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
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.
Ver 7 Rev 2 Page 2 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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./ DATE PAGES REVISION DESCRIPTION RVWD. APRV. REV. REVISED (Section, Clause, Sub-Clause) All 7/1 12.11.14 All Preliminaries to Works changed KM MH to Prerequisites to Works 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 & GC AK Detail Design added 2 6/2 30.06.10 12 2.1 Preliminary, Engineering & GC AK Detail Design removed 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 JB MH moved to Great Southern Region 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 KM MH added 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 KM MH added 3 6/1 30.04.08 22 – 35 3.1, 3.2, 3.4, 3.6, 3.8, 3.9, 3.10, GC AK 3.12.1, 3.13, 3.18 Bundle 72 added
Ver 7 Rev 2 Page 3 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard REVISION STATUS SECT. VER./ DATE PAGES REVISION DESCRIPTION RVWD. APRV. REV. REVISED (Section, Clause, Sub-Clause) 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 KW AK revised 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 4 6/1 30.04.09 38 CAD_Layers 4.2 revised GC AK 4 6/2 30.06.10 38 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 KM MH block removed
Ver 7 Rev 2 Page 4 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard REVISION STATUS SECT. VER./ DATE PAGES REVISION DESCRIPTION RVWD. APRV. REV. REVISED (Section, Clause, Sub-Clause)
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 GC AK definition added 10 6/1 30.04.09 77 - 85 10 Reference to microfilming GC AK removed 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 LN AK added 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 KM MH added 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 KM MH amended 15 7/1 12.11.14 109,118 15 Bridgetown scheme renamed KM MH to Warren Blackwood 15 6/3 14/03/11 108 15 Bridgetown titles amended GC AK 16 7/0 12.04.13 117 16 revised BS MH
Ver 7 Rev 2 Page 5 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 6 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 7 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 8 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 9 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 10 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 11 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 12 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 13 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
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2.2.3 Metropolitan Plants Line 1 METROPOLITAN WASTEWATER Line 2 BEENYUP WASTEWATER TREATMENT PLANT 2.2.4 Country Plants Line 1 BUNBURY WASTEWATER Line 2 WASTEWATER TREATMENT PLANT 2.3 Wastewater Conveyance Planset Creation - Type Example Planset Titles: 2.3.1 Metropolitan Prerequisites to Works Line 1 METROPOLITAN WASTEWATER Line 2 RETICULATION AREA EAST CANNINGTON 1A PUMPING STATION & PM Drawing Titles Line 3 PREREQUISITES TO WORKS Line 4 NOTICE OF PROPOSAL - GENERAL WORKS [OR MAJOR WORKS] 2.3.2 Country Prerequisites to Works Line 1 QUAIRADING WASTEWATER Line 2 RETICULATION AREA QUAIRADING 1A, PUMPING STATION & PM Drawing Titles Line 3 PREREQUISITES TO WORKS Line 4 NOTICE OF PROPOSAL - GENERAL WORKS [OR MAJOR WORKS] 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 1 METROPOLITAN WASTEWATER 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
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2.3.3.4 For Pumping Station And Pressure Main Line 1 METROPOLITAN WASTEWATER Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST & PM 2.3.3.5 For Pumping Station Line 1 METROPOLITAN WASTEWATER Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST 2.3.3.6 For Pressure Main Line 1 METROPOLITAN WASTEWATER Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST PM 2.3.3.7 For Main/Branch Sewer Line 1 METROPOLITAN WASTEWATER 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 1 QUAIRADING WASTEWATER Line 2 RETICULATION AREA QUAIRADING 1A 2.3.4.2 For Pumping Station And Pressure Main Within Single Sewer District Town Line 1 QUAIRADING WASTEWATER Line 2 PUMPING STATION NO.1 - GREAT EASTERN HIGHWAY & PM 2.3.4.3 For Pumping Station Within Single Sewer District Town Line 1 QUAIRADING WASTEWATER 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
Ver 7 Rev 2 Page 16 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 2.4 Water Supply Planset Creation - Type Example Planset Titles: 2.4.1 Metropolitan Prerequisites to Works Line 1 METROPOLITAN WATER SUPPLY Line 2 DN300/400/600 MAIN CONNOLLY DRIVE - CLARKSON KINROSS Drawing Titles Line 3 PREREQUISITES TO WORKS Line 4 NOTICE OF PROPOSAL - GENERAL WORKS [OR MAJOR WORKS] 2.4.2 Country Prerequisites to Works Line 1 GOLDFIELDS & AGRICULTURAL WATER SUPPLY - MAIN CONDUIT Line 2 NULLA NULLA PUMPING STATION & 5000M3 RCC STORAGE TANK Drawing Titles Line 3 PREREQUISITES TO WORKS Line 4 NOTICE OF PROPOSAL - GENERAL WORKS [OR MAJOR WORKS] 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 1 METROPOLITAN WATER SUPPLY 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 1 METROPOLITAN WATER SUPPLY Line 2 WANNEROO WATER TREATMENT PLANT PINJAR 2.4.3.3 For Reservoir Line 1 METROPOLITAN WATER SUPPLY Line 2 NEERABUP RESERVOIR - BURNS BEACH ROAD 2.4.3.4 For Pumping Station Line 1 METROPOLITAN WATER SUPPLY Line 2 NEERABUP TRANSFER PUMPING STATION - FLYNN DRIVE 2.4.3.5 For Groundwater Scheme Line 1 METROPOLITAN WATER SUPPLY Line 2 NEERABUP GROUNDWATER SCHEME
Ver 7 Rev 2 Page 17 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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. Planset Creation - Type Example Planset Titles: 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 1 METROPOLITAN DRAINAGE Line 2 HIRD ROAD BRANCH DRAIN 80504 2.5.1.3 For Branch Drain Pumping Station & Pressure Main Line 1 METROPOLITAN DRAINAGE 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.
Ver 7 Rev 2 Page 18 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 2.6 Electrical, Mechanical & SCADA Planset Creation - Type Example Planset Titles: 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] Line 2 BEENYUP WASTEWATER TREATMENT PLANT 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 Line 2 SCADA CONTROL AND COMMUNICATIONS 2.6.3.3 For North West Region - Planset FW54 Line 1 NORTH WEST REGION Line 2 SCADA CONTROL AND COMMUNICATIONS 2.6.3.4 For Mid West Region - Planset EQ42 Line 1 MID WEST REGION Line 2 SCADA CONTROL AND COMMUNICATIONS 2.6.3.5 For South West Region - Planset HY74 Line 1 SOUTH WEST REGION Line 2 SCADA CONTROL AND COMMUNICATIONS 2.6.3.6 For Great Southern Region - Planset IB24 Line 1 GREAT SOUTHERN REGION
Ver 7 Rev 2 Page 19 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard Line 2 SCADA CONTROL AND COMMUNICATIONS 2.7 Dams & Dam Safety Planset Creation - Type Example Planset Titles: 2.7.1.1 For Metropolitan Line 1 METROPOLITAN WATER SUPPLY Line 2 CANNING DAM - REMEDIAL WORKS 2001 2.7.1.2 For Regional Line 1 SOUTH WEST REGION Line 2 HARRIS DAM - REHABILITATION 2001
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2.8 Development Services Branch Planset Creation - Type Example Planset Titles: 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 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 AWA 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 Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – CONCEPT PLANS Drawing Title Line 3 WASTEWATER – YANCHEP 1 2.8.1.6 For Wastewater Reticulation Area – Subdivision with Multi Staged Works Agreement (MSWA) – Stages Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 MSWA Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – STAGE ‘X’
Ver 7 Rev 2 Page 21 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 2.8.1.7 For Wastewater Reticulation Extension - Subdivision of Existing Serviced Lots Line 1 METROPOLITAN SUBDIVISION WAPC 100830 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 1 METROPOLITAN WASTEWATER WAPC 100000 Line 2 EAST CANNINGTON PUMPING STATION NO.4 - SEVENOAKS ST 2.8.1.10 For Wastewater Pressure Main Line 1 METROPOLITAN WASTEWATER WAPC 100000 Line 2 EAST CANNINGTON PUMP STATION NO.4 - SEVENOAKS ST PM 2.8.1.11 For Wastewater Main/Branch Sewer Line 1 METROPOLITAN WASTEWATER WAPC 100000 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 1 METROPOLITAN SUBDIVISION WAPC 100000 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 Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 AWA Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – CONCEPT PLANS Drawing Title Line 3 WATER SUPPLY – YANCHEP GRAVITY
Ver 7 Rev 2 Page 22 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 2.8.2.4 For Water Supply Reticulation – Subdivision with Advanced Works Agreement (AWA) – Stages Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 AWA Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – STAGE ‘X’ 2.8.2.5 For Water Supply Reticulation – Subdivision with Multi Staged Works Agreement (MSWA) – Concept Plans Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 MSWA Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – 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 Line 1 METROPOLITAN SUBDIVISION WAPC 143298 123456 MSWA Line 2 LOT 609 YANCHEP BEACH ROAD YANCHEP – STAGE ‘X’ 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’
Ver 7 Rev 2 Page 23 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 2.9 Country Region Planset Creation - Type Example Planset Titles: 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.
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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.
Ver 7 Rev 2 Page 25 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Ver 7 Rev 2 Page 26 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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 Prevention of falls ...... 14 Effluent pump station/sprinkler system/soakage basin/reclaimed effluent ...... 16 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35
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 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 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 3.3 Wastewater Conveyance - Reticulation Area (Gravity &/or Pressure Sewer System) Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 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
Ver 7 Rev 2 Page 27 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 3.4 Wastewater Conveyance - Pumping Station & Pressure Main Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 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 Prevention of falls ...... 14 Odour Control ...... 19 Roads/security fencing/security ...... 32 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35 Buildings for electrical equipment ...... 37 – 39
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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 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 3.5 Wastewater Conveyance - Main & Branch Sewer Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 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 Prevention of falls ...... 14
The Principal Engineer, Wastewater Civil and Standards shall first approve any variation from this list. 3.6 Water Treatment Plants & Membrane Treatment Plants Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 Chlorine building and dosing ...... 2 Aeration and feedwater pumping ...... 3 Clarifiers/Screens ...... 4 Intermediate pumping ...... 5 Chemical building/chemical bund/chemical dosing ...... 6 Chemical building/chemical bund/chemical dosing ...... 7 Chemical building/chemical bund/chemical dosing ...... 8 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 Prevention of falls ...... 14 Lime building/lime bund/lime dosing ...... 13 & 15
Ver 7 Rev 2 Page 29 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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 Roads/security fencing/security ...... 32 Spare ...... 33 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35 Compressors/compressor room ...... 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 Spare ...... 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, 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 Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 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 supplied by Consulting Engineer) ...... 7
Ver 7 Rev 2 Page 30 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 3.8 Water Supply - Tank & Reservoir Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 General arrangement (incl. Inlet & outlet pipework) ...... 2 Cross sections ...... 3 Structural details...... 4 Reinforcing details ...... 5 Disinfection ...... 6 Miscellaneous details ...... 7 Prevention of falls ...... 14 Roads/security fencing/security ...... 32 Functional Control Diagrams (FCD’s) ...... 35 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 3.9 Water Supply - Pumping Station Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 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
Ver 7 Rev 2 Page 31 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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 Prevention of falls ...... 14 Roads/security fencing/security ...... 32 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35 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 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 3.10 Water Supply - Distribution, Bore or Trunk Main Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 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 Prevention of falls ...... 14
Ver 7 Rev 2 Page 32 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard Roads/security fencing/security………………………… .. …………………………………….32 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35 Electrical – Primary design drawings (Minor designs) ...... 40 Design summary drawings (Major design) ...... 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 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, Water & Drainage, Civil & Standards shall first approve any variation from this list. 3.11 Drainage & Irrigation - Urban & Country Main Drain Bundle numbering convention: Drawing Contents Description Bundle No. 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 Prevention of falls ...... 14 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35 Buildings for electrical equipment ...... 37 - 39 Electrical – Primary design drawings (Minor designs) ...... 40 Design summary drawings (Major design) ...... 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
Ver 7 Rev 2 Page 33 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard Site Configuration Diagrams ...... 69 General arrangements, isometrics, layouts & sections showing process units & pipework ...... 70 Construction staging & flow control diagrams ...... 71 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 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) Bundle numbering convention: 3.12.1 Metropolitan - Specific Site & Country (Town & Regional) - Specific Site Drawings Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plans & scheme plans etc ...... 1 Prevention of falls ...... 14 Functional Control Diagrams (FCD’s) ...... 35 Buildings for electrical equipment ...... 37 - 39 Electrical - Primary design drawings (Minor designs) ...... 40 Design summary drawings (Major design) ...... 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 3.12.2 SCADA Block Diagrams 3.12.2.1 For Metropolitan UWSS - Planset HZ23 Drawing Contents Description Bundle No. General..…………..……………………………………….…...... 56 Wastewater conveyance ...... 57 Water conveyance ...... 58 Water reticulation ...... 59
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3.12.2.2 For Goldfields and Agricultural Region- Planset CB81 Drawing Contents Description Bundle No. 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 Drawing Contents Description Bundle No. 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 Drawing Contents Description Bundle No. Gascoyne district ...... 56 Coastal Midlands district ...... 57 Geraldton Murchison district ...... 58 3.12.2.5 For South West Region - Planset HY74 Drawing Contents Description Bundle No. Leeuwin district ...... 58 Wellington district ...... 59 Warren district ...... 60 3.12.2.6 For Great Southern Region - Planset IB24 Drawing Contents Description Bundle No. 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
Ver 7 Rev 2 Page 35 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 3.13 Dams & Dam Safety Bundle numbering convention: Drawing Contents Description Bundle No. 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 Operations building ...... 26 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 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
Ver 7 Rev 2 Page 36 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 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 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) Bundle numbering convention: Drawing Contents Description Bundle No. 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 3.15 Development Services Branch & Regions - Design Submissions - Wastewater - Reticulation (for subdivisional, MSWA & AWA projects only) Bundle numbering convention: Drawing Contents Description Bundle No. 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 Bundle numbering convention: Drawing Contents Description Bundle No. Water reticulation – Concept Plan ...... 100-000 Water reticulation – Staging Plan ...... 100-001 Wastewater reticulation – Concept Plan ...... 200-000 Wastewater reticulation – Staging Plan ...... 200-001
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3.17 Development Services Branch & Regions - Design Submissions - Wastewater - Private Pumping Station, Pressure Main & Associated Reticulation Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 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 supplied by Consulting Engineer) ...... 7 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 Bundle numbering convention: Drawing Contents Description Bundle No. Prerequisites to Works plan ...... 0 Site location plan ...... 1 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 Operations building ...... 28 Service ducts (including pipe & cable ducts) ...... 31
Ver 7 Rev 2 Page 38 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard Roads/security fencing/security ...... 32 General arrangements ...... 33 Hydraulic profile ...... 34 Functional Control Diagrams (FCD’s) ...... 35 Air Compressors ...... 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, 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 Bundle numbering convention: Drawing Contents Description Bundle No. Architectural ...... 300 Civil / Structural ...... 301 Electrical ...... 302 Mechanical ...... 303 Hydraulic...... 304
Ver 7 Rev 2 Page 39 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
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Ver 7 Rev 2 Page 43 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 44 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 45 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 46 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 47 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
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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)
Ver 7 Rev 2 Page 49 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 50 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 51 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Part 1: Alphabetic abbreviation representing the type of equipment and be limited to abbreviations listed in Section 5.3 - Equipment Types 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.
Ver 7 Rev 2 Page 52 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Part 1: Alphabetic abbreviation representing the type of equipment and be limited to abbreviations listed in Section 5.3 - Equipment Types 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”
Ver 7 Rev 2 Page 53 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
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Ver 7 Rev 2 Page 55 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 WCX CAD Standard 7 REGISTERED PLANSET NUMBERS FOR EXISTING METROPOLITAN DRAINS DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER 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
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DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER 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 AG87 21802 Part Main Drain. 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
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DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER 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 AH45 30109 DRAIN 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
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DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER 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
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DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER MONS STREET B.D. AH94 50502 MORLEY B.D. AH95 50115 MORPHETT PARK B.D. AH96 60104 MORRISON ROAD DIVERSION CV23 51104 DRAIN 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
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DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER 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
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DRAIN LOCATION PLANSET DRAIN COMMENTS NUMBER NUMBER 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 AI72 21102 OUTLET DRAIN 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
Ver 7 Rev 2 Page 62 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 63 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Ver 7 Rev 2 Page 64 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Ver 7 Rev 2 Page 65 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
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Ver 7 Rev 2 Page 70 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Ver 7 Rev 2 Page 71 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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
Ver 7 Rev 2 Page 72 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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.
Ver 7 Rev 2 Page 73 of 122 © Copyright Water Corporation 1996-2015 Design Standard DS 80 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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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.
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DMS Procedure 1 - Preparation of new drawing from existing CAD drawing by Water Corporation CAD User This procedure is applicable to the Water Corporation CAD User wishing to produce a new drawing from an existing CAD drawing extracted from aquaDRAW.
Register new Planset & WC CAD User searches drawing sheet in aquaDRAW for required Select aquaDRAW Create new drawing electronic drawing from Check-out for or using cut'n'paste from existing Planset within COPY Create new drawing checked-out drawing aquaDRAW sheet in existing Planset within aquaDRAW
Add electronic Plot drawing to original signatures & dates to Send signed original sheet size and obtain CAD drawing file. Check-in electronic sheet size hard copy print appropriate signatures Ensure all mandatory drawing into to DMS Manager for & dates after design titleblock fields are aquaDRAW scanning & entry into check completed & run aquaDRAW DMSout routine
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Design Standard DS 80 WCX CAD Standard
DMS Procedure 2 - Preparation of new drawing by Water Corporation CAD User This procedure is applicable to the Water Corporation CAD User wishing to produce a new drawing from scratch
Register new Planset & drawing sheet title in Plot drawing to original Add electronic aquaDRAW sheet size and obtain signatures & dates to OR Create CAD drawing appropriate signatures CAD file. Ensure all Create new drawing sheet title & dates after design mandatory titleblock in existing Planset within check fields are completed & aquaDRAW run DMSout routine
Send drawing plot to Check-in electronic DMS Manager for drawing into scanning & entry into aquaDRAW aquaDRAW
DMS Procedure 3 - Preparation of revised drawing by Water Corporation CAD User This procedure is applicable to the Water Corporation CAD User wishing to revise an existing drawing extracted from aquaDRAW WC CAD User Revise & plot drawing searches aquaDRAW to original sheet size Add electronic initials Select for required electronic and obtain appropriate & date to CAD file Check-out for drawing from existing initials & date in revision block & run REVISION Planset within revision block in DMSout routine aquaDRAW titleblock after revision check
Note: Permission to proceed with the revision of any Send drawing plot to Check-in electronic drawing must firstly be granted by the relevant WC WC DMS Manager for drawing into Project Manager or Design Manager, prior to the scanning & entry into aquaDRAW extraction of the drawing from aquaDRAW IMS
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Design Standard DS 80 WCX CAD Standard DMS Procedure 4 - Registration of new Planset for manual drawing/s IMPORTANT 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 Water Corporation Water Corporation On receipt of manual drawings (incl. Regions) Water Corporation Planset Administrator or from External Designer, DSB DSB Client Consultant receives DSB Client Consultant requests CAD User provides details Client Consultant registers request from External Planset Administrator or CAD User to DSB Client Consultant drawings in aquaDRAW and Designer* for new Planset for to register new Planset who relays details to sends them to DMS Manager for manual drawings External Designer* scanning & entry into aquaDRAW
DMS Procedure 5 - General search, view and print of current drawing in aquaDRAW 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
CAD User, Planset Send to plotter or Administrator or CAD User printer for hard copy Special can view current Water Corporation print aquaDRAW user CAD drawing file in Logon into aquaDRAW: or aquaDRAW search for required External Designer with drawing aquaDRAW access Provided drawing is Download or send to scanned, DMS user can plotter or printer for view image of current hard copy print * The terminology ‘External Designer’ can mean External Consultant or Contractor. drawing in aquaDRAW
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Design Standard DS 80 WCX CAD Standard
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.
Water Corporation Water Corporation (incl. Regions) Project Manager / Design Design Manager / Water Corporation Manager / Planning Manager or External Designer* Planning Manager or Planset Administrator or CAD DSB Client Consultant requests Creates new drawing/s DSB Client Consultant User provides details to Planset Administrator or CAD in accordance with receives request from Project Manager / Design User to: DMS Procedure 8 External Designer* for register new Planset or Manager / Planning Manager new Planset or drawing reserve new drawing number/s or DSB Client Consultant number in existing Planset within aquaDRAW
* The terminology External Designer can mean External Consultant or Contractor
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Design Standard DS 80 WCX CAD Standard DMS Procedure 7 - General revision of existing drawing by External Designer* 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 External Designer* / Drafting External Designer* / Drafting Water Corporation Resource Resource Water Corporation DMS Manager supplies CAD Drafter adds revision information to Requests CAD file/s for Project Manager / Design file/s to External Designer / next revision of CAD drawing file 'Revision' from WC Project Manager / Planning Manager or Drafting Resource (refer WCX Manual - Section Manager / WC Design DSB Client Consultant requests cc to Project Manager / 9.1.1.7), and generates an original Manager / WC Planning CAD file/s for 'Revision' from Design Manager / Planning sheet size hard copy print of each Manager or DSB Client DMS Manager Manager or DSB Client drawing for signing. When Consultant Consultant. Drawings are signed, runs DMSout Completes IDB 'Drawing routine. Transmittal Form'
Water Corporation Project Manager / Design Manager / External Designer* / Drafting Resource Planning Manager or DSB Client Submits drawing submission to WC Project Manager / WC Design Manager / WC Consultant sends External Planning Manager or DSB Client Consultant Designer's* drawing submission to Drawing submission shall include the following: DMS Manager for processing into 1. WCX CAD Standard compliant CAD drawing file aquaDRAW 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 file into aquaDRAW Scan and upload wet signed original sheet size hard copy print of above mentioned CAD drawing * The terminology External Designer can Complete IDB 'Drawing Transmittal mean External Consultant or Contractor Form' Water Corporation Complete IDB 'DMS Process Form' SIMG transfers information into FMS Notify Project Manager / Design Manager / Planning Manager or DSB Client Consultant that drawings are available in aquaDRAW. Send original hardcopy to SIMG if it contains relevant information.
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Design Standard DS 80 WCX CAD Standard
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 - aquaDRAW Note: Excludes Water & Wastewater Reticulation
External Designer* Water Corporation External Designer* Submits all of the following to WC Project Project Manager / Design Produces approved drawing Water Corporation Manager / WC Design Manager / WC Manager / Planning Manager DMS Manager arranges in AutoCAD or MicroStation Planning Manager or DSB Client Consultant or DSB Client Consultant format & runs DMSout CAD User to check-in
1. WCX CAD Standard compliant CAD sends External Designer's g
CAD drawing file into n routine in accordance with drawing file drawing submission to DMS i aquaDRAW w WCX CAD Standard a
2. Wet signed original sheet size hard copy . Manager for processing into r
d
print of above mentioned CAD drawing file aquaDRAW t
n
a
i
l
p
m
o
c
Water Corporation S
Return non WCX CAD Standard compliant drawing M
Project Manager / Design Manager / Planning D Manager / DSB Client Consultant or DMS Manager
Water Corporation DMS Manager arranges CAD User to - Scan and upload wet signed original sheet size hard copy print of above mentioned CAD drawing Complete IDB 'DMS Process Form' * The terminology External Designer can Notify Project Manager / Design Water Corporation mean External Consultant or Contractor Manager / Planning Manager or SIMG transfers information DSB Client Consultant that into FMS drawings are available in aquaDRAW. Send original hardcopy to SIMG if it contains relevant information.
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Design Standard DS 80 WCX CAD Standard DMS Procedure 9 - Preparation of 'As Constructed' drawing by Water Corporation This 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 - aquaDRAW Note: Excludes Water & Wastewater Reticulation External Designer* Water Corporation External Designer* Water Corporation Marks up hard copy print of drawing CAD User adds 'As Constructed' Supplies signed marked-up Signed marked-up hard showing 'As Constructed' information in information to next revision of CAD hard copy print of each copy print of each drawing red and signs and dates drawing to drawing file (refer WCX Manual - drawing to WC Project forwarded to WC CAD certify its accuracy Section 9.1.1.7)and generates an Manager / WC Design User Manager / WC Planning original sheet size hard copy print of Manager / DSB Client each drawing for signing Consultant or DMS Manager Water Corporation After checking and wet signing of drawing revision, CAD User runs DMSout routine and checks CAD drawing file into aquaDRAW
Water Corporation Water Corporation CAD User - Water Corporation DMS Manager - Sends wet signed original sheet CAD User Water Corporation uploads scanned image of print size hard copy print of above Emails SIMG (Spatial SIMG transfers information of CAD drawing file into mentioned CAD drawing file to Information Management into FMS aquaDRAW DMS Manager for scanning Group) with drawing list of uploads scanned image of Sends original marked-up signed relevant** 'As Constructed' original marked-up 'As hard copy print of each drawing to drawings Constructed' print into folder \\ Notifies Project Manager / * The terminology External Designer can DMS Manager for scanning mean External Consultant or Contractor. SVNTJT1-21\CDMS\Engimg\ Design Manager / Planning Original AsCon Markups\** Manager or DSB Client ** Typical location & file name example of DMS Manager destroys marked- 'As Constructed' scanned file Consultant that drawings are ...... \WAW\AA\AA99-001-002-03B.Tif up hard copy drawings and available in aquaDRAW. ** Relevant FMS (Facilities Mapping sends original print of relevant System) drawing/s includes any locality or ‘As Constructed’ drawings to site plans, general arrangements or layouts SIMG. showing 'As Constructed' Water Corporation assets, whether Wastewater, Water or Drainage related.
Ver 7 Rev 2 Page 83 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard DMS Procedure 10 - Preparation of 'As Constructed' drawing by External Designer* 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 - aquaDRAW Note: Excludes Water & Wastewater Reticulation External Designer* / Drafting Water Corporation Resource Project Manager / Design External Designer* / Drafter adds 'As Constructed' External Designer* External Designer* Manager / Planning information to next revision of Drafting Resource Manager or DSB Client Marks up hard copy print of Supplies signed Requests CAD file/s for CAD drawing file (refer WCX drawing showing 'As marked-up hard Consultant arranges DMS Manual - Section 9.1.1.7), and 'Revision' from WC Manager to send CAD file/s Constructed' information in red copy print of each Project Manager / WC generates an original sheet size and signs and dates drawing drawing to Drafting to External Designer* / hard copy print of each drawing Design Manager / WC Drafting Resource and to certify its accuracy** Resource** Planning Manager or for signing. When Drawings are complete IDB 'Drawing signed, runs DMSout routine. DSB Client Consultant Transmittal Form'
Water Corporation External Designer* / Drafting Resource Project Manager / Design Manager / Submits drawing submission to WC Project Manager / WC Design Manager / WC Planning Manager Planning Manager or DSB Client or DSB Client Consultant Consultant sends External Designer's* Drawing submission shall include the following: drawing submission to DMS Manager 1. WCX CAD Standard compliant CAD drawing file for processing into aquaDRAW 2. Wet signed original sheet size hard copy print of above mentioned CAD drawing file 3. Print of final accepted Design drawing showing ‘As Constructed’ information (marked-up in red)**
Water Corporation DMS Manager arranges CAD User to - * The terminology External Designer can Check-in CAD file into aquaDRAW mean External Consultant or Contractor Scan wet signed original sheet size Water Corporation ** Not applicable when desiger hard copy print and marked-up prepares drawings directly from digital DMS Manager arranges CAD User to- capture See Section 14.2 signed hard copy print** of above upload scanned image of print of mentioned CAD drawing. CAD drawing file into aquaDRAW *** Relevant FMS (Facilities Mapping Complete IDB 'Drawing Transmittal **upload scanned image of original System) drawing/s includes any locality or Water Corporation site plans, general arrangements or layouts Form' marked -up 'As Constructed' print into Complete IDB 'DMS Process Form' SIMG transfers information showing 'As Constructed' Water Corporation folder \\SVNTJT1-21\CDMS2\ assets, whether Wastewater, Water or into FMS Notify Project Manager / Design Engimg\Original AsCon Markups\**** Drainage related. Manager / Planning Manager or Send original print of relevant ‘As DSB Client Consultant that Constructed’ drawings to SIMG and **** Typical location & file name example of drawings are available in destroys marked-up hard copy 'As Constructed' scanned file ...... \WAW\AA\AA99-001-002-03B.Tif aquaDRAW. drawings. Email SIMG (Spatial Information Management Group) with drawing list of relevant FMS*** 'As Constructed' drawings
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DMS Procedure 11 - Preparation of new drawing by External Designer* using an existing Water Corporation CAD drawing as a template 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 External Designer* / Drafting External Designer* / Drafting DMS Manager supplies CAD Resource Water Corporation Resource file/s to External Designer / Requests CAD file/s for 'Copy' Project Manager / Design Drafter creates new drawing from Drafting Resource from WC Project Manager / Manager / Planning Manager or the CAD drawing file supplied, runs cc to Project Manager / WC Design Manager / WC DSB Client Consultant requests DMSout routine and generates an Design Manager / Planning Planning Manager or DSB CAD file/s for 'Copy' from DMS original sheet size hard copy print Manager or DSB Client Client Consultant Manager of each drawing for signing Consultant. Completes IDB 'Drawing Transmittal Form'
Water Corporation Project Manager / Design Manager / External Designer* / Drafting Resource Planning Manager or DSB Client Submits drawing submission to WC Project Manager / WC Design Manager / WC Consultant sends External Planning Manager or DSB Client Consultant Designer's* drawing submission to Drawing submission shall include the following: DMS Manager for processing into 1. WCX CAD Standard compliant CAD drawing file aquaDRAW 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 file into aquaDRAW Scan wet signed original sheet size hard copy print of above mentioned CAD drawing Complete IDB 'DMS Process Form' * The terminology External Designer can Notify Project Manager / Design Manager / mean External Consultant or Contractor Planning Manager or DSB Client Consultant Water Corporation that drawings are available in aquaDRAW. SIMG transfers information Email SIMG (Spatial Information Management into FMS Group) with drawing list of relevant FMS*** 'As Constructed' drawings Send original hardcopy of relevant drawings to SIMG
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Drawing Management System (DMS - aquaDRAW) – Groups & Functionality (The following table is a reference guide for users with aquaDRAW access only)
DMS DMS CAD CAD PLANSET DMS MANAGERS ADMINISTRATORS USERS USERS - SPECIAL ADMINISTRATORS BROWSERS Information search of progressing, Information search of progressing, Information search of progressing, Information search of progressing, Information search of progressing, Information search of progressing, current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled current and cancelled drawings. drawings. Image viewing of drawings. Image viewing of drawings. Image viewing of drawings. Image viewing of drawings. Image viewing of Image viewing of current and current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled cancelled scanned drawings. scanned drawings. Download and scanned drawings. Download and scanned drawings. Download and scanned drawings. Download and scanned drawings. Download and Download and printing of single printing of single or multiple printing of single or multiple printing of single or multiple printing of single or multiple printing of single or multiple or multiple images. Report on images. Report on Selection images. Report on Selection images. Report on Selection images. Report on Selection images. Report on Selection Selection functionality. functionality. Cut’n’Paste functionality. Cut’n’Paste functionality. Cut’n’Paste functionality. Cut’n’Paste functionality. Cut’n’Paste Cut’n’Paste Planset/drawing Planset/drawing listings Planset/drawing listings Planset/drawing listings Planset/drawing listings Planset/drawing listings listings Create new Planset/sheet/part Create new Planset/sheet/part Create new Planset/sheet/part View current, superseded and Create new Planset/sheet/part sheet. View current, superseded sheet. View current, superseded sheet. View current, superseded cancelled CAD drawings. sheet. View current, superseded and cancelled CAD drawings. and cancelled CAD drawings. and cancelled CAD drawings. and cancelled CAD drawings.
Check-out current drawings for Check-out current drawings for Check-out current drawings for Check-out current, superseded and Edit lines 3 and 4 in drawing revision and copy. Check-out revision and copy. Check-out revision and copy. Check-out cancelled CAD drawings for copy profile of progressing, current, superseded CAD drawings for superseded CAD drawings for superseded CAD drawings for only. superseded and cancelled copy. Check-in electronic copy. Check-in electronic copy. Check-in electronic drawings. Delete progressing
drawings. Edit lines 3 and 4 in drawings. Edit lines 3 and 4 in drawings. Edit lines 3 and 4 in drawings drawing profile of progressing, drawing profile of progressing, drawing profile of progressing, current, superseded and cancelled current, superseded and cancelled current, superseded and cancelled drawings Delete progressing drawings Delete progressing drawings Delete progressing drawings. drawings. drawings.
Library database management. Library database management. Modify DMS validation data. Modify DMS validation data Change Planset title lines 1 and 2. Change Planset title lines 1 and 2. Control access to drawings. Control access to drawings. Change Status of drawing to Change Status of drawing to ‘Cancelled’ from aquaDRAW ‘Cancelled’ from aquaDRAW menu. Mark ‘As Constructed’ menu. Mark ‘As Constructed’ drawings. 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.
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Ver 7 Rev 2 Page 87 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 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.
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Design Standard DS 80 WCX CAD Standard
11.1 Pipe Type Designations
TABLE 1 MILD STEEL PIPEWORK Pipeline Characteristic Example Notes or Comments Notation 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 Pipeline Characteristic Example Notes or Comments Notation 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) Pipeline Characteristic Example Notes or Comments Notation 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
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TABLE 4 PVC NON-PRESSURE PIPEWORK Pipeline Characteristic Example Notes or Comments Notation 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 Pipeline Characteristic Example Notes or Comments Notation 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 Pipeline Characteristic Example Notes or Comments Notation 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 Pipeline Characteristic Example Notes or Comments Notation 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 Glass reinforced plastics filament wound (e.g. Flowtite) GRP 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
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TABLE 8 ABS PRESSURE PIPEWORK Example Notes or Comments Pipeline Characteristic Notation 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 Example Notes or Comments Pipeline Characteristic Notation 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.
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11.2 Joint, Coating and Lining Designations
PART A: JOINTING SYSTEM ABBREVIATIONS Jointing System Description Example Notes or Comments Notation MILD STEEL PIPE Rubber ring jointed RRJ Rubber ring joint – also known as elastomeric seal joint (ESJ)
Rubber ring jointed with RRJ – e.g. Tyco Sintalok welded restraint WR 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 RRJ Natural rubber skid (or other) rings Flush Jointed IFJ In wall spigot & socket (flush) jointed >DN1800 POLYETHYLENE PIPE Mechanical compression MCJ PE pipe joint fittings to AS/NZS 4129 jointed 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 MCJ Cone type washer to Drawing BD62-8-31 jointed
PART B: COATING AND LINING ABBREVIATIONS Coating or Lining Material Example Notes or Comments Notation 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.
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11.3 Pipe Contents Abbreviations
WASTEWATER Notation WATER Notation CHEMICAL DOSING Notation Activated sludge AS Backwash outlet BWO Aluminium sulfate XAS4 (<5%) Digester gas DG Backwash recovery water BRW (Poly) Aluminium chloride XACL Excess activated EAS Backwash sludge (<5%) BSL Antiscalant ASC sludge 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 PAC Chlorine solution XCLS carbon Return activated RAS Garnet GAR Clean in Place solution CIP sludge Scrubber Liquor SL Pellets PEL Secondary effluent SE Resin RES Ethylene Dia-mine Tetra-Acetic XEDT Acid 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 XPPS solution 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)
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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 49 Extreme West]* ...... MGA94-49 MGA94 [Zone 50 West]* ...... MGA94-50 MGA94 [Zone 51 Centre]*...... MGA94-51 MGA94 [Zone 52 East]* ...... MGA94-52
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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 49 Extreme West]* ...... MGA94-49 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.
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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
Gas(A) Cadastral (B) Survey Control (C) Drainage (D) (E) Electrical Geology / General Topography (G) Irrigation (I) Road / Rail (R) (S)(Wastewater) Sewerage Telecommunications(T) (W) Water 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
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DESCRIPTION CODES
(T)
Gas(A)
Sewerage Sewerage
Water (W) Water
Irrigation (I)
Drainage (D)
Electrical (E) Electrical
Cadastral (B)
Road / Rail (R)
Topography (G)
(Wastewater) (S)(Wastewater)
Geology / General
Survey Control (C) Telecommunications
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
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ater) ater)
DESCRIPTION CODES
Gas(A) Cadastral (B) Survey Control (C) Drainage (D) (E) Electrical Geology / General Topography (G) Irrigation (I) Road / Rail (R) Sewerage (Wastew (S) Telecommunications(T) (W) Water 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
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DESCRIPTION CODES
Gas(A) Cadastral (B) Survey Control (C) Drainage (D) (E) Electrical Geology / General Topography (G) Irrigation (I) Road / Rail (R) Sewerage (S)(Wastewater) Telecommunications (T) (W) Water 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
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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:
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(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.
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• 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 • Any disconnections, cutting and capping and the like must be specifically stated on the ‘As Constructed’ drawing 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.
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• Status of redundant (not in use) Main Sewer i.e. removed or left in place. • Any disconnections, cutting and capping and the like must be specifically stated on the ‘As Constructed’ drawing 14.3.3 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.
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• 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.
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• 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.
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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 Planset title Line 1 Planset title Line 2 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 REGIONAL AUSTRALIND-EATON WATER SUPPLY HP92 SYSTEM AUSTRALIND-EATON WATER SUPPLY EATON SYSTEM HP93 BADGINGARRA WATER SUPPLY BADGINGARRA SYSTEM HP94 BINDOON-CHITTERING WATER SUPPLY BINDOON SYSTEM HP95 BINDOON-CHITTERING REGIONAL BINDOON-CHITTERING WATER SUPPLY HP96 SYSTEM 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 BRUNSWICK JUNCTION SYSTEM HQ08 WATER SUPPLY BRUNSWICK ROELANDS & BUREKUP BRUNSWICK JUNCTION REGIONAL HQ09 WATER SUPPLY SYSTEM BRUNSWICK ROELANDS & BUREKUP BUREKUP SYSTEM HQ10 WATER SUPPLY BRUNSWICK ROELANDS & BUREKUP ROELANDS SYSTEM HQ11 WATER SUPPLY BRUNSWICK ROELANDS & BUREKUP WOKALUP SYSTEM HQ12 WATER SUPPLY 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
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 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 REGIONAL DATHAGNOORARA WATER SUPPLY HQ27 SYSTEM 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 ARDATH SYSTEM HQ51 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BAKERS HILL SYSTEM HQ52 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BALLIDU SYSTEM HQ53 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BARBALIN SYSTEM HQ54 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BEACON SYSTEM HQ55 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BENCUBBIN SYSTEM HQ56 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BEVERLEY SYSTEM HQ57 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BINDI BINDI SYSTEM HQ58 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BODALLIN SYSTEM HQ59 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BRUCE ROCK SYSTEM HQ60 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BULLFINCH SYSTEM HQ61 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BUNTINE SYSTEM HQ62 SUPPLY GOLDFIELDS & AGRICULTURAL WATER BURRACOPPIN SYSTEM HQ63 SUPPLY GOLDFIELDS & AGRICULTURAL WATER CADOUX SYSTEM HQ64
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 No. SUPPLY GOLDFIELDS & AGRICULTURAL WATER CHIDLOW SYSTEM HQ65 SUPPLY GOLDFIELDS & AGRICULTURAL WATER CLACKLINE SYSTEM HQ66 SUPPLY GOLDFIELDS & AGRICULTURAL WATER CLEARY ROCKS SYSTEM HQ67 SUPPLY GOLDFIELDS & AGRICULTURAL WATER COOLGARDIE SYSTEM HQ68 SUPPLY GOLDFIELDS & AGRICULTURAL WATER CORRIGIN SYSTEM HQ69 SUPPLY GOLDFIELDS & AGRICULTURAL WATER CUNDERDIN SYSTEM HQ70 SUPPLY GOLDFIELDS & AGRICULTURAL WATER DALWALLINU SYSTEM HQ71 SUPPLY GOLDFIELDS & AGRICULTURAL WATER DOODLAKINE SYSTEM HQ72 SUPPLY GOLDFIELDS & AGRICULTURAL WATER DOWERIN SYSTEM HQ73 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - BG EXTENSION SYSTEM HQ74 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - BH EXTENSION SYSTEM HQ75 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - BP EXTENSION SYSTEM HQ76 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - CK EXTENSION SYSTEM HQ77 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - CS EXTENSION SYSTEM HQ78 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - GW EXTENSION SYSTEM HQ79 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - KN EXTENSION SYSTEM HQ80 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - KS EXTENSION SYSTEM HQ81 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - LD EXTENSION SYSTEM HQ82 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - MK EXTENSION SYSTEM HQ83 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - MN EXTENSION SYSTEM HQ84 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - MS EXTENSION SYSTEM HQ85 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - NK EXTENSION SYSTEM HQ86 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - SN EXTENSION SYSTEM HQ87 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - UA EXTENSION SYSTEM HQ88 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - UB EXTENSION SYSTEM HQ89 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - UC EXTENSION SYSTEM HQ90 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - UD EXTENSION SYSTEM HQ91 SUPPLY GOLDFIELDS & AGRICULTURAL WATER GAWS - MAIN CONDUIT SYSTEM HQ92 SUPPLY Ver 7 Rev 2 Page 109 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 No. GOLDFIELDS & AGRICULTURAL WATER GOOMALLING SYSTEM HQ93 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KALANNIE SYSTEM HQ94 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KALGOORLIE-BOULDER SYSTEM HQ95 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KAMBALDA SYSTEM HQ96 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KELLERBERRIN SYSTEM HQ97 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KNUNGARJIN SYSTEM HQ98 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KOOLYANOBBING SYSTEM HQ99 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KOORDA SYSTEM HR00 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KUNUNOPPIN SYSTEM HR01 SUPPLY GOLDFIELDS & AGRICULTURAL WATER KWOLYIN SYSTEM HR02 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MARVEL LOCH SYSTEM HR03 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MECKERING SYSTEM HR04 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MERREDIN SYSTEM HR05 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MILING SYSTEM HR06 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MINNIVALE SYSTEM HR07 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MOORINE ROCK SYSTEM HR08 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MUKINBUDIN SYSTEM HR09 SUPPLY GOLDFIELDS & AGRICULTURAL WATER MUNTADGIN SYSTEM HR10 SUPPLY GOLDFIELDS & AGRICULTURAL WATER NAREMBEEN SYSTEM HR11 SUPPLY GOLDFIELDS & AGRICULTURAL WATER NORSEMAN SYSTEM HR12 SUPPLY GOLDFIELDS & AGRICULTURAL WATER NORTHAM SYSTEM HR13 SUPPLY GOLDFIELDS & AGRICULTURAL WATER NUNGARIN SYSTEM HR14 SUPPLY GOLDFIELDS & AGRICULTURAL WATER PITHARA SYSTEM HR15 SUPPLY GOLDFIELDS & AGRICULTURAL WATER QUAIRADING SYSTEM HR16 SUPPLY GOLDFIELDS & AGRICULTURAL WATER SHACKLETON SYSTEM HR17 SUPPLY GOLDFIELDS & AGRICULTURAL WATER SOUTHERN CROSS SYSTEM HR18 SUPPLY GOLDFIELDS & AGRICULTURAL WATER TAMMIN SYSTEM HR19 SUPPLY GOLDFIELDS & AGRICULTURAL WATER TOODYAY SYSTEM HR20 SUPPLY GOLDFIELDS & AGRICULTURAL WATER TRAYNING SYSTEM HR21 Ver 7 Rev 2 Page 110 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 No. SUPPLY GOLDFIELDS & AGRICULTURAL WATER WADDOURING SYSTEM HR22 SUPPLY GOLDFIELDS & AGRICULTURAL WATER WARRALACKIN SYSTEM HR23 SUPPLY GOLDFIELDS & AGRICULTURAL WATER WESTONIA SYSTEM HR24 SUPPLY GOLDFIELDS & AGRICULTURAL WATER WONGAN HILLS SYSTEM HR25 SUPPLY GOLDFIELDS & AGRICULTURAL WATER WUBIN SYSTEM HR26 SUPPLY GOLDFIELDS & AGRICULTURAL WATER WUNDOWIE SYSTEM HR27 SUPPLY GOLDFIELDS & AGRICULTURAL WATER WYALKATCHEM SYSTEM HR28 SUPPLY GOLDFIELDS & AGRICULTURAL WATER YORK SYSTEM HR29 SUPPLY 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 BOTTLE CREEK-PINWERNYING GREAT SOUTHERN TOWNS WATER SUPPLY HR42 SYSTEM 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
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 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 BALINGUP SYSTEM HR73 SUPPLY GREENBUSHES & BALINGUP WATER GREENBUSHES SYSTEM HR74 SUPPLY GREENBUSHES & BALINGUP WATER GREENBUSHES-BALINGUP HR75 SUPPLY REGIONAL SYSTEM 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 REGIONAL KIRUP-MULLALYUP WATER SUPPLY HR87 SYSTEM 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 DOWER STREET HIGH LEVEL MANDURAH/PINJARRA WATER SUPPLY HS07 SYSTEM FREMANTLE ROAD HIGH LEVEL MANDURAH/PINJARRA WATER SUPPLY HS08 SYSTEM 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
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 No. MARGARET RIVER WATER SUPPLY MARGARET RIVER SYSTEM HS18 MARGARET RIVER REGIONAL MARGARET RIVER WATER SUPPLY HS19 SYSTEM MEEKATHARRA WATER SUPPLY MEEKATHARRA SYSTEM HS20 MENZIES WATER SUPPLY MENZIES SYSTEM HS21 METROPOLITAN WATER SUPPLY ARALUEN HIGH LEVEL SYSTEM HS22 ARMADALE-KELMSCOTT LOWER METROPOLITAN WATER SUPPLY HS23 GRAVITY SYSTEM ARMADALE-KELMSCOTT UPPER METROPOLITAN WATER SUPPLY HS24 GRAVITY SYSTEM METROPOLITAN WATER SUPPLY ARMADALE HIGH LEVEL SYSTEM HS25 BARRAGOON GROUND WATER METROPOLITAN WATER SUPPLY HS26 SYSTEM METROPOLITAN WATER SUPPLY BEDFORDALE HIGH LEVEL SYSTEM HS27 BICKLEY-CARMEL HIGH LEVELS METROPOLITAN WATER SUPPLY HS28 SYSTEM METROPOLITAN WATER SUPPLY BOLD PARK GRAVITY SYSTEM HS29 METROPOLITAN WATER SUPPLY BRIGADOON SYSTEM HS30 METROPOLITAN WATER SUPPLY BRUNSWICK DAM SYSTEM HS31 BUCKLAND HILL GRAVITY (WEST METROPOLITAN WATER SUPPLY HS32 MELVILLE) SYSTEM 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 CANNING VALE - GOSNELLS METROPOLITAN WATER SUPPLY HS37 GRAVITY SYSTEM 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 DANDALUP (KARNUP-DANDALUP) METROPOLITAN WATER SUPPLY HS43 GROUND WATER SYSTEM METROPOLITAN WATER SUPPLY DOUBLEVIEW HIGH LEVEL SYSTEM HS44 METROPOLITAN WATER SUPPLY EAST NEERABUP SYSTEM HS45 EAST YOKINE-MORLEY GRAVITY METROPOLITAN WATER SUPPLY HS46 SYSTEM METROPOLITAN WATER SUPPLY EGLINTON GROUND WATER SYSTEM HS47 METROPOLITAN WATER SUPPLY FOOTHILLS GRAVITY SYSTEM HS48 FORRESTFIELD - CRYSTAL BROOK METROPOLITAN WATER SUPPLY HS49 HIGH LEVEL SYSTEM METROPOLITAN WATER SUPPLY FREMANTLE HIGH LEVEL SYSTEM HS50 METROPOLITAN WATER SUPPLY GINGIN GROUND WATER SYSTEM HS51 GNANGARA (ELLEN BROOK) WATER METROPOLITAN WATER SUPPLY HS52 SUPPLY SYSTEM GOSNELLS-RIVERTON GRAVITY METROPOLITAN WATER SUPPLY HS53 SYSTEM METROPOLITAN WATER SUPPLY GOSNELLS HIGH LEVEL SYSTEM HS54 GREENMOUNT-DARLINGTON HIGH METROPOLITAN WATER SUPPLY HS55 LEVEL SYSTEM 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
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 No. METROPOLITAN WATER SUPPLY HERNE HILL HIGH LEVEL SYSTEM HS61 METROPOLITAN WATER SUPPLY INDEPENDENT ARTESIANS SYSTEM HS62 IWSS BULK WATER TRANSFER METROPOLITAN WATER SUPPLY HS63 SYSTEM JANDAKOT GROUND WATER METROPOLITAN WATER SUPPLY HS64 SYSTEM JANE AND SUSANNAH BROOK DAM METROPOLITAN WATER SUPPLY HS65 SYSTEM JARRAHDALE TOWN SUPPLY METROPOLITAN WATER SUPPLY HS66 SYSTEM METROPOLITAN WATER SUPPLY JOONDALUP HIGH LEVEL SYSTEM HS67 KALAMUNDA-LESMURDIE HIGH METROPOLITAN WATER SUPPLY HS68 LEVEL SYSTEM METROPOLITAN WATER SUPPLY KARNUP GRAVITY SYSTEM HS69 METROPOLITAN WATER SUPPLY KARNUP HIGH LEVEL SYSTEM HS70 METROPOLITAN WATER SUPPLY KELMSCOTT HIGH LEVEL SYSTEM HS71 KEWDALE - SOUTH PERTH GRAVITY METROPOLITAN WATER SUPPLY HS72 SYSTEM 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 MELVILLE-RIVERTON GRAVITY METROPOLITAN WATER SUPPLY HS78 SYSTEM METROPOLITAN WATER SUPPLY MELVILLE HIGH LEVEL SYSTEM HS79 METROPOLITAN WATER SUPPLY MINDARIE HIGH LEVEL SYSTEM HS80 METROPOLITAN WATER SUPPLY MIRRABOOKA GRAVITY SYSTEM HS81 MIRRABOOKA GROUND WATER METROPOLITAN WATER SUPPLY HS82 SYSTEM 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 MOUNT HAWTHORN GRAVITY METROPOLITAN WATER SUPPLY HS87 SYSTEM MOUNT HAWTHORN HIGH LEVEL METROPOLITAN WATER SUPPLY HS88 SYSTEM METROPOLITAN WATER SUPPLY MOUNT HELENA SYSTEM HS89 METROPOLITAN WATER SUPPLY MUNDARING-DARLINGTON SYSTEM HS90 MUNDARING WEIR & LOWER HELENA METROPOLITAN WATER SUPPLY HS91 SYSTEM METROPOLITAN WATER SUPPLY MUNDIJONG GRAVITY SYSTEM HS92 NEERABUP GROUND WATER METROPOLITAN WATER SUPPLY HS93 SYSTEM 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 NORTH SCARBOROUGH- KARRINYUP METROPOLITAN WATER SUPPLY HS98 HIGH LEVEL SYSTEM NORTHERN YARRAGADEE GROUND METROPOLITAN WATER SUPPLY HS99 WATER SYSTEM METROPOLITAN WATER SUPPLY NOWERGUP GRAVITY SYSTEM HT00 METROPOLITAN WATER SUPPLY NOWERGUP HIGH LEVEL SYSTEM HT01 METROPOLITAN WATER SUPPLY ORANGE GROVE HIGH LEVEL HT02
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 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 SERPENTINE TOWN SUPPLY METROPOLITAN WATER SUPPLY HT09 SYSTEM METROPOLITAN WATER SUPPLY SOUTH DANDALUP DAM SYSTEM HT10 SOUTH WEST YARRAGADEE METROPOLITAN WATER SUPPLY HT11 GROUND WATER SYSTEM 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 THOMSONS LAKE HIGH LEVEL METROPOLITAN WATER SUPPLY HT16 SYSTEM 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 WANNEROO-PINJAR GROUND METROPOLITAN WATER SUPPLY HT21 WATER SYSTEM WELLINGTON-HARRIS PUMPBACK METROPOLITAN WATER SUPPLY HT22 SYSTEM WEMBLEY DOWNS HIGH LEVEL METROPOLITAN WATER SUPPLY HT23 SYSTEM METROPOLITAN WATER SUPPLY WEST MELVILLE GRAVITY SYSTEM HT24 METROPOLITAN WATER SUPPLY WEST PERTH HIGH LEVEL SYSTEM HT25 WEST YOKINE-HAMERSLEY GRAVITY METROPOLITAN WATER SUPPLY HT26 SYSTEM 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 PEPPERMINT GROVE (BEACH) HT47 SUPPLY SYSTEM PORT HEDLAND WATER SUPPLY PORT HEDLAND SYSTEM HT48 PORT HEDLAND WATER SUPPLY PORT HEDLAND REGIONAL SYSTEM HT49
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Design Standard DS 80 WCX CAD Standard
Scheme Name Planning Area (or System) Name
Planset Planset title Line 1 Planset title Line 2 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 DOOKANOOKA/THREE THREE SPRINGS WATER SUPPLY HT58 SPRINGS/WOMARDEN SYSTEM 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 GROUND WATER TWO ROCKS WATER SUPPLY HT63 SYSTEM VARLEY WATER SUPPLY VARLEY SYSTEM HT64 WALPOLE WATER SUPPLY WALPOLE SYSTEM HT65 WAROONA-HAMEL WATER SUPPLY WAROONA SYSTEM HT66 WARREN BLACKWOOD REGIONAL WATER MILLSTREAM DAM TO BOYUP BROOK HQ03 SUPPLY SCHEME WARREN BLACKWOOD REGIONAL WATER NANNUP BORE TO MILLSTREAM DAM HQ04 SUPPLY SCHEME WARREN BLACKWOOD REGIONAL WATER MILLSTREAM DAM TO KIRRUP HQ05 SUPPLY SCHEME 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 MAITLAND RIVER GROUND WATER WEST PILBARA WATER SUPPLY HT72 SYS MILLSTREAM GROUND WATER WEST PILBARA WATER SUPPLY HT73 SYSTEM 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
Ver 7 Rev 2 Page 116 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 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.
Ver 7 Rev 2 Page 117 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 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.
Ver 7 Rev 2 Page 118 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard
Ver 7 Rev 2 Page 119 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard
Ver 7 Rev 2 Page 120 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard
Ver 7 Rev 2 Page 121 of 122 © Copyright Water Corporation 1996-2015
Design Standard DS 80 WCX CAD Standard
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Ver 7 Rev 2 Page 122 of 122 © Copyright Water Corporation 1996-2015