGY – SHEET JOINTS .....YSJ G

GEOLOGY- QUARTZ VEIN .....YQ G

GRATE/GULLY .....GLY D

GROUND HYDRANT .....H W

GROYNE .....GR G

GUY WIRE – ANCHOR BLOCKS .....GW E G T

HAND RAIL .....HR G

HIGH VOLTAGE TOWER .....TWR E

HURDLE .....HUR D

HYDRANT PILLAR .....HP W

HYDRO-GEOLOGY FEATURE .....YHF G

IMHOFF TANK .....IM S

INCINERATOR .....INC G

INSPECTION OPENING .....IO S

INSPECTION SHAFT .....IS S

INVERT LEVEL .....IL D G I S W

JUNCTION .....J S

JUNCTION BOX .....JB E T


WCX CAD Standard



DESCRIPTION CODES

Ga

s (A

)

Ca

da

stra

l (B

)

Su

rvey

Co

ntr

ol

(C)

Dra

ina

ge

(D)

Ele

ctri

cal

(E)

Geo

log

y /

Gen

era

l

To

po

gra

ph

y (

G)

Irri

ga

tio

n (

I)

Ro

ad

/ R

ail

(R

)

Sew

era

ge

(Wa

stew

ate

r)

(S)

Tel

eco

mm

un

ica

tio

ns

(T)

Wa

ter

(W)

KERBING .....KB G R

LEACH DRAIN .....LD G

LIGHT .....L E

LIGHT POLE .....LP E

LOGGER WELL (WATER RES) .....LGGR W

MAGNETIC FLOW METER .....MFM I W

MAIL BOX .....MLB G

MAIN MARKER .....MM A D E I S T W

MEDIAN STRIP / ISLAND .....MS R

METER .....M A D I S W

METER BOX .....MB E

NATURAL SURFACE .....GNS G

OVERFLOW CHANNEL - TANKS .....OFCH W

OVERFLOW SUMP .....OS D I S W

OVERHEAD WIRES .....OHW E T

PATHWAY .....PTH G

PIER .....PIER G

PIEZOMETER .....MZ I S W

PIPE POSITION .....P A D I S W

PIPE SURFACE CHANGE POSITION .....PSCHG S W

PIPE TYPE CHANGE POSITION .....PCHG S W

PITOMETER POINT .....MPP I W

PLAYGROUND .....PG G

POLE .....P T

POWER POLE .....PP E

PROPOSED PIPE POSITION .....PP D S W

PUMP MOTOR .....MTR D I S W

PUMPING STATION .....STN D I S W

RADIO MAST .....MAST T

RAILWAY LINE .....WY R

RAIN GAUGE .....RG W

RESERVOIR .....RES I W

RIDGE .....RDG G

ROAD DRAIN .....D R

ROAD LEVEL .....DL R

ROCK OUTCROP/FORM .....RK G

RUBBISH BIN .....BIN G

SAMPLE POINT .....SPT D I S W

SCOUR PIPE / CHANNEL .....SCR W

SCREEN .....SCR S

SEISMIC LINE .....S G

SEPTIC TANK .....ST G

SHRUB/BUSH .....BSH G

SIDE ENTRY PIT .....SEP D

SIGN .....SGN G

SILT PIT .....SPIT D I W

SOLAR PANEL .....SOL E

SOUNDING .....SDG G

SPEAR .....SPR I W

SPILLWAY .....SW I W

SPILLWAY CREST .....SWC I W

SPORTS OVAL .....SO G

SPRINKLER .....SPK G I S W

STAND PIPE / PRESSURE TOWER .....SP W

STANDARD SURVEY MARK .....SSM C

STEEL POST, POLES, ETC. .....POST G


WCX CAD Standard



DESCRIPTION

CODES

Ga

s (A

)

Ca

da

stra

l (B

)

Su

rvey

Co

ntr

ol

(C)

Dra

ina

ge

(D)

Ele

ctri

cal

(E)

Geo

log

y /

Gen

era

l

To

po

gra

ph

y (

G)

Irri

ga

tio

n (

I)

Ro

ad

/ R

ail

(R

)

Sew

era

ge

(Wa

stew

ate

r) (

S)

Tel

eco

mm

un

ica

tio

ns

(T)

Wa

ter

(W)

STEPS .....STEP G

STILLING TUBES .....SGT I W

STRAINER POLE .....SP E T

STRUCTURE POSITION .....STR A D E G I S T W

SURVEY CONTROL POINT ..... C

SURVEY OBSERVATION PILLAR .....OBS C

TANK POSITION .....T A D G I S W

TANK STAND .....TSTD W

TELEMARK TOWER .....TWR W

TELEPHONE BOX .....BOX T

TOILET/TOILET BLOCK .....WC G

TOP OF BANK .....TB D G I W

TOP OF WALL .....TW D G I

TRAFFIC / STREET SIGN .....TS R

TRAFFIC LIGHTS .....TL R

TRANSFORMER .....TR E

TREATMENT POND .....POND S

TREE ....TREE G

TREE STUMP .....TS G

UNDERPASS .....UP G

VALVE PIT .....VP I S W

VALVE POSITION .....V A D I S W

WALL .....W G

WATER DRAIN .....DR W

WATER LEVEL .....WL D G I S W

WATER TANK CONCRETE APRON .....TAPR W

WATER TAP ....TAP G W

WEIR .....WEIR D I W

WELL .....WELL G I S W

WINDMILL .....WM G


WCX CAD Standard



14 ‘AS CONSTRUCTED’ DRAWING REQUIREMENTS

14.1 General Requirements

‘As Constructed’ information shall be progressively captured in step with construction work by

an engineering surveyor who is duly certified in accordance with the requirements of the

project specification. This information shall be progressively incorporated into ‘As

Constructed’ drawings, prior to their submission for review and checking into the DMS -

aquaDRAW.

A set of project drawings (current issue at the time of supply) will be supplied in the

appropriate format to facilitate the recording of ‘As Constructed’ information of the specified

quality. ‘As Constructed’ drawing information shall show the true position of all structures and

services relative to one another and to known cadastral boundaries, duly presented to a level of

detail and drafting quality equal to that of corresponding working (or issued-for-construction)

drawings. The status of each drawing used to construct an infrastructure asset shall be revised

to ‘As Constructed’ irrespective of whether or not the asset configuration changed during

construction (i.e. whether constructed as originally drawn or not).

If an existing Water Corporation Standard or Example drawing was used for a project, then the

Standard or Example drawing shall be checked out of the DMS for copy and then all of the

titleblock information shall be updated to represent the Project. The updated information shall

include the drawing title, drawing number, Designer’s Recommended / Approved names, dates

and titles and Design and Drawn names. A bold note shall also be included in the body of the

drawing to identify the source Standard or Example drawing. eg. “This drawing has been

derived from XY99-99-1A”. It is most important to include the Revision letter of the Standard

or Example drawing in the bold note. Once this drawing has been loaded into DMS, it too shall

be revised to ‘As Constructed’ as detailed in this section.

‘As Constructed’ changes that are ‘manually’ captured shall be marked-up in red ink in

sufficient detail to enable review, validation, archival and checking into the DMS

(aquaDRAW). The transfer of the red mark-ups from hard copy to CAD drawings that comply

with this (DS 80) standard shall be in accordance with the requirements of the project brief or

contract as appropriate.

Each ‘As Constructed’ drawing shall be duly dated and endorsed by the accountable project

personnel, including the constructor, to certify the accuracy of ‘As Constructed’ information.

No constructed asset shall be deemed to have reached practical completion in the absence of

signed-off ‘As Constructed’ drawings that show ‘As Constructed’ information for all

constructed components of that asset. .

A marked up set of ‘As Constructed’ electrical drawings shall be provided on site for the

purpose of commissioning work. All changes to the originally specified electrical equipment

prior to the commissioning date shall be shown on the drawings. Acceptance of the changes by

an Electrical Engineer shall be verified and signed-off on each drawing.

The following requirements shall apply to ‘As Constructed’ drawings to be submitted for entry

into the Drawing Management System (DMS - aquaDRAW) and shall be read in conjunction

with Section 10 - DMS Procedures 9 & 10.

14.2 Format of ‘As Constructed’ Drawings

The format of each ‘As Constructed’ drawing submitted for checking and archival into the

DMS (aquaDRAW) shall be as follows:

Where the ‘As Constructed’ information has been captured on a signed marked-up hard copy

print, the drawing submission to the Water Corporation shall comprise:


WCX CAD Standard



(a) WCX CAD Standard DS 80 compliant AutoCAD or MicroStation CAD drawing

file with the following statement in the drawing ‘Revision Description’ field [AS

CONSTRUCTED PLOTTED FROM INFORMATION SUPPLIED BY XXX (See

Note below)] where XXX is the constructors name (Refer Section 9.1.1.7 and

(b) A wet signed original sheet size hard copy print of the above mentioned CAD

drawing file and

(c) An original sheet size hard copy print showing construction changes marked in

RED and signed and dated by the constructor to certify ’As Constructed’ data

accuracy.

Where the ‘As Constructed’ information has been captured digitally on site and processed

directly into the AutoCAD or MicroStation WCX CAD Standard DS 80 compliant drawing, the

drawing submission to the Water Corporation shall comprise the following:

(a) WCX CAD Standard DS80 compliant AutoCAD or MicroStation CAD drawing

file with the following statement in the drawing ‘Revision Description’ field [AS

CONSTRUCTED PLOTTED DIRECTLY FROM DIGITAL CAPTURE (Refer

Clause 9.1.1.7) and

(b) A wet signed original sheet size hard copy print of the above mentioned CAD

drawing file signed and dated by the constructor to certify ’As Constructed’ data

accuracy.

(c) Where the drawing is at issue ‘A’, this note shall be included in the body of the

drawing.

14.3 Required ‘As Constructed’ Information Detail

As a minimum, ‘As Constructed’ drawings shall include the information indicated below and

each point shall be fixed by at least two dimensions to cadastral boundaries and preferably by

MGA94 coordinates. Where no cadastral boundaries are shown MGA coordinates are

required:-

14.3.1 Wastewater Pumping Station &/or Pressure Main

(a) The site plan drawing shall show:-

• The position of the pumping station, valve pits and electrical cubicle.

• The position of the inlet access chamber and inlet pipe or pipes with invert levels,

pipe materials, class and diameter of pipes.

• The position of the overflow facilities with pipe invert levels, grades, pipe

materials, class and diameter.

• The position of power poles, cables, water service, fences, gates and pressure

main.

• Details of paving and drainage.

• Site levels.

(b) The general arrangement drawing shall show:-

• Details of pumpsets with make and model number and impeller diameter.

• Pump control levels in the wet well.

• Details of discharge pipework with sluice valves, reflux valves and mobile pump

branch.

• Level of pump well floor and top slab.


WCX CAD Standard



• Status of redundant (not in use) pipework i.e. removed or left in place

• Any disconnections, cutting and capping and the like must be specifically stated on

the ‘As Constructed’ drawing

(c) The Pressure Main drawing shall show:-

• Horizontal alignments and running chainage

• Invert levels at bends, changes of grade and point of discharge

• Pipe material with position of any change in material.

• Pipe classification, inside diameter, outside diameter and thickness.

• Position of scour valves, air valves and bends

• Status of redundant (not in use) PM i.e. removed or left in place



14.3.2 Wastewater Main Sewers

(a) The location of Main Sewers shall be fixed by dimensions to the intersection points of

sewer centre lines in Access Chambers, Maintenance Shafts and Deleted Access

Chambers, ends of IO sewers, centres of inspection shafts on IS sewers. Each point shall

be fixed by at least two dimensions to cadastral boundaries

(b) The following ‘As Constructed’ information shall be included in all Main Sewer

drawings:-

• Diameter of pipe.

• Pipe material.

• Type of pipe joint.

• Grade of sewer, calculated by dividing the horizontal distance between the points

at which levels are taken by the differences in the sewer inlet levels at the internal

faces of the Access Chamber walls, the centre of the Maintenance Shafts or

Deleted Access Chambers or end of sewer or centre of IS shaft.

• Length of sewer measured between the centre of Access Chambers, Maintenance

Shafts and Deleted Access Chambers.

• Length of IO sewer measured from the centre of Access Chambers and or

Maintenance Shafts to the capped end of the sewer.

• Length of IS sewer measured from the intersection of sewer centrelines to the

centre of the vertical inspection shaft.

• Concrete encasement and steel sleeves with measurement fixing their locations to

the downstream Access Point.

• Invert levels at the internal faces of Access Chamber walls, centres of Maintenance

Shafts and Deleted Access Chambers and ends of sewers and at the inspection

shaft on IS sewers.

• Where Main Sewers pass through large lots, sufficient coordinates at Access

Chambers, Maintenance Shafts and Deleted Access Chambers based on the Map

Grid of Australia 1994 (MGA94) shall be given to fix their locations. When

coordinates are provided, the coordinate system shall be specified on the drawing.

• The cover surface level of the Access Chambers and Maintenance Shafts shall be

taken on the top edge of the cover frame above the downstream sewer.


WCX CAD Standard



• Status of redundant (not in use) Main Sewer i.e. removed or left in place.



14.3.3 Water Supply Distribution Pipelines

• On the first drawing of the Planset, the ‘As Constructed’ information showing the actual

total lengths laid of each type and size of pipe; and the date(s) of the successful pressure

test(s).

• Pipe type, joint type and pressure rating. Pipe level and ground levels

• Running horizontal distances shall be shown for all valves, fittings, change of pipe size,

change of direction, connections etc.

• At every pipeline horizontal distance shown, where possible, the horizontal distance of

the nearest building line or lot boundary normal to the alignment of the main shall be

shown. The offset of the main shall also be shown.

• The start of each running horizontal distance line shall be from an existing fitting or

main. This fitting or main shall be described (eg. “EXIST. 500 x 400 Tee”) and marked

as “START 00m”. “START 00m” shall have a measurement relating its position to the

nearest lot boundary or building line, normal to the alignment of the main.

• All valves, fittings, connections, air valves, scours etc. shall have size and horizontal

distance indicated (eg. 300 SV, 10.2m).

• All bends shall be indicated by angle and horizontal distance (eg. 45º BEND, 35.7m).

• All blank ends shall be indicated (eg. END, B/END, 532.7m).

• The ‘As Constructed’ information shall also contain a description and surveyed MGA94

coordinates for every bend, valve, connection, scour, manhole and all other fittings or

attachments.

• Status of redundant (not in use) WS Main i.e. removed or left in place.

• Any disconnections, cutting and capping and the like must be specifically stated on the

‘As Constructed’ drawing

14.3.4 Water Supply Distribution Tanks

• Positions of the tank and overflow/drainage sump.

• Site levels

• Details of hardstand, paving and drainage including levels

• Details of under drainage including levels

• Positions and details of fences, gates, power poles and other services including cables

and conduits.

• Positions of pipe fittings, valves, valve pits, overflow/drainage chambers, pits, sampling

points, flow meter, pitometer points, electrical cubicles

• Orientations of tank pipework inlet, outlet, overflow, scour and interconnecting pipes.

• Orientations of roof and wall hatches, ladders/stairways and roof ridges.

• Invert levels of pipework at bends, fittings and change of grade.

• Lengths of pipework or running horizontal distances.

• Details of pipework - Diameter, material, class, and joint type.


WCX CAD Standard



• Status of redundant (not in use) pipework i.e. removed or left in place.

• Any disconnections, cutting and capping and the like must be specifically stated on the

‘As Constructed’ drawing

• Details of valves - Diameter, class, manufacturer and model.

• Foundation details - Pad thickness, material and compaction

• Concrete details - Grade, admixtures used and cover to reinforcement

• Reinforcement details -Type and diameter or fabric number

• Lifting system details - Manufacturer and part numbers.

• Pipe penetration details - Floor, wall and roof

• Pipe concrete encasement details

• Tank floor slopes

• Ladder/stairway details including fixing details

• Details of structural steelwork including fixing details

• Steel roof sheeting details - BMT, coating, colour code, manufacturer, warranty reference

(ref no. and date) and expiry date of warranty.

• Details of steel plate for steel tank - Thickness and grade of steel. On steel shell drawing

include the note “No welding on tank to be undertaken without consulting Mechanical &

Electrical Services Branch.”

• Details of paint applied to metal interfaces - Manufacturer and type

• Details of painting system for steel tanks - Manufacturer, type, coat thickness, and colour

code

• Details of protection to structural steel work - Material and type and thickness of coating

• Details of internal liners for steel tanks - Manufacturer, material, thickness and warranty

• Instrumentation details - Location, manufacturer and part numbers.

• Cathodic protection details - Manufacturer and part numbers.

• Isolating flange details - Location

14.3.5 Dams and Dam Safety

• All information that is constructed in accordance with the design drawings shall be ticked

in red

• All information that is not in accordance with the design drawings shall be crossed out in

red and

• Other relevant ‘As Constructed’ information shall be marked in red

14.3.6 Urban Main Drain & Country Drains

• Corrected distances along the route of the drain.

• Invert levels at access chambers and structures.

• Levels for top of access chambers and top of structures.

• The position of access chambers and structures by cadastral ties (or by MGA94

coordinates where cadastral ties are not possible).

• Finished contours for compensating basins and open drains.


WCX CAD Standard



• The actual storage capacity, to the design TWL, of compensating basins noted in the

design data on the drawing.

• Bedding information of piped drains and culverts.

• Junction locations.

• The extents of remnant vegetation and planted vegetation.

• Variations from design.

• All other relevant ‘As Constructed’ information

14.3.7 Water Supply Reticulation

Requirements as detailed in Design Standard DS 63

14.3.8 Non Drinking Water Reticulation

Requirements as detailed in Design Standard DS 63-01

14.3.9 Wastewater Reticulation

Requirements as detailed in Part Six of DS 50 – Design and Construction Requirements for

Gravity Sewers DN150 to DN600.

14.3.10 Water and Wastewater Treatment Plants

All the requirements detailed in project specifications and relevant Water Corporation Design

Standards applicable to those assets constructed.


WCX CAD Standard



15 WATER CORPORATION - REGISTERED

PLANSET NUMBERS FOR EXISTING WATER

SYSTEM FUNCTIONAL DESCRIPTIONS

It is intended that one Planset is created for each separate water supply system listed below. As

various Functional Control Diagrams (FCDs) are revised and issued they would be placed into

the relevant Planset and the revision version incremented accordingly. These Plansets then

become the DMS (aquaDRAW) repository from which the Water Corporation can retrieve

current functional descriptions. It will enable the AMPS portal to use the DMS (aquaDRAW)

Plansets to find the relevant operating diagrams and show them to users.

Scheme Name Planning Area (or System) Name

Planset title Line 1 Planset title Line 2

Planset

No.

ARROWSMITH WATER SUPPLY ARRINO SYSTEM HP85

ARROWSMITH WATER SUPPLY ARROWSMITH REGIONAL SYSTEM HP86

ARROWSMITH WATER SUPPLY CARON SYSTEM HP87

ARROWSMITH WATER SUPPLY MORAWA SYSTEM MD98

ARROWSMITH WATER SUPPLY PERENJORI SYSTEM HP89

AUGUSTA WATER SUPPLY AUGUSTA SYSTEM HP90

AUSTRALIND-EATON WATER SUPPLY AUSTRALIND SYSTEM HP91

AUSTRALIND-EATON WATER SUPPLY AUSTRALIND-EATON REGIONAL SYSTEM

HP92

AUSTRALIND-EATON WATER SUPPLY EATON SYSTEM HP93

BADGINGARRA WATER SUPPLY BADGINGARRA SYSTEM HP94

BINDOON-CHITTERING WATER SUPPLY BINDOON SYSTEM HP95

BINDOON-CHITTERING WATER SUPPLY BINDOON-CHITTERING REGIONAL SYSTEM

HP96

BINDOON-CHITTERING WATER SUPPLY CHITTERING SYSTEM HP97

BINNINGUP WATER SUPPLY BINNINGUP SYSTEM HP98

BOLGART WATER SUPPLY BOLGART SYSTEM HP99

BORDEN WATER SUPPLY BORDEN SYSTEM HQ00

BOYANUP WATER SUPPLY BOYANUP SYSTEM HQ01

BREMER BAY WATER SUPPLY BREMER BAY SYSTEM HQ02

BROAD ARROW WATER SUPPLY BROAD ARROW SYSTEM HQ06

BROOME WATER SUPPLY BROOME SYSTEM HQ07

BRUNSWICK ROELANDS & BUREKUP WATER SUPPLY

BRUNSWICK JUNCTION SYSTEM HQ08


BRUNSWICK JUNCTION REGIONAL SYSTEM

HQ09


BUREKUP SYSTEM HQ10


ROELANDS SYSTEM HQ11


WOKALUP SYSTEM HQ12

CALINGIRI WATER SUPPLY CALINGIRI SYSTEM HQ13

CAMBALLIN WATER SUPPLY CAMBALLIN SYSTEM HQ14

CAPEL WATER SUPPLY CAPEL SYSTEM HQ15

CARNARVON WATER SUPPLY CARNARVON SYSTEM HQ16

CERVANTES WATER SUPPLY CERVANTES SYSTEM HQ17

CONDINGUP WATER SUPPLY CONDINGUP SYSTEM HQ18

COOMBERDALE WATER SUPPLY COOMBERDALE SYSTEM HQ19

CRANBROOK WATER SUPPLY CRANBROOK SYSTEM HQ20

CUE WATER SUPPLY CUE SYSTEM HQ21

DALYELLUP WATER SUPPLY DALYELLUP SYSTEM HQ22


WCX CAD Standard





Planset

No.

DANDARAGAN WATER SUPPLY DANDARAGAN SYSTEM HQ23

DARDANUP WATER SUPPLY DARDANUP SYSTEM HQ24

DATHAGNOORARA WATER SUPPLY CARNAMAH SYSTEM HQ25

DATHAGNOORARA WATER SUPPLY COOROW SYSTEM HQ26

DATHAGNOORARA WATER SUPPLY DATHAGNOORARA REGIONAL SYSTEM

HQ27

DENHAM WATER SUPPLY DENHAM SYSTEM HQ28

DENMARK WATER SUPPLY DENMARK SYSTEM HQ29

DERBY WATER SUPPLY DERBY SYSTEM HQ30

DONNYBROOK WATER SUPPLY DONNYBROOK SYSTEM HQ31

DUNSBOROUGH WATER SUPPLY DUNSBOROUGH SYSTEM HQ32

DUNSBOROUGH WATER SUPPLY DUNSBOROUGH REGIONAL SYSTEM HQ33

DUNSBOROUGH WATER SUPPLY YALLINGUP SYSTEM HQ34

DWELLINGUP WATER SUPPLY DWELLINGUP SYSTEM HQ35

ENEABBA WATER SUPPLY ENEABBA SYSTEM HQ36

ESPERANCE WATER SUPPLY ESPERANCE SYSTEM HQ37

EXMOUTH WATER SUPPLY EXMOUTH SYSTEM HQ38

FITZROY CROSSING WATER SUPPLY FITZROY CROSSING SYSTEM HQ39

FRANKLAND WATER SUPPLY FRANKLAND SYSTEM HQ40

GASCOYNE JUNCTION WATER SUPPLY GASCOYNE JUNCTION SYSTEM HQ41

GERALDTON WATER SUPPLY DONGARA-DENISON SYSTEM HQ42

GERALDTON WATER SUPPLY ERADU SYSTEM HQ43

GERALDTON WATER SUPPLY GERALDTON SYSTEM HQ44

GERALDTON WATER SUPPLY GERALDTON REGIONAL SYSTEM HQ45

GERALDTON WATER SUPPLY MULLEWA SYSTEM HQ46

GERALDTON WATER SUPPLY OAKAJEE SYSTEM HQ47

GERALDTON WATER SUPPLY PORT DENISON SYSTEM HQ48

GIBSON WATER SUPPLY GIBSON SYSTEM HQ49

GINGIN WATER SUPPLY GINGIN SYSTEM HQ50

GOLDFIELDS & AGRICULTURAL WATER SUPPLY

ARDATH SYSTEM HQ51


BAKERS HILL SYSTEM HQ52


BALLIDU SYSTEM HQ53


BARBALIN SYSTEM HQ54


BEACON SYSTEM HQ55


BENCUBBIN SYSTEM HQ56


BEVERLEY SYSTEM HQ57


BINDI BINDI SYSTEM HQ58


BODALLIN SYSTEM HQ59


BRUCE ROCK SYSTEM HQ60


BULLFINCH SYSTEM HQ61


BUNTINE SYSTEM HQ62


BURRACOPPIN SYSTEM HQ63

GOLDFIELDS & AGRICULTURAL WATER CADOUX SYSTEM HQ64


WCX CAD Standard





Planset

No.

SUPPLY


CHIDLOW SYSTEM HQ65


CLACKLINE SYSTEM HQ66


CLEARY ROCKS SYSTEM HQ67


COOLGARDIE SYSTEM HQ68


CORRIGIN SYSTEM HQ69


CUNDERDIN SYSTEM HQ70


DALWALLINU SYSTEM HQ71


DOODLAKINE SYSTEM HQ72


DOWERIN SYSTEM HQ73


GAWS - BG EXTENSION SYSTEM HQ74


GAWS - BH EXTENSION SYSTEM HQ75


GAWS - BP EXTENSION SYSTEM HQ76


GAWS - CK EXTENSION SYSTEM HQ77


GAWS - CS EXTENSION SYSTEM HQ78


GAWS - GW EXTENSION SYSTEM HQ79


GAWS - KN EXTENSION SYSTEM HQ80


GAWS - KS EXTENSION SYSTEM HQ81


GAWS - LD EXTENSION SYSTEM HQ82


GAWS - MK EXTENSION SYSTEM HQ83


GAWS - MN EXTENSION SYSTEM HQ84


GAWS - MS EXTENSION SYSTEM HQ85


GAWS - NK EXTENSION SYSTEM HQ86


GAWS - SN EXTENSION SYSTEM HQ87


GAWS - UA EXTENSION SYSTEM HQ88


GAWS - UB EXTENSION SYSTEM HQ89


GAWS - UC EXTENSION SYSTEM HQ90


GAWS - UD EXTENSION SYSTEM HQ91


GAWS - MAIN CONDUIT SYSTEM HQ92


WCX CAD Standard





Planset

No.


GOOMALLING SYSTEM HQ93


KALANNIE SYSTEM HQ94


KALGOORLIE-BOULDER SYSTEM HQ95


KAMBALDA SYSTEM HQ96


KELLERBERRIN SYSTEM HQ97


KNUNGARJIN SYSTEM HQ98


KOOLYANOBBING SYSTEM HQ99


KOORDA SYSTEM HR00


KUNUNOPPIN SYSTEM HR01


KWOLYIN SYSTEM HR02


MARVEL LOCH SYSTEM HR03


MECKERING SYSTEM HR04


MERREDIN SYSTEM HR05


MILING SYSTEM HR06


MINNIVALE SYSTEM HR07


MOORINE ROCK SYSTEM HR08


MUKINBUDIN SYSTEM HR09


MUNTADGIN SYSTEM HR10


NAREMBEEN SYSTEM HR11


NORSEMAN SYSTEM HR12


NORTHAM SYSTEM HR13


NUNGARIN SYSTEM HR14


PITHARA SYSTEM HR15


QUAIRADING SYSTEM HR16


SHACKLETON SYSTEM HR17


SOUTHERN CROSS SYSTEM HR18


TAMMIN SYSTEM HR19


TOODYAY SYSTEM HR20

GOLDFIELDS & AGRICULTURAL WATER TRAYNING SYSTEM HR21


WCX CAD Standard





Planset

No.

SUPPLY


WADDOURING SYSTEM HR22


WARRALACKIN SYSTEM HR23


WESTONIA SYSTEM HR24


WONGAN HILLS SYSTEM HR25


WUBIN SYSTEM HR26


WUNDOWIE SYSTEM HR27


WYALKATCHEM SYSTEM HR28


YORK SYSTEM HR29

GRASS PATCH WATER SUPPLY GRASS PATCH SYSTEM HR30

GREAT SOUTHERN TOWNS WATER SUPPLY ALLANSON SYSTEM HR31

GREAT SOUTHERN TOWNS WATER SUPPLY ALLANSON PARK SYSTEM HR32

GREAT SOUTHERN TOWNS WATER SUPPLY BODDINGTON SYSTEM HR33

GREAT SOUTHERN TOWNS WATER SUPPLY BROOKTON SYSTEM HR34

GREAT SOUTHERN TOWNS WATER SUPPLY BROOMEHILL SYSTEM HR35

GREAT SOUTHERN TOWNS WATER SUPPLY COLLIE SYSTEM HR36

GREAT SOUTHERN TOWNS WATER SUPPLY CUBALLING SYSTEM HR37

GREAT SOUTHERN TOWNS WATER SUPPLY DARKAN SYSTEM HR38

GREAT SOUTHERN TOWNS WATER SUPPLY DUDININ SYSTEM HR39

GREAT SOUTHERN TOWNS WATER SUPPLY DUMBLEYUNG SYSTEM HR40

GREAT SOUTHERN TOWNS WATER SUPPLY GNOWANGERUP SYSTEM HR41

GREAT SOUTHERN TOWNS WATER SUPPLY BOTTLE CREEK-PINWERNYING SYSTEM

HR42

GREAT SOUTHERN TOWNS WATER SUPPLY COLLIE-NARROGIN SYSTEM HR43

GREAT SOUTHERN TOWNS WATER SUPPLY CUBALLING-BROOKTON SYSTEM HR44

GREAT SOUTHERN TOWNS WATER SUPPLY KATANNING-LAKE GRACE SYSTEM HR45

GREAT SOUTHERN TOWNS WATER SUPPLY KATANNING SOUTH SYSTEM HR46

GREAT SOUTHERN TOWNS WATER SUPPLY LAKE GRACE-NEWDEGATE SYSTEM HR47

GREAT SOUTHERN TOWNS WATER SUPPLY REGIONAL SYSTEM HR48

GREAT SOUTHERN TOWNS WATER SUPPLY HIGHBURY SYSTEM HR49

GREAT SOUTHERN TOWNS WATER SUPPLY HYDEN SYSTEM HR50

GREAT SOUTHERN TOWNS WATER SUPPLY KARLGARIN SYSTEM HR51

GREAT SOUTHERN TOWNS WATER SUPPLY KATANNING SYSTEM HR52

GREAT SOUTHERN TOWNS WATER SUPPLY KOJONUP SYSTEM HR53

GREAT SOUTHERN TOWNS WATER SUPPLY KONDININ SYSTEM HR54

GREAT SOUTHERN TOWNS WATER SUPPLY KUKERIN SYSTEM HR55

GREAT SOUTHERN TOWNS WATER SUPPLY KULIN SYSTEM HR56

GREAT SOUTHERN TOWNS WATER SUPPLY LAKE GRACE SYSTEM HR57

GREAT SOUTHERN TOWNS WATER SUPPLY MURADUP SYSTEM HR58

GREAT SOUTHERN TOWNS WATER SUPPLY NARROGIN SYSTEM HR59

GREAT SOUTHERN TOWNS WATER SUPPLY NEWDEGATE SYSTEM HR60

GREAT SOUTHERN TOWNS WATER SUPPLY NYABING SYSTEM HR61

GREAT SOUTHERN TOWNS WATER SUPPLY PINGARING SYSTEM HR62

GREAT SOUTHERN TOWNS WATER SUPPLY PINGELLY SYSTEM HR63

GREAT SOUTHERN TOWNS WATER SUPPLY PINGRUP SYSTEM HR64

GREAT SOUTHERN TOWNS WATER SUPPLY POPANYINNING SYSTEM HR65

GREAT SOUTHERN TOWNS WATER SUPPLY TAMBELLUP SYSTEM HR66

GREAT SOUTHERN TOWNS WATER SUPPLY WAGIN SYSTEM HR67


WCX CAD Standard





Planset

No.

GREAT SOUTHERN TOWNS WATER SUPPLY WANDERING SYSTEM HR68

GREAT SOUTHERN TOWNS WATER SUPPLY WICKEPIN SYSTEM HR69

GREAT SOUTHERN TOWNS WATER SUPPLY WILLIAMS SYSTEM HR70

GREAT SOUTHERN TOWNS WATER SUPPLY WOODANILLING SYSTEM HR71

GREAT SOUTHERN TOWNS WATER SUPPLY YEALERING SYSTEM HR72

GREENBUSHES & BALINGUP WATER SUPPLY

BALINGUP SYSTEM HR73


GREENBUSHES SYSTEM HR74


GREENBUSHES-BALINGUP REGIONAL SYSTEM

HR75

GUILDERTON WATER SUPPLY GUILDERTON SYSTEM HR76

HALLS CREEK WATER SUPPLY HALLS CREEK SYSTEM HR77

HARVEY WATER SUPPLY HARVEY SYSTEM HR78

HOPETOUN WATER SUPPLY HOPETOUN SYSTEM HR79

HORROCKS WATER SUPPLY HORROCKS SYSTEM HR80

JERRAMUNGUP WATER SUPPLY JERRAMUNGUP SYSTEM HR81

JURIEN WATER SUPPLY JURIEN SYSTEM HR82

KALBARRI WATER SUPPLY KALBARRI SYSTEM HR83

KALBARRI WATER SUPPLY PORT KALBARRI SYSTEM HR84

KEMERTON WATER SUPPLY KEMERTON SYSTEM HR85

KIRUP-MULLALYUP WATER SUPPLY KIRUP SYSTEM HR86

KIRUP-MULLALYUP WATER SUPPLY KIRUP-MULLALYUP REGIONAL SYSTEM

HR87

KIRUP-MULLALYUP WATER SUPPLY MULLALYUP SYSTEM HR88

KUNUNURRA WATER SUPPLY KUNUNURRA SYSTEM HR89

LAKE ARGYLE WATER SUPPLY LAKE ARGYLE SYSTEM HR90

LAKE KING WATER SUPPLY LAKE KING SYSTEM HR91

LANCELIN WATER SUPPLY LANCELIN SYSTEM HR92

LANCELIN WATER SUPPLY LANCELIN REGIONAL SYSTEM HR93

LANCELIN WATER SUPPLY SEAVIEW PARK SYSTEM HR94

LAVERTON WATER SUPPLY LAVERTON SYSTEM HR95

LEDGE POINT WATER SUPPLY LEDGE POINT SYSTEM HR96

LEEMAN-GREENHEAD WATER SUPPLY GREENHEAD SYSTEM HR97

LEEMAN-GREENHEAD WATER SUPPLY LEEMAN SYSTEM HR98

LEEMAN-GREENHEAD WATER SUPPLY LEEMAN REGIONAL SYSTEM HR99

LEONORA WATER SUPPLY LEONORA SYSTEM HS00

LOWER GREAT SOUTHERN TOWNS WS ALBANY SYSTEM HS01

LOWER GREAT SOUTHERN TOWNS WS KENDENUP SYSTEM HS02

LOWER GREAT SOUTHERN TOWNS WS LGSTWS REGIONAL SYSTEM HS03

LOWER GREAT SOUTHERN TOWNS WS MOUNT BARKER SYSTEM HS04

LOWER GREAT SOUTHERN TOWNS WS PORONGORUP SYSTEM HS05

MANDURAH/PINJARRA WATER SUPPLY CADDADUP SYSTEM HS06

MANDURAH/PINJARRA WATER SUPPLY DOWER STREET HIGH LEVEL SYSTEM

HS07

MANDURAH/PINJARRA WATER SUPPLY FREMANTLE ROAD HIGH LEVEL SYSTEM

HS08

MANDURAH/PINJARRA WATER SUPPLY HALLS HEAD SYSTEM HS09

MANDURAH/PINJARRA WATER SUPPLY MANDURAH SYSTEM HS10

MANDURAH/PINJARRA WATER SUPPLY MANDURAH REGIONAL SCHEME HS11

MANDURAH/PINJARRA WATER SUPPLY NORTH MANDURAH HS12

MANDURAH/PINJARRA WATER SUPPLY PARK RIDGE SYSTEM HS13

MANJIMUP WATER SUPPLY MANJIMUP SYSTEM HS14

MARBLE BAR WATER SUPPLY MARBLE BAR SYSTEM HS15

MARGARET RIVER WATER SUPPLY COWARAMUP SYSTEM HS16

MARGARET RIVER WATER SUPPLY GRACETOWN SYSTEM HS17


WCX CAD Standard





Planset

No.

MARGARET RIVER WATER SUPPLY MARGARET RIVER SYSTEM HS18

MARGARET RIVER WATER SUPPLY MARGARET RIVER REGIONAL SYSTEM

HS19

MEEKATHARRA WATER SUPPLY MEEKATHARRA SYSTEM HS20

MENZIES WATER SUPPLY MENZIES SYSTEM HS21

METROPOLITAN WATER SUPPLY ARALUEN HIGH LEVEL SYSTEM HS22

METROPOLITAN WATER SUPPLY ARMADALE-KELMSCOTT LOWER GRAVITY SYSTEM

HS23

METROPOLITAN WATER SUPPLY ARMADALE-KELMSCOTT UPPER GRAVITY SYSTEM

HS24

METROPOLITAN WATER SUPPLY ARMADALE HIGH LEVEL SYSTEM HS25

METROPOLITAN WATER SUPPLY BARRAGOON GROUND WATER SYSTEM

HS26

METROPOLITAN WATER SUPPLY BEDFORDALE HIGH LEVEL SYSTEM HS27

METROPOLITAN WATER SUPPLY BICKLEY-CARMEL HIGH LEVELS SYSTEM

HS28

METROPOLITAN WATER SUPPLY BOLD PARK GRAVITY SYSTEM HS29

METROPOLITAN WATER SUPPLY BRIGADOON SYSTEM HS30

METROPOLITAN WATER SUPPLY BRUNSWICK DAM SYSTEM HS31

METROPOLITAN WATER SUPPLY BUCKLAND HILL GRAVITY (WEST MELVILLE) SYSTEM

HS32

METROPOLITAN WATER SUPPLY BULLSBROOK SYSTEM HS33

METROPOLITAN WATER SUPPLY BYFORD GRAVITY SYSTEM HS34

METROPOLITAN WATER SUPPLY BYFORD HIGH LEVEL SYSTEM HS35

METROPOLITAN WATER SUPPLY CANNING DAM SYSTEM HS36

METROPOLITAN WATER SUPPLY CANNING VALE - GOSNELLS GRAVITY SYSTEM

HS37

METROPOLITAN WATER SUPPLY CARABOODA-NEERABUP SYSTEM HS38

METROPOLITAN WATER SUPPLY CHURCHMANS BROOK DAM SYSTEM HS39

METROPOLITAN WATER SUPPLY CITY BEACH HIGH LEVEL SYSTEM HS40

METROPOLITAN WATER SUPPLY CONJURUNUP DAM SYSTEM HS41

METROPOLITAN WATER SUPPLY DANDALUP SYSTEM HS42

METROPOLITAN WATER SUPPLY DANDALUP (KARNUP-DANDALUP) GROUND WATER SYSTEM

HS43

METROPOLITAN WATER SUPPLY DOUBLEVIEW HIGH LEVEL SYSTEM HS44

METROPOLITAN WATER SUPPLY EAST NEERABUP SYSTEM HS45

METROPOLITAN WATER SUPPLY EAST YOKINE-MORLEY GRAVITY SYSTEM

HS46

METROPOLITAN WATER SUPPLY EGLINTON GROUND WATER SYSTEM HS47

METROPOLITAN WATER SUPPLY FOOTHILLS GRAVITY SYSTEM HS48

METROPOLITAN WATER SUPPLY FORRESTFIELD - CRYSTAL BROOK HIGH LEVEL SYSTEM

HS49

METROPOLITAN WATER SUPPLY FREMANTLE HIGH LEVEL SYSTEM HS50

METROPOLITAN WATER SUPPLY GINGIN GROUND WATER SYSTEM HS51

METROPOLITAN WATER SUPPLY GNANGARA (ELLEN BROOK) WATER SUPPLY SYSTEM

HS52

METROPOLITAN WATER SUPPLY GOSNELLS-RIVERTON GRAVITY SYSTEM

HS53

METROPOLITAN WATER SUPPLY GOSNELLS HIGH LEVEL SYSTEM HS54

METROPOLITAN WATER SUPPLY GREENMOUNT-DARLINGTON HIGH LEVEL SYSTEM

HS55

METROPOLITAN WATER SUPPLY GREENMOUNT GRAVITY SYSTEM HS56

METROPOLITAN WATER SUPPLY GWELUP GROUND WATER SYSTEM HS57

METROPOLITAN WATER SUPPLY HAMILTON HILL GRAVITY SYSTEM HS58

METROPOLITAN WATER SUPPLY HAMILTON HILL HIGH LEVEL SYSTEM HS59

METROPOLITAN WATER SUPPLY HARVEY DAM SYSTEM HS60


WCX CAD Standard





Planset

No.

METROPOLITAN WATER SUPPLY HERNE HILL HIGH LEVEL SYSTEM HS61

METROPOLITAN WATER SUPPLY INDEPENDENT ARTESIANS SYSTEM HS62

METROPOLITAN WATER SUPPLY IWSS BULK WATER TRANSFER SYSTEM

HS63

METROPOLITAN WATER SUPPLY JANDAKOT GROUND WATER SYSTEM

HS64

METROPOLITAN WATER SUPPLY JANE AND SUSANNAH BROOK DAM SYSTEM

HS65

METROPOLITAN WATER SUPPLY JARRAHDALE TOWN SUPPLY SYSTEM

HS66

METROPOLITAN WATER SUPPLY JOONDALUP HIGH LEVEL SYSTEM HS67

METROPOLITAN WATER SUPPLY KALAMUNDA-LESMURDIE HIGH LEVEL SYSTEM

HS68

METROPOLITAN WATER SUPPLY KARNUP GRAVITY SYSTEM HS69

METROPOLITAN WATER SUPPLY KARNUP HIGH LEVEL SYSTEM HS70

METROPOLITAN WATER SUPPLY KELMSCOTT HIGH LEVEL SYSTEM HS71

METROPOLITAN WATER SUPPLY KEWDALE - SOUTH PERTH GRAVITY SYSTEM

HS72

METROPOLITAN WATER SUPPLY LEXIA GROUND WATER SYSTEM HS73

METROPOLITAN WATER SUPPLY LOGUE BROOK DAM SYSTEM HS74

METROPOLITAN WATER SUPPLY MAIDA VALE HIGH LEVEL SYSTEM HS75

METROPOLITAN WATER SUPPLY MEDINA GRAVITY SYSTEM HS76

METROPOLITAN WATER SUPPLY MEDINA HIGH LEVEL SYSTEM HS77

METROPOLITAN WATER SUPPLY MELVILLE-RIVERTON GRAVITY SYSTEM

HS78

METROPOLITAN WATER SUPPLY MELVILLE HIGH LEVEL SYSTEM HS79

METROPOLITAN WATER SUPPLY MINDARIE HIGH LEVEL SYSTEM HS80

METROPOLITAN WATER SUPPLY MIRRABOOKA GRAVITY SYSTEM HS81

METROPOLITAN WATER SUPPLY MIRRABOOKA GROUND WATER SYSTEM

HS82

METROPOLITAN WATER SUPPLY MIRRABOOKA HIGH LEVEL SYSTEM HS83

METROPOLITAN WATER SUPPLY MOSMAN PARK HIGH LEVEL SYSTEM HS84

METROPOLITAN WATER SUPPLY MOUNT ELIZA EAST SYSTEM HS85

METROPOLITAN WATER SUPPLY MOUNT ELIZA WEST SYSTEM HS86

METROPOLITAN WATER SUPPLY MOUNT HAWTHORN GRAVITY SYSTEM

HS87

METROPOLITAN WATER SUPPLY MOUNT HAWTHORN HIGH LEVEL SYSTEM

HS88

METROPOLITAN WATER SUPPLY MOUNT HELENA SYSTEM HS89

METROPOLITAN WATER SUPPLY MUNDARING-DARLINGTON SYSTEM HS90

METROPOLITAN WATER SUPPLY MUNDARING WEIR & LOWER HELENA SYSTEM

HS91

METROPOLITAN WATER SUPPLY MUNDIJONG GRAVITY SYSTEM HS92

METROPOLITAN WATER SUPPLY NEERABUP GROUND WATER SYSTEM

HS93

METROPOLITAN WATER SUPPLY NEERABUP LAKE SYSTEM HS94

METROPOLITAN WATER SUPPLY NEERIGEN HIGH LEVEL SYSTEM HS95

METROPOLITAN WATER SUPPLY NORTH DANDALUP DAM SYSTEM HS96

METROPOLITAN WATER SUPPLY NORTH PINJARRA SYSTEM HS97

METROPOLITAN WATER SUPPLY NORTH SCARBOROUGH- KARRINYUP HIGH LEVEL SYSTEM

HS98

METROPOLITAN WATER SUPPLY NORTHERN YARRAGADEE GROUND WATER SYSTEM

HS99

METROPOLITAN WATER SUPPLY NOWERGUP GRAVITY SYSTEM HT00

METROPOLITAN WATER SUPPLY NOWERGUP HIGH LEVEL SYSTEM HT01

METROPOLITAN WATER SUPPLY ORANGE GROVE HIGH LEVEL HT02


WCX CAD Standard





Planset

No.

SYSTEM

METROPOLITAN WATER SUPPLY PINJARRA SYSTEM HT03

METROPOLITAN WATER SUPPLY RAVENSWOOD SYSTEM HT04

METROPOLITAN WATER SUPPLY RICHMOND HIGH LEVEL SYSTEM HT05

METROPOLITAN WATER SUPPLY ROLEYSTONE HIGH LEVEL SYSTEM HT06

METROPOLITAN WATER SUPPLY SAMSON BROOK DAM SYSTEM HT07

METROPOLITAN WATER SUPPLY SERPENTINE DAM SYSTEM HT08

METROPOLITAN WATER SUPPLY SERPENTINE TOWN SUPPLY SYSTEM

HT09

METROPOLITAN WATER SUPPLY SOUTH DANDALUP DAM SYSTEM HT10

METROPOLITAN WATER SUPPLY SOUTH WEST YARRAGADEE GROUND WATER SYSTEM

HT11

METROPOLITAN WATER SUPPLY STIRLING DAM SYSTEM HT12

METROPOLITAN WATER SUPPLY TAMWORTH GRAVITY SYSTEM HT13

METROPOLITAN WATER SUPPLY TAMWORTH HIGH LEVEL SYSTEM HT14

METROPOLITAN WATER SUPPLY THOMSONS LAKE GRAVITY SYSTEM HT15

METROPOLITAN WATER SUPPLY THOMSONS LAKE HIGH LEVEL SYSTEM

HT16

METROPOLITAN WATER SUPPLY VICTORIA DAM SYSTEM HT17

METROPOLITAN WATER SUPPLY WALLISTON HIGH LEVEL SYSTEM HT18

METROPOLITAN WATER SUPPLY WANNEROO GRAVITY SYSTEM HT19

METROPOLITAN WATER SUPPLY WANNEROO HIGH LEVEL SYSTEM HT20

METROPOLITAN WATER SUPPLY WANNEROO-PINJAR GROUND WATER SYSTEM

HT21

METROPOLITAN WATER SUPPLY WELLINGTON-HARRIS PUMPBACK SYSTEM

HT22

METROPOLITAN WATER SUPPLY WEMBLEY DOWNS HIGH LEVEL SYSTEM

HT23

METROPOLITAN WATER SUPPLY WEST MELVILLE GRAVITY SYSTEM HT24

METROPOLITAN WATER SUPPLY WEST PERTH HIGH LEVEL SYSTEM HT25

METROPOLITAN WATER SUPPLY WEST YOKINE-HAMERSLEY GRAVITY SYSTEM

HT26

METROPOLITAN WATER SUPPLY WHITFORDS GRAVITY SYSTEM HT27

METROPOLITAN WATER SUPPLY WOKALUP DAM SYSTEM HT28

METROPOLITAN WATER SUPPLY WUNGONG DAM SYSTEM HT29

METROPOLITAN WATER SUPPLY WUNGONG HIGH LEVEL SYSTEM HT30

METROPOLITAN WATER SUPPLY YOKINE HIGH LEVEL SYSTEM HT31

MINGENEW WATER SUPPLY MINGENEW SYSTEM HT32

MOORA WATER SUPPLY MOORA SYSTEM HT33

MOUNT MAGNET WATER SUPPLY MOUNT MAGNET SYSTEM HT34

MUNGLINUP WATER SUPPLY MUNGLINUP SYSTEM HT35

MYALUP WATER SUPPLY MYALUP SYSTEM HT36

NABAWA WATER SUPPLY NABAWA SYSTEM HT37

NANNUP WATER SUPPLY NANNUP SYSTEM HT38

NEW NORCIA WATER SUPPLY NEW NORCIA SYSTEM HT39

NEWMAN WATER SUPPLY NEWMAN SYSTEM HT40

NORTHAMPTON WATER SUPPLY NORTHAMPTON SYSTEM HT41

NORTHCLIFFE WATER SUPPLY NORTHCLIFFE SYSTEM HT42

NULLAGINE WATER SUPPLY NULLAGINE SYSTEM HT43

ONGERUP WATER SUPPLY ONGERUP SYSTEM HT44

ONSLOW WATER SUPPLY ONSLOW SYSTEM HT45

PEMBERTON WATER SUPPLY PEMBERTON SYSTEM HT46

PEPPERMINT GROVE (BEACH) WATER SUPPLY

PEPPERMINT GROVE (BEACH) SYSTEM

HT47

PORT HEDLAND WATER SUPPLY PORT HEDLAND SYSTEM HT48

PORT HEDLAND WATER SUPPLY PORT HEDLAND REGIONAL SYSTEM HT49


WCX CAD Standard





Planset

No.

PORT HEDLAND WATER SUPPLY SOUTH HEDLAND SYSTEM HT50

PRESTON BEACH WATER SUPPLY PRESTON BEACH SYSTEM HT51

QUINNINUP WATER SUPPLY QUINNINUP SYSTEM HT52

RAVENSTHORPE WATER SUPPLY RAVENSTHORPE SYSTEM HT53

ROCKY GULLY WATER SUPPLY ROCKY GULLY SYSTEM HT54

SALMON GUMS WATER SUPPLY SALMON GUMS SYSTEM HT55

SANDSTONE WATER SUPPLY SANDSTONE SYSTEM HT56

SEABIRD WATER SUPPLY SEABIRD SYSTEM HT57

THREE SPRINGS WATER SUPPLY DOOKANOOKA/THREE SPRINGS/WOMARDEN SYSTEM

HT58

THREE SPRINGS WATER SUPPLY THREE SPRINGS SYSTEM HT59

THREE SPRINGS WATER SUPPLY WOMARDEN SYSTEM HT60

TWO ROCKS WATER SUPPLY TWO ROCKS GRAVITY SYSTEM HT61

TWO ROCKS WATER SUPPLY TWO ROCKS HIGH LEVEL SYSTEM HT62

TWO ROCKS WATER SUPPLY TWO ROCKS GROUND WATER SYSTEM

HT63

VARLEY WATER SUPPLY VARLEY SYSTEM HT64

WALPOLE WATER SUPPLY WALPOLE SYSTEM HT65

WAROONA-HAMEL WATER SUPPLY WAROONA SYSTEM HT66

WARREN BLACKWOOD REGIONAL WATER SUPPLY SCHEME

MILLSTREAM DAM TO BOYUP BROOK HQ03


NANNUP BORE TO MILLSTREAM DAM HQ04


MILLSTREAM DAM TO KIRRUP HQ05

WATHEROO WATER SUPPLY WATHEROO SYSTEM HT67

WELLSTEAD WATER SUPPLY WELLSTEAD SYSTEM HT68

WEST PILBARA WATER SUPPLY DAMPIER SYSTEM HT69

WEST PILBARA WATER SUPPLY HARDING DAM SYSTEM HT70

WEST PILBARA WATER SUPPLY KARRATHA SYSTEM HT71

WEST PILBARA WATER SUPPLY MAITLAND RIVER GROUND WATER SYS

HT72

WEST PILBARA WATER SUPPLY MILLSTREAM GROUND WATER SYSTEM

HT73

WEST PILBARA WATER SUPPLY POINT SAMSON SYSTEM HT74

WEST PILBARA WATER SUPPLY ROEBOURNE SYSTEM HT75

WEST PILBARA WATER SUPPLY WEST PILBARA REGIONAL SYSTEM HT76

WEST PILBARA WATER SUPPLY WICKHAM SYSTEM MD54

WILUNA WATER SUPPLY WILUNA SYSTEM HT78

WOODRIDGE WATER SUPPLY WOODRIDGE SYSTEM HT79

WYNDHAM WATER SUPPLY WYNDHAM SYSTEM HT80

YALGOO WATER SUPPLY YALGOO SYSTEM HT81

YANCHEP WATER SUPPLY YANCHEP SYSTEM HT82

YARLOOP - WAGERUP WATER SUPPLY YARLOOP-WAGERUP SYSTEM HT83

YERECOIN WATER SUPPLY PIAWANING SYSTEM HT84

YERECOIN WATER SUPPLY YERECOIN SYSTEM HT85

YERECOIN WATER SUPPLY YERECOIN REGIONAL SYSTEM HT86

YUNA WATER SUPPLY YUNA SYSTEM HT87


WCX CAD Standard



16 WATER CORPORATION - FUNCTIONAL

CONTROL DIAGRAM (FCD) STANDARD

SYMBOLS

Functional Control Diagrams (FCD’s) are developed during the planning stage of a water

supply system when selection and design of equipment is known only in conceptual terms. The

FCD describes the system’s process at the functional level from which the designers

subsequently develops the Process and Instrumentation Diagrams (P&ID’s). The FCD is

intended as the foundation on which civil, mechanical, electrical and SCADA implementation

designs are built.

The illustrations shown on the following drawings HU37-35-1, HU37-35-2 and HU37-35-3 are

the Water Corporation’s standard symbols for Functional Control Diagrams and are produced

as ‘cells’ in MicroStation. The selection of MicroStation allows exchange of information with

the network modeling / planning environment which uses MicroStation as the spatial editor.

The spatial editor places the same symbols and associated data on a geo-spatial map of the

network.

Selected symbols from ‘ANSI/ISA S5.1-2009 Instrumentation Symbols and Identification’ are

used to create the symbol library provided on the WCX CD/download. To access these symbols

from within MicroStation, select the WCX pull-down menu and select the ‘Load WC FCD

Menu’ menu item.

Only Water Corporation standard symbols for Functional Control Diagrams located in the

Symbol library on the WCX Download shall be used in the production of Functional Control

Diagrams for the Water Corporation. Symbols other than those supplied from the symbol

library shall not be used.

All symbols shall be used as supplied. They shall not be exploded and rebuilt, re-scaled or

modified in any way. If a new symbol is required, contact the Drawing Management System

Manager, who will liaise with the Principal Engineer, Infrastructure Planning Branch for the

creation of an appropriate symbol.

16.1 Drawing Production Procedure

The presentation of Functional Control Diagram drawings has the objective of showing how a

water supply system is intended to operate. To achieve this outcome the presentation of FCD

drawings shall conform to the following guiding principles:

Set out each FCD drawing to represent a logical, vertical elevation of the system / process.

Divide the system into discrete hydraulic zones and present the details for each hydraulic zone

on separate FCD drawings.

Prepare a separate FCD drawing for each individual mode of operation that requires a different

physical configuration of isolation valves and water flow paths.

Assume that all assets are available and operating in normal (non-emergency / failure)

conditions for normal FCD drawings.

Prepare a separate FCD drawing in cases where it is necessary to describe the operating mode

during a major failure scenario.

Layout the drawing to show the normal water flow from left to right across the page (reverse

flows may occur right to left).

Layout the drawing to show the vertical relationship of water storages and reticulation networks

to reflect their relative height above the Australian Height Datum.


WCX CAD Standard



Position the connecting pipework to minimise crossing of pipes that are not connected at the

point of crossing.

• Differentiate between remote, supervisory control links and local automatic control links.

16.1.1 Drawing Sheet Size

It is very important to note that all FCD drawings shall be created on A3 original sheet size

titleblocks. FCD drawings created on A1 original sheet size titleblocks and reduced to A3 size

will not be accepted.

16.1.2 Use of Grids and Snaps

FCD drawings shall be created with MicroStation Grid lock turned on. All FCD symbols are

created with the origin of the symbol at the centre of the symbol. With a recommended Grid

setting of ‘3’ (GU=3.0, GR=10) the symbol is placed accurately on a grid point.

16.1.3 Linetypes

Symbols shall be placed on top of lines representing piping and signal paths. Refer drawings

HU37-35-1, HU37-35-2 and HU37-35-3 to establish the correct linetype to be used. All

symbols are created with a solid fill that masks underlying linework so there is no need to break

linework where symbols are to be placed. Selection of the appropriate linework can be made

from the FCD Barmenu.

16.1.4 Planset Allocation

It is intended that one Planset is created for each separate water supply system (Refer Section

15 - Water Corporation - Registered Planset Numbers for Existing Water System Functional

Descriptions). As various FCD drawings are revised and issued, they shall be placed into the

relevant Planset and the revision version incremented accordingly. These Plansets then become

the DMS (aquaDRAW) repository from which the Water Corporation can retrieve current

functional descriptions. It will enable the AMPS portal to use the DMS (aquaDRAW) Plansets

to find the relevant operating diagrams and show them to users.


WCX CAD Standard




WCX CAD Standard




WCX CAD Standard




WCX CAD Standard



END OF DOCUMENT

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