cad - hastings council

Contract No. CAD STANDARDS & SPECIFICATIONS

HASTINGS COUNCIL of 55 AUS-SPEC-1 D15 - CAD Specifications Hastings 2003 Edition Rev 0.doc September 2004 (Copyright)

DEVELOPMENT DESIGN SPECIFICATION

D15

CAD SPECIFICATIONS

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HASTINGS COUNCIL AUS-SPEC-1 D15 - CAD Specifications Hastings 2003 Edition Rev 0.doc September 2004 (Copyright)

Amendment Record for this Specification Part

This Specification is Council’s edition of the AUS-SPEC generic specification part and includes Council’s primary amendments.

Details are provided below outlining the clauses amended from the Council edition of this AUS-SPEC Specification Part. The clause numbering and context of each clause are preserved. New clauses are added towards the rear of the specification part as special requirements clauses. Project specific additional script is shown in the specification as italic font.

The amendment code indicated below is ‘A’ for additional script ‘M’ for modification to script and ‘O’ for omission of script. An additional code ‘P’ is included when the amendment is project specific.

Amendment Sequence No.

Key Topic addressed in amendment Clause No.

Amendment Code

Author Initials

Amendment Date

0 Customisation for Hastings Council Local Government Area

All OAM HC 02/09/03



CONTENTS CLAUSE PAGE

DEVELOPMENT DESIGN SPECIFICATION D15 ....................................................................2

D15.01 SCOPE............................................................................................................................................. 2

D15.02 OBJECTIVES................................................................................................................................... 2

D15.03 REFERENCE AND SOURCE DOCUMENTS................................................................................ 3

D15.04 GENERAL DRAFTING REQUIREMENTS..................................................................................... 5

D15.05 RECORDS ....................................................................................................................................... 7

D15.06 LAYER SYSTEM ............................................................................................................................. 8

D15.07 TEXT ................................................................................................................................................ 9

D15.08 DIMENSIONS ................................................................................................................................ 11

D15.09 BLOCKS......................................................................................................................................... 12

D15.10 PLOTTING ..................................................................................................................................... 13

D15.11 PROJECT/DRAWING FINALISATON.......................................................................................... 13

D15.12 DESIGNERS QUALIFICATIONS.................................................................................................. 14

D15.13 CERTIFICATION AND CHECKLISTS.......................................................................................... 14 APPENDICES D15-A DRAWING REGISTRATION AND ELECTRONIC FILE NAMES D15-B LAYERING STANDARDS AND SCHEDULE D15-C TEXT STANDARDS D15-D DIMENSION VARIABLES D15-E APPLICATION OF PAPER SPACE AND MODEL SPACE D15-F LIST OF STANDARD BLOCKS D15-G LIST OF STANDARD BLOCKS WITH ATTRIBUTES D15-H STANDARD BORDERS AND TITLE BLOCKS D15-J PLOTTING PROCEDURE D15-K SAMPLE DRAWINGS D15-L SPECIFICATIONS FOR EXTERNAL SERVICE PROVIDERS AND WORK AS-EXECUTED PLANS

CAD STANDARDS & SPECIFICATIONS Contract No.


DEVELOPMENT DESIGN SPECIFICATION D15 CAD STANDARDS & SPECIFICATIONS

GENERAL

D15.01 SCOPE

1. This specification sets out the requirements for the preparation and submission of CAD (Computer Aided Drawing) plans to Hastings Council. The requirements shall be applicable to all drafting work whether undertaken by Council, the Developer, the Developer’s Project Manager, Consultant or a Sub-consultant.

CAD (Computer Aided Drawing)

2. This specification shall apply to all CAD plans that are to be submitted to Hastings Council, including, but not limited to: work-as-executed plans; out sourced design plans; and development applications.

3. The requirements of the Engineering Design Specifications are a prerequisite to CAD Standards and Specification provided in this document. Prerequisite

D15.02 OBJECTIVES

1. The intent of this specification is to stipulate a standardised system for all plans that are submitted to Hastings Council.

Standardisation

2. Drafting of design drawings shall be definitive. Setting out in both the electronic presentation and on the hard copy drawings produced, shall be undertaken in such a way as to ensure that the design concepts for the project can be clearly understood, specified for construction and satisfactorily built.

Design Presentation

3. The information shown on the drawings shall be logically collected on discrete layers. Illogical and onerous grouping of information on the drawings shall be avoided. Properties of drawing entities shall be so formulated such that drawings do not rely on colour printing or colour wash to impart information. Drawings shall be on Hastings Council A1 size sheets and shall be suitable for black and white printing, copying and photo reduction to A3 paper size without loss of clarity.

Electronic Drawing Formulation

4. It is also an objective to develop a system of documentation of all the plans relevant to the upkeep of Council's assets management systems. Documentation



D15.03 REFERENCE AND SOURCE DOCUMENTS

All drawings shall comply to the current relevant Australian drawing standards and the Council Specifications as listed below:

(a) Council Specifications

Construction Specifications CQS - Quality System Requirements CQC - Quality Control Requirements C101 - General C211 - Control of Erosion and Sedimentation C220 - Stormwater Drainage - General C221 - Pipe Drainage C222 - Precast Box Culvert C223 - Drainage Structures C224 - Open Drains including Kerb & Gutter C230 - Subsurface Drainage - General C231 - Subsoil and Foundation Drains C232 - Pavement Drains C233 - Drainage Mats C242 - Flexible Pavements C244 - Sprayed Bituminous Surfacing C245 - Asphaltic Concrete C247 - Mass Concrete Sub-base C248 - Plain or Reinforced Concrete Base C254 - Segmental Paving C262 - Signposting C263 - Guide Posts C264 - Guard fence C273 - Landscaping C401 - Water Reticulation C402 - Sewerage System Design Specifications DQS - Quality Assurance Requirements for Design D1 - Geometric Road Design D2 - Pavement Design D3 - Civil Structures, Temporary Works and Bridge Design D4 - Subsurface Drainage Design D5 - Stormwater Drainage Design D6 - Site Regrading D7 - Stormwater Management D8 - Waterfront Development D9 - Cycleway and Pathway Design D10 - Bushfire Protection D11 - Water Reticulation D12 - Sewerage System D13 - Land and Streetscape Design D14 - Work as Executed Plans D15 - CAD Requirements

(b) Australian Standards AS 1100 - Technical Drawing - General Principles AS 1101 - Graphic Symbols For General Engineering

AS 3883-1991 - Computer Graphics-Computer Aided Design (CAD)-Guide for structuring of computer graphic information

AS 13567-1999 – Technical Product Documentation-Organising and naming of layers for CAD



ISO 128 – Technical Drawings – General principles of presentation ISO 129 – Technical Drawings – Dimensioning – General Principals, definitions,

methods of execution and special indications. ISO/TR 10127 – Computer-Aided Design (CAD Technique – Use of computers for

the preparation of construction drawings.

(c) Statutes and Regulations Sections 412,413 & 428 - NSW Local Government Act – 1993

(d) Referenced documents.

• Port Waratah Coal Services Limited – Specifications for the Supply of Technical Drafting and Documentation to PWCS (Second Edition)

• Transfield Bouyges Joint Venture – New Southern Railway Airport Link CADD Manual

• Hunter Water Corporation Limited – Standard Technical Specification for Preparation of Civil, Mechanical and Electrical Engineering Drawings.

• Mimaka Pty Ltd – CADCKECK for windows software. • Sydney Water – Sewer Design Manual • Clark Engineering Consultants

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D15.04 GENERAL DRAFTING REQUIREMENTS

1. Refer to Quality Assurance Requirements For Design (DQS) Part DQS.05 of the AUS-SPEC#1 Design Specifications. QA

2. The model shall be drawn at 1:1 scale with 1 drawing unit equal to 1 meter. (Note: this is contrary to Autocad drafting procedure where 1 unit = 1 millimetre). Scale

3. Coordinate systems shall be maintained right throughout the drawings. All works shall be provided on the MGA coordinate system within the model space. i.e. Orientation to north and at true scale. Plans must not be scaled to the coordinate system. Note: Engineering surveys are generally performed on the basis of a flat-plane, over large areas adjustments in accordance with standard survey practice is required to account for the curvature of the earth, this can be accomplished by converting the data to a geocentric coordinate system such as MGA.

Coordinates

4. The adopted datum for all plans shall be Australian Height Datum (AHD). Datum

5. All plans shall be submitted using the Hastings Council supplied A1 Standard Title Block. The Title block shall be used in Paper Space only, with the Model referenced using viewports at an appropriate scale as per Appendix D15- E

Title block

3. Different views of the same object shall line-up to show the relationship between them. (See below). Use projection lines to assist this process. Views

Figure D15.1 Object Views

6. If any extractions from the model are drawn as blow-up details, for such purposes the drawing scale shall be noted with the extraction.

Blow-up Details

7. All connecting entities (i.e. lines, circles, etc.) must meet mathematically exact. To achieve the objective, always use object snap when editing/drawing linework to ensure that endpoints of connecting entities meet exactly.

Linework

4. Graphical exactness will be achieved by always using object snap when editing/drawing line work. This will ensure that endpoints of connecting entitles (i.e. lines, circles, etc) meet mathematically exactly.

Graphical Exactness



CORRECT INCORREC T INCORREC T

Figure D15.2 Graphical Exactness

8. Drawings shall contain standard notes appropriate to the field of engineering covered by the drawing. These notes shall specify the Australian Standard codes, Council Standards & Specifications by which the work concerned must conform to.

9. Non-standard notes defining specific aspects of the work(s) shall be included, where appropriate, on the recommendation and/or approval of the certifying designer.

Notes

10. Each drawing shall display an appropriate scale bar. Scale Bar

11. Drawings containing a Location or Site Plan shall contain a North Symbol adjacent to the site Plan. The orientation of blow-up details shall also be marked appropriately to assist with site set out and to enhance the checking process.

North Symbol

12. Drawings shall contain a standard or modified Legend. Legend

13. Section Symbols given in the Standard block shall be used for marking section detail locations. Refer to Appendix D15- F.

Section Symbols

14. There shall be only one drawing sheet per Layout. Different layouts can be used for different drawing sheets either for smaller projects or where sheets are referring to the same model. However, drawing file size shall be kept in consideration and extremely large file sizes shall be avoided. Under such circumstances, information shall be split on 2 or more files and XREF shall be used for cumulating the information. Layouts are to be numbered according to sheet number.

Drawing Sheet



D15.05 RECORDS

1. Refer to Quality Assurance Requirements For Design (DQS) Part DQS.07 of the AUS SPEC#1 Design Specifications.

AUS-SPEC

2. All drawings shall conform to the Drawing Registration and Electronic File Naming conventions developed in Appendix D15- A. Both the Drawing Registration Number and Electronic file name shall be documented on the drawing in the title block at the allocated space.

Drawing Registration & Electronic File Name

3. In Hastings Standard title block all attributes shall be completed. Title Block

4. An appropriate description like “Preliminary Drawing”, “Draft”, “Advance Copy”, “Tender Drawing, “Construction Drawing”, etc. shall be filled-in on each sheet, to reflect the status of the drawing set.

Status

5. Clouding of drawing changes may be carried out for Construction Stage Revisions. All previous revision clouds and marks are to be removed when upgrading to the next revision. A brief description of the change is to be written on the description line relevant to the new issue. All revisions need to be approved and drawings need to be initialled in the relevant boxes by the appropriate authority. The revision descriptions should be specific. Statements like “Updated”, “Minor Changes”, “Issued for Review”, “Construction Issue” etc. shall not be used.

Clouding

6. A senior Design Technician or Engineer with appropriate tertiary qualifications must certify the drawings, following a thorough and independent check of all sheets in the drawings. A Drawing Check Report shall be prepared with sheet-by-sheet comments on all the drawings of any project. The report shall be signed and dated by the person undertaking the check. Without a thorough check being completed, a drawing shall have a status of “Preliminary” or “Draft”.

Quality Assurance

7. All drawings are to be saved in Autocad 2000 DXF format or later version on approval of council’s Principal Design Engineer.

Format

8. Drawings may be zipped on completion using AutoCAD’s E-transmit option to include all Dim Styles, Text styles etc. ZIP

9. Drawings are to be supplied in vector based format. Raster images may be inserted for Aerial Photos & Locality sketches or for digital photos. Raster images must not be used for general drawing information.

Vector / raster



D15.06 LAYER SYSTEM

1. The layers system shall be used. It is detailed and expanded in Appendix D15- B. All layering conventions shall conform to these requirements.

Layering Conventions

2. If a designer/draftsperson wishes to document something not identified within the layering system then one of the following may be adopted:

Consult with Council’s CAD Manager to decide whether a layer is required to be added to the standard Layering System or a non-standard layer is warranted. A non-standard layer may be warranted if the amount of information to be generated is greater than 2 megabytes.

OR

The information may be drawn in the appropriate GENERAL layer category. E.g. Lines in LINES<Thickness><Linestyle>, Text in TEXT<Textheight> and hatching in HATCH.

Non Standard Layers

3. Entities shall not be placed on the Layer 0 (zero) or the DEFPOINTS layer. Layer 0 may only be used when making standard blocks. ‘README’ shall be Hastings D15 special Layer, reserved for documentation of all the deviation from the standards in the drawing.

Special Layers

4. Line types, Fonts, Text heights, and associated colour shall not be changed by the entity i.e. Entity characteristics shall be retained “BYLAYER” for all those layers where these properties have been predefined. If necessary to have specific entity properties then appropriate general purpose layers or layers with no predefined characteristics shall be used for drafting.

Non Standard Entity Properties

5. All non-standard aspects of the drawing shall be documented on the “Readme” Layer.

Non-standard Aspects

6. XREF’s may be used to combine large amounts of information to enable consistent updates throughout a plan set. XREF

7. Freeze/Thaw shall be used to control a layers visibility within a drawing (or view port). A layer that is not required to be displayed in a drawing is to be frozen. (This is a useful way to permeantly control the display of x referenced drawings within the current drawing)

Freeze/Thaw

8. On/Off Shall be used to hide a layer temporally for drafting purposes only. All layers are to be turned on for saving a drawing or for plotting. On/Off



D15.07 TEXT

1. The font, unless otherwise approved shall be Arial Narrow. The standard width factor shall be 1.0. Alternative fonts have been used in the Title Block for clarity. Font

2. All text shall comply with the requirements as expanded in Appendix D15- C. General Requirements

3. Specific text and dimensions shall be drawn in model space. Only text tables (set out), titles or title block information is to be located in paper space.

Model / Paper Space

4. All general text in the drawing shall be horizontal to the drawing sheet.

5. For documentation and editing of long text scripts, the Mtext command shall be preferred to the Text command. Mtext

6. Place a space between a numeral and the unit name or abbreviation to which it refers to (i.e. 20 mm) Spacing

7. A space shall not be used between a degree symbol and the unit name (i.e. 27oF or 50o25’30”).

8. Spaces shall not be used before and after slash (/) e.g. km/hr.

9. Do not cross lines with text, if unavoidable use text mask for clarity. Line Crossing

D IA . 1 0 0 m m D IA . 10 0 m m D IA . 1 0 0 m m D IA . 1 0 0 m m

C O R R E C T IN C O R R E C T IN C O R R E C TC O R R E C T

Figure D15.3 Text Location



Figure D15.4 Text Spacing



D15.08 DIMENSIONS

1. Settings established in the prototype file shall be used at all times. The appropriate standard dimension style shall be used based on type and scale of drawing. Use of any different styles/values shall require the approval of Council’s CAD Manager. For details of the different dimension variable settings, refer to Appendix D15- D.

Dimension Style

2. The following paragraphs give an overview of the general dimensioning conventions to be used.

Dimensioning Conventions

All dimensions shall match the objects they describe. Use associative dimensioning as default.

When a dimension is shown as a primary figure with plus and minus figures also noted, the object lines shall be drawn to the primary dimension.

When limit type dimensions are used, the object lines shall be drawn to the average of the two limits shown.

Dimension text to be placed parallel to the Dimension.

SI Units shall be used for measurement abbreviations

10. All call outs shall comply with following limitations. Call-Outs

11. Use leaders for all call-outs

12. All call-outs (Leader Lines) shall touch the object(s) being indicated except where the proximity of the arrowhead may compromise clarity.

C O R R E C T I N C O R R E C T I N C O R R E C T

Figure D15.5 Dimension Arrows

Leader lines that cross the dimension line shall be broken.

Figure D15.6 Leader Lines



D15.09 BLOCKS

1. Blocks shall be employed for standard details. A list of current standard blocks are located in Appendix D15- F.

Standard Blocks

2. If standard blocks are needed where all entities would be on the same layer then they shall be created on layer 0 with a colour and linetype “By Layer”, so that they adopt the colour and linetype of the current layer when they are inserted. Exceptions to this rule would be blocks created and inserted on layer “Symbols” and more complex blocks requiring many different linetypes.

Requirements for Block Creation

3. Unless different sizes are specifically required, blocks shall be inserted at the same scale every time they are used. Symbols such as donuts, arrowheads, and call-out bubbles shall have uniform size, shape & function. This applies to all aspects of the drawing

Insertion Scale

4. Unless approved, inserting blocks with different X & Y scales is not permitted. Scale Distortion

5. An up-to-date list of Blocks with Attributes is shown in Appendix D15- G along with its fields.

Scale Distortion

6. All drawings shall have a reference to appropriate standard Border based on the drawing size, comprising of two Standard Blocks. The first block includes all the information on the Title that remains unchanged. The second block includes the information specific to a drawing. Current standard drawing borders are included in Appendix D15- H. All information is to be filled in in the provided Title Block.

Standard Borders and Standard Title Block



D15.10 PLOTTING

1. Plotting shall use Hastings standard CTB file(s), featuring the main drawing printed in black with colour only used for hatch patterns or minor background detail. A detailed plotting procedure is included in Appendix D15- J.

Plotting Procedure

D15.11 PROJECT/DRAWING FINALISATON

1. On completion of a drawing it shall be set as follows:

Save drawing at “ZOOM EXTENTS” in Paper space. Purge drawing of un-referenced blocks upon final completion. Turn off “GRID”. Turn on “UCS Icon”. All layers to be turned on, except for CONST, NOTES README and

VPORT Layers. Final drawings should have all xref’s bound. Leave the drawing with variables set as listed in Appendix D15- X.

Final Settings



D15.12 DESIGNERS QUALIFICATIONS

1. Refer to Quality Assurance Requirements For Design (DQS) Part DQS.06 of the AUS-SPEC#1 Design Specifications.

D15.13 CERTIFICATION AND CHECKLISTS

1. The Developer, responsible Council Officer or Contract Supervisor shall submit Design and Work-as-Executed plans to Council’s General Manager for acceptance. Each set of plans shall be accompanied by a Certification Report that will be signed by the Developers Consultant, responsible Council Officer or Contract Supervisor. The Certification Report will comprise the certificate and check lists set out in Annexure DQS-A of the Quality Assurance Requirements For Design (DQS) of the AUS-SPEC#1 Design Specification.

Check List

2. For quality assurance purposes, a checklist must be filled in and accordingly a quality assurance certificate issued confirming that the drawing is fully conforming to DQS-Quality Assurance of Engineering Design, Hastings.

Quality Assurance

2. The final drawing may be checked against the Prototype drawing using AutoCAD’s Batch Standards Checker. DXF Files should be checked for correct use of colours, layers, line types and text using the cad check utility as supplied by Hastings Council.

Electronic checking



D15.14 AUTOCAD INFORMATION For AutoCAD commands such as “Blocks, Attributes, External References and ATTDEF command”, refer to the Help file or AutoCAD manual for an explanation of their specific use.

Variable Setting

ATTDIA 1

CMDDIA 1

FILEDIA 1

FILLMODE 1

GRIPS 1

HIGHLIGHT 1 Table D15. Autocad settings



APPENDIX D15- A

DRAWING REGISTRATION NUMBERS AND ELECTRONIC FILE NAMES

D15.A.C.1 DRAWING REGISTRATION NUMBER Drawing Registration Number shall only be allocated by the Hastings Council Document Controller/CADD Manager. The Drawing Registration Number shall be made up of the following parts

1. The design discipline responsible for the document 2. The Location of the project / Job. 3. A unique project/job number. (Supplied by council) 4. A unique sequential drawing sheet number within a project 5. A unique revision number 6. A suffix for Work as executed plans

The drawing registration number of a drawing shall consist of 8 characters, whereas the revision status shall take additional 2 characters. e.g. Drawing Number Revision

Discipline Location Plan Sheet Design Construction WAX Number

RU - PM8 - 058 - 06 - 11 OR C -WAX

Discipline (2 Character) Refer to Discipline list, Appendix D15- A/2

Location (3 characters) Refer to Location list, Appendix D15- A/2 Number (3 digits) 001 to 999

001 to 500 These numbers will be reserved for the plans/designs prepared by the Hastings Council.

501 to 999 These numbers will be reserved for the plans/designs

prepared by other Service providers.

Drawing Number (2 digits) 01 to 99

Each drawing sheet shall have a unique number. Where there are more than one sheets of a particular type of drawing (e.g. 5 sheets of Plan & Long section of a road project) additional information like 1 of 5 may be added in the Title Block.

Revision Number (2 digits + 1 character)



00 to 99 Numbers to be used for Design Stage. 00 to be the first issue. A to Z Letters to be used for Construction Stage.

WAX (3 character) WAX (To distinguish Work as executed plans from design plans)

EXAMPLE

RU-PM8-058-01.C

RU indicates the discipline (RU – Roads Urban)

PM8 indicates the locality

058 indicates the plan number

01 indicates the sheet number

C indicates construction stage revision number

D15.A.C.2 Electronic File Name Electronic file names of the registered drawings shall comprise TEN characters and shall be identical to their registration numbers, with the exception that there will be no hyphens in between different parts of the registration number. e.g.

Character 1-2 Discipline, Character 2-5 Location of project Character 6-8 Project Number Character 9&10 Unique sheet number. (for more than one sheet per drawing

use “–“ eg: RUPM80502-05.dwg for sheets 2 to 5) RUPM805801.DWG

The three characters of the filename extension shall be used to store all revisions of the drawings. DWG extension shall always represent the latest version. For older/superseded versions, first two characters of the extension shall reflect the design version, whereas third character of extension shall indicate the construction stage version. Latest version may also be saved in a similar fashion as a duplicate copy. –WAX is to be inserted as a suffix for all work as executed plans. e.g.

RUPM805801.C - WAX.dwg where after dot

REVISIONS 1, 2, 3 etc. for pre-construction review drawings A, B, C etc . for construction and as-built issues Do not use the letter O and the number “0” (Zero). -WAX for all work as executed plans


© Copying strictly prohibited D15 – Appendix D15- A/1 D15-A/1.1 Hastings Council December 2003

APPENDIX D15- A/1

PLAN FILING SYSTEM (Reference only: Plan File Name will be supplied by Hastings Council on request)

PROCEDURES FOR DATA ENTRY SURVEYS 1. Refer to the PLAN index to determine the Category of where to enter the data (For Surveys – SURV) Select the link to go to the data entry sheet. 2. Enter the required Data following the guidelines below Survey Location - eg. "SUR - PM6 - 001" SUR = Plan Index Category, PM6 = Area Reference, 001 = The next Number of the survey in the Area.

Note : A check must be made to ensure the most update survey number is used.

Surveyor - Name of Person or Company who carried out the Survey Survey Date - Completion Date of the survey. Comp. File - The Computer file reference of the survey data (Typically the Civilcad file name.) Plan No. - The Plan Number for which the survey is proposed for eg: RU - PM6 - 015 Location - General location of the survey eg. Urban Area (Port Macquarie,Laurieton etc.) Rural Dist. From nearest town or village. Description - The type and purpose of the survey eg. Stadia Survey for proposed road design. Road No. - The Road Number to which the area of the survey is applicable. Refer to the relevant sheet to obtain the Road Number eg. Roads Urban Port MacquaStreet / Road - The Street or Road name where the survey is carried out. From - For Urban Areas the nearest cross Street at the extent of the survey. For Rural areas Chainage from the Nearest Major Road intersection. To - For Urban Areas the next nearest Cross - Street at the extent of the Survey. For Rural Areas the End Chainage of the Survey. Waterway - For the Bridge/Culvert/Drainage Area of the survey eg. Stingray Creek. PROCEDURES FOR DATA ENTRY ALL PLANS OTHER THAN SURVEY 1. Refer to the PLAN index to determine the Category of where to enter the data Select the link to go to the data entry sheet. 2. Enter the required Data following the guidelines below Eg. For plans of Cycleways Select the link adjacent to "CYCLEWAYS" to go to the dataCODE - Enter the code for which the purpose of the Design or Plan applies eg. "CW for Cycleways, SP for Subdivisions Private, RU for Roads Urban etc." Plan Number - Enter the Area and the relevant Number of the Plan eg. KEN - 001 KEN = Area Reference to Kendall 001 = Design / Plan number 001 Council File No. - Enter the File number of correspondence related to the Design or Plan. eg. W.300.150.10.00.01 Location - General location of the plan eg.Urban Area (Port Macquarie) Rural Dist. From nearest town or village.(3.5Km from BDescription - The type and purpose of the Design or Plan. eg. Design of proposed footpath/Cycleway. eg. For New Subdivisions this is the Subdivision Name & the name of all roads in the S



NOTE: For New Roads the new road name and number must be entered in the Road RegisterRoad Number - Enter the Road Number where the design or Plan is located . eg. 7010 = Comboyne Street Street / Road - The Street or Road name where the survey is carried out. From - For Urban Areas the nearest cross Street at the extent of the survey. For Rural areas Chainage from the Nearest Major Road intersection. To - For Urban Areas the next nearest Cross - Street at the extent of the the Design. Rural Areas the End Chainage of the Design. Waterway - For the Bridge/Culvert/Drainage Area of the survey eg. Stingray Creek. Preliminary Plans - This is the issue date of the Preliminary Plans. Final Plans - This is the issue date of the Final Plans. Approved. - This is the issue date of the Design or Plans for purpose of construction or information.


© Copying strictly prohibited D15 – Appendix D15- C D15-C.1 Hastings Council December 2003

APPENDIX D15- A/2

PLAN CATEGORIES AND LOCATIONS

PLAN CATEGORIES PLAN CATEGORIES AA AIRPORT RU-LKD URBAN ROADS LKD (Lakewood) AS ARCHITECTURAL / STRUCTURAL RU-LON URBAN ROADS LON (Long Flat) BC BRIDGES RU-NHA URBAN ROADS NHA (North Haven) BF BUSHFIRE BRIGADE MAPS RU-WAU URBAN ROADS WAU (Wauchope) CC CEMETERIES RU-TEL URBAN ROADS TEL (Telegraph Point) CM CADASTRAL MAPS SC SUBDIVISION COUNCIL CP CAR PARKS / BOAT RAMPS SP SUBDIVISION PRIVATE CW CYCLEWAYS SP-PM1 SUBDIVISION PRIVATE PM01 DR DRAINAGE SP-PM2 SUBDIVISION PRIVATE PM02 FE FERRIES SP-PM3 SUBDIVISION PRIVATE PM03 FM FLOOD MAPS SP-PM4 SUBDIVISION PRIVATE PM04 FS FORESHORE / BEACH IMPROVEMENTS SP-PM5 SUBDIVISION PRIVATE PM05 HD HYDROGRAPHIC / DREDGING SP-PM6 SUBDIVISION PRIVATE PM06 MP MISCELLANEOUS PLANS SP-PM7 SUBDIVISION PRIVATE PM07 PR PARKS & GARDENS SP-PM8 SUBDIVISION PRIVATE PM08 PS PUBLIC SWIMMING POOLS SP-PM9 SUBDIVISION PRIVATE PM09 RR RURAL ROADS SP-PM10 SUBDIVISION PRIVATE PM10 RU URBAN ROADS SP-PM11 SUBDIVISION PRIVATE PM11

RU-PM1 URBAN ROADS PM01 SP-BEE SUBDIVISION PRIVATE BEE(Beechwood) RU-PM2 URBAN ROADS PM02 SP-BON SUBDIVISON PRIVATE BON (Bonnyhills) RU-PM3 URBAN ROADS PM03 SP-CAT SUBDIVISON PRIVATE CAT (Lake Cathie) RU-PM4 URBAN ROADS PM04 SP-COM SUBDIVISON PRIVATE COM (Comboyne ) RU-PM5 URBAN ROADS PM05 SP-DUN SUBDIVISON PRIVATE DUN (Dunbogan) RU-PM6 URBAN ROADS PM06 SP-HER SUBDIVISON PRIVATE HER (Herons Creek) RU-PM7 URBAN ROADS PM07 SP-KEN SUBDIVISON PRIVATE KEN (Kendall) RU-PM8 URBAN ROADS PM08 SP-KEW SUBDIVISON PRIVATE KEW (Kew) RU-PM9 URBAN ROADS PM09 SP-LAU SUBDIVISON PRIVATE LAU (Laurieton) RU-PM10 URBAN ROADS PM10 SP-LKD SUBDIVISON PRIVATE LKD (Lakewood) RU-PM11 URBAN ROADS PM11 SP-LON SUBDIVISON PRIVATE LON (Long Flat) RU-BEE URBAN ROADS BEE (Beechwood) SP-NHA SUBDIVISON PRIVATE NHA (North Haven) RU-BON URBAN ROADS BON (Bonnyhills) SP-WAU SUBDIVISON PRIVATE WAU (Wauchope) RU-CAT URBAN ROADS CAT (Lake Cathie) SP-TEL SUBDIVISON PRIVATE TEL (Telegraph Point) RU-COM URBAN ROADS COM (Comboyne ) SP-00 SUBDIVISION PRIVATE- RURAL RU-DUN URBAN ROADS DUN (Dunbogan) SD STANDARD DRAWINGS RU-HER URBAN ROADS HER (Herons Creek) SW SEWERAGE RU-KEN URBAN ROADS KEN (Kendall) WS WATER RU-KEW URBAN ROADS KEW (Kew) SURV SURVEYS RU-LAU URBAN ROADS LAU (Laurieton)

Project Naming Convention Preference 1. Town or Village 2. Road , Major (From To if Applicable.) 3. Road, Minor (If applicable.) 4. Locality / Area 5. Description of project Example Lighthouse Beach - SLSC Drainage (DR - PM1 - Etc.)



APPENDIX D15- B

LAYERING STANDARDS & SCHEDULE

In the following is given the outline of layering system. In this system there is flexibility to accommodate additional layers, but any change has to be according to Section D15.06 of this Manual.

The layering system is devised to enable data to be easily sorted; Layer Prefix, Sub-Group and a descriptive extension break it down.

Prefix - Describes the Origin of the data.

Sub-Group Descriptive grouping of the data

Suffix Survey Code (name) or descriptive abbreviation of the feature.

Layers are limited to 8 characters in length for design purposes to ensure compatibility with CIVILCAD (version 5) software. Whilst Long descriptive layers can be easy to follow, reducing the layer name to this simplified system prevents spelling errors.

All layer names are to be UPPERCASE only.

Examples

SUSIGNS where SU Prefix of survey

SI Subgroup of Signs

GNS Further description not required so the word signs is completed.

SURDBB2 where SU Prefix of Survey

RD Subgroup of Road

BB2 Description of Bottom of Bank String 2

Table D15-B-A Layer Prefix Layer Prefix Description

E EXISTING data from other jobs S SURVEY D DESIGN P SURVEY PEG OUT / SETOUT POINTS W Work As eXecuted F FUTURE work not in the current proposed construction work R REMOVAL / DEMOLITION X EXTERNAL REFERENCE

0 AutoCAD default Layer (In Hastings D15 specifications it is reserved for Block creation)



README For documentation of non-standard features of the drawing. TEXT TEXT DIM DIMENSIONS TITLE TITLE BLOCK VIEW VIEWPORT

LAYERING SCHEDULE

In the following is given the detailed schedule of layers in the layering system. All layers are not present in each drawing. There is a separate prototype drawing for each distinct discipline with layers specific to that discipline along with general-purpose layers defined in the drawing.

Table D15-B-B Layer Sub Group BC BRIDGES / CULVERTS CD CADASTRAL CI CIVIL CW CYCLEWAYS DE DETAIL DI DIMENSIONS DR DRAINAGE / STORMWATER EL ELECTRICAL FE FERRIES FM FLOOD MAPS FS FORESHORE / BEACH

IMPROVEMENTS GS GAS HD HYDROGRAPHIC / DREDGING HT HATCH IL INTERALLOTMENT DRAINAGE LS LANDSCAPE MP MISCELLANEOUS PLANS NO NOTES/GENERAL OL OIL PIPELINES PR PARKS & GARDENS PS PUBLIC SWIMMING POOLS RD ROAD RR RURAL ROADS RU URBAN ROADS SD STANDARD DRAWINGS SE SERVICES SI SIGN SU SURVEY SW SEWERAGE TE TELE COMMUNICATIONS



TX TEXT VE VEGETATION WS WATER XR X-REF ST STRUCTURAL



Table D15-B-C Layer Suffix (derived from survey code)

Code Description OLD Layer NEW LAYER Colour Linetype AWN AWNING - BUILDING DETAIL WDEAWN YELLOW CONTINUOUSBB BOTTOM OF BANK BB EDEBB LIGHT YELLOW DASHED2 BB1 BOTTOM OF BANK - STRING1 BB1 EDEBB1 LIGHT YELLOW DASHED2 BB2 BOTTOM OF BANK - STRING2 BB2 EDEBB2 LIGHT YELLOW DASHED2 BB3 BOTTOM OF BANK - STRING3 BB3 EDEBB3 LIGHT YELLOW DASHED2 BB4 BOTTOM OF BANK - STRING4 BB4 EDEBB4 LIGHT YELLOW DASHED2 BBQ BBQ DETAIL EDEBBQ LIGHT YELLOW CONTINUOUSBDY BOUNDARY LINES BDY ECDBDY YELLOW CONTINUOUSBH BORE HOLE NAT EDEBH GREEN CONTINUOUSBHW BOTTOM OF HEADWALL STWATER EDRBHW GREY DASHED2 BIN BIN DETAIL EDEBIN LIGHT YELLOW CONTINUOUSBIT BITUMEN CIVIL ERDBIT CYAN CONTINUOUSBLD BUILDING DETAIL ESTBLD YELLOW CONTINUOUSBM BENCH MARK SURV ESUBM LIGHT BLUE CONTINUOUSBNCH BENCHING NAT EDEBNCH GREEN BOARDER2 BOLL BOLLARD DETAIL ELSBOLL YELLOW BOARDER2 BRDG BRIDGE CIVIL EBCBRDG LIGHT RED CONTINUOUSBSHLT BUS SHELTER DETAIL EDEBSHLT YELLOW CONTINUOUSBUB BUBBLER DETAIL EDEBUB WHITE CONTINUOUSCBIT CNTR BIT CIVIL ERDCBIT CYAN CONTINUOUSCBLK CONCRETE BLK. SURV ESUCBLK LIGHT BLUE CONTINUOUSCL CENTRELINE CL ERDCL YELLOW CENTRE CL1 CENTRELINE - STRING 1 CL1 ERDCL1 YELLOW CENTRE CL2 CENTRELINE - STRING 2 CL2 ERDCL2 YELLOW CENTRE CL3 CENTRELINE - STRING 3 CL3 ERDCL3 YELLOW CENTRE CL4 CENTRELINE - STRING 4 CL4 ERDCL4 YELLOW CENTRE CL5 CENTRELINE - STRING 5 CL5 ERDCL5 YELLOW CENTRE CL6 CENTRELINE - STRING 6 CL6 ERDCL6 YELLOW CENTRE CL7 CENTRELINE - STRING 7 CL7 ERDCL7 YELLOW CENTRE CL8 CENTRELINE - STRING 8 CL8 ERDCL8 YELLOW CENTRE COAX COAX CABLE LOC. TELE ETECOAX RED PHANTOM CONC CONCRETE DETAIL EDECONC YELLOW CONTINUOUSCONV DRAINAGE CONVERTER STWATER EDRCONV GREY CONTINUOUSCPORT CAR PORT DETAIL ESTCPORT YELLOW CONTINUOUSCRK CREEK NAT EDRCRK GREEN BOARDER2 CTRK CENTRE OF TRACK DETAIL EDECTRK YELLOW DASHDOT CWAY CAUSEWAY CIVIL EDECWAY CYAN CONTINUOUSCXPIT COAX CABLE PIT TELE ETECXPIT CYAN CONTINUOUSDAM DAM NAT EDEDAM GREEN BOARDER2 DH DRILL HOLE SURV ESUDH LIGHT BLUE CONTINUOUSDHW DRILL HOLE & WINGS SURV ESUDHW LIGHT BLUE CONTINUOUSDISH DISH CROSSING CIVIL ERDDISH CYAN CONTINUOUSDNP DOWN PIPE STWATER EDRDNP GREY DASHED2 DRN DRAIN STWATER EDRDRN GREY DASHED2 DWAY DRIVEWAY CIVIL ERDDWAY CYAN CONTINUOUSE OVERHEAD POWER CABLE POWER EELE LIGHT CYAN FENCELINE3



EB EDGE OF BITUMEN EB ERDEB RED HIDDEN2 EB1 EDGE OF BITUMEN - STRING 1 EB1 ERDEB1 RED HIDDEN2 EB2 EDGE OF BITUEMN - STRING 2 EB2 ERDEB2 RED HIDDEN2 EB3 EDGE OF BITUMEN - STRING 3 EB3 ERDEB3 RED HIDDEN2 EB4 EDGE OF BITUMEN - STRING 4 EB4 ERDEB4 RED HIDDEN2 EB5 EDGE OF BITUMEN - STRING 5 EB5 ERDEB5 RED HIDDEN2 EB6 EDGE OF BITUMEN - STRING 6 EB6 ERDEB6 RED HIDDEN2 EB7 EDGE OF BITUMEN - STRING 7 EB7 ERDEB7 RED HIDDEN2 EB8 EDGE OF BITUMEN - STRING 8 EB8 ERDEB8 RED HIDDEN2 EPIL ELECTRICITY PILLAR POWER EELEPIL LIGHT CYAN CONTINUOUSEPIT ELECTRICITY PIT POWER EELEPIT LIGHT CYAN CONTINUOUSERUN EDGE OF RUNWAY CIVIL ERDERUN CYAN CONTINUOUSESTN ELECTRICITY SUB STATION POWER EELESTN LIGHT CYAN FENCELINE3 ETAXI EDGE OF TAXIWAY CIVIL ERDETAXI CYAN CONTINUOUSETRK EDGE OF TRACK DETAIL EDEETRK YELLOW DASHDOT2 EW EDGE OF WATER NAT EDREW GREEN BOARDER2 FCE FENCE DETAIL EDEFCE YELLOW FENCELINE3 FLR FLOOR DETAIL ESTFLR YELLOW CONTINUOUSGARD GARDEN - EDGE DETAIL ELSGARD BLUE CONTINUOUSGAS GAS DETAIL EGSGAS YELLOW CONTINUOUSGATE GATE DETAIL EDEGATE YELLOW CONTINUOUSGIN GALV. IRON NAIL SURV ESUGIN LIGHT BLUE CONTINUOUSGIP GALV. IRON PIPE SURV ESUGIP LIGHT BLUE CONTINUOUSGP GUIDE POST CIVIL ERDGP CYAN CONTINUOUSGRAIL GUARDRAIL CIVIL ERDGRAIL CYAN CONTINUOUSGRAV GRAVEL ROAD CIVIL ERDGRAV CYAN CONTINUOUSGRID CATTLE GRID DETAIL ERDGRID WHITE CONTINUOUSGRT GRATE STWATER EDRGRT GREY DASHED2 HRAIL HAND RAIL CIVIL EDEHRAIL CYAN CONTINUOUSHYD HYDRANT WATER EWSHYD WHITE CONTINUOUSIN INLET STWATER EDRIN GREY DASHED2 INV INVERT STWATER EDRINV GREY DASHED2 INVB INVERT OF BOX CULVERT STWATER EDRINVB GREY CONTINUOUSINVD INVERT DRAIN STWATER EDRINVD GREY DASHED2 INVK INVERT OF KERB INVK ERDINVK LIGHT YELLOW CENTREX2 INVK1 INVERT OF KERB - STRING 1 INVK1 ERDINVK1 LIGHT YELLOW CENTREX2 INVK2 INVERT OF KERB - STRING 2 INVK2 ERDINVK2 LIGHT YELLOW CENTREX2 INVK3 INVERT OF KERB - STRING 3 INVK3 ERDINVK3 LIGHT YELLOW CENTREX2 INVK4 INVERT OF KERB - STRING 4 INVK4 ERDINVK4 LIGHT YELLOW CENTREX2 INVK5 INVERT OF KERB - STRING 5 INVK5 ERDINVK5 LIGHT YELLOW CENTREX2 INVK6 INVERT OF KERB - STRING 6 INVK6 ERDINVK6 LIGHT YELLOW CENTREX2 INVK7 INVERT OF KERB - STRING 7 INVK7 ERDINVK7 LIGHT YELLOW CENTREX2 INVK8 INVERTOF KERB - STRING 8 INVK8 ERDINVK8 CYAN CENTREX2 INVP INVERT PIPE STWATER EDRINVP GREY DASHED2 KLOG KOPPERS LOG DETAIL EDEKLOG YELLOW CONTINUOUSLBOX LETTER BOX DETAIL EDELBOX YELLOW CONTINUOUSLIGHT LIGHT POWER EELLIGHT LIGHT CYAN CONTINUOUSLIP LIP LIP ERDLIP LIGHT YELLOW CONTINUOUSLIP1 LIP -STRING 1 LIP1 ERDLIP1 LIGHT YELLOW CONTINUOUS



LIP2 LIP - STRING 2 LIP2 ERDLIP2 LIGHT YELLOW CONTINUOUSLIP3 LIP - STRING 3 LIP3 ERDLIP3 LIGHT YELLOW CONTINUOUSLIP4 LIP - STRING 4 LIP4 ERDLIP4 LIGHT YELLOW CONTINUOUSLIP5 LIP - STRING 5 LIP5 ERDLIP5 LIGHT YELLOW CONTINUOUSLIP6 LIP - STRING 6 LIP6 ERDLIP6 LIGHT YELLOW CONTINUOUSLIP7 LIP - STRING 7 LIP7 ERDLIP7 LIGHT YELLOW CONTINUOUSLIP8 LIP - STRING 8 LIP8 ERDLIP8 LIGHT YELLOW CONTINUOUSLM LINE MARKING SIGNS ESILM YELLOW CONTINUOUSLM1 LINE MARKING - STRING 1 SIGNS ESILM1 YELLOW CONTINUOUSLM2 LINE MARKING - STRING 2 SIGNS ESILM2 YELLOW CONTINUOUSLM3 LINE MARKING - STRING 3 SIGNS ESILM3 YELLOW CONTINUOUSLM4 LINE MARKING - STRING 4 SIGNS ESILM4 YELLOW CONTINUOUSLM5 LINE MARKING - STRING 5 SIGNS ESILM5 YELLOW CONTINUOUSLM6 LINE MARKING - STRING 6 SIGNS ESILM6 YELLOW CONTINUOUSLM7 LINE MARKING - STRING 7 SIGNS ESILM7 YELLOW CONTINUOUSLM8 LINE MARKING - STRING 8 SIGNS ESILM8 YELLOW CONTINUOUSLNTL LINTEL - STORMWATER STWATER EDRLNTL GREY DASHED2 LOG LOG DETAIL EDELOG BLUE CONTINUOUSLP LIGHT POLE POWER EELLP LIGHT CYAN CONTINUOUSLYBK LAY BACK KERB CIVIL ERDLYBK CYAN CONTINUOUSMANG MANGROVE TREE VEG EVEMANG BLUE CONTINUOUSMED MEDIAN ISLAND CIVIL ERDMED CYAN CONTINUOUSNS NATURAL SURFACE NAT EDENS GREEN BOARDER2 OPTO OPTICAL FIBRE - OPTUS TELE ETEOPTO CYAN PHANTOM OPTT OPTICAL FIBRE - TELSTRA TELE ETEOPTT CYAN PHANTOM OPTUS OPTUS TELE ETEOPTUS LIGHT BLUE PHANTOM PALM PALM TREE VEG EVEPALM BLUE CONTINUOUSPATH PATH DETAIL EDEPATH YELLOW CONTINUOUSPAV PAVERS DETAIL EDEPAV YELLOW CONTINUOUSPEG SURVEY PEG SURV ESUPEG LIGHT BLUE CONTINUOUSPHBX TELEPHONE BOX TELE EDEPHBX LIGHT BLUE CONTINUOUSPINE PINE TREE VEG EVEPINE BLUE CONTINUOUSPIPE DRAINAGE PIPE STWATER EDRPIPE GREY DASHED2 PIT STORMWATER PIT STWATER EDRPIT GREY DASHED2 PM PERMANENT MARK SURV ESUPM LIGHT BLUE CONTINUOUSPOST POST BOX DETAIL EDEPOST YELLOW CONTINUOUSPP POWER POLE POWER EELPP LIGHT CYAN PWROHEAD RAMP RAMP DETAIL EDERAMP YELLOW CONTINUOUSRBED RIVER BED NAT EDERBED GREEN BOARDER2 RTWL RETAINING WALL DETAIL EDERTWL YELLOW CONTINUOUSRWL ROCK WALL DETAIL EDERWL YELLOW CONTINUOUSRWLN RAILWAY LINE DETAIL EDERWLN YELLOW CONTINUOUSSAV AIR VALVE -SEWER SEWER ESWSAV YELLOW CONTINUOUSSDAV DOUBLE AIR VALVE - SEWER SEWER ESWSDAV YELLOW CONTINUOUSSEAT SEAT DETAIL EDESEAT LIGHT YELLOW CONTINUOUSSEWER SEWER LINE SEWER ESWSEWER LIGHT MAGENTA DASHED2 SFCE SAFETY FENCE DETAIL EDESFCE YELLOW CONTINUOUSSGNP SIGN POST SIGNS ESISGNP YELLOW CONTINUOUSSH SHOULDER OF ROAD SH ERDSH LIGHT MAGENTA HIDDENX2 SH1 SHOULDER OF RD - STRING 1 SH1 ERDSH1 LIGHT MAGENTA HIDDENX2 SH2 SHOULDER OF RD - STRING 2 SH2 ERDSH2 LIGHT MAGENTA HIDDENX2



YELLOW

SH3 SHOULDER OF RD - STRING 3 SH3 ERDSH3 LIGHT MAGENTA HIDDENX2 SH4 SHOULDER OF RD - STRING 4 SH4 ERDSH4 LIGHT MAGENTA HIDDENX2 SH5 SHOULDER OF RD - STRING 5 SH5 ERDSH5 LIGHT MAGENTA HIDDENX2 SH6 SHOULDER OF RD - STRING 6 SH6 ERDSH6 LIGHT MAGENTA HIDDENX2 SH7 SHOULDER OF RD - STRING 7 SH7 ERDSH7 LIGHT MAGENTA HIDDENX2 SH8 SHOULDER OF RD - STRING 8 SH8 ERDSH8 LIGHT MAGENTA HIDDENX2 SHRUB SHRUB VEG ELSSHRUB BLUE CONTINUOUSSIL SEWER INSPECTION LID SEWER ESWSIL LIGHT MAGENTA CONTINUOUSSJ SEWER JUNCTION MARKER SEWER ESWSJ LIGHT MAGENTA CONTINUOUSSMH SEWER MANHOLE SEWER ESWSMH GREEN CONTINUOUSSP STAY POLE POWER EELSP LIGHT CYAN CONTINUOUSSPS SEWER PUMP STATION SEWER ESWSPS LIGHT MAGENTA CONTINUOUSSRM SEWER RISING MAIN SEWER ESWSRM LIGHT MAGENTA SRM SRM100 SEWER RISING MAIN - 100M SEWER ESWSRM100 LIGHT MAGENTA SRM100 SRM150 SEWER RISING MAIN - 150M SEWER ESWSRM150 LIGHT MAGENTA SRM150 SRM200 SEWER RISING MAIN - 200M SEWER ESWSRM200 LIGHT MAGENTA SRM200 SRM225 SEWER RISING MAIN - 225M SEWER ESWSRM225 LIGHT MAGENTA SRM225 SRM250 SEWER RISING MAIN - 250M SEWER ESWSRM250 LIGHT MAGENTA SRM250 SRM300 SEWER RISING MAIN - 300M SEWER ESWSRM300 LIGHT MAGENTA SRM300 SRM80 SEWER RISING MAIN - 80MM SEWER ESWSRM80 LIGHT MAGENTA SRM80 SSM SSM SURV ESUSSM LIGHT BLUE CONTINUOUSSSV STOP VALVE - SEWER SEWER ESWSSV CONTINUOUSST SEPTIC TANK SEWER ESWST LIGHT MAGENTA CONTINUOUSSTAY STAY WIRE POWER EELSTAY LIGHT CYAN CONTINUOUSSTEP STEP DETAIL EDESTEP YELLOW CONTINUOUSSTMP STUMP VEG ELSSTMP BLUE CONTINUOUSSTN TRAVERSE STATION SURV ESUSTN LIGHT BLUE CONTINUOUSSV STOP VALVE WATER EWSSV WHITE CONTINUOUSSWV SEWER VENT SEWER ESWSWV LIGHT MAGENTA CONTINUOUSTANK WATER TANK DETAIL EWSTANK YELLOW CONTINUOUSTAP WATER TAP WATER EWSTAP WHITE CONTINUOUSTB TOP OF BANK TB EDETB LIGHT YELLOW DASHED TB1 TOP OF BANK - STRING1 TB1 EDETB1 LIGHT YELLOW DASHED TB2 TOP OF BANK - STRING2 TB2 EDETB2 LIGHT YELLOW DASHED TB3 TOP OF BANK - STRING3 TB3 EDETB3 LIGHT YELLOW DASHED TB4 TOP OF BANK - STRING4 TB4 EDETB4 LIGHT YELLOW DASHED TB5 TOP OF BANK - STRING5 TB5 EDETB5 LIGHT YELLOW DASHED TB6 TOP OF BANK - STRING 6 TB6 EDETB6 LIGHT YELLOW DASHED TB7 TOP OF BANK - STRING 7 TB7 EDETB7 LIGHT YELLOW DASHED TB8 TOP OF BANK - STRING 8 TB8 EDETB8 LIGHT YELLOW DASHED TBL TABLE DETAIL EDETBL YELLOW CONTINUOUSTC TELSTRA TELE ESETC CYAN TELSTRA TCUT TOE OF CUT NAT EDETCUT GREEN BOARDER2 TD TABLE DRAIN CIVIL EDETD CYAN CONTINUOUSTELEM TELEMETRY BOX WATER EWSTELEM WHITE CONTINUOUSTFILL TOE OF FILL NAT EDETFILL GREEN BOARDER2 THW TOP OF HEADWALL STWATER EDETHW GREY DASHED2 TK TOP KERB TK ERDTK LIGHT YELLOW CONTINUOUSTK1 TK1 TK1 ERDTK1 LIGHT YELLOW CONTINUOUS



TK2 TK2 TK2 ERDTK2 LIGHT YELLOW CONTINUOUSTK3 TK3 TK3 ERDTK3 LIGHT YELLOW CONTINUOUSTK4 TK4 TK4 ERDTK4 LIGHT YELLOW CONTINUOUSTK5 TK5 TK5 ERDTK5 LIGHT YELLOW CONTINUOUSTK6 TK6 TK6 ERDTK6 LIGHT YELLOW CONTINUOUSTK7 TK7 TK7 ERDTK7 LIGHT YELLOW CONTINUOUSTK8 TK8 TK8 ERDTK8 LIGHT YELLOW CONTINUOUSTLGT TRAFFIC LIGHT DETAIL EDETLGT WHITE CONTINUOUSTLINE TREELINE VEG ELSTLINE BLUE 0TLT TOILET DETAIL ESTTLT GREEN CONTINUOUSTMK TELSTRA MARKER TELE ESETMK YELLOW CONTINUOUSTOPD TOP DRAIN STWATER EDRTOPD GREY DASHED2 TPIL TELSTRA PILLAR TELE ESETPIL LIGHT BLUE PHANTOM TPIPE TOP OF S/W PIPE STWATER EDRTPIPE GREY DASHED2 TPIT TELSTRA PIT TELE ESETPIT CYAN CONTINUOUSTPL TELSTRA POLE TELE ESETPL YELLOW CONTINUOUSTREE TREE VEG ELSTREE BLUE CONTINUOUSUGE UNDERGROUND POWER ESEUGE LIGHT CYAN DASHED2 VER VERANDAH DETAIL ESTVER YELLOW CONTINUOUSVPIT VALVE PIT DETAIL EDEVPIT WHITE CONTINUOUSWALL WALL DETAIL EDEWALL YELLOW CONTINUOUSWAV AIR VALVE - WATER WATER EWSWAV YELLOW CONTINUOUSWDAV DOUBLE AIR VALVE - WATER WATER EWSWDAV YELLOW CONTINUOUSWHF WHARF DETAIL EDEWHF YELLOW CONTINUOUSWM WATERMAIN WATER EWSWM LIGHT GREEN WM WM100 WM100 WATER EWSWM100 LIGHT GREEN WM_100 WM150 WM150 WATER EWSWM150 LIGHT GREEN WM_150 WM200 WM200 WATER EWSWM200 LIGHT GREEN WM_200 WM250 WM250 WATER EWSWM250 LIGHT GREEN WM_250 WM300 WM300 WATER EWSWM300 LIGHT GREEN WM_300 WM375 WM375 WATER EWSWM375 LIGHT GREEN WM_375 WM450 WM450 WATER EWSWM450 LIGHT GREEN WM_450 WM525 WM525 WATER EWSWM525 LIGHT GREEN WM_525 WM600 WM600 WATER EWSWM600 LIGHT GREEN WM_600 WM750 WM750 WATER EWSWM750 WHITE WM_750 WMTR WATER METER WATER EWSWMTR LIGHT GREEN CONTINUOUSWPS WATER PUMP STATION WATER EWSWPS LIGHT GREEN CONTINUOUSWS WATER SERVICE WATER EWSWS LIGHT GREEN CONTINUOUSWSCV SCOUR VALVE - WATER WATER EWSWSCV LIGHT GREEN CONTINUOUSXDPIT WAX - DRAINAGE PIT XSTWATER WDRXDPIT GREY CONTINUOUSXGUT WAX - INVERT OF GUTTER XCIVIL WRDXGUT YELLOW CONTINUOUSXHYD WAX - HYDRANT XWATER WWSXHYD YELLOW CONTINUOUSXIL WAX - INTERALOTMENT DRAIN XIL WDRXIL GREY CONTINUOUSXINV WAX - INVERT LEVEL XINV WDEXINV YELLOW CONTINUOUSXNS WAX - NATURAL SURFACE XNS WDEXNS YELLOW CONTINUOUSXSMH WAX - SEWER MANHOLE XSEWER WSWXSMH YELLOW CONTINUOUSXSV WAX - STOP VALVE XWATER WWSXSV LIGHT GREEN CONTINUOUSXTK WAX - TOP OF KERB XCIVIL WRDXTK YELLOW CONTINUOUS



APPENDIX D15- C

TEXT STANDARDS

The standard font shall be Arial narrow and the standard width factor shall be 1.0.

The standard lettering shall have following character heights:

Description Font Height Layer

Titles 5.0 mm TITLETX

Subtitles and Notes 3.5 mm TEXTTX35

Notes to sections 2.5 mm TEXTTXN

Dimensions 2.5 mm DIMTX

Information outside drawing 0.5 mm TEXTTX

Lettering direct in the Model should be used for all plan information (eg: dimensions, street names, leader notes). Text may only be placed in paper space where there is no geometric relationship to the model (EG. Set out tables, titles) In the following is given a schedule for Text settings corresponding to the printed Text heights. Note that all these dimensions are corresponding to A1 printing. On A3, the sizes would be half of the figures shown.

Plotted Text Size

Viewport scale Scale 2.5 3.5 5.0 7.0 Text Settings Required (mm)

1000 1:1 2.5 3.5 5 7500 1:2 5 7 10 14200 1:5 12.5 17.5 25 35100 1:10 25 35 50 7050 1:20 50 70 100 14020 1:50 125 175 250 35010 1:100 250 350 500 7005 1:200 500 700 1000 14002 1:500 1250 1750 2500 35001 1:1000 2500 3500 5000 7000

0.5 1:2000 5000 7000 10000 14000

Hint: If you are unsure of which size text to use in a view port than use the correct dimension style, place a dimension and explode it, delete the leaders, the text will be at the correct scale.


© Copying strictly prohibited D15 – Appendix D15- E D15-E.1 Hastings Council December 2003

APPENDIX D15- D

STANDARD DIMENSION STYLES AND DIMENSIONS VARIABLES

The Dimension styles names are derived from the text / arrow size for each standard plot scale.

In the following are given Hastings Standard Dimension Styles, as defined in Prototype drawings: ISO-25 Standard Standard 0.5 Standard 10 Standard 100 Standard 5 Std_2.2_1 Std_2.2_10 Std_2.2_100 Std_2.2_1000 Std_2.2_2 Std_2.2_20 Std_2.2_200 Std_2.2_25 Std_2.2_250 Std_2.2_5 Std_2.2_50 Std_2.2_500 Std_2.5_1 Std_2.5_10 Std_2.5_100 Std_2.5_1000 Std_2.5_2 Std_2.5_20 Std_2.5_200 Std_2.5_25 Std_2.5_250 Std_2.5_5 Std_2.5_50 Std_2.5_500

Recommended hatch pattern scales

Sheet Scale ANSI 37 ANSI 31 1:100 0.8 1 1:200 1.6 2 1:300 2.4 3 1:400 3.2 4 1:500 4.0 5 1:750 6.0 7.5 1:1000 8.0 10 1:1500 12.0 15 1:2000 16.0 20



APPENDIX D15- E

APPLICATION OF PAPER SPACE AND MODEL SPACE CONCEPT

1. All plans produce in Autocad are to use Paperspace and model space 2. The data or model is inserted in modelspace at true coordinates. 3. The layout (or paperspace) is to be used for plan sheets 4. The Viewport should only be inserted on the viewport layer. The viewport is a (scaled) view

of the plan information. (Like looking through a window at a subset of data) 5. If a UCS is required to fit the plan to the viewport (i.e.: plan rotated to suit) than a descriptive

name shall be given to the UCS used in the viewport (e.g.: sheet1) Method for use of Model / Paper Space

6. Open new drawing using Drawing template. (This will include the A1 title block with a viewport.

7. Click on model tab. 8. Select layer 0 (or XREF layer) 9. Insert (OR Xref) the required drawing(s) at true coordinates. 10. Click back on the Layout1 tab 11. Click PAPER on the Autocad tray at the bottom of the screen. (This should now say MODEL

and the cross hairs should only be visible within the view port. 12. Zoom Extents 13. Zoom to the area to be shown

To create the requires UCS (Rotate the plot window) 14. Draw a line parallel to the direction you want to be horizontal on the plan 15. Select Tools>new UCS>Object and select the drawn line 16. Tools> Named UCS (to bring up the UCS Dialog) 17. Select the “unnamed”, Right click and rename to the sheet number “sheet01”

a. Settings> tick “update view to plan when UCS is changed. b. OK to exit the dialog box

18. Reselect Tools> Named UCS (to bring up the UCS Dialog) 19. Select “World” >set current & OK to exit 20. Reselect Tools> Named UCS (to bring up the UCS Dialog) 21. Select the new UCS “sheet01” set current & OK to exit 22. The Plan should now be rotated to the desired angle.

To set the Scale 23. zoom to the required area 24. click MODEL on the Autocad tray at the bottom of the screen. (this should now say PAPER

and the cross hairs should be visible within the entire drawing area. 25. Click on the viewport border 26. Select Viewport in the properties dialog box 27. SCALE = 1000 / (Custom Scale)

EG: if a scale of 1:500 is required the custom scale = 1000/500=2 OR 2:1 in the standard scale box.

To add additional viewports 28. Select the viewport layer 29. View > Viewports > 1 Viewport and select the required area on the screen & return to step

11.


© Copying strictly prohibited D15 – Appendix D15- F D15-F.1 Hastings Council December 2003

APPENDIX D15- F

LIST OF STANDARD BLOCKS

Hastings Council Standard Blocks are located in the Prototype drawing.

$BBQ A$C26C2055D Lci48 $BIN A$C293E497D PSEATR14 $BMARK A$C3A3E602B PTABLR14 $BOLL A$C62A764C5 RWALL $BUBB A1TITREVTEXTNEW LCR6 $CIR1 AIRVALVE RWALLR14 $CONCB AVALVR14 SBORD $DWNP BBQ SBORDR14 $EPIT BBQR14 SCOUR $ESUB BNET SCVALR14 $FILL BNETR14 SEWPIPE $GIN BRDGE SEWPIPER14 GIP BRDGER14 SEWPSTN $HYD CNET SEWPSTNR14$LIGHT CNETR14 SHELT $LPOLE CRICK SIGN1R14 $PALM CRICKR14 SMH Lap1p FISH SMHR14 $PHBX FISHR14 SPUMP $PINE GATE SPUMPR14 $PM GPOST SRFITT $PP HYDR14 SRFITTR14 $SAV HYDRANT SRPIPE $SDAV JUNCT SRPIPER14 $SEAT JUNCTR14 SSM Lci48 Lap1p STEPR14 $SHRUB Las13p LCS31 Las13p Lat22p STEPS $SMH LBIN STN $SPS LCC11 SVALVE $SSM LBINR14 SVALVR14 $TAP LCC11 SWPP1 $TPIL LCI45 SWPT1 $TPIT Lci48 TAPERR14 $TREE LCR6 TREE Lat22p LCS31 WBEND $WAV LIGHT WBENDR14 $WDAV LPOLE WPIPE $WMTR LIGHTR14 WPIPER14 $WSCV LPOLE WTAPER $WTK PGRND WTEE

31 PGRNDR14 WTEER14 6 POINT_CROSS PSEAT


APPENDIX D15- G

LIST OF STANDARD BLOCK WITH ATTRIBUTES

Block Name Attribute 1 Attribute 2 Attribute 3 Attribute 4 Attribute 5 Attribute 6 Attribute 7 Attribute 8 Attribute 9 Attribute 10 Attribute 11 Attribute 12

AIRVALVE FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY AVALVR14 FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY BBQ CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYBBQR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYBNET CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYBNETR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYBRDGE CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYBRDGER14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYCNET CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYCNETR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYCRICK CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYCRICKR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYFISH CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYFISHR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYGPOST CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BY HYDR14 FITTING_TYPE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY DEPTH_TO_TOP_LUGS MAKE_OF_FITTING MODEL_OF_FITTINGHYDRANT FITTING_TYPE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY DEPTH_TO_TOP_LUGS MAKE_OF_FITTING MODEL_OF_FITTINGJUNCT CONSTRUCT_DATE CONSTRUCT_BY DIST_D/S_MH DEPTH RISER SIDELINE SIDELINE_(M) ANGLE JUNCTR14 CONSTRUCT_DATE CONSTRUCT_BY DIST_D/S_MH DEPTH RISER SIDELINE SIDELINE_(M) ANGLELBIN CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BY LBINR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYLIGHT CONSTRUCT_DATE CONSTRUCT_BY ASSET_TYPE MANUFACTURER LIGHT_TYPE GLOBELIGHTR14 CONSTRUCT_DATE CONSTRUCT_BY ASSET_TYPE MANUFACTURER LIGHT_TYPE GLOBEPGRND CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYPGRNDR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYPSEAT CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYPSEATR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYPTABLE CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYPTABLR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYRWALL CONSTRUCT_DATE CONSTRUCT_BY ASSET_TYPE MATERIAL LENGTH RWALLR14 CONSTRUCT_DATE CONSTRUCT_BY ASSET_TYPE MATERIAL LENGTHSBORD CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYSBORDR14 CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BYSCOUR FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY SCVALR14 FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY SEWPIPE CONSTRUCT_DATE CONSTRUCT_BY PIPE_CLASS PIPE_LENGTH D/S_INVT PIPE_TYPE DIA LINE_NO U/S_INVTSEWPIPER14 CONSTRUCT_DATE CONSTRUCT_BY PIPE_CLASS PIPE_LENGTH D/S_INVT PIPE_TYPE DIA LINE_NO U/S_INVTSEWPSTN CONSTRUCT_DATE CONSTRUCT_BY WELL_BOT DESIGN_BWL DESIGN_TWL PIPE_INVT LID_LEVEL WELL SEWPSTNR14 CONSTRUCT_DATE CONSTRUCT_BY WELL_BOT DESIGN_BWL DESIGN_TWL PIPE_INVT LID_LEVEL WELLSHELT CONSTRUCT_DATE ASSET_TYPE MANUFACTURER MODEL INSTALL_BY SIGN1R14 SIGN_NO. HEIGHT_CENTRE HEIGHT_GROUND SIGN_AREA STRUCTURE NO._POSTSSMH CONSTRUCT_DATE RL_INVERT STEP_IRONS CONSTRUCTED_BY MANHOLE_NO. RL_TOP_OF_LID SMHR14 CONSTRUCT_DATE RL_INVERT STEP_IRONS CONSTRUCTED_BY MANHOLE_NO. RL_TOP_OF_LID © Copying strictly prohibited D15 – Appendix D15- G D15-G.1 Hastings Council December 2003



SPUMP MAKE_PUMP MODEL_PUMP DUTY_PT SERIAL SPUMPR14 MAKE_PUMP MODEL_PUMP DUTY_PT SERIAL SRFITT CONSTRUCT_DATE CONSTRUCT_BY DEPTH MATERIAL FITTING CHAINAGESRFITTR14 CONSTRUCT_DATE CONSTRUCT_BY DEPTH MATERIAL FITTING CHAINAGESRPIPE MATERIAL LENGTH PIPE_CLASS PIPE_DIA AV_DPTH SRPIPER14 MATERIAL LENGTH PIPE_CLASS PIPE_DIA AV_DPTHSTEPR14 CONSTRUCT_DATE CONSTRUCT_BY ASSET_TYPE MATERIAL LENGTHLCS31 CONSTRUCT_DATE STEPS CONSTRUCT_DATE CONSTRUCT_BY ASSET_TYPE MATERIAL LENGTHSVALVE FITTING_TYPE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY DEPTH_TO_TOP_LUGS MAKE_OF_FITTING MODEL_OF_FITTINGSVALVR14 FITTING_TYPE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY DEPTH_TO_TOP_LUGS MAKE_OF_FITTING MODEL_OF_FITTING

SWPP1 LENGTH DIA SUBCATCH CONDUIT_NO D/S_LINE_NO D/S_PIT_NO D/S_INV_RL U/S_LINE_NOU/S_PIT_NO U/S_INV_RL WIDTH HGT

SWPT1 LINE_NO SUBCATCH NODE ASSET_DTL R_L_TOP INV_RL CAPACITY AREA TAPERR14 FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY WBEND FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY WBENDR14 FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY

WPIPE CONSTRUCT_DATE CONSTRUCT_BY DEPTH MATERIAL DIAMETER CLASSDISTANCE_FITTINGS OFFSET_BDY

TRENCHSTOPS BULKHEAD

WPIPER14 CONSTRUCT_DATE CONSTRUCT_BY DEPTH MATERIAL DIAMETER CLASS DISTANCE_FITTINGS OFFSET_BDY

TRENCHSTOPS BULKHEAD

WTAPER FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY WTEE FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY WTEER14 FITTING_TYPE SIZE SURFACE_LEVEL DEPTH_TO_TOP_MAIN CONSTRUCT_DATE CONSTRUCT_BY


© Copying strictly prohibited D15 – Appendix D15- H D15-H.1 Hastings Council December 2003

APPENDIX D15- H

STANDARD BORDERS AND TITLE BLOCKS

A1 & A3 shall be the standard plotting sizes. Standard A1 border shall be used for both sizes, with printing scale reduced to half for A3. Separate borders shall be designed for A4 Landscape and Portrait sheets. Title blocks will be made available for Design Plans (standard) and Concept display plans (without the full title block text details.)

DRAWING NO.

TITLE2TITLE3

DWGNO.JOB. No.

JOB_NUMBER

SCALE: SCALE SHEET: REVISION:

SHEETSIZE:

DESIGNED:

DRAWN:

CREATED:

SURVEYED:

DATUM:

DESIGNER

DRAWN

DATE

SURVEYOR

DATUM

SCALE: (A1 PLOT)

SHEET REVISION

APPROVAL PROJECT:

COMPANY

LOGO HERE

DESIGNER

APPROVAL HERE

APPROPRIATE

SCALE BAR(S) HERE

SHEETSOF

TITLE1

A1REVISION_L1REVISION_D1REVISION_N1REVISION_L2REVISION_D2REVISION_N2REVISION_L3REVISION_D3REVISION_N3REVISION_L4REVISION_D4REVISION_N4REVISION_L5REVISION_D5REVISION_N5REVISION_L6REVISION_D6REVISION_N6REVISION_L7REVISION_D7REVISION_N7REVISION_L8REVISION_D8REVISION_N8REVISION_L9REVISION_D9REVISION_N9REVISION_L10REVISION_D10REVISION_N10


© Copying strictly prohibited D15 – Appendix D15- J D15-J.1 Hastings Council December 2003

APPENDIX D15- J

PLOT SETTINGS

Use of CTB files is plotter independent. Each pen represents a plot pen thickness. Suggested CTB Setup

Autocad Colour Number

Colour Plot Colour HC-A1.CTB

A1 Sheet

Pen (mm)

HC-A3.CTB

A3 Sheet

Pen (mm)

1 Red _____________ Black 0.50 0.25

2 Yellow _____________ Black 0.35 0.175

3 Green _____________ Black 1.0 0.35

4 Cyan _____________ Black 0.70 0.35

5 Blue _____________ Black 0.70 0.35

6 Magenta _____________ Black 0.18 0.125

7 Black _____________ Black 0.25 0.125

8 Dark grey _____________ By colour 0.15 0.1

9 Light grey _____________ By colour 0.15 0.1

255 255 Black 0.15 0.1

10 to 254 others By colour 0.15 0.1

.

Contract No. WORK-AS-EXECUTED DRAWINGS

HASTINGS COUNCIL AUSPEC-1 D15 - CAD Specifications Hastings 2003 Edition Rev 0.doc January 2004 (Copyright)

APPENDIX D15- K

SAMPLE DRAWING

(see Aus-Spec CD)

Contract No. SITE REGRADING

DEVSPEC-D6 - Nov 94 (Copyright SWR) COUNCIL D6-3

APPENDIX D15- J

CAD PRESENTATION

(a) Plan Presentation

The Developer, Designer, responsible Council Officer or Contract Supervisor will be required to submit electronically prepared CAD (Computer Aided Drafting) plans in accordance with AS 1100 and using a standard symbol feature library.

The symbol feature library will provide miscellaneous features such as Hydrants, Stop valves, Headwalls, etc. along with an attribute dialog box that will be used in the preparation of a Work-as-Executed plan after completion of any work under contract.

When the symbol feature (Block) is imported into a drawing an Attribute Dialog Box will appear for which the required information shall be added against the provided headings. After this information has been added only the symbol feature will visually appear on the plan with the Attribute information appearing as a NGR (Non Graphical Representation). See Figures 2 & 3 below.

The Attribute information can be reviewed and edited by use of the required editing command within the respective AutoCAD version being utilised.

Standard Symbols

Attribute Dialog Box

(i) Layer Control

1. Layer control is to be used as an aid in the preparation of the drawings. The following asset types use the standard AutoCAD colour palette and linetypes as follows:

Asset Type Layer Name Layer Colour Linetype Concrete Paving (Civil Constr.) CIVIL 8 Continuous Culverts / Flood Mitigation STWATER 5 (Blue) Dashed Guardfence and General Fencing FENCE 6 (Magenta) Continuous Guideposts CIVIL 8 Continuous Kerb and Gutter CIVIL 8 Continuous Landscaping PARKS 7 (White) Continuous Linemarking SIGNS 7 (White) Continuous Road Pavement CIVIL 8 Continuous Sewerage System SEWER 1 (Red) Hidden Signs SIGNS 7 (White) Continuous Stormwater Drainage STWATER 5 (Blue) Dashed Sub - Soil Drainage SSOIL 28 Border Water Reticulation WATER 3 (Green) Centre Detention Basins (Wet & Dry) STWATER 5 (Blue) Dashed Medians CIVIL 8 Continuous Outdoor Lighting (Electric, Solar) LIGHTING 4 (Cyan) Continuous Dishdrains STWATER 5 (Blue) Dashed Retaining Walls CIVIL 8 Continuous Foreshore Improvements FORESHORE 6 (Magenta) Continuous

Asset Layers

(ii) Colour and Line Thickness

As an extension to Layer control, some plan items, including, but not limited to pipe sizes are controlled by colour (Pen Number) and line thickness

SITE REGRADING Contract No.

COUNCIL DEVSPEC-D6 - Nov 94 (Copyright SWR) D6-4

(Polyline Width). The colour and line thicknesses for plan preparation are as follows:

1. (a) Stormwater Drainage - Pipes (Conduits)

Pipe Diameter (mm) Pen Number Polyline Thickness 200 5 (Blue) 0.200 250 4 (Cyan) 0.250 300 40 0.300 375 6 (Magenta) 0.375 450 3 (Green) 0.450 525 20 0.525 600 150 0.600 750 25 0.750 900 200 0.900 1050 84 1.050 1200 43 1.200 1350 131 1.350 1500 215 1.500 1800 30 1.800 2100 120 2.100

Pipes – Line Thickness

(b) Stormwater Drainage - Headwalls

Pipe Diameter (mm) Pen Number Polyline Thickness 200 5 (Blue) 0.200 250 4 (Cyan) 0.250 300 40 0.300 375 6 (Magenta) 0.375 450 3 (Green) 0.450 525 20 0.525 600 150 0.600 750 25 0.750 900 200 0.900 1050 84 1.050 1200 43 1.200 1350 131 1.350 1500 215 1.500 1800 30 1.800 2100 120 2.100

Headwalls – Line Thickness

2. (a) Sewerage System - Sewer Gravity Mains

Pipe Diameter (mm) Pen Number Polyline Thickness 150 252 0.150 200 5 (Blue) 0.200 225 7 (White) 0.225 300 40 0.300 375 6 (Magenta) 0.375

Sewer Gravity Mains – Line Thickness

(b) Sewerage System - Sewer Rising Main

Pipe Diameter (mm) Pen Number Polyline Thickness 150 252 0.150 200 5 (Blue) 0.200 225 7 (White) 0.225 250 4 (Cyan) 0.250 300 40 0.300 375 6 (Magenta) 0.375

Sewer Rising Main – Line Thickness



3. Water Reticulation Pipe Diameter (mm) Pen Number Polyline Thickness Pe80b 10 0.080 100 1 (Red) 0.100 150 252 0.150 200 5 (Blue) 0.200 225 7 (White) 0.225 250 4 (Cyan) 0.250 300 40 0.300 375 6 (Magenta) 0.375 450 3 (Green) 0.450 525 20 0.525 600 150 0.600 750 25 0.750

Water Reticulation – Line Thickness

(iii) Abbreviations for Attribute Information

Below is a list of abbreviations for attribute information to be entered for Asset items.

1. Stormwater Structures - (Nodes) The following abbreviations are to be used when entering the information for Surface Detail within the Attribute Box for a Node.

Kerb Inlet only Pits Pit Type Abbreviation (Surface Detail) 1.20m Kerb Inlet KI1.2M 1.80m Kerb Inlet KI1.8M 2.40m Kerb Inlet KI2.4M 3.00m Kerb Inlet KI3.0M 4.00m Kerb Inlet KI4.0M

Kerb Inlet Only Pits – Abbreviations

Kerb Inlet and Grate only Pits Pit Type Abbreviation (Surface Detail) 1.20m Kerb Inlet & Grate KIG1.2M 1.80m Kerb Inlet & Grate KIG1.8M 2.40m Kerb Inlet & Grate KIG2.4M 3.00m Kerb Inlet & Grate KIG3.0M 4.00m Kerb Inlet & Grate KIG4.0M

Kerb Inlet & Grate Only Pits- Abbreviations



Miscellaneous Pits Pit Type Abbreviation (Surface Detail) Pipe Outlet No Headwall 1P Blind Pit BLPT Converter (Old Drainage) CONV Grate Only GRT Junction Pit JPT Surface Inlet Pit SIP

Miscellaneous Pits – Abbreviations

Concrete Headwalls Pipe Diameter Abbreviation (Surface Detail) 300mm Ø Concrete Headwall HDW300 375mm Ø Concrete Headwall HDW375 450mm Ø Concrete Headwall HDW450 525mm Ø Concrete Headwall HDW525 600mm Ø Concrete Headwall HDW600 750mm Ø Concrete Headwall HDW750 900mm Ø Concrete Headwall HDW900 1050mm Ø Concrete Headwall HDW1050 1200mm Ø Concrete Headwall HDW1200 1350mm Ø Concrete Headwall HDW1350 1500mm Ø Concrete Headwall HDW1500 1800mm Ø Concrete Headwall HDW1800 2100mm Ø Concrete Headwall HDW210

Concrete Headwalls – Abbreviations

Miscellaneous Drainage Structures Structure Type Abbreviation (Surface Detail) Gross Pollutant Trap GPT Dry Detention Basin DDTN Wet Detention Basin WDTN Trash Rack TSRCK

Miscellaneous Drainage Structures – Abbreviations

2. Stormwater Pipes - (Conduits) Pipe Class To be entered by using either Class X, Y and Z or Class 2, 3 and 4. Pipe Class –

Abbreviations Pipe Material Pipe Material Type Abbreviation (Surface Detail) Concrete Pipe CONC Steel Pipe (Galv., Corrugated ) STL Ribbed UPVC RPVC

Pipe Materials – Abbreviations



3. Signs and Support Structures Signs and their supporting structures are to be placed in one (1) of the five (5) following groups.

a. Large signs with structures that support the signage above the traffic lanes. b. Large signs supported on structures located on the roadside. Typically the structures are fabricated using larger structural steel components. c. Medium sized signs with modular support structures that cantilever the signage above the pedestrian areas (footways). d. Medium sized signs and multiple smaller signs supported on more than one (1) pipe post. e. Signs supported on a single pipe post.

Signs & Supporting Structures – Abbreviations

All standard signs used will be catalogued using the Australian Standard for signs, “Road Signs Specification” - AS1743 and grouped into one (1) of the following categories:-

Regulatory Signs (R) Warning Signs (W) Guide Signs (G and GE) Hazard Markers (D)

Signs that are Non - Standard, (ie. those that are not listed in the “Road Signs Specification”) will be grouped as :-

Non - Standard Signs (NS) 4. Linemarking Linemarking will be entered using one (1) of the two (2) following groups, Longitudinal Linemarking or Transverse Linemarking.

(i) Longitudinal Linemarking Abbreviations For example, Separation, Barrier, Lane, Edge, Median Outline and Continuity Lines are to be entered for the group of Longitudinal Linemarking using the following abbreviations:-

Description (Line Type) Line Type Abbreviation Separation Line on 2 lane roads S1 Separation Line on multi lane roads S2 Double Barrier Line on all roads BB Single Barrier Line on all roads BS Left hand Edge Line general roads E1 Right hand Edge Line on divided carriageway E3 Outline of Painted Medians E5 Applied to Incline Face of Median Kerb E6 Defines turning path at a complex intersection T1 Lane Line on multi lane road L1 Lane Line on multi lane road L2 Lane Line on multi lane road L3 Exit Lane Line on multilane roundabouts L4 Defines edge of through carriageway adjacent to turning lane, freeway ramp, bus bay and start or finish of auxiliary lane C1

Longitudinal Linemarking – Abbreviations



Kerbside linemarking for Clearway restrictions C2 Kerbside linemarking for No Stopping restrictions C3 (ii) Transverse Linemarking Abbreviations For example, Hold Lines, Pedestrian Crossings, Zig Zag Warning Lines, Chevron Infill, Arrows, Speed Zone Numbers, Bike Logos, Railway Crossings and Disabled Logos are to be entered for the group of Transverse Linemarking using the following abbreviations:-

Description (Line Type) Line Type Abbreviation Give Way Hold Line 200mm R.H.S. TB2 Give Way Hold Line 300mm L.H.S. TB3 Give Way Hold Line for R`abouts 400mm TB4 Stop Line Hold Line 200mm R.H.S. TF2 Stop Line Hold Line 300mm L.H.S. TF3 Pedestrian Crossing (3.60m x 0.45m) PDX Zig Zag Warning Line ZZ Chevron Island / Median Fill CHEV Straight Arrow UA1 Double Turn Arrow UA2 Turn Arrow UA3 Straight / Turn Arrow UA4 Merge Arrow UA5 Straight / Double Turn Arrow UA6 Rural Straight Arrow RA1 Rural Turn Arrow RA2 60km/h Numerals 60K 80km/h Numerals 80K 100km/h Numerals 100K Small Bike Logo BIKS Large Bike Logo BIKL Rail Crossing - Railway Warning RAX Disabled 900mm Logo DIS

Transverse Linemarking – Abbreviations

(a)(iv) Plan Preparation - Survey Symbols

The following list of survey symbols along with the accompanying attribute box information are to be used in the compilation of plans by the Developer, responsible Council Officer, Designer or Contract Supervisor.

Stormwater Drainage Survey Symbol Description Kerb Inlet, Kerb Inlet & Grate (Nodes). Pipe Outlet No Headwall, Blind Pit, Convertor (Old Drainage), Grate Only, Junction Pit and Surface Inlet Pit (Nodes). Concrete Headwalls (Nodes). Gross Pollutant Traps (Nodes).

Wet & Dry Detention Basins (Nodes). Stormwater Pipes (Conduits) Water Reticulation Survey Symbol Description

Stormwater Drainage – Survey Symbols

Water Reticulation – Survey



Water Hydrants Water Stop Valves

Bends

Tapers Tees Air Valves

Water Scour Valves

Water Mains Water Services Sewerage System Survey Symbol Description Sewer Manholes Sewer Junction / Side lines Sewer Gravity Mains

Sewer Pump Stations Sewer Pump Information Sewer Rising Main Fittings (Air Valves, Scour Valves, Bends) Sewer Rising Mains Parks and Reserves Survey Symbol Description Individual Items Park Seats Litter Bins Bar - b - ques Boardwalk Bridges Picnic Tables Shelters

Playground Scoreboard Fish Cleaning Tables Goal Posts

Cricket Pitches (to be determined) Monuments (to be determined) Flagposts Nets - Cricket Practice - Baseball (to be determined) Signage (to be determined) Fencing Retaining Walls Steps (to be determined) Ramps Lighting General Items

Symbols

Sewerage System – Survey Symbols

Parks & Reserves – Survey Symbols



Pathways Paving Turfing Gardens Plant Material Amenities Underground Utilities (to be determined) Electricity Cables (Use Water Reticulation Water Mains / Services Symbols) (to be determined) Irrigation (to be determined) Telstra / Optus Cables (Use Stormwater Drainage Stormwater Drainage Symbols) Parks and Reserves Survey Symbol Description Signs & Signposts

STANDARD SA TYPE KERB & GUTTER

EXAMPLE SYMBOL FEATUREFOR A DRAINAGE PIT (NODE)

Figure 2. Example of a Symbol Feature for a Drainage Pit (Node) prepared in AutoCAD

cad - hastings council

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