Transportation Engineering

Transportation Engineering

Roadway Standards Section 150 - Surveying

150.1 General

These Standards, the Oregon Standard Specifications for Construction, and ORS 209.140155, define the requirements for protection of existing survey monuments during any construction and setting new survey monuments following construction of new roadways.7,

150.2 Existing Survey Monuments

  1. Anyone who notices or causes an existing section corner, quarter corner or donation land claim corner monument or accessory, to be in danger of damage or destruction by any construction, shall notify the County Surveyor in writing, not less than ten (10) working days prior to construction.  The County Surveyor shall reference the monument prior to construction and replace it following construction.  The County Surveyor shall be reimbursed by the applicant for all expenses from said replacement. 
  2. In accordance with ORS 209.150, any person or public agency removing, disturbing or destroying any survey monument of record in the office of the County Surveyor or County Clerk shall cause a registered professional Land Surveyor to reference and replace the monument within 90 days of the removal, disturbance or destruction. The registered professional Land Surveyor referencing and replacing the monument shall do so in the same manner that is provided for public land survey corners according to ORS 209.140 and shall notify the County Surveyor of that action within two business days. The costs of referencing and replacing the survey monument shall be paid by the person or public agency causing the removal, disturbance or destruction.
  3. Any project that involves the reconstruction or realignment of all or a portion of a public road shall be required to comply with ORS 209.155.

150.3 New Survey Monuments

  1. New roadways and where new roadways connect to existing roadways shall provide monumentation as follows:
    1. Centerline monuments shall be installed at all centerline intersections of roadways (including intersections with existing roadways), P.C.'s and P.T.'s of each curve, and at all centers of cul-de-sacs, turnarounds or as required by the County Surveyor to sufficiently monument the right-of-way or a required easement. 
    2. Monuments shall be set under the direction of a Land Surveyor.
    3. When monuments are set, the Land Surveyor shall file a record of survey complying with ORS 209.250 and any additional requirements set forth by the County Surveyor. 
    4. The County requires centerline monument boxes to be used meeting the requirements of the County Surveyor.  Requirements can be found at the Surveyor's website.  Any monument box used that has not been approved by the County Surveyor will be required to be removed and replaced at the expense of the applicant.
  2. Monument boxes shall comply with Standard Drawings M100 or M200.

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

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Roadway Standards Section 140 – Permit And Plan Submittal Requirements

140.1 Development Permit Submittal

Permit applications shall contain documents submitted in support of a Development Permit application and shall be prepared in accordance with the following requirements:

  1. Submitted via one of the methods described in Section 130.3.2.
  2. Electronic plans are preferred to paper plans and shall follow the same requirements as paper plans.
  3. Plans submitted on paper shall be submitted on 22" x 34", 24" x 36" or 11"x17" sheets.  Traffic signal plans shall be submitted on 11" x 17" sheets.  Acceptable scales are 1" = 10', 20', 30', 40' or 50' horizontal (1:10 ratio) and 1" = 1', 2', 3', 4', or 5' vertical.  The scale shall be shown for each plan.  Engineer scale shall be required. Depending on the plan, engineering may allow other scales upon request. 
  4. Plans shall include the following:
  5. The land use case file number on the cover sheet (if applicable)
  6. Project contacts on the cover sheet
  7. A north arrow shall be included on each sheet and point to the top or right side of the plan.
  8. The location and elevation of a temporary benchmark shall be shown on the plans, or if the benchmark is not within the proposed area of work it shall be referenced by number and location and the plans shall also provide a local benchmark.  When practicable, elevations shall be based on the NAVD88 datum.  Alternatively, another datum may be acceptable as the basis of elevations for engineering drawings.
  9. Whenever practicable, utilize the Oregon Coordinate Reference System – PDX zone (OCRS-PDX) international feet as the coordinate base for projects.  Alternatively, another geodetic plane system may be acceptable as the basis for engineering drawings.
  10. Plans shall have a vicinity map showing the location of the project, surrounding roadways, nearby driveways, and major intersections. The stamp and signature of the Engineer responsible for preparation of the plans shall be on all sheets. 
  11. Plans shall include a topographic survey of existing conditions. The stamp and signature of the Surveyor responsible for preparation of the existing topographic conditions shall appear on the existing conditions plan.  The Engineer's stamp is not required on the existing conditions plan.
  12. Detail sheets shall show all Standard Drawings and special drawings needed for the project.  Oregon Standard Drawings, as applicable, should be incorporated into the plans.
  13. Detail sheets shall be submitted for all ADA accessibility features including blended transitions, curb ramps, crosswalks, medians/traffic islands, sidewalks/paths, pedestrian push buttons and clear spaces.  The detail sheets shall contain the level of detail similar to that found in ODOT Standard Detail DET1720.
  14. Plans shall include existing and proposed locations of utility poles, pedestals, vaults, fire hydrants, signs, mailboxes, fencing, and any other structures within the right-of-way. 
  15. General notes shall be shown together on one page, preferably the first sheet in the set.  The County's standard general notes are provided in Standard Drawings N100-N300.
  16. Plans shall include any additional information the County deems necessary.

140.1.1 Plan View Sheets

Plan views shall contain the following items (as applicable).  Plan and profile views shall include the items below, extending 200 feet from project boundaries adjacent to and beyond the proposed improvement:

  1. Plan and profile views may be stacked one above the other if desired.  Plan horizontal scale shall match the profile horizontal scale.
  2. Right-of-way, property lines, right-of-way centerline, and existing and proposed easements.  The plans shall identify any offset crowns from centerline of the right-of-way.
  3. Construction shall not occur within two feet of adjacent property lines unless approved by the County.
  4. Right-of-way centerline stationing of existing and proposed roadways.  Stations shall be based on existing stationing if available.  Show stationing for centerline-centerline of intersections.
  5. Subdivision name, approved roadway names, subject property tax lot numbers and adjacent property tax lot numbers.
  6. Existing utilities and structures, including hydrants, pedestals, signs (public and private), mailboxes, light poles, structures, manholes, drainage structures, valves, meter boxes, power poles, fences, curb ramps, pavement markings, trees, etc.
  7. On both sides of the street across the property frontage and within 200 feet of each property line include the edge of pavement, shoulders, curb, sidewalk, ditch line, culverts and existing driveways.
  8. Horizontal alignment and curve data for roadway centerline and non-parallel curb lines.  Curve data shall include radius, length, and delta.
  9. Curve data (radius, length, and delta angle) for all curb returns, with gutter elevations at the P.T., P.C., and quarter deltas.  Top of curb elevations may be shown.  Show the location of existing and proposed survey monument boxes per Section 150.3.
  10. Minimum stationing callouts at 100 foot increments, with tick marks at 50 foot increments.
  11. Location, station, and size of all existing and proposed storm drains, sanitary sewers and water systems.  Stationing shall be based on roadway stationing, except where specifically required otherwise by sewer or water district.
  12. Grading plans shall show existing and proposed contours, and high and low points.  Contours shall be at a maximum two (2) foot interval. 
  13. Placement, elevations, dimensions and slopes shall be shown for ADA accessibility features in accordance with Oregon Standard Drawings and ODOT Standard Detail DET1720.   
  14. Location and description of existing and proposed survey monuments.
  15. Typical sections of all roadway sections and drainage channel sections.
  16. Pavement restoration considering the impacts of each utility associated with the development.  The location of the saw cut line. Pavement restoration and saw cut line location shall be based upon Standard Drawings U270 through U290.
  17. Pavement tapers as defined in Section 250.6.4.
  18. Signing and pavement marking plan as necessary per Sections 270 and 280.

140.1.2 Profile View 

Profile views shall contain the following items (as applicable):

  1. Stationing, elevations, vertical curve data and slopes for proposed roadway centerline.  Existing centerline elevations shall be shown.  Estimate and label existing vertical curve data. 
  2. Gutter elevations shall be shown when gutter slope does not parallel the centerline profile.
  3. Where super elevation is employed, both curbs shall be profiled.  As an alternative, a super elevation diagram or table may be acceptable.
  4. Existing ground line at proposed roadway centerline. Existing ground line shall extend a minimum of 200 feet beyond the proposed improvement.
  5. All existing and proposed storm drains, sanitary sewers, and water systems.  Include pipe size, material, length, slope, manholes, inlets, invert and rim elevations, and outfalls.
  6. All existing and proposed storm, sanitary, and water lines, and utility crossings.
  7. Existing and proposed flowlines of ditches and drainage ways.  Flowlines shall extend a minimum of 200 feet beyond the proposed improvement or to the nearest acceptable outfall.

140.1.3 Half Street/Cross Section Views 

Half street/cross section views shall contain the following items (as applicable):

  1. Half street design shall include the information required in Sections 140.1.1, 140.1.2 and 225.6.
  2. Half street designs require full street cross sections at 25 feet on center extending 200' beyond the property lines and across the frontage.  The cross slopes shall be labeled with the stationing, and indicate the existing cross slope beyond the centerline to the opposite edge of pavement, the pavement width, elevations at centerline, crown, saw cut line, and gutter line or existing edge of pavement.     The maximum allowed grade break within the transition between existing and proposed cross slopes is 2.
  3. Additional cross sections may be required by the County when warranted by the complexity of the road design.

140.1.4 Stormwater Report & Drainage Calculations

  1. All stormwater reports and drainage calculations shall be stamped and signed by an Engineer.  Complete calculations shall contain, at a minimum, the following:
  2. Map of the drainage basin showing areas contributing to each inlet.
  3. Design assumptions and parameters.
  4. Nomographs and charts used to determine time of concentration and rainfall intensity.
  5. Calculations for conveyance systems, water quality facilities and detention facilities as applicable.
  6. Downstream analysis as applicable.
  7. Provide an executive summary that references the design elements included in the report.
  8. For full criteria and requirements for drainage, see Chapter 4 of these Standards.

140.1.5 Other Requirements

Design elements and assumptions used for roadway design shall be included on the plans or submitted in memorandum form to the County.  The following information shall be provided, as required:

  1. Geotechnical or Soils report (see Section 252 for requirements).
  2. Pavement design.
  3. Structural plans and calculations shall be submitted for all proposed structures that are not under the purview of the Building Codes Division.  Comply with the requirements of Chapter 5 of these Standards. 
  4. Other required technical data and reports including traffic engineering analysis, etc.
  5. Environmental reports and permits as required by law. 
     

140.1.6 Other Reviewing Agencies

The design and construction of public and private improvements within the County may involve numerous federal, state and local agencies, utility districts, and private utilities.  It shall be the applicant's responsibility to coordinate the design, permit process, and construction with the applicable agencies, districts, and private utilities. 

140.1.7 As-Built Plans

The applicant shall be responsible for providing as constructed drawings for all improvements including all construction changes, added and deleted items, location of utilities, etc.  The as-built plans shall be submitted to the County at the time of initial paving or prior to building occupancy, and shall include at a minimum, the following.

  1. As-built plans shall include and address the requirements of Section 140. 
  2. As-built plans shall include field survey data by a Land Surveyor that provides the actual invert and rim elevations of all sanitary and storm sewer systems within the project.
  3. As-built elevations that vary from plan elevations shall be shown on the plan by striking a line through the plan elevation and listing the field verified elevation adjacent to the plan elevation.  Elevations shall be as-built at a tolerance of 0.05± feet.
  4. Applicant shall submit one set of as-built plans stamped and signed by an Engineer.  The as-built plans shall include the entire approved plan set.  As-built plans shall be submitted as dwg and pdf format via one of the methods of Section 130.3.2.   

140.2 Entrance, Utility and Right-of-Way Permit Submittals

Comply with individual permit requirements found at Transportation Engineering.

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

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Roadway Standards Section 130 - Permit Requirements

130.1 General Requirements

Improvements, activities or the placement of permanent objects in the right-of-way under County jurisdiction require a permit prior to the start of work.  The County will issue a permit when it is established that the proposed activity is compliant with requirements.  The County is not liable for errors or omissions of an applicant submittal. 

Per County Code 7.03.030, the Road Official "may take any action deemed to safeguard the best interests of the traveling public."  This includes objects within the right-of-way, permitted or otherwise, are subject to relocation or removal at the adjacent property owner's expense at such time that the Road Official deems it necessary to relocate or remove such things due to public need, safety, or violation of standards. 

The privileges granted and obligations created by virtue of a permit issued shall be binding not only upon the applicant, but also upon the successors and assigns of the applicant.  The applicant shall give Engineering written notice of any such assignment or transfer within 90 days after assignment.

130.2 Exceptions to Requirements for Permit

The following work/placements within the right-of-way under the jurisdiction of Clackamas County do not require a permit:

  1. Work performed by the County Department of Transportation and Development or its contractors.  However, a Right-of-way Permit is required for road closures when work is performed by DTD contractors.
  2. Unless traffic control is required per Section 290, certain activities including:
    1. Vegetation installation, maintenance, and removal that is compliant with the County Code and not related to street trees. 
    2. Street tree removal and installation not related to development.  Land use requirements may dictate replacement when street trees are removed.  The Clackamas County Planning and Zoning Division provides guidance in the installation of street trees on their website.  See Section 255 regarding street tree installation when related to development.
    3. Roadway and sidewalk cleaning.
    4. Driveway culvert maintenance.
    5. Driveway maintenance including the spreading of gravel, repair of asphalt deterioration if the pavement edge of the roadway is not impacted, and sealing pavement.
    6. Minor grading and placement of gravel on graveled roadways that does not significantly impact the existing drainage in the judgment of the Road Official.
    7. Some utility work per County Code Section 7.03.099. 
  3. Certain right-of-way encroachments may be installed without a permit if maintained by the adjacent property owner or by agreement and are compliant with County Code Section 7.03.090, sight distance standards of Section 240, clear zone standards of Section 245, do not hinder access or maintenance of the constructed roadway or to utilities within an easement, do not constitute a road hazard and do not necessitate traffic control upon installation or maintenance per Section 290.  These encroachments include:
  4. Private irrigation systems not installed within a roadway median or island.
  5. Mailboxes installed per the Standards for Installing Mailboxes on County Roads.
  6. Fences.
  7. Other objects compliant with County Code Section 7.03.
  8. Under any other conditions determined by the Road Official.
     

130.3 General Permit Requirements

The following provisions apply to Development Permits, Entrance (Entry) Permits, Utility Permits, and Right-of-Way Permits. 

130.3.1 Responsibility

Issuance of permits by the County does not in any way relieve an applicant of their responsibility to meet all requirements of the County or other affected jurisdictions, or the obligation to protect life, health and/or property.  The issued permit for any project may be revised, supplemented, or revoked at any time if it is determined by the Road Official that the requirements of the County may not have been met or life, health and/or property are jeopardized.  An applicant is responsible for the safety and maintenance of the roadway within their work area. 

30.3.2 Application Submission

  1. Utility Permit applications shall be submitted online at https://accela.clackamas.us/citizenaccess/ where permit instructions and submittal requirements can be found. 
  2. Other permit applications may found and submitted via methods described at https://www.clackamas.us/engineering/forms.html.

130.3.3 Fees

  1. Fees will be charged per the Clackamas County fee schedule found at https://www.clackamas.us/transportation/engineeringfees.html.  Fees not paid online may be paid via cash, check or credit card.  Credit card payment requires an additional fee.  Engineering staff will contact applicants for applications that are not accompanied by the appropriate fee for payment prior to permit processing.
  2. Development Permit fees are typically based upon a percentage of the Engineer's estimate or a Contractor's estimate or bid and subject to Engineering approval.  Sureties will be based upon an Engineer's estimate per Section 190.
    1. All work in the public right-of-way under the jurisdiction of Clackamas County shall be included in the estimate.
    2. Work on private property related to access and circulation under Engineering review shall be included in the estimate.

130.3.4 Contractor Requirements for Licensing, Bonding, & Insurance

Contractors performing work within the right-of-way under the jurisdiction of Clackamas County shall:

  1. Maintain a valid license with the Oregon Construction Contractors Board.
  2. Comply with the insurance requirements of Clackamas County's Insurance for Permitted Work policy. 

Contractors performing work without compliance with these requirements are subject to Code enforcement per the County Code.

130.3.5 Property Owner Requirements for Insurance

  1. Property owners may perform limited work in the right-of-way per the Insurance for Permitted Work policy.
  2. Property owners performing work without compliance with these requirements are subject to code enforcement per the County Code.

130.3.6 Permit Approval

Work subject to a permit may not proceed until Engineering issues the permit.  Work without a permit is subject to code enforcement.  When a permit is issued, a copy of the issued permit will be provided to the applicant.  Permit numbers are assigned at the time of your application and are displayed on the permit.  Applicants should refer to these numbers when communicating with staff about their project. 

130.3.7 Application Period, Approval Period & Extensions

Permit applications that are not issued within a certain timeframe will expire.  Issued permits will display a permit expiration date.  Work may not occur after the expiration date unless the work is in surety or warranty.  Permits not completed by the expiration date and work that takes place after the expiration date that is not in surety or warranty is subject to code enforcement.  Any surety that is in place may be utilized by the County to complete the work at the date of expiration or at the end of the surety period.  Expiration dates are determined as follows:

  1. Development Permits
    1. Eighteen (18) months from the Development Permit application date if not issued.
    2. Two (2) years from the date of issuance or the date of the expiration of the land use permit.
    3. Under special circumstances, up to one (1) year extensions may be granted if it complies with land use requirements, the required surety is in place, and any required extension fee is paid.
  2. Entrance Permits
    1. Two (2) years from the application date if not issued.
    2. Two (2) years from the date of issuance.
    3. When associated with a residential Building Permit, the Entrance Permit expires at Building Permit final.
    4. When not associated with a residential Building Permit, the permit expiration may be extended for up to one (1) additional year when any required extension fee is paid.
  3. Utility Permits
    1. Six (6) months from the application date if not issued.
    2. Six (6) months from the date of issuance except:
      1. Minor work such as potholing, which shall expire at conclusion of the proposed activity. 
      2. Permits that involve pole removal work expire one (1) year from the date of issuance.
      3. The ongoing occupation of the right-of-way is not subject to expiration unless the utility is no longer being utilized.
      4. The permit may be extended for up to an additional three (3) months if approved by the Road Official.
  4. Right-of-Way Permits
    1. Six (6) months from the application date if not issued.
    2. One (1) year from the date of issuance except:
      1. Revocable encroachments may expire per the revocable encroachment agreement.
      2. Permits addressing filming, races or events, block parties, road closures, or traffic control only will expire at the conclusion of the proposed activity. 
      3. When not associated with a residential Building Permit, the permit expiration may be extended for up to one (1) additional year when any required extension fee is paid.

Timelines for work that is subject to code enforcement action per Section 7.03 of the County Code will vary depending upon the timeline of the code enforcement action and is subject to an extension fee or a new or revised permit.  No work subject to a permit per Section 130.4 may occur without a valid permit per these Standards.

130.3.8 Revocation or Modification of Permits

Per County Code Section 7.03.030, "The Road Official or the Board may take any action deemed to safeguard the best interests of the traveling public."  The Road Official may stop work, revoke, suspend, modify or reissue a permit at any time if the permitted activities:

  1. Violate these Standards;
  2. Violate the permit conditions;
  3. Violate the approved plans;
  4. Violate and use requirements including the conditions of approval;
  5. Require the consideration of new information not considered in the original permit approval; or
  6. Do not protect health, safety, property or environment.
  7. Any other situation as determined by the Road Official.

130.3.9 Notification

The applicant shall coordinate construction activities with the adjacent property owner (if not the applicant), tenants, local public agencies, utilities and service providers during construction to avoid damage to property or utilities and to prevent the interruption of services.  Applicants shall be responsible to notify adjacent property owners of work occurring along that property owner's roadway frontage to protect their property, access and minimize disruption.  The adjacent property owner is entitled to delivery of private property permitted to be removed from the right-of-way. 

130.3.10 Construction Noise

Construction noise shall be within the hours and decibel level limits established in the County Noise Control Ordinance located in Title 6.05 of the County Code or other applicable local noise control ordinances.

130.3.11 Inspection

Comply with requirements of Section 180.

130.3.12Final Inspection/Project Close-out

Comply with requirements of Section 190.

130.4 Permit Types & Requirements; Stormwater & Erosion Control Reviews

130.4.1 Development Permit

A Development Permit will be required for:

  1. Work in the public right-of-way under the jurisdiction of Clackamas County that creates, modifies, widens or extends a roadway or trail, involves a structure per Chapter 5, or significantly modifies drainage in the judgment of the Road Official.
  2. Work in a right-of-way under county jurisdiction that exceeds the parameters of an Entrance or Right-of-Way Permit.
  3. Dedication of public right-of-way or easements as part of a development.
  4. Work on private property that involves:
  5. Land use approval related to access and circulation.
  6. The construction of private roadways.
  7. Structures per Chapter 5 when not subject to a Building Permit.
  8. A culvert 12 inches in diameter or greater that may alter the surface water runoff in the public right of way.
  9. An environmental resource involving land use or environmental permitting, outside a surface water management district.
  10. Structural fill, fills greater than one foot in depth, or site improvements on slopes greater than 10%, outside a surface water management district.
  11. Access on existing slopes greater than 10%.
  12. Utility work related to a development shall be issued via a Development Permit.  Utility work not related to a development shall be issued via a Utility Permit. 
  13. Any other situation as determined by the Road Official.

On a case-by-case basis, the County may reduce the requirement for a Development Permit to an Entrance and/or Right-of-Way Permit (i.e. providing access to four of less residential properties where the required improvements could be acceptably constructed to meet residential, agricultural, or logging driveway requirements, an entrance permit may suffice).

130.4.2 Entrance (Entry) Permit

An Entrance Permit will be required under the following conditions:

  1. New driveways to a right-of-way under County jurisdiction except in the case of industrial, commercial and multi-family developments where a Development Permit has sufficiently addressed the entrance requirements.
  2. Modification to portions of existing driveways located in the right-of-way not meeting the exemption requirements of County Code Sections 7.03.240-7.03.290.
  3. As part of a residential subdivision or partition to address access to each lot of record. 
  4. When required per the Entrance Permit Matrix.
  5. Any other situation as determined by the Road Official.

130.4.3 Utility Placement Permit

A Utility Permit will be required for work in the public right-of-way under the jurisdiction of Clackamas County under the following conditions: 

  1. Utility work not related to a development shall be issued via a Utility Permit.  Utility work related to a development shall be issued via a Development Permit.
  2. Potholing for utility location.
  3. Other work not addressed by the exemption of County Code Section 7.03.099.
  4. Any other situation as determined by the Road Official.

130.4.4 Right-of-Way Permit

A Right-of-Way Permit is required for work in the public right-of-way under the jurisdiction of Clackamas County under the following conditions:

  1. Sidewalk grinding or panel replacement.
  2. Improvements to the public right-of-way that does not require a Development Permit.
  3. Right-of-way encroachments not exempt per Section 130.1.  Special requirements to address revocable encroachments are found at https://www.clackamas.us/engineering/forms.html.  Privately owned installations require a Right-of-Way Permit.
  4. Any activities that require traffic control not related to other permits.  These activities commonly include races, filming and block parties.
  5. Temporary road closures.
  6. Dust control application.
  7. Gates or other obstructions that restrict access to a right-of-way.
  8. Minor paving or grading work that does not involve significant drainage changes.
  9. Any other situation as determined by the Road Official.

130.4.5 Stormwater Review

Engineering is responsible for ensuring the adequate drainage of public roadways and developed properties in unincorporated areas outside of established stormwater districts within the County.  Engineering regulates the construction of public and private roads and other site improvements to ensure adequate drainage of storm/surface water to an appropriate discharge point.

Stormwater management review and requirements for work in a public right-of-way or on private property may be added to an Engineering permit for work proposed outside a stormwater district under the following conditions: 

  1. When 5,000 square feet or more of new or reconstructed impervious surface is proposed within the UGB.
  2. When 10,000 square feet or more of new or reconstructed impervious surface is proposed outside the UGB.
  3. When grading or any new or reconstructed impervious surface is proposed or replaced within 50 feet of a perennial creek or stream or within 10 feet of a property line.

See Chapter 4 for stormwater management standards when required by this section.

130.4.6 Erosion Control Review

An erosion control review and inspections may be added to an Engineering permit when 800 square feet or greater of soil disturbance is proposed outside a stormwater district whether the disturbance occurs in the right-of-way or on private property.  In addition to the erosion control review from Engineering, disturbances of one acre or more require a 1200-C permit from DEQ.  When applicable, Engineering requires a copy of the 1200-C permit prior to issuance of a permit.  See Section 470 for requirements.

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

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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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