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Transportation Engineering

Transportation Engineering

Roadway Standards Section 120 - Development Related Improvements

In certain instances, the provisions of the ZDO may require a developer to make improvements and/or dedicate right-of-way for the improvement of roadways in connection with a development that has received land use approval.  The ZDO and subsequent land use conditions of approval shall dictate the nature and extent of those improvements.  When improvements are made, they shall be compliant with these Standards and the roadway cross sectional elements of the Comprehensive Plan and the ZDO

A part of the Roadway Standards. Contact engineering@clackamas.us for drawings or information.

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Roadway Standards Section 115 – Other Standards, Guidelines & References

These Standards are intended to be consistent with the most recent versions of the following references.  It is the Engineer’s and/or applicant’s responsibility to comply with federal, state, and local regulations, particularly with respect to wetland and environmental regulations and other development requirements.  If conflicts arise, the most restrictive regulation shall apply.

  1. Clackamas County Comprehensive Plan
  2. Clackamas County ITS (Intelligent Transportation System) Action Plan
  3. Clackamas County Active Transportation Plan (“ATP”)
  4. Clackamas County Transportation Safety Action Plan (“TSAP”)
  5. Clackamas County Zoning and Development Ordinance (“ZDO”)
  6. Clackamas County Capital Improvement Plan (“CIP”)
  7. Clackamas County Code (“County Code”)
  8. Clackamas County Service District#1 Stormwater Standards
  9. Water Environment Services Erosion Prevention and Sediment Control Planning and Design Manual
  10. Proposed Guidelines for Pedestrian Facilities in the Public Right-of-Way (“PROWAG”)
  11. Technical requirements of Oregon Standard Specifications for Construction
  12. Other state and federal laws

If these Standards do not address a specific design issue, the most recent version of the following documents should be referenced.   In all situations, Engineering shall determine the appropriate design reference and its applicability.

  1. American Association of State Highway and Transportation Officials (“AASHTO”) - A Guide for Achieving Flexibility in Highway Design
  2. AASHTO - Guide for the Development of Bicycle Facilities
  3. AASHTO - Guide for the Planning, Design, and Operation of Pedestrian Facilities
  4. AASHTO - Guidelines for Geometric Design of Very Low-Volume Local Roads
  5. AASHTO - LRFD Bridge Design Specifications
  6. AASHTO - A Policy on Geometric Design of Highways and Streets
  7. AASHTO - Roadside Design Guide
  8. AASHTO - Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals
  9. American Society for Testing and Materials (ASTM)
  10. The Asphalt Institute - The Asphalt Handbook
  11. The Asphalt Institute - Thickness Design - Highways and Streets
  12. Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD)
  13. FHWA - Standard Highway Signs
  14. FHWA - Roundabouts:  An Informational Guide
  15. ITE - Traffic Control Devices Handbook
  16. ITE - Traffic Engineering Handbook
  17. ITE - Trip Generation Manual
  18. ITE - Trip Generation Handbook
  19. International Building Code (“IBC”)
  20. International Plumbing Code (“IPC”)
  21. National Association of City Transportation Officials - Urban Bikeway Design Guide
  22. National Association of City Transportation Officials - Urban Street Design Guide
  23. ODOT - Highway Design Manual
  24. ODOT - Hydraulics Design Manual
  25. ODOT - Oregon Temporary Traffic Control Handbook for Operations of Three Days or Less
  26. ODOT - Traffic Control Plans Design Manual
  27. ODOT - Traffic Line Manual
  28. ODOT - Traffic Manual
  29. ODOT - Traffic Signal Policy and Guidelines
  30. ODOT - Sign Policy and Guidelines
  31. ODOT - Oregon Standard Drawings
  32. ODOT and American Public Works Association (“APWA”) - Standard Specifications for Construction
  33. Oregon Fire Code Appendices B and D
  34. Oregon Fire Code Metro Code Committee Fire Code Applications Guide
  35. Oregon Supplement to the MUTCD
  36. Other local fire codes
  37. Transportation Research Board (TRB) - Highway Capacity Manual
  38. Tri-Met Bus Stops Guidelines

A part of the Roadway Standards. Contact engineering@clackamas.us for drawings or information.

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Roadway Standards Section 110 – General Provisions

  1. These Clackamas County Roadway Standards will commonly be referred to as the "Standards".
  2. The Standards are available online.  This website will contain the most recently adopted Standards, the Standard Drawings in both pdf and dwg formats, ADA design and inspection checklists, Design Modification Request form, Developer Engineer Agreement, Certification of Compliance and Completion and other materials.
  3. The Standards apply to all improvements in right-of-ways easements under the jurisdiction of Clackamas County (including public utility easements and some trails), public and private storm drainage & erosion control as well as some onsite improvements related to development through a land use approval.  Additionally, these Standards apply to certain structures on private property and private improvements related to the adequacy of fire access, and grading required in conjunction with private and public roadway development.  Grading associated with structures shall be addressed per Title 9.03 of the County Code and are administered by the Building Codes Division.
  4. In the unincorporated areas where no district is identified for stormwater management and erosion control, DTD has jurisdiction.
  5. Additional requirements are also imposed upon federally funded projects and supersede the requirements of these Standards.
  6. These Standards shall be used in conjunction with the Clackamas County Comprehensive Plan ("Comprehensive Plan") and the Clackamas County Zoning and Development Ordinance ("ZDO").
  7. These Standards shall be used to implement and be used in conjunction with the policies and standards adopted by the Board of County Commissioners ("BCC").

A part of the Roadway Standards. Contact engineering@clackamas.us for drawings or information.

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Roadway Standards - NEW

Roadway designs in Clackamas County strive to achieve sustainable outcomes when safety, convenience, aesthetics, resource protection, ease of maintenance, and community livability are considered.

These Standards provide the minimum criteria for design and construction of roadways, accesses, site development, and integrated drainage facilities under the jurisdiction of Clackamas County.

Definitions | Abbreviations | Associated Documents | ADA (Americans with Disabilities Act) Checklists

Standards

Chapter 1 - General Considerations

Section 110 - General Provisions

Section 115 – Other Standards, Guidelines & References

Section 120 - Development Related Improvements

Section 130 - Permit Requirements

  • 130.1 General Requirements
  • 130.2 Exceptions To Requirements For Permit
  • 130.3 General Permit Requirements
  • 130.3.1 Responsibility
  • 130.3.2 Application Submission
  • 130.3.3 Fees
  • 130.3.4 Contractor Requirements For Licensing, Bonding, & Insurance
  • 130.3.5 Property Owner Requirements For Insurance
  • 130.3.6 Permit Approval
  • 130.3.7 Application Period, Approval Period & Extensions
  • 130.3.8 Revocation Or Modification Of Permits
  • 130.3.9 Notification
  • 130.3.10 Construction Noise
  • 130.3.11 Inspection
  • 130.3.12 Final Inspection/Project Close-Out
  • 130.4 Permit Types & Requirements; Stormwater & Erosion Control Reviews
  • 130.4.1 Development Permit
  • 130.4.2 Entrance (Entry) Permit
  • 130.4.3 Utility Placement Permit
  • 130.4.4 Right-Of-Way Permit
  • 130.4.5 Stormwater Review
  • 130.4.6 Erosion Control Review

Section 140 – Permit And Plan Submittal Requirements 

  • 140.1 Development Permit Submittal
  • 140.1.1 Plan View Sheets
  • 140.1.2 Profile View
  • 140.1.3 Half Street/Cross Section Views
  • 140.1.4 Stormwater Report & Drainage Calculations
  • 140.1.5 Other Requirements
  • 140.1.6 Other Reviewing Agencies
  • 140.1.7 As-Built Plans
  • 140.2 Entrance, Utility And Right-Of-Way Permit Submittals

Section 150 - Surveying 

  • 150.1 General
  • 150.2 Existing Survey Monuments
  • 150.3 New Survey Monuments

Section 160 - Dedication Of Public Right-Of-Way And Easements 

  • 160.1 Requirement For Public Easement
  • 160.2 County Approval Required
  • 160.3 Development Permit Required
  • 160.4 Minimum Width Requirements For Rights-Of-Way And Easements
  • 160.5 Public Easement Dedication Process
  • 160.6 Dedication Of Public Right-Of-Way And Easements On The Plat
  • 160.7 Dedication Of Public Right-Of-Way And Easements Outside Of The Plat

Section 170 - Design Modifications & Ada Exceptions 

  • 170.1 Design Modifications
  • 170.1.1 Modification Request Submittal
  • 170.1.2 Criteria For Modification Of Standards
  • 170.1.3 Review
  • 170.1.4 Appeal
  • 170.2 Ada Exceptions
  • 170.2.1 Exceptions For New Ada Accessibility Features
  • 170.2.2 Exceptions For Alterations To Existing Ada Accessibility Features
  • 170.2.3 Ada Exception Request Submittal

Section 180 - Construction Inspection 31 

  • 180.1 General
  • 180.2 County Inspector Authority And Duties
  • 180.3 Primary Inspector
  • 180.3.1 Developer Engineer Agreement
  • 180.3.2 Certificate Of Compliance And Completion
  • 180.3.3 When A Primary Inspector Is Required
  • 180.3.4 Primary Inspector Authority And Duties
  • 180.4 Testing
  • 180.5 Required Inspections Of Ada Accessibility Features
  • 180.6 Inspection Requests
  • 180.7 Failure To Obtain Inspection

Section 190 - Performance Surety, Warranty And Acceptance Of Work 34 

  • 190.1 General
  • 190.2 Substantial Completion For Development Permits
  • 190.3 Performance Surety
  • 190.3.1 Forms
  • 190.3.2 Timeframe
  • 190.3.3 Amount
  • 190.4 Maintenance And Warranty Period For Development Permits
  • 190.5 Maintenance And Warranty Period For Utility Permits
  • 190.6 Acceptance Of Work
  • 190.7 Acceptance Of Roads
  • 190.8 Nonperformance Of Permit

Chapter 2 - Roadway Design & Construction

Section 210 – General

Section 215 - Functional Classification & Regional Street Design Guidelines

Section 220 - Access Management 

  • 220.1 General
  • 220.2 General Requirements
  • 220.3 Access Spacing Standards
  • 220.4 Additional Access Requirements
  • 220.5 Roadway Intersection Management
  • 220.6 Modification Considerations

Section 225 - Roadway Development 

  • 225.1 Future Extension Of Roadways Related To Development
  • 225.2 Termination Of Roadways/Dead End Streets (Cul-De-Sacs, Turnarounds & Hammerheads)
  • 225.3 Opening Or Upgrade Of Unimproved Or Substandard Public Right-Of-Way To Benefit Private Access
  • 225.4 Off-Site Access Standards
  • 225.5 Structural And Surface Road Improvements Related To Development
  • 225.6 Construction Haul Routes
  • 225.7 Creation Of A Private Roadway

Section 230 – Residential, Agricultural & Logging Driveway Design 

  • 230.1 General
  • 230.2 Standard Drawings
  • 230.3 Provisions For Ada Accessibility Of Driveways
  • 230.4 Driveway Vertical Geometry
  • 230.5 Driveway Horizontal Geometry
  • 230.6 Driveway Structural Capacity
  • 230.7 Emergency Services
  • 230.8 Driveway Surface Water
  • 230.9 Driveway Culverts
  • 230.10 Intersection Angle
  • 230.11 Permit Requirements
  • 230.12 Inspection Requirements
  • 230.13 Intersection Sight Distance Requirements
  • 230.14 Maintenance Requirements

Section 240 - Sight Distance 

  • 240.1 General
  • 240.2 Sight Distance – Standard
  • 240.3 Existing Offsite Public Roadway Intersections
  • 240.4 Intersection Sight Distance Measurement
  • 240.5 Stopping Sight Distance Measurement
  • 240.6 Sight Distance Design Speed

Section 245 - Roadside & Clear Zone 

  • 245.1 General
  • 245.2 Clear Zone Measurement
  • 245.3 Clear Zone Standards
  • 245.4 Clear Zone Requirements
  • 245.4.1 Fixed Objects Allowed In Clear Zone
  • 245.4.2 Embankments And Ditches
  • 245.4.3 Vegetation
  • 245.4.4 Above Ground Appurtenances
  • 245.5 Clear Zone Exceptions

Section 250 - Geometric Design 

  • 250.1 General
  • 250.1.1 Roadway Cross Section
  • 250.1.2 Design Speed
  • 250.1.3 Design & Control Vehicle
  • 250.2 Curbs
  • 250.3 Pedestrian Improvements - General
  • 250.3.1 Sidewalks
  • 250.3.2 Shared-Use (Multi-Use) Paths
  • 250.3.3 Cycle Tracks
  • 250.3.4 Landscape Strips
  • 250.3.5 Right-Of-Way And Easements
  • 250.3.6 Horizontal And Vertical Clearance
  • 250.3.7 Pedestrian Facilities Cross Slope
  • 250.3.8 Curb Ramps
  • 250.3.9 Curb Ramp Closures
  • 250.3.10 Bulb Outs (Curb Extensions)
  • 250.3.11 Midblock Crosswalks
  • 250.3.12 Pedestrian Facility Condition & Repair
  • 250.4 Bicycle Improvements
  • 250.4.1 Shared Use Paths
  • 250.4.2 Other Bicycle Facilities
  • 250.5 Transit Improvements
  • 250.6 Horizontal Alignment
  • 250.6.1 Horizontal Curves
  • 250.6.2 Design Intent For Horizontal Curves
  • 250.6.3 Exceptions For Very Low Volume (≤400 Adt) Local Streets With A Speed Of 25 Mph Or Less
  • 250.6.4 Roadway And Marking Transitions
  • 250.6.5 Lane Widths
  • 250.7 Vertical Alignment
  • 250.7.1 Minimum Roadway Gradient
  • 250.7.2 Maximum Roadway Gradient
  • 250.7.3 Intersection Landing
  • 250.7.4 Vertical Curves
  • 250.7.5 Roadway Widening
  • 250.7.6 Superelevation
  • 250.8 Intersections
  • 250.8.1 Minimum Curb Radii
  • 250.8.2 Intersection Angle
  • 250.8.3 Roadway/Lane Offset
  • 250.8.4 Tangent Section
  • 250.8.5 Residential Intersection Design
  • 250.8.6 Roundabouts
  • 250.8.7 Intersection Sight Distance
  • 250.8.8 Turn Lane Design
  • 250.9 Roadway Grading
  • 250.10 Non-Traversable Medians And Accessible Route Islands 63

Section 252 - Structural Section 

  • 252.1 Subgrade Evaluation
  • 252.2 Asphaltic Concrete
  • 252.3 Portland Cement Concrete ("PCC")
  • 252.4 Cement Stabilized Roadway (CSR) By Full Depth Reclamation (FDR) Or Cement Treated Base (CTB)
  • 252.4.1 General
  • 252.4.2 Materials, Preparation & Equipment
  • 252.4.3 Construction
  • 252.4.4 Curing
  • 252.4.5 Micro-Cracking
  • 252.4.6 Performance
  • 252.4.7 Traffic Control Considerations

Section 255 - Landscaping 

  • 255.1 Topsoil
  • 255.2 Shrubs, Plants And Grasses
  • 255.3 Street Trees
  • 255.3.1 Street Tree Selection
  • 255.3.2 Street Tree Quality At Time Of Planting
  • 255.3.3 Street Tree Condition At Time Of Planting
  • 255.3.4 Preparation Of Tree Planting Holes
  • 255.3.5 Seating Of Trees
  • 255.3.6 Staking
  • 255.3.7 Establishment Period
  • 255.3.8 Root Barrier
  • 255.4 Sight Distance

Section 260 - Traffic Signals, Flashers & Communication 

  • 260.1 Traffic Signal Approval
  • 260.1.1 Traffic Analysis
  • 260.1.2 Traffic Signal Warrants
  • 260.1.3 Traffic Signal Spacing
  • 260.2 Traffic Signal Design
  • 260.3 Traffic Signal Materials
  • 260.4 Material Submittals
  • 260.5 Traffic Signal Funding And Agreements
  • 260.6 Underground Communication Conduit
  • 260.7 Fiber Optic Communication
  • 260.8 Flashers In School Zones

Section 265 - Traffic Calming

Section 270 - Traffic Signing 

  • 270.1 Design And Construction Requirements
  • 270.2 Street Name Signs
  • 270.3 End Of Street
  • 270.4 End Of Sidewalk
  • 270.5 Sign Mounting

Section 280 - Pavement Markings 

  • 280.1 Crosswalk Markings
  • 280.2 Left Turn And Right Turn Lanes Markings
  • 280.3 Stop Bars
  • 280.4 Transverse Marking Materials
  • 280.5 Longitudinal Markings
  • 280.6 Reflective Pavement Markers (RPMS)
  • 280.7 Temporary Markings
  • 280.8 Marking Materials
  • 280.9 Marking Layout

Section 290 - Temporary Traffic Control 

  • 290.1 General
  • 290.2 Control Of Site
  • 290.3 Temporary Pedestrian Accessible Route
  • 290.4 Impacts To Traffic Signals
  • 290.5 Temporary Road Closures

Section 295 - Transportation Impact Study (TIS) Requirements 

  • 295.1 General
  • 295.2 Requirement For A Traffic Impact Study
  • 295.3 Traffic Study Scope And Coordination
  • 295.4 Traffic Engineering Expertise
  • 295.5 Coordination With Other Agencies
  • 295.6 Zone Changes And Comprehensive Plan Amendments
  • 295.7 Clackamas Regional Center (Crc) Area Analysis Period
  • 295.8 Analysis Methodology
  • 295.8.1 Two-Way Stop Controlled (Twsc) Intersections
  • 295.8.2 All-Way Stop Controlled (Awsc) Intersections
  • 295.8.3 Signalized Intersections
  • 295.8.4 Roundabout Intersections
  • 295.9 Signalized Intersection Analysis Parameters
  • 295.10 Peak Hour Factor ("Phf")
  • 295.11 Microsimulation Models
  • 295.12 Growth Rates And In Process Traffic
  • 295.13 Turning Movement Counts
  • 295.13.1 Count Hours
  • 295.13.2 Day Of Week
  • 295.13.3 Holidays
  • 295.13.4 Current Counts
  • 295.13.5 Vehicle Classification, Bicycles And Pedestrian Data
  • 295.14 Trip Generation
  • 295.15 Trip Distribution
  • 295.16 Queuing Analysis
  • 295.17 Traffic Safety
  • 295.17.1 Crash History
  • 295.17.2 Truck Circulation
  • 295.18 Mitigation
  • 295.18.1 Turn Lane Warrants
  • 295.18.2 Traffic Signal Approval
  • 295.18.3 Analysis Of Impacts On Local, Residential Streets
  • 295.18.4 Other Mitigation
  • 295.19 Traffic Study Components
  • 295.19.1 Executive Summary
  • 295.19.2 Project And Study Area Description
  • 295.19.3 Analysis Periods And Scope
  • 295.20 Submittal Requirements

Chapter 3 - On Site Design Of Commercial, Industrial And Multifamily Developments

Section 310 - General

Section 320 – Parking Areas 

  • 320.1 Maximum Slopes And Grades
  • 320.2 Pedestrian Walkways
  • 320.3 Vehicular Circulation And Maneuvering
  • 320.4 Parking And Maneuvering Area Surface & Structural Section
  • 320.5 Parking Stalls
  • 320.6 Curbs And Wheel Stops
  • 320.7 Signage And Pavement Markings
  • 320.8 Reciprocal Access Easements

Section 330 - Commercial, Industrial And Multifamily Driveways

Section 340 - Refuse And Recycling Enclosure Standards For Commercial, Industrial And Multifamily Developments

Chapter 4 - Storm Water Management

Section 410 - General 

  • 410.1 Regulatory Authority
  • 410.2 Engineering Regulations
  • 410.3 Erosion Control Contractor Certification Not Required
  • 410.4 Fees

Section 420 - Exceptions To Wes Standards 

  • 420.1 Best Management Practices (Bmp) & Low Impact Development Approaches (Lida)
  • 420.2 Acreage As A Bmp
  • 420.3 Surface Water Management Applicability
  • 420.4 Underground Injection Control (Uic) Devices

Section 430 - Hydrology 

  • 430.1 Acceptable Hydrology Methods (Detention Hydraulics)
  • 430.2 Rational Method
  • 430.2.1 Rational Method Basic Methodology
  • 430.2.2 Runoff Coefficient
  • 430.2.3 Rainfall Intensity
  • 430.2.4 Time Of Concentration
  • 430.2.5 Design Storm
  • 430.2.6 Drainage Area

Section 440 - Storm Drainage Components

  • 440.1 Pipes And Culverts
  • 440.1.1 Pipe Material
  • 440.1.2 Pipe Size
  • 440.1.3 Pipe Slope
  • 440.1.4 Pipe Cover
  • 440.1.5 Pipe Alignment And Connections
  • 440.1.6 Pipe Inspection Including Televiewing
  • 440.2 Catch Basins And Inlets
  • 440.2.1 Catch Basin Type
  • 440.2.2 Catch Basin And Inlet Spacing And Location
  • 440.2.3 Catch Basin And Inlet Connections
  • 440.2.4 Lateral Connections
  • 440.3 Manhole Sizing And Alignment
  • 440.4 Open Channels And Ditches
  • 440.4.1 Natural Channels
  • 440.4.2 Constructed Channels & Ditches
  • 440.4.3 Design Criteria

Section 450 - Detention And Downstream Impacts

Section 460 - Water Quality

Section 470 - Erosion And Sedimentation Control

Chapter 5 - Structures

Chapter 6 - Street Illumination

Section 610 - General 

  • 610.1 Street Illumination Required Within UGB
  • 610.2 Street Illumination Design By Pge
  • 610.3 Street Illumination Are Option A
  • 610.4 Illuminating Engineering Society (IES)
  • 610.5 Fixture Approval

Section 615 - Process For Obtaining Approval For Street Illumination 

  • 615.1 Approval Process
  • 615.2 Construction & Installation
  • 615.3 Rates

Chapter 7 - Utilities

Section 710 – General 

  • 710.1 Potholing Requirements
  • 710.2 Location Requirements
  • 710.3 Pedestrian Considerations
  • 710.4 Structures
  • 710.5 Pressurized Pipes
  • 710.6 Vertical Clearance
  • 710.7 Burial Requirements
  • 710.7.1 Depth
  • 710.7.2 Warning Signage & Ability To Locate
  • 710.7.3 Pedestal Placement
  • 710.8 Requirements And Specifications For Trench Backfill
  • 710.9 Open Cuts Of Paved Roadway Surfaces
  • 710.10 Concrete Street Surface Repairs

715 Small Wireless Facilities 

  • 715.1 Application
  • 715.2 Review And Approval Period
  • 715.3 Location Requirement
  • 715.4 Other Siting Requirements
  • 715.5 Access Requirements
  • 715.6 Aesthetics
  • 715.7 Abandonment And Removal
  • 715.8 Clackamas Regional Center Design Plan Area Requirements
  • 715.9 Inspection
  • 715.10 Expiration
  • 715.11 Radio Frequency (Rf) Certification Report

Associated Documents

ADA (Americans with Disabilities Act) Checklists

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Clackamas County Service District No. 5 Budget Committee

Article I

The name of the organization shall be the Clackamas County Service District No. 5 (CCSD#5) Budget Committee.

Article II

PURPOSE. The purpose of the Clackamas County Service District No. 5 Budget Committee is to advise the Board of County Commissioners (BCC) in regard to the budget needs of the CCSD#5.

GOALS. The goals of the CCSD#5 Budget Committee are as follows:

Act as an advisory board to the Board of County Commissioners and others on matters affecting the CCSD#5 annual budget.

Article Ill

MEMBERSHIP. Membership shall consist of the five members of the Board of County Commissioners and five citizen members and shall be as representative as possible of the geographic, demographic and philosophical entities of the County and the Cities of Happy Valley and Damascus.

  1. Members of the CCSD#5 Budget Committee shall be selected from a pool of applicants solicited, received and appointed Clackamas County Service District staff. Membership in the CCSD#5 Budget Committee shall be open to anyone who is a resident of the County, and/or within the cities of Happy Valley and/or Damascus.
  2. Membership shall not be limited by race, creed, color, sex, age, heritage, national origin or income. All new members applying or the Committee will be required to show proof of eligibility.
  3. Members shall have an appointment term of three (3) years which shall expire on third year from the date of appointment. Members may seek reappointment for a maximum of two consecutive terms. Current members seeking a new term on the CCSD#5 Budget Committee shall submit an application at least thirty (30) days prior to the expiration of their current term.

The Chairperson may call special meetings at any time upon the request of two (2) of the officers or any three (3) members of the CCSD#5 Budget Committee. Minutes of all meetings shall be kept and shall be available for public inspection as required by ORS 192.650 of the Oregon Public Meetings Law. A copy of all meeting minutes shall be provided to the County Public and Government Affairs Office.

QUORUM and VOTING. A quorum shall be present at a meeting in order for the CCSD#5 Budget Committee to transact business. A quorum consists of a majority of all members of the Committee, not just those present. Action may be taken by the committee at any regular meeting by a majority vote of those present and voting.

RECORDS. All records of the CCSD#5 Budget Committee shall be subject to disclosure except as allowed by exemptions of the Oregon Public Records Law.

Article VI

HEARING PROCESS AND PROCEDURE. The principles of parliamentary rules of procedures such as Robert's Rules of Order shall govern proceedings at any meeting of the CCSD#5 Budget Committee. The Chair shall be guided by these principles in deciding any procedural questions. The Chair's decision on procedural matters may be overruled by a majority of the members voting on the question. The Committee may establish a more detailed hearing procedure to provide for an orderly process for holding a public hearing. All meetings shall comply with the Oregon Public Meetings Law.

Article VII

AMENDMENTS. These bylaws may be amended. Proposed amendments shall be submitted to the County Counsel for approval. Upon approval of the County Counsel, the proposed amendments shall be approved by the members of the CCSD#5 Committee. However, the amendments shall not be in effect until approved by the Board of County Commissioners and that approval has been communicated back to the Chairperson.

The amended bylaws shall supersede all previous bylaws and become the governing rules for the Committee.

 

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Clackamas County Pedestrian / Bikeway Advisory Committee Statement and By-laws

The Clackamas County Pedestrian/Bikeway Advisory Committee is an advisory committee with membership approved by the Clackamas County Board of Commissioners.

Purposes:

  1. Advise County Departments;
  2. Forum for bicycle and pedestrian related issues;
  3. Increase awareness of pedestrian and bicycle needs in the County;
  4. Monitor County progress toward active transportation goals.

Committee Membership:

The Pedestrian / Bikeway Advisory Committee shall be comprised of 6-10 members representing residents of Clackamas County from diverse geographic and occupational interests.

Appointments to the Committee:

Appointments, reappointments or vacancies shall be submitted to the Board of County Commissioners for appointment after applications are reviewed by the committee. Committee vacancies will be advertised in local newspapers and other media outlets. All applicants will be considered.

Term of Office:

Each term of office shall be four years in length. Each new term officially begins on January 1st of the calendar year following the date of appointment or reappointment to the position. Should a vacancy occur prior to the expiration date of any term, appointments recommended by staff and approved by the Board of County Commissioners shall be made to fill the unexpired term.

Officers:

The officers of the Committee shall consist of a Chairperson, to be elected bi-annually at the first meeting of each odd-numbered calendar year.

Duties of the Officers:

The Chairperson shall preside at all meetings, assist in agenda development, appoint sub-committees and assure notice is provided for all regular and special meetings. .

Meetings:

Regular meetings shall be held at the date and time set by the Chairperson. Special meetings may be called by the Chairperson or by a majority of the Committee. Meetings shall be at least once a quarter.

The deliberation of the Committee shall be recorded in a brief summary of the items discussed. Copies of such record shall be available to the County Commissioners and to 2 the public. A copy shall be retained in the Pedestrian / Bikeway Advisory Committee files. Specific recommendations from the Committee shall be drawn up separately and apart from the minutes.

All meetings of the Committee shall be open to the public. All Committee meetings shall be publicized in advance of the meeting date and shall be conducted in accordance with the State of Oregon’s Public Meeting laws. The Planning and Zoning, and Engineering Divisions of the Department of Transportation and Development shall ensure that appropriate notice is provided to all interested persons and agencies.

Quorum and Voting. A quorum shall be present at a meeting in order for the Committee to transact business. A quorum consists of a majority of all current members of the Committee. The Committee can take official action only with the affirmative vote of a majority of the quorum present at the meeting.

Absences:

Three consecutive, unexcused absences from the regular meetings shall constitute resignation from the committee.

Staff Support:

The Planning and Zoning, and Engineering Divisions of the Department of Transportation and Development shall provide support and technical advice to facilitate the activities of the advisory committee.

Rules and Procedures:

An attempt will be made to make decisions by consensus. Robert’s Rules of Order, Revised, will be used when no consensus can be reached.

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