Specialised Data Specifications
|
|
|
- Sherilyn Ella Casey
- 9 years ago
- Views:
Transcription
1 Version March 2015
2 SPECIALISED DATA SPECIFICATION have been created to document standards for specific types of spatial data that have requirements that may differ from, or be additional, to the General Data Specification in Section 2. The provide more detailed information relating to the requirements for specific types of data and how the specification should be implemented. The contained within the SDMP are listed below: 3 Master Site Plan Datasets 29 4 Spaces Plans 34 5 Reference Data 47 6 Engineering Detail Survey for Infrastructure and Assets 51 7 Garrison Support Services Data 56 8 Communications Data 61 9 Aerial Photography Satellite Imagery Master Planning Datasets Contaminated Sites Data Environmental Data Harzards Data 94 Version March 2015
3 Version March 2015
4 3 MASTER SITE PLAN DATASETS 3.1 Scope of Specification The specification covers the capture and update of the Master Site Plan Dataset that DSRG collects for Defence Properties. The Master Site Plan Dataset stores the position of infrastructure and asset features as listed in Table 3-1 and is a DSRG Key (or Foundation) Spatial Dataset upon which other spatial data is developed and referenced. This specification will be used when a Major or Minor Work or Activity Request has been issued to update a Master Site Plan Dataset. Table 3-1 Scope of Master Site Plan Data Feature Descriptions Air Conditioning Services Airport Infrastructure Compressed Air Services Communications Networks Stormwater Drainage Electricity Services Fire Services Fuel Services Gas Services Oxygen Services Property Features Road Features Security Services Sewerage Services Steam Services Structures Survey Features Topographic Features Traffic Features Vegetation Water Features Water Reticulation This dataset is used to manage and maintain existing infrastructure, to plan and design new infrastructure on properties, and as a basis for the capture of garrison support services data. A sample of data from a Master Site Plan Dataset is shown in Figure 3-1. Figure 3-1 Master Site Plan Dataset - example data Version March 2015
5 3.1.3 The Master Site Plan data is collated from as-constructed design drawings or through Engineering Detail Survey and is accurate to ±0.05 m. A high level of accuracy is required for this data to be used as a base for the design of new infrastructure or services on Defence Properties. To maintain the integrity of the data source the Master Site Plan Dataset must be updated to remain current and must be collected to the nominated accuracy. 3.2 Deliverables The following deliverables shall be provided: A dataset containing Master Site Plan data for all features that have been created or updated. A separate dataset shall be created for each Defence Property. Metadata record for each Master Site Plan Dataset. 3.3 Deliverable Templates A dataset template in AutoCAD and an AutoCAD file containing sample data is available on the Defence Estate Quality Management Systemat the following location: Data Deliverable Specification Data Format Data shall be delivered in either: Data Accuracy AutoCAD Drawing format. A detailed data specification is documented in Appendix G respectively. It is recommended that the deliverable templates are used as the basis of creating Master Site Plan Data. An alternate GIS data format is currently being developed. Users wishing to utilise this data format should contact the DSRG Spatial Data Technical Authority The Master Site Plan Dataset shall have a horizontal and vertical accuracy of ±0.05 m Engineering Detail Survey Data Capture Requirements Detail survey shall include all significant infrastructure and asset features from the building line out Structures and buildings capture shall include the external walls of the building, the roofline and the height of the roofline shall be captured. Version March 2015
6 Kerbs capture shall include the kerb profile, top and lip levels at tangent points, changes of direction and grade, and changes in kerb type shall be captured. Maximum 25 m intervals on straights and large radius bends, and at nominal 5 m intervals on small radius bends Storm water and sewerage capture shall include manhole surface shape, perimeter levels and invert levels, and the size and direction of pipes shall be captured. Any change in direction of the pipes shall be recorded Underground Cables / Conduits capture shall include a single polyline which shall be used to delineate the location of the cables and shall include any change in direction Concrete lined drains and other surface drainage structures e.g. drop structures capture shall include detail survey at 25 m intervals for long runs Road furniture and line-marking capture shall include edge lines to define existing carriageway widths Trees with a trunk diameter greater than 0.2 m shall be located and the type, trunk diameter and the spread defined. The diameter of the trunk shall be measured 1 m above natural surface level. Trees shall be represented to scale, with spot heights, diameter, species and height to be shown as text in the drawing Readily observed information regarding features and services shall be noted such as the size/diameter of culverts and lines between power poles. 3.5 Specific Data Requirements 3.6 Topology Specifications For Information Only Data must be captured so that it can be used within a GIS topological model of points, lines, and polygons that can then be linked to a database The SDMP specifications were initially designed to meet CAD software requirements where the data and information is designed to provide a detailed drawing providing a good picture (rendering) of the data. Although the data and information in a CAD file consist of symbols, points, lines, and poly-lines these elements are referred to as simple features and do not have any topology or link to a database A topologically structured GIS supports feature (object) relationships which enables the GIS to perform advanced analysis of the data such as determining the best route from point A to point B as is commonly performed by in-car navigation systems. Capturing data using the topology specifications will support the ability to Version March 2015
7 perform spatial analysis (network analysis) on connecting or adjacent features such as points, lines and polygons. 3.7 Topology Guidelines The following features shall be collected in accordance with the topology requirements defined within Section 2 of this document. Polygons: Buildings Linework: Storm Water/Drainage Sewage pipelines Water Supply pipelines Communication cables Electricity cables Gas pipeline Fuel pipelines Fire water pipelines Points related to: Storm Water/Drainage Sewage Water Supply Communications Electricity Gas Fuel Fire water infrastructure Text related to: Storm Water/Drainage Sewage Water Supply Communications Electricity Gas Fuel Fire water infrastructure Version March 2015
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African Regional Office 01 CHAPTER ONE Checklist Page 2 of 8
Department of Defence. Spatial Data Management Plan. DRMS Document Id: Version: 4.6.0. Defence Support and Reform Group R1830735
Department of Defence Defence Support and Reform Group Spatial Data Management Plan DRMS Document Id: R1830735 Version: 4.6.0 Status: Draft Dated: 01 March 2015 Produced for: Director SIM EXECUTIVE SUMMARY
UNIVERSITY OF WASHINGTON Facilities Services Design Guide. Civil. Topographical Survey. Design Evaluation. Construction Submittals
This section applies to design standards and procedures involved in the field location and plotting of all natural objects and surface improvements. This section also includes the requirements for submittal
CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT
Page 1 CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT CIVIC CENTRE 2141 MAJOR MACKENZIE DRIVE MAPLE ONTARIO L6A 1T1 905-832-2281 Page 2 SECTION 1 - GENERAL OBJECTIVES To provide
SECTION 5 DRAFTING STANDARDS
SECTION 5 DRAFTING STANDARDS 1 SECTION FIVE TABLE OF CONTENTS Description Page TABLE OF CONTENTS... 5-2 GENERAL... 5-3 DRAFTING STANDARDS... 5-5 DRAFTING MINIMUM REQUIREMENTS HANDOUT... 5-8 2 GENERAL 1.
APPENDIX A: ASSET INFORMATION STRATEGY
APPENDIX A: ASSET INFORMATION STRATEGY A1 1 Appendix A: Asset Information Strategy A1.0 Highway Assets For the purpose of this plan the Highway assets within Coventry have been broken down into nine groupings
Guidelines for Fiber Optic Cable Permits
Guidelines for Fiber Optic Cable Permits NOVA District (Fairfax/Arlington) Permits www.virginiadot.org/business/fairfax-permits-main.asp Email: [email protected] 14685 Avion Parkway
Road Rehabilitation and Reconstruction Using AutoCAD Civil 3D
Road Rehabilitation and Reconstruction Using AutoCAD Civil 3D Contents Introduction... 3 Introduction to Corridor Targets... 3 Surface Targets... 4 Width and Offset Targets... 5 Elevation or Slope Targets...
DESIGN AND INSTALLATION OF RESIDENTIAL FLEXIBLE DUCTWORK SYSTEMS
DESIGN AND INSTALLATION OF RESIDENTIAL FLEXIBLE DUCTWORK SYSTEMS A. SCOPE 1. This information is intended to assist contractors, installers and code officials in the proper design and installation of flexible
Guidelines for Rights of Way
Guidelines for Rights of Way Guidelines for Statutory Rights of Way for Engineering and Public Works Infrastructure Rights of Way (Drainage, Sanitary, Water & Electrical Utilities) A Statutory Right of
Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY
MURRAY SHIRE COUNCIL BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY ADOPTED: 1 May 2012 1 BUILDING OVER OR NEAR WATER AND SEWER MAINS POLICY CONTENTS 1. Objective... 2 2. Requirements for Building Near
Appendix B: Uniform Color Code & Marking Guidelines
Appendix B: Uniform Color Code & Marking Guidelines The information contained in Appendix B is intended to be supplemental information for existing practices found within CGA Best Practices Version 2.0.
EXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS
NMP 1.4 EXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS Index Purpose... 2 Application... 2 Referral Agency... 2 Associated Requirements... 2 Referenced Standards...2 Definitions...
STORM DRAINS CHAPTER 7
CHAPTER 7 Chapter 7 - Storm Drains A storm drain is a drainage system that conveys water or stormwater, consisting of two or more pipes in a series connected by one or more structures. Storm drains collect
ASSET MANAGEMENT GUIDE FOR PROJECT DESIGN FORMAT
ASSET MANAGEMENT GUIDE FOR PROJECT DESIGN FORMAT 1. BACKGROUND There has been an increasing awareness of design features, which produce poor whole-of-life costs. These poor whole-of-life costs manifest
Appendix C - Risk Assessment: Technical Details. Appendix C - Risk Assessment: Technical Details
Appendix C - Risk Assessment: Technical Details Page C1 C1 Surface Water Modelling 1. Introduction 1.1 BACKGROUND URS Scott Wilson has constructed 13 TUFLOW hydraulic models across the London Boroughs
Reticulation sewers in basements Technical guidelines
Reticulation sewers in basements Technical guidelines Overview What These guidelines explain our technical requirements for laying sewers in building basements. The scope of the guide is restricted to
Engineering Specifications February, 2004 Schedule H to Bylaw 7452, Subdivision Bylaw Page 18
Schedule H to Bylaw 7452, Subdivision Bylaw Page 18 3.4 Sanitary Sewers 3.4.1 Materials 3.4.1.1 The class and type of pipe and fittings, together with required class of bedding and trench widths, shall
Mandatory Part 1.4 BUILD OVER OR NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS
Mandatory Part 1.4 BUILD OVER OR NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS Table of Contents Purpose... 2 Commencement... 2 Application... 2 Referral Agency... 2 Compliance with the QDC... 2 Associated
3. QUALITY ASSURANCE REQUIREMENTS
3. QUALITY ASSURANCE REQUIREMENTS 3.1 General This section covers the Kaipara District Council requirements for monitoring and testing of physical asset construction to ensure that the final asset delivered
Gas Meter Clearances and Service Installation Requirements
March 2015 Gas Meter Clearances and Service Installation Requirements Builder/Owner/Developer Requirements Call PSE s Customer Construction Services 1-888-321-7779 or visit PSE.com/CustomerConstruction
Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control
Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control Project Name: Tax Map Parcel: Acreage: Plat: ADC Map & Grid Engineering
MAP KEYS GLOSSARY FOR THE DRAINAGE AND WATER REPORT
Record MAP KEYS GLOSSARY FOR THE DRAINAGE AND WATER REPORT Abandoned Gravity Private Combined Gravity Private Foul Gravity Private Surface Water Gravity Public Combined Gravity Public Foul Gravity Public
Engineering Standard
Public Transport Services Engineering Standard Stations - Bicycle Facilities PART 129013 AR-PW-PM-SPE-00129013 (D073) Document Control Document Status Document Amendment Record Revision Change Description
APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix.
Storm Drainage 13-C-1 APPENDIX C INLETS 1.0 Introduction The application and types of storm drainage inlets are presented in detail in this Appendix. 2.0 Inlet Locations Inlets are required at locations
Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam
Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge
SITE IMPROVEMENT PLANS CHECKLIST
REVIEW SERVICES TEAM SITE IMPROVEMENT PLANS CHECKLIST (Also for SITE DEVELOPMENT PERMIT applications) GENERAL REQUIREMENTS This checklist applies to commercial building site work involving engineering,
Guidelines for the use of the OGP P6/11 bin grid GIS data model
Guidelines for the use of the OGP P6/11 bin grid GIS data model Report No. 483-6g July 2013 This document is a companion document to the OGP P6/11 Seismic bin grid data exchange format description (2012)
SUMP PUMP. City of Ann Arbor & C O L L E C T I O N S Y S T E M G L O S S A R Y
Foundation A foundation is the bottom part of a building. It s the element that anchors the building to the ground and transmits the building s gravity load directly to the earth. Water damage weakens
4 Installation Requirements
4 Installation Requirements 9 4.1 Code Reference The authority having jurisdiction should be referenced to determine what law, ordinance or code shall apply in the use of flexible duct. Ducts conforming
CHAPTER 3 STORM DRAINAGE SYSTEMS
CHAPTER 3 STORM DRAINAGE SYSTEMS 3.7 Storm Drains 3.7.1 Introduction After the tentative locations of inlets, drain pipes, and outfalls with tail-waters have been determined and the inlets sized, the next
INFRASTRUCTURE, FLOOD PROTECTION AND REMEDIATION. Infrastructure Flood Protection Remediation Policies
INFRASTRUCTURE, FLOOD PROTECTION AND REMEDIATION Infrastructure Flood Protection Remediation Policies DRAFT POOLBEG PLANNING SCHEME 196 FIGURE 9.1: UTILITIES WAYLEAVES Electricity Cables 8m Wayleave for
Standards. www.nordx.com 5 ANSI/TIA/EIA-569-A (CSA T530)
The primary focus of this standard is to provide design specifications and guidance for all building facilities relating to telecommunications cabling systems and components. This standard identifies and
SECTION 3 SANITARY SEWER DESIGN
SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary
APPENDIX H7: POOL SPREAD AREAS FOR INSTANTANEOUS TANK FAILURE
APPENDIX H7: POOL SPREAD AREAS FOR INSTANTANEOUS TANK FAILURE H7.1 Introduction H7.1.1.1 The extent of flow of liquid from a instantaneous tank failure has been assessed based on the physical modelling
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
Selection of Drainage Network Using Raster GIS A Case Study
International Journal of Engineering Science Invention ISSN (Online): 2319 6734, ISSN (Print): 2319 6726 Volume 2 Issue 8 ǁ August. 2013 ǁ PP.35-40 Selection of Drainage Network Using Raster GIS A Case
Working with Data from External Sources
Working with Data from External Sources Bentley WaterCAD V8i supports several methods of exchanging data with external applications, preventing duplication of effort and allowing you to save time by reusing
Electric Engineering Division FIBER CONDUIT RULES AND REGULATIONS
Electric Engineering Division FIBER CONDUIT RULES AND REGULATIONS TABLE OF CONTENTS I. RULES AND REGULATIONS A. TABLE OF CONTENTS... 2 B. TERMS AND DEFINITIONS... 3 C. DEVELOPER S/CONTRACTOR S RESPONSIBILITIES...
Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects
Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects March 2013 i Metropolitan Sewer District of Greater Cincinnati Wastewater Collection System Supplemental
SECTION 02612 NONREINFORCED CONCRETE SEWER PIPE
SECTION 02612 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Furnishing and installing nonreinforced concrete sewer pipe. Provide concrete sewer pipe less than 12 inches in diameter, and in other sizes
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
SECTION 5: SANITARY SEWER SYSTEM DESIGN
SECTION 5: SANITARY SEWER SYSTEM DESIGN 5.01 GENERAL Sanitary sewer improvements shall be designed to serve the ultimate level of City development as defined in the General Plan and the Wastewater Facilities
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
CHAPTER 8 CIVIL DESIGN
CHAPTER 8 CIVIL DESIGN A. GENERAL This Chapter includes standards and design considerations for other civil engineering design in structural, drainage and utilities. Design considerations for electrical
SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
CODE OF PRACTICE FOR THE PROVISION OF ACCESS FACILITIES IN BUILDINGS FOR THE SUPPLY OF TELECOMMUNICATIONS AND BROADCASTING SERVICES
Document Ref. No.: CoP-1/01 CODE OF PRACTICE FOR THE PROVISION OF ACCESS FACILITIES IN BUILDINGS FOR THE SUPPLY OF TELECOMMUNICATIONS AND BROADCASTING SERVICES COMMUNICATIONS AUTHORITY April 01 Contents
CONTENTS. Yale University Design Standards. Underground Electrical Duct Bank. A. Summary. B. System Design and Performance Requirements
16600 Underground Electrical Duct Bank This document provides design standards only, and is not intended for use, in whole or in part, as a specification. Do not copy this information verbatim in specifications
SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
PART 5 : WASTEWATER DRAINAGE
Authorised by : City Waters Unit Manager Page 1 of 15 PART 5 : WASTEWATER DRAINAGE 5.1 INTRODUCTION This Manual sets out the basic design principles for drainage of wastewater. While some construction
www.nams.au.com National Asset Management Strategy Australia
DEVELOPMENT OF A ROAD ASSET REGISTER USING DIGITAL VIDEO TECHNOLOGY DUNGOG SHIRE COUNCIL Matt Ryeland, mailto:[email protected] Senior Technical Officer, Management Services. Cardno Terry Wilson,
LAND USE CODE CHAPTER 18.68 GENERAL REGULATIONS
CHAPTER 18.68 GENERAL REGULATIONS SECTIONS: 18.68.010 Fences. 18.68.020 Vision Clearance Area. 18.68.030 Access. 18.68.040 Yard Requirements. 18.68.050 Special Setback Requirements. 18.68.070 Land Surveys.
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant
ROAD/ROUTE SURVEY AND CLEARANCE
ROAD/ROUTE SURVEY AND CLEARANCE 1. GENERAL INTRODUCTION 1.1 The purpose of this Road/Route Survey and Clearance Chapter is to define the minimum standards and procedures for Road/Route Survey and Clearance
Geoprocessing Tools for Surface and Basement Flooding Analysis in SWMM
3 Geoprocessing Tools for Surface and Basement Flooding Analysis in SWMM Eric White, James Knighton, Gary Martens, Matthew Plourde and Rajesh Rajan A geoprocessing routine was used for the development
MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS ARTICLE I. TYPES OF SURVEYS
MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS ARTICLE I. TYPES OF SURVEYS Current with material published in Conn.L.J. through 5/13/08 Sec. 20-300b-1. General There are
CD i -STREETS- Detail #
-STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction
ORDINANCE NO. 2013 -
ORDINANCE NO. 2013 - AN ORDINANCE OF BREVARD COUNTY, FLORIDA AMENDING CHAPTER 62, LAND DEVELOPMENT REGULATIONS SECTION 62-2891, LOT DRAINAGE, AND CHAPTER 22 BUILDINGS AND BUILDING REGULATIONS, SECTION
CHAPTER 2 HYDRAULICS OF SEWERS
CHAPTER 2 HYDRAULICS OF SEWERS SANITARY SEWERS The hydraulic design procedure for sewers requires: 1. Determination of Sewer System Type 2. Determination of Design Flow 3. Selection of Pipe Size 4. Determination
DESCRIPTION OF WORK:
DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works
ADA POST INSPECTION CHECKLIST. Job No. Route County Location
ADA POST INSPECTION CHECKLIST Job No. Route County Location SIDEWALKS All sidewalks constructed within the project limits are ADA compliant. Sidewalks are 5 or greater in width. Exception, existing sidewalks
REPAIRS TO DAMAGED SEWERS
REPAIRS TO DAMAGED SEWERS A digout is the replacement of sewer or storm water pipes that are either broken or blocked due to tree roots, ground movement or ageing of pipes. When the use of high-pressure
SERVICES THAT MAY ONLY BE PERFORMED BY A NEW JERSEY PROFESSIONAL LAND SURVEYOR
SERVICES THAT MAY ONLY BE PERFORMED BY A NEW JERSEY PROFESSIONAL LAND SURVEYOR 1. ANY MAP OR PLAN THAT SHOWS: Property Lines. NJSA 45:8-28(e), NJAC 13:40-1.3, 13:40-5.1 Locations of Existing Buildings
SPR PE Steel Reinforced Liner
ENGINEERED SOLUTIONS SPR PE Steel Reinforced Liner Reline Done Right Contech is your single source for rehabilitation of sanitary & storm sewers, culverts and bridges. Contech Engineered Solutions has
Block and Gravel Inlet Protection (BIP)
Block and Gravel Inlet Protection (BIP) Practice Description Block and gravel inlet protection is a sediment control barrier formed around a storm drain inlet by the use of standard concrete block and
GIS APPLICATIONS IN URBAN DRAINAGE MASTER PLANNING. Robert J. Muir *
GIS APPLICATIONS IN URBAN DRAINAGE MASTER PLANNING Robert J. Muir * ABSTRACT: In recent years, GIS applications in water resources management have become widespread and diverse in the Province of Ontario,
Pavement Asset Management Guidance Section 5.3: Condition Surveying and Rating - Drainage
Pavement Asset Management Guidance Section 5.3: Condition Surveying and Rating - Drainage December 2014 Document Information Title Author Description Pavement Asset Management Guidance, Section 5.3: Condition
SECTION 01 78 29 AS-BUILT DOCUMENTATION
SECTION 01 78 29 AS-BUILT DOCUMENTATION PART 1: GENERAL 1.01 AS-BUILTS Where identified as a product of the Work, provide as-built drawings adhering to the criteria provided here and in the special conditions.
LONGITUDINAL PROFILE COMPLETION
LONGITUDINAL PROFILE COMPLETION Course of the trench bottom determine using drawn cross-sections plot (refer to fig. 0630) according to the stationing direction: right-sided... dotted line left-sided...
AutoCAD Civil 3D 2008
AutoCAD Civil 3D 2008 Pump It Up All the Way to the Last Sheet! Dave Young S4-2 Course Summary: Pressure pipes such as water and force mains are simple to design. But when it comes to putting them on paper,
Importing and Opening an Alignment
Chapter 6 Alignment Files An alignment defines the route of a road, utility line, water way, etc., and is typically comprised of both horizontal and vertical elements. Also, an alignment may include cross-sectional
Available in Base or Survey Standard or Survey Professional series with different modules add-ons to suit your technical requirement and budget.
World First Leading the Surveying and Civil Engineering software application, civilcad 6 is the world first application of its kind to run in the Plug and Go concept. Delivered pre-installed on a customised
DRAINAGE MANUAL CHAPTER VII STORM DRAINAGE SYSTEMS
TDOT DESIGN DIVISION DRAINAGE MANUAL CHAPTER VII STORM DRAINAGE SYSTEMS August 1, 2012 CHAPTER 7 STORM DRAINAGE SYSTEMS SECTION 7.01 INTRODUCTION 7.01 INTRODUCTION...7-1 SECTION 7.02 DOCUMENTATION PROCEDURES
SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
CITY OF HILSHIRE VILLAGE NEW HOUSE AND HOUSE ADDITION PLAN SUBMITTAL CHECK LIST ADDRESS: DATE:
CITY OF HILSHIRE VILLAGE NEW HOUSE AND HOUSE ADDITION PLAN SUBMITTAL CHECK LIST "THE FOLLOWING CHECKLIST IS ONLY A SUMMARY THAT IS PROVIDED FOR THE APPLICANT'S BENEFIT; HOWEVER, FULFILLING THE REQUIREMENTS
SESSION 8: GEOGRAPHIC INFORMATION SYSTEMS AND MAP PROJECTIONS
SESSION 8: GEOGRAPHIC INFORMATION SYSTEMS AND MAP PROJECTIONS KEY CONCEPTS: In this session we will look at: Geographic information systems and Map projections. Content that needs to be covered for examination
GUIDELINES FOR UTILITY INSTALLATIONS Part 1 - Wire Lines and Communications Cables
Engineering Department SEPTEMBER, 2007 GUIDELINES FOR UTILITY INSTALLATIONS Part 1 - Wire Lines and Communications Cables General Requirements This section applies to all public and private utilities,
Optical Cable Pre-Construction Survey. Keywords Stationary Reel Method, empty innerducts, sub-ducts, microducts, Intermediate-feed manholes
Optical Cable Pre-Construction Survey Author John Peters Issued December 2012 Abstract Pre-construction site survey is one of the most important steps in the engineering and placement of a new optical
Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile
Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection
CHAPTER 11 STORM DRAINAGE
CHAPTER STORM DRAINAGE SECTION PC 0 GENERAL 0. Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. Storm water discharge shall be
Gas Meter Clearances and Service Installation Requirements
March 2016 Gas Meter Clearances and Service Installation Requirements Builder/Owner/Developer Requirements Call PSE's Customer Construction Services 1 888 321 7779 or visit PSE.com/CustomerConstruction
INSTALLATION GUIDELINES for SOLAR PHOTOVOLTAIC SYSTEMS 1
City of Cotati Building Division 201 W. Sierra Ave. Cotati, CA 94931 707 665-3637 Fax 792-4604 INSTALLATION GUIDELINES for SOLAR PHOTOVOLTAIC SYSTEMS 1 Any PV system on a new structures should be included
Even Cowboys Need Good Data City of Pendleton GIS Development
Even Cowboys Need Good Data City of Pendleton GIS Development Presenters: Bob Patterson, P.E., City of Pendleton David Stangel, P.E., Murray, Smith & Assoc. Inc. Project Overview Create GIS Databases for
CITY OF SUFFOLK, VIRGINIA GIS DATA DISTRIBUTION AND PRICING POLICY
CITY OF SUFFOLK, VIRGINIA GIS DATA DISTRIBUTION AND PRICING POLICY 1 The City of Suffolk has invested a large amount of effort into the development of a Citywide Geographic Information System (GIS). The
Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
SECTION 5 - STORM DRAINS
Drainage Criteria Manual SECTION 5 - STORM DRAINS 5.1.0 GENERAL This The purpose of this section discusses briefly is to consider the hydraulic aspects of storm drains and their appurtenances in a storm
10.0 ASSET MANAGEMENT PRACTICES
10.0 ASSET MANAGEMENT PRACTICES 10.1 Current Asset Management Practices This section outlines the decision making tools Taupo District Council (TDC) currently uses to determine long term maintenance, renewal
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST NOTE: The following list shall only be used as a guide and shall not be used in lieu of the specifications found in the CITY OF ANN ARBOR PUBLIC
3.4 DRAINAGE PLAN. 3.4.1 Characteristics of Existing Drainages. 3.4.2 Master Drainage System. Section 3: Development Plan BUTTERFIELD SPECIFIC PLAN
3.4 DRAINAGE PLAN This section describes the existing onsite drainage characteristics and improvements proposed within this Specific Plan. Following this description, drainage plan development standards
SECTION 6A STORM DRAIN DESIGN Mar. 2002 S E C T I O N 6A STORM DRAIN - DESIGN
S E C T I O N 6A STORM DRAIN - DESIGN 6A.l Scope 6A.2 Storm Water Quantity 6A.3 Storm Drain Hydraulics 6A.4 Depths 6A.5 Locations 6A.6 Curved Storm Drains 6A.7 Manholes 6A.8 Catch basins 6A.9 Storm Drain
Storm Drainage Systems 11.9-1
Storm Drainage Systems 11.9-1 11.9 Gutter Flow Calculations 11.9.1 Introduction Gutter flow calculations are necessary in order to relate the quantity of flow (Q) in the curbed channel to the spread of
Type of Sewer Systems. Solomon Seyoum
Type of Sewer Systems Solomon Seyoum 0 Learning objectives Upon completion of this lecture, the participants will be able to differentiate between types of sewer systems and discuss different aspects of
